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2022-06-21 City Council Meeting Packet
Agenda City Council Meeting City of Edina, Minnesota Edina City Hall Council Chambers Tuesday, June 21, 2022 7:00 PM Watch the meeting on cable TV or at EdinaMN.gov/LiveMeetings or Facebook.com/EdinaMN. Participate in Community Comment and Public Hearings Call 888-504-7949 Enter Participant Passcode 450490 Press *1 on your telephone keypad when you would like to get in the queue to speak. An operator will introduce you when it is your turn. I.Call To Order II.Roll Call III.Pledge of Allegiance IV.Approval Of Meeting Agenda V.Community Comment During "Community Comment," the Mayor will invite residents to share issues or concerns that are not scheduled for a future public hearing. Items that are on tonight's agenda may not be addressed during Community Comment. Individuals must limit their comments to three minutes. The Mayor may limit the number of speakers on the same issue in the interest of time and topic. Individuals should not expect the Mayor or Council to respond to their comments tonight. The City Manager will respond to questions raised during Community Comments at the next meeting. A.City Manager's Response to Community Comments VI.Adoption Of Consent Agenda All agenda items listed on the Consent Agenda will be approved by one motion. There will be no separate discussion of items unless requested to be removed by a Council Member. If removed the item will be considered immediately following the adoption of the Consent Agenda. (Favorable rollcall vote of majority of Council Members present to approve, unless otherwise noted in consent item.) A.Approve Minutes: Regular, June 2, 2022 B.Approve Payment of Claims C.Approve Joint Powers Agreement with the Bureau of Criminal Apprehension Human Tra2cking Task Force D.Request for Purchase: MN Task Force 1 Training E.Request for Purchase: Microsoft Enterprise License Agreement F.Request for Purchase: Braemar Golf Course 2022 Digital Advertising G.Resolution No. 2022-53 and Ordinance No. 2021-13: Final Site Plan Approval & Site Improvement Plan Agreement for 7001 and 7025 France Avenue H.Approve Summary Publication for Ordinance No. 2021-13 I.Request for Purchase: Change Order Fire Station No. 1 Basement Design Services Contract J.Request for Purchase: Community Health and Safety Center (Fire Station 2) Owners Representative K.Request for Purchase: Change Order for Contract ENG 22-3 Morningside D & E Street Reconstruction L.Request for Purchase: Change Order for Contract ENG 22-5 Morningside Flood Infrastructure Project M.Request for Purchase: Final Design Engineering Services for France Avenue Sidewalk N.Request for Purchase: Design and Construction Services for South Ramp at 50th & France O.Approve Encroachment Agreement with 5501 Beard Court P.Approve Cooperative Agreement with Nine Mile Creek Watershed District for the Lynmar Basin Stormwater Retro@t Project Q.Approve Utility Occupancy License with Soo Line Railroad Company dba Canadian Paci@c R.Resolution 2022-60: Authorizing Grant Agreement with Minnesota Department of Employment and Economic Development S.Approve 2022-2023 City Insurance Renewals T.Liability Coverage Statutory Limits U.Resolution No. 2022-54: Appointing Election Judges for the August 9 Primary V.Ordinance No. 2022-04: Amending Chapter 4 Alcoholic Beverages VII.Special Recognitions And Presentations A.2021 Race & Equity Annual Summary Report VIII.Public Hearings During "Public Hearings," the Mayor will ask for public testimony after staG and/or applicants make their presentations. The following guidelines are in place to ensure an e2cient, fair, and respectful hearing; limit your testimony to three minutes and to the matter under consideration; the Mayor may modify times, as deemed necessary; avoid repeating remarks or points of view made by previous speakers. The use of signs, clapping, cheering or booing or any other form of verbal or nonverbal communication is not allowed. A.PUBLIC HEARING: Resolution No. 2022-55; Conditional Use Permit and Variance for Interlachen Country Club, 6200 Interlachen Boulevard B.PUBLIC HEARING: New On-Sale Intoxicating and Sunday Sale Liquor Licenses for Mann Theatres, Inc. dba Edina Theatre C.PUBLIC HEARING: Resolution No. 2022-58: Approving Right-of- Way Easement Vacation at 5621 WycliGe Road D.PUBLIC HEARING: Resolution No. 2022-56: Adopting Capital Improvement Plan and Authorizing the Sale of Bonds for Community Health & Safety Center (Fire Station 2) IX.Reports/Recommendations: (Favorable vote of majority of Council Members present to approve except where noted) A.Approve 2022-2023 Student Commission Appointments B.Resolution No. 2022-59: Accepting Donations C.Approve Tax Increment Financing Redevelopment Agreements for 7001 France Avenue D.Approve Purchase Agreement for Land at 4401 West 76th Street for Community Health and Safety Center (Fire Station 2) E.Resolution No. 2022-57: Awarding the Sale of $29,255,000 General Obligation Bonds, Series 2022A X.Commission Correspondence (Minutes and Advisory Communication) A.Minutes: Arts and Culture Minutes April 28, 2022 XI.Manager's Comments XII.Mayor And Council Comments XIII.Adjournment The City of Edina wants all residents to be comfortable being part of the public process. If you need assistance in the way of hearing ampli@cation, an interpreter, large-print documents or something else, please call 952-927-8861 72 hours in advance of the meeting. Date: June 21, 2022 Agenda Item #: V.A. To:Mayor and City Council Item Type: Other From:Sharon Allison, City Clerk Item Activity: Subject:City Manager's Response to Community Comments Information CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: None. INTRODUCTION: City Manager Neal will respond to questions asked at the previous council meeting. Date: June 21, 2022 Agenda Item #: VI.A. To:Mayor and City Council Item Type: Minutes From:Sharon Allison, City Clerk Item Activity: Subject:Approve Minutes: Regular, June 2, 2022 Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Minutes as presented. INTRODUCTION: ATTACHMENTS: Description Minutes: Draft Regular, June 2, 2022 Page 1 MINUTES OF THE REGULAR MEETING OF THE EDINA CITY COUNCIL MEETING JUNE 2, 2022 IMMEDIATELY FOLLOWING THE HOUSING AND REDEVELOPMENT AUTHORITY MEETING I. CALL TO ORDER Mayor Hovland called the meeting to order at 8:45 a.m. then shared the procedure for public hearing and community comment. II. ROLLCALL Answering rollcall were Members Anderson, Jackson, Staunton, and Mayor Hovland. Absent: Councilmember Pierce. III. MEETING AGENDA APPROVED AS PRESENTED Member Staunton made a motion, seconded by Member Jackson to approve the meeting agenda as presented. Rollcall: Ayes: Anderson, Jackson, Staunton, and Hovland Motion carried. IV. COMMUNITY COMMENT No one appeared. IV.A. CITY MANAGER’S RESPONSE TO COMMUNITY COMMENTS Assistant Manager Schaefer stated there were no Community Comments from the last meeting. V. CONSENT AGENDA ADOPTED AS AMENDED Member Jackson made a motion, seconded by Member Staunton approving the consent agenda as amended, removing Item V.D., Resolution No. 2022-52; Cooperative Construction Agreement with State of Minnesota: V.A. Approve minutes of the Work Session and Regular Meetings of May 17, 2022 V.B. Approve Claims for Payment for Check Register Pre-List Dated May 12, 2022, totaling $1,830,811.29, Check Register Pre-List Dated May 20, 2022, totaling $1,379,678.53, and Check Register Pre-List Dated May 27, 2022, totaling $1,523,396.01 V.C. Request for Purchase, Investment Advisor Services, awarding the bid to the recommended low bidder, PFM with a minimum annual fee of $25,000 and estimated annual fee between the minimum and $50,000 V.D. Resolution No. 2022-52; Cooperative Construction Agreement with State of Minnesota V.E. Approve Grant of Permanent and Temporary Easements at 6228 Interlachen Boulevard V.F. Request for Purchase, CloverRide Circulator Bus, awarding the bid to the recommended low bidder, DARTS, $25,000 V.G. Request for Purchase, 50th and France Paver Improvements, awarding the bid to the recommended low bidder, Walker Landscape, $144,050 V.H. Request for Purchase, West 58th Street Reconstruction Turf Establishment, awarding the bid to the recommended low bidder, Walker Landscape, $65,000 V.I. Approve Traffic Safety Report of April 26, 2022 V.J. Request for Purchase, Edina Liquor Point of Sale Software, awarding the bid to the recommended low bidder, Revel Systems, $76,019 Rollcall: Ayes: Anderson, Jackson, Pierce, and Staunton Minutes/Edina City Council/June 2, 2022 Page 2 Motion carried. ITEMS REMOVED FROM THE CONSENT AGENDA V.D. RESOLUTION NO. 2022-52; COOPERATIVE CONSTRUCTION AGREEMENT WITH STATE OF MINNESOTA – ADOPTED The Council asked about realignment of the south access from Highway 100 to Eden Avenue and intended improvements and traffic build up due to the access. The Council spoke about how proposed development would add significant trips to this area and how that would work with public transportation and the need to get quick access to southbound Highway 100 through the Vernon Avenue access. Director of Engineering Millner explained the wide opening at the top of ramp which this project would narrow then adjust the lighting and crosswalk and leave open until 2025 so Hennepin County could do their Vernon Avenue project then close the access permanently due to speed safety concerns. He said with this delay staff would have an opportunity to review development prior to closing the access and noted in addition to Eden and Arcadia Avenues Blake Road was also closed and detoured to this area which should improve once that project was completed. Member Anderson introduced and moved adoption of Resolution No. 2022-52 approving the cooperative construction agreement between the State of Minnesota and City of Edina. Member Staunton seconded the motion. Rollcall: Ayes: Anderson, Jackson, Staunton, and Hovland Motion carried. VI. REPORTS AND RECOMMENDATIONS VI.A. ANNUAL COMPREHENSIVE FINANCIAL REPORT FOR YEAR ENDED DECEMBER 31, 2021 – RECEIVED Finance Director McAndrews said CliftonLarsonAllen LLP (CLA) audited the financial statements of the City and issued an unqualified opinion, meaning in their judgement the City's financial records and statements were fairly presented and in accordance with Generally Accepted Accounting Principles (GAAP). Michelle Hoffman, CLA, presented the audit results that included an unmodified/clean opinion for the December 31, 2021, financial statements with no internal controls findings noted over financial reporting and compliance with federal and state. She noted the firm tested the SAFER grant and no concerns were identified then reviewed the required communications that included no changes in accounting policies in 2021 and said the audit provided a reasonable assurance of significant accounting estimates. Ms. Hoffman noted they received full cooperation from staff during the audit then reviewed general fund revenues, expenditures and fund balance over the past five years as well as the City’s enterprise funds for the aquatic center, golf course fund, arena and liquor funds. The Council asked questions and provided feedback. VI.B. CAPITAL IMPROVEMENT PLAN 2023-2028 – RECEIVED Ms. Schaefer presented the calendar for development of the 2023-2028 Capital Improvement Plan (CIP). Ms. McAndrews reviewed the proposed process for the CIP and the biennial budget process, how the CIP was the framework for planning for preservation and expansion of infrastructure, facilities, and equipment. She outlined the adopted 2022-23 budget which included a special street levy, outlined revenue sources which included enterprise funds, and funding options for the CIP which included fully allocated sources such as the utility fund and special assessments, available to allocate such as utility transfer and CIP levy, and potentially available such as ARPA and fund balances then outlined CIP project examples. She spoke about new investments that included referendum on local option sales tax and new general obligation bonds. Mayor Hovland left the meeting at 9:28 a.m. Minutes/Edina City Council/June 2, 2022 Page 3 Ms. Schaefer outlined the CIP as part of the long-term strategic plan, the City’s budget goals and values which included pillars, values, and strategies such as when debt levies expire to increase the CIP by an equivalent amount to establish reliable funding for ongoing capital improvements. She reviewed the CIP levy history and prioritization to preserve the safety of people, property and infrastructure and good stewardship of resources. The Council asked questions and provided feedback. VII. COMMISSION CORRESPONDENCE (MINUTES AND ADVISORY COMMUNICATION) - Received VII.A. MINUTES: ENERGY AND ENVIRONMENT COMMISSION, MARCH 10, 2022 VII.B. MINUTES: ENERGY AND ENVIRONMENT COMMISSION, APRIL 14, 2022 VII.C. MINUTES: TRANSPORTATION COMMISSION, APRIL 21, 2022 VII.D. MINUTES: COMMUNITY HEALTH COMMISSION FEBRUARY 14 AND MARCH 14, 2022 VIII. MANAGER’S COMMENTS – Received VIII.A. REQUEST FOR PUBLIC HEARING PROCESS WAIVER IX. MAYOR AND COUNCIL COMMENTS – Received X. ADJOURNMENT Member Pierce made a motion, seconded by Member Staunton, to adjourn the meeting at 9:55 a.m. Ayes: Anderson, Jackson, and Staunton. Motion carried. Respectfully submitted, Sharon Allison, City Clerk Minutes approved by Edina City Council, June 21, 2022. James B. Hovland, Mayor Video Copy of the June 2, 2022, meeting available. Date: June 21, 2022 Agenda Item #: VI.B. To:Mayor and City Council Item Type: Claims From:Alisha McAndrews, Finance Director Item Activity: Subject:Approve Payment of Claims Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve claims for payment: Check Register Claims Pre-List Dated 6.3.22 (1011) TOTAL $966,838.95 Check Register Claims Pre-List Dated 6.3.22 (1012) TOTAL $662,343.57 Check Register Claims Pre-List Dated 6.10.22 TOTAL $757,134.18 Check Register Claims Pre-List Dated 6.17.22 TOTAL $917,542.28 INTRODUCTION: Claims information for approval is attached. ATTACHMENTS: Description Check Register Claims Pre-List Dated 6.3.22 (1011) TOTAL $966,838.95 Check Register Claims Pre-List Dated 6.3.22 (1012) TOTAL $662,343.57 Check Register Claims Pre-List Dated 6.10.22 TOTAL $757,134.18 Check Register Claims Pre-List Dated 6.17.22 TOTAL $917,542.28 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/02/2022 14:31User: STanGeilProgram ID: apcshdsb Page 4 JOURNAL ENTRIES TO BE CREATED FUND SUB FUND DUE TO DUE FR 1000 General 966,838.959999 Pooled Cash Fund 966,838.95 TOTAL 966,838.95 966,838.95 ** END OF REPORT - Generated by Shirleng Tan Geil ** City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/02/2022 14:31User: STanGeilProgram ID: apcshdsb Page 1 CASH ACCOUNT: 9999 1011 Control BS - CashOp CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET 39 06/03/2022 WIRE 100886 METROPOLITAN COUNCIL May 2022 SAC 06/01/2022 20220603 966,838.95 CHECK 39 TOTAL: 966,838.95 NUMBER OF CHECKS 1 *** CASH ACCOUNT TOTAL *** 966,838.95 COUNT AMOUNT TOTAL WIRE TRANSFERS 1 966,838.95 *** GRAND TOTAL *** 966,838.95 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/02/2022 14:27User: STanGeilProgram ID: apcshdsb Page 41 JOURNAL ENTRIES TO BE CREATED FUND SUB FUND DUE TO DUE FR 1000 General 104,530.552100 Police Special Revenue 552.932500 Conservation & Sustainability 31,026.002600 Housing & Redvlpmt Authority 48,936.252600 Housing & Redvlpmt Authority 195.002600 Housing & Redvlpmt Authority 1,995.002600 Housing & Redvlpmt Authority 30,936.004000 Capital Projects 15,803.124200 Equipment Replacement 8,320.024400 PIR Capital Projects 8,385.005200 Braemar Golf Course 29,050.725300 Aquatic Center 1,009.505400 Edinborough Park 8,256.025500 Braemar Arena 12,449.665700 Centennial Lakes 11,034.455800 Liquor 124,806.475900 Utility Fund 75,514.155900 Utility Fund 138.005900 Utility Fund 663.865900 Utility Fund 67,985.006100 Equipment Operations 16,698.096200 Information Technology 29,878.046300 Facilities Management 4,013.467100 PS Training Facility 671.397200 MN Task Force 1 29,494.899999 Pooled Cash Fund 662,343.57 TOTAL 662,343.57 662,343.57 ** END OF REPORT - Generated by Shirleng Tan Geil ** City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/02/2022 14:27User: STanGeilProgram ID: apcshdsb Page 1 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET 472518 06/03/2022 PRTD 133644 A DYNAMIC DOOR CO INC 22205021 05/03/2022 20220603 2,707.96 CHECK 472518 TOTAL: 2,707.96 472519 06/03/2022 PRTD 101971 ABLE HOSE AND RUBBER 227554-001 05/05/2022 20220603 234.20 CHECK 472519 TOTAL: 234.20 472520 06/03/2022 PRTD 129458 ACME ELECTRIC MOTOR INC 9921178 05/06/2022 20220603 279.00 CHECK 472520 TOTAL: 279.00 472521 06/03/2022 PRTD 143557 ADIDAS AMERICA INC 6156668340 05/03/2022 20220603 61.26 ADIDAS AMERICA INC 6156681848 05/05/2022 20220603 449.76 CHECK 472521 TOTAL: 511.02 472522 06/03/2022 PRTD 125138 BOLK ENTERPRISES INC E-13449 05/09/2022 20220603 310.00 CHECK 472522 TOTAL: 310.00 472523 06/03/2022 PRTD 120796 ALERUS RETIREMENT AND BENEFITS C124478 05/05/2022 20220603 166.00 CHECK 472523 TOTAL: 166.00 472524 06/03/2022 PRTD 103357 ALPHA VIDEO & AUDIO INC 10772 05/05/2022 20220603 850.00 CHECK 472524 TOTAL: 850.00 472525 06/03/2022 PRTD 160095 AM CRAFT SPIRITS SALES & MARKETIN 14585 05/17/2022 20220603 373.90 CHECK 472525 TOTAL: 373.90 472526 06/03/2022 PRTD 141960 AMAZON CAPITAL SERVICES 1FTR-JTFJ-HKMX 05/03/2022 20220603 9.76 AMAZON CAPITAL SERVICES 11CJ-K6CC-1RLC 05/03/2022 20220603 35.99 AMAZON CAPITAL SERVICES 1YYX-VJQP-7D9V 05/03/2022 20220603 11.55 AMAZON CAPITAL SERVICES 1CQ3-16WY-C9T3 05/03/2022 20220603 505.00 AMAZON CAPITAL SERVICES 1PV6-LQHG-GY3P 05/03/2022 20220603 222.89 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/02/2022 14:27User: STanGeilProgram ID: apcshdsb Page 2 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET AMAZON CAPITAL SERVICES 13GP-6GKG-K4HL 05/04/2022 20220603 27.98 AMAZON CAPITAL SERVICES 1CRH-7D94-NVMF 05/04/2022 20220603 19.98 AMAZON CAPITAL SERVICES 11CJ-K6CC-Q16H 05/04/2022 20220603 223.70 AMAZON CAPITAL SERVICES 1L1Y-F9KK-7VCH 05/04/2022 20220603 22.68 AMAZON CAPITAL SERVICES 1KDV-TQDD-979W 05/04/2022 20220603 97.39 AMAZON CAPITAL SERVICES 1YW1-4FWV-DK4W 05/04/2022 20220603 43.39 AMAZON CAPITAL SERVICES 1T9Y-HRRQ-4K3C 05/04/2022 20220603 22.80 AMAZON CAPITAL SERVICES 17RM-F3YC-3GJH 05/04/2022 20220603 51.08 AMAZON CAPITAL SERVICES 17NJ-Y33H-GM1C 05/05/2022 20220603 23.14 AMAZON CAPITAL SERVICES 1VD4-DTTD-D1D3 05/05/2022 20220603 53.68 AMAZON CAPITAL SERVICES 14CR-DD3V-QGX7 05/06/2022 20220603 221.97 AMAZON CAPITAL SERVICES 16CW-JDKW-7JD1 05/06/2022 20220603 9.89 AMAZON CAPITAL SERVICES 1NXN-HRKV-7R3C 05/06/2022 20220603 37.27 AMAZON CAPITAL SERVICES 1WGJ-1JGP-VQKM 05/07/2022 20220603 34.43 AMAZON CAPITAL SERVICES 1T6W-WRW9-4WC1 05/08/2022 20220603 1,330.32 AMAZON CAPITAL SERVICES 1H34-MKLT-YRY6 05/09/2022 20220603 51.13 AMAZON CAPITAL SERVICES 1VR3-6QVG-ML7J 05/04/2022 20220603 7.64 CHECK 472526 TOTAL: 3,063.66 472527 06/03/2022 PRTD 151441 ARAMARK UNIFORM AND CAREER APPEAL 250000146674 05/03/2022 20220603 180.62 ARAMARK UNIFORM AND CAREER APPEAL 250000146798 05/03/2022 20220603 127.73 ARAMARK UNIFORM AND CAREER APPEAL 250000147532 05/04/2022 20220603 303.00 CHECK 472527 TOTAL: 611.35 472528 06/03/2022 PRTD 151756 ARBEITER BREWING COMPANY LLC 677 05/12/2022 20220603 108.00 ARBEITER BREWING COMPANY LLC 678 05/12/2022 20220603 108.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/02/2022 14:27User: STanGeilProgram ID: apcshdsb Page 3 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET CHECK 472528 TOTAL: 216.00 472529 06/03/2022 PRTD 106304 ASPEN MILLS INC 293554 05/06/2022 20220603 168.33 ASPEN MILLS INC 293560 05/06/2022 20220603 553.31 ASPEN MILLS INC 293556 05/06/2022 20220603 82.85 ASPEN MILLS INC 2935555 05/06/2022 20220603 26.50 CHECK 472529 TOTAL: 830.99 472530 06/03/2022 PRTD 160339 ASSA ABLOY ENTRANCE SYSTEMS US IN SEI 1518900 04/29/2022 20220603 400.19 CHECK 472530 TOTAL: 400.19 472531 06/03/2022 PRTD 101718 IEH AUTO PARTS LLC 380104312 05/03/2022 20220603 11.11 IEH AUTO PARTS LLC 380104947 05/06/2022 20220603 26.16 IEH AUTO PARTS LLC 380104829 05/06/2022 20220603 5.58 IEH AUTO PARTS LLC 380104764 05/05/2022 20220603 6.37 CHECK 472531 TOTAL: 49.22 472532 06/03/2022 PRTD 100637 AUTOMOBILE SERVICE COMPANY 9671 05/05/2022 20220603 468.80 CHECK 472532 TOTAL: 468.80 472533 06/03/2022 PRTD 100643 BARR ENGINEERING CO 23271917.00-4 05/03/2022 20220603 7,516.20 BARR ENGINEERING CO 23271926.00-4 05/03/2022 20220603 2,747.50 CHECK 472533 TOTAL: 10,263.70 472534 06/03/2022 PRTD 101355 BELLBOY CORPORATION 0094511400 05/12/2022 20220603 784.50 BELLBOY CORPORATION 0105116500 05/12/2022 20220603 26.67 BELLBOY CORPORATION 0094807900 05/12/2022 20220603 2,477.00 BELLBOY CORPORATION 0094813000 05/12/2022 20220603 2,604.70 BELLBOY CORPORATION 0094812900 05/12/2022 20220603 292.95 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/02/2022 14:27User: STanGeilProgram ID: apcshdsb Page 4 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET BELLBOY CORPORATION 0105117300 05/12/2022 20220603 193.68 BELLBOY CORPORATION 0094846000 05/12/2022 20220603 3,572.60 BELLBOY CORPORATION 0094807300 05/12/2022 20220603 187.30 BELLBOY CORPORATION 0105116100 05/12/2022 20220603 145.83 CHECK 472534 TOTAL: 10,285.23 472535 06/03/2022 PRTD 126847 BERRY COFFEE COMPANY 898703 05/05/2022 20220603 701.92 CHECK 472535 TOTAL: 701.92 472536 06/03/2022 PRTD 130069 BFG SUPPLY COMPANY 2014717-00 05/05/2022 20220603 594.18 BFG SUPPLY COMPANY 2017089-00 05/06/2022 20220603 918.44 CHECK 472536 TOTAL: 1,512.62 472537 06/03/2022 PRTD 142153 BLACK STACK BREWING INC 17537 05/12/2022 20220603 270.00 BLACK STACK BREWING INC 17536 05/12/2022 20220603 162.00 BLACK STACK BREWING INC 17535 05/12/2022 20220603 447.50 CHECK 472537 TOTAL: 879.50 472538 06/03/2022 PRTD 160335 CRITICAL TELEPHONE APPLICATIONS I 12520 04/27/2022 20220603 8,160.00 CHECK 472538 TOTAL: 8,160.00 472539 06/03/2022 PRTD 105367 BOUND TREE MEDICAL LLC 84512902 05/06/2022 20220603 931.08 CHECK 472539 TOTAL: 931.08 472540 06/03/2022 PRTD 119351 BOURGET IMPORTS 186968 05/17/2022 20220603 672.75 BOURGET IMPORTS 186969 05/17/2022 20220603 283.50 BOURGET IMPORTS 186966 05/17/2022 20220603 679.00 CHECK 472540 TOTAL: 1,635.25 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/02/2022 14:27User: STanGeilProgram ID: apcshdsb Page 5 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET 472541 06/03/2022 PRTD 117040 BOYER FORD TRUCKS INC 008P9997 05/03/2022 20220603 538.47 CHECK 472541 TOTAL: 538.47 472542 06/03/2022 PRTD 100664 BRAUN INTERTEC CORPORATION B293205 05/03/2022 20220603 766.00 CHECK 472542 TOTAL: 766.00 472543 06/03/2022 PRTD 124529 BREAKTHRU BEVERAGE MINNESOTA BEER 344133483 05/17/2022 20220603 2,158.40 BREAKTHRU BEVERAGE MINNESOTA BEER 361151167 05/10/2022 20220603 -120.00 BREAKTHRU BEVERAGE MINNESOTA BEER 361152369 05/10/2022 20220603 -12.00 BREAKTHRU BEVERAGE MINNESOTA BEER 344133495 05/17/2022 20220603 1,768.50 BREAKTHRU BEVERAGE MINNESOTA BEER 344133494 05/17/2022 20220603 4,855.40 CHECK 472543 TOTAL: 8,650.30 472544 06/03/2022 PRTD 160367 BSN SPORTS LLC 917076962 05/07/2022 20220603 293.76 CHECK 472544 TOTAL: 293.76 472545 06/03/2022 PRTD 100648 BERTELSON BROTHERS INC WO-1184371-1 05/04/2022 20220603 17.49 BERTELSON BROTHERS INC WO-1185330-1 05/06/2022 20220603 269.89 CHECK 472545 TOTAL: 287.38 472546 06/03/2022 PRTD 137691 BY THE YARD INC 151319 05/03/2022 20220603 8,290.60 CHECK 472546 TOTAL: 8,290.60 472547 06/03/2022 PRTD 102149 CALLAWAY GOLF 934653474 04/13/2022 20220603 207.00 CHECK 472547 TOTAL: 207.00 472548 06/03/2022 PRTD 119455 CAPITOL BEVERAGE SALES LP 2686595 05/13/2022 20220603 735.15 CAPITOL BEVERAGE SALES LP 2686976 05/13/2022 20220603 14.00 CAPITOL BEVERAGE SALES LP 2686978 05/13/2022 20220603 98.99 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/02/2022 14:27User: STanGeilProgram ID: apcshdsb Page 6 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET CAPITOL BEVERAGE SALES LP 2686977 05/13/2022 20220603 552.50 CAPITOL BEVERAGE SALES LP 2688195 05/17/2022 20220603 173.71 CAPITOL BEVERAGE SALES LP 2688194 05/17/2022 20220603 442.00 CAPITOL BEVERAGE SALES LP 2688196 05/17/2022 20220603 3,919.85 CAPITOL BEVERAGE SALES LP 19600226 05/17/2022 20220603 -19.10 CHECK 472548 TOTAL: 5,917.10 472549 06/03/2022 PRTD 148017 CARBON DAY AUTOMOTIVE 3039 04/01/2022 20220603 31,026.00 CHECK 472549 TOTAL: 31,026.00 472550 06/03/2022 PRTD 101515 CEMSTONE PRODUCTS COMPANY C2497364 05/03/2022 20220603 1,397.25 CHECK 472550 TOTAL: 1,397.25 472551 06/03/2022 PRTD 135835 CENTURYLINK-ACCESS BILL 5142XLP6S3-2022128 05/08/2022 20220603 552.93 CHECK 472551 TOTAL: 552.93 472552 06/03/2022 PRTD 142028 CINTAS CORPORATION 4118742120 05/09/2022 20220603 17.87 CINTAS CORPORATION 4118742545 05/09/2022 20220603 36.03 CINTAS CORPORATION 4118742588 05/09/2022 20220603 25.49 CINTAS CORPORATION 4118742088 05/09/2022 20220603 11.78 CINTAS CORPORATION 4118742566 05/09/2022 20220603 27.65 CINTAS CORPORATION 4119328785 05/13/2022 20220603 98.32 CHECK 472552 TOTAL: 217.14 472553 06/03/2022 PRTD 104800 COON RAPIDS FIRE DEPARTMENT CRFD-05/2022-1 05/10/2022 20220603 415.31 CHECK 472553 TOTAL: 415.31 472554 06/03/2022 PRTD 103235 CITY OF EDEN PRAIRIE 05272022 05/24/2022 20220603 609.48 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/02/2022 14:27User: STanGeilProgram ID: apcshdsb Page 7 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET CHECK 472554 TOTAL: 609.48 472555 06/03/2022 PRTD 101837 EDINA FIRE DEPARTMENT 622 05/09/2022 20220603 4,229.11 CHECK 472555 TOTAL: 4,229.11 472556 06/03/2022 PRTD 145926 CLEARWATER ANALYTICS LLC 535069 05/03/2022 20220603 821.92 CHECK 472556 TOTAL: 821.92 472557 06/03/2022 PRTD 102165 ROGER CLEVELAND GOLF CO. INC 6886616 SO 04/12/2022 20220603 104.32 CHECK 472557 TOTAL: 104.32 472558 06/03/2022 PRTD 126726 COBRA PUMA GOLF G2920472 05/05/2022 20220603 403.13 CHECK 472558 TOTAL: 403.13 472559 06/03/2022 PRTD 120433 COMCAST 0740105-05/22 05/18/2022 20220603 76.96 CHECK 472559 TOTAL: 76.96 472560 06/03/2022 PRTD 144027 COMMUNITY GROWTH SOLUTIONS INC 22-03 03/15/2022 20220603 300.00 CHECK 472560 TOTAL: 300.00 472561 06/03/2022 PRTD 118805 DISCOUNT STEEL INC 5283081 05/06/2022 20220603 73.86 CHECK 472561 TOTAL: 73.86 472562 06/03/2022 PRTD 160189 COYLE, ANN 1039 05/06/2022 20220603 375.00 CHECK 472562 TOTAL: 375.00 472563 06/03/2022 PRTD 160325 CRAMER, KIMBERLY JEAN 8202204 05/09/2022 20220603 420.00 CHECK 472563 TOTAL: 420.00 472564 06/03/2022 PRTD 142772 CREATIVE ARCADE 1408 05/06/2022 20220603 18,937.50 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/02/2022 14:27User: STanGeilProgram ID: apcshdsb Page 8 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET CHECK 472564 TOTAL: 18,937.50 472565 06/03/2022 PRTD 101403 CRYSTEEL MANUFACTURING INC LC00076994 05/04/2022 20220603 364.49 CRYSTEEL MANUFACTURING INC LC00077059 05/05/2022 20220603 1,680.14 CHECK 472565 TOTAL: 2,044.63 472566 06/03/2022 PRTD 102514 CUTTER & BUCK INC 0096061008 03/15/2022 20220603 1,006.34 CUTTER & BUCK INC 0096095120 04/06/2022 20220603 106.03 CUTTER & BUCK INC 0095317032 10/15/2020 20220603 -103.05 CUTTER & BUCK INC 0096063341 03/16/2022 20220603 47.53 CUTTER & BUCK INC 0096061009 03/15/2022 20220603 75.00 CUTTER & BUCK INC 0096083572 03/30/2022 20220603 31.31 CUTTER & BUCK INC 0096126763 04/26/2022 20220603 68.00 CHECK 472566 TOTAL: 1,231.16 472567 06/03/2022 PRTD 133169 DAIKIN APPLIED 3347509 05/05/2022 20220603 313.80 CHECK 472567 TOTAL: 313.80 472568 06/03/2022 PRTD 104020 DALCO ENTERPRISES INC 3933326 05/09/2022 20220603 848.80 DALCO ENTERPRISES INC 3932276 05/05/2022 20220603 4,505.00 CHECK 472568 TOTAL: 5,353.80 472569 06/03/2022 PRTD 102195 DAY INVESTMENTS LLC P51173924 05/03/2022 20220603 83.34 DAY INVESTMENTS LLC P51045099 04/28/2022 20220603 29.98 CHECK 472569 TOTAL: 113.32 472570 06/03/2022 PRTD 131865 SAFARILAND LLC I010-430291 04/21/2022 20220603 325.50 CHECK 472570 TOTAL: 325.50 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/02/2022 14:27User: STanGeilProgram ID: apcshdsb Page 9 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET 472571 06/03/2022 PRTD 100718 DELEGARD TOOL COMPANY 157854/1 05/05/2022 20220603 85.11 DELEGARD TOOL COMPANY 158126/1 05/06/2022 20220603 383.85 CHECK 472571 TOTAL: 468.96 472572 06/03/2022 PRTD 100730 DORSEY & WHITNEY LLP 3747144 05/06/2022 20220603 1,995.00 DORSEY & WHITNEY LLP 3747145 05/06/2022 20220603 3,937.50 DORSEY & WHITNEY LLP 3747146 05/06/2022 20220603 16,915.00 DORSEY & WHITNEY LLP 3747147 05/06/2022 20220603 6,915.00 CHECK 472572 TOTAL: 29,762.50 472573 06/03/2022 PRTD 150827 DRASTIC MEASURES BREWING, LLC 2262 05/12/2022 20220603 150.80 DRASTIC MEASURES BREWING, LLC 2261 05/13/2022 20220603 226.20 CHECK 472573 TOTAL: 377.00 472574 06/03/2022 PRTD 145811 EASTLAKE CRAFT BREWERY LLC 1746 05/12/2022 20220603 126.60 CHECK 472574 TOTAL: 126.60 472575 06/03/2022 PRTD 160118 ECCO USA, INC 115364439 02/04/2022 20220603 -164.00 ECCO USA, INC 201725133 04/13/2022 20220603 1,070.00 CHECK 472575 TOTAL: 906.00 472576 06/03/2022 PRTD 132810 ECM PUBLISHERS INC 890859 05/05/2022 20220603 89.25 ECM PUBLISHERS INC 890858 05/05/2022 20220603 124.95 ECM PUBLISHERS INC 891344 05/08/2022 20220603 328.00 ECM PUBLISHERS INC 891345 05/08/2022 20220603 344.24 CHECK 472576 TOTAL: 886.44 472577 06/03/2022 PRTD 104645 EDINA GARDEN COUNCIL 05112022 05/11/2022 20220603 45.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/02/2022 14:27User: STanGeilProgram ID: apcshdsb Page 10 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET CHECK 472577 TOTAL: 45.00 472578 06/03/2022 PRTD 100049 EHLERS AND ASSOCIATES 90450 05/09/2022 20220603 195.00 EHLERS AND ASSOCIATES 90445 05/09/2022 20220603 255.00 EHLERS AND ASSOCIATES 90446 05/09/2022 20220603 1,275.00 EHLERS AND ASSOCIATES 90444 05/09/2022 20220603 956.25 CHECK 472578 TOTAL: 2,681.25 472579 06/03/2022 PRTD 101956 EMERGENCY APPARATUS MAINTENANCE I 123201 05/04/2022 20220603 265.73 CHECK 472579 TOTAL: 265.73 472580 06/03/2022 PRTD 134730 EXPLORE EDINA Apr 2022 Lodging Tax05/27/2022 20220603 40,502.33 CHECK 472580 TOTAL: 40,502.33 472581 06/03/2022 PRTD 100146 ELLIOTT AUTO SUPPLY CO, INC 1-Z29179 05/03/2022 20220603 88.86 ELLIOTT AUTO SUPPLY CO, INC 1-7593476 05/04/2022 20220603 249.50 ELLIOTT AUTO SUPPLY CO, INC 1-7589649 05/04/2022 20220603 110.65 ELLIOTT AUTO SUPPLY CO, INC 69-449425 05/03/2022 20220603 110.65 CHECK 472581 TOTAL: 559.66 472582 06/03/2022 PRTD 147181 FALLING BREWERY - BERGMAN LEDGE L E-6513 05/17/2022 20220603 357.00 FALLING BREWERY - BERGMAN LEDGE L E-6512 05/17/2022 20220603 290.00 FALLING BREWERY - BERGMAN LEDGE L E-6514 05/17/2022 20220603 290.00 CHECK 472582 TOTAL: 937.00 472583 06/03/2022 PRTD 106035 FASTENAL COMPANY MNTC1270410 05/06/2022 20220603 28.80 CHECK 472583 TOTAL: 28.80 472584 06/03/2022 PRTD 103600 FERGUSON US HOLDINGS INC 0491262-1 05/05/2022 20220603 1,334.14 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/02/2022 14:27User: STanGeilProgram ID: apcshdsb Page 11 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET CHECK 472584 TOTAL: 1,334.14 472585 06/03/2022 PRTD 141837 DAIOHS USA INC 608686 05/06/2022 20220603 840.85 CHECK 472585 TOTAL: 840.85 472586 06/03/2022 PRTD 130699 FLEETPRIDE INC 98693715 05/04/2022 20220603 188.32 FLEETPRIDE INC 98745243 05/06/2022 20220603 -85.94 CHECK 472586 TOTAL: 102.38 472587 06/03/2022 PRTD 101512 BDG INC 27501 05/06/2022 20220603 138.00 CHECK 472587 TOTAL: 138.00 472588 06/03/2022 PRTD 102456 GALLS PARENT HOLDINGS LLC BC1606058 05/03/2022 20220603 975.24 GALLS PARENT HOLDINGS LLC BC1606514 05/03/2022 20220603 284.54 GALLS PARENT HOLDINGS LLC BC1606539 05/03/2022 20220603 179.95 CHECK 472588 TOTAL: 1,439.73 472589 06/03/2022 PRTD 101931 HANESBRANDS INC 41913303 05/06/2022 20220603 1,742.70 CHECK 472589 TOTAL: 1,742.70 472590 06/03/2022 PRTD 101103 WW GRAINGER 9299468943 05/03/2022 20220603 35.18 WW GRAINGER 9300280253 05/03/2022 20220603 78.12 WW GRAINGER 9298837734 05/03/2022 20220603 494.75 WW GRAINGER 9301130366 05/04/2022 20220603 91.01 CHECK 472590 TOTAL: 699.06 472591 06/03/2022 PRTD 144412 WINEBOW MN00112626 05/11/2022 20220603 1,067.50 WINEBOW MN00112936 05/17/2022 20220603 667.18 WINEBOW MN00112937 05/17/2022 20220603 419.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/02/2022 14:27User: STanGeilProgram ID: apcshdsb Page 12 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET CHECK 472591 TOTAL: 2,153.68 472592 06/03/2022 PRTD 100783 GRAYBAR ELECTRIC CO INC 9326742067 05/04/2022 20220603 1,080.00 CHECK 472592 TOTAL: 1,080.00 472593 06/03/2022 PRTD 129108 HAAG COMPANIES INC 4-442671 05/05/2022 20220603 66.00 CHECK 472593 TOTAL: 66.00 472594 06/03/2022 PRTD 102060 HALLOCK COMPANY INC 251605-1 05/09/2022 20220603 420.53 CHECK 472594 TOTAL: 420.53 472595 06/03/2022 PRTD 151168 HAMMER SPORTS LLC 2310 05/08/2022 20220603 350.00 CHECK 472595 TOTAL: 350.00 472596 06/03/2022 PRTD 160371 HAPPYFOX INC 49DA92F1-0004 05/06/2022 22200047 20220603 28,790.40 CHECK 472596 TOTAL: 28,790.40 472597 06/03/2022 PRTD 143563 HEADFLYER BREWING E-3630 05/11/2022 20220603 126.00 CHECK 472597 TOTAL: 126.00 472598 06/03/2022 PRTD 143585 HENNEPIN HEALTHCARE SYSTEM INC HENNEMS-05/2022-1 05/04/2022 20220603 6,618.56 HENNEPIN HEALTHCARE SYSTEM INC HENNEMS-05/2022-2 05/04/2022 20220603 1,783.80 CHECK 472598 TOTAL: 8,402.36 472599 06/03/2022 PRTD 102079 HIGHVIEW PLUMBING INC 16492 05/04/2022 20220603 8,385.00 CHECK 472599 TOTAL: 8,385.00 472600 06/03/2022 PRTD 102484 HIRSHFIELDS PAINT MANUFACTURING I 0015123-IN 05/05/2022 20220603 1,917.60 CHECK 472600 TOTAL: 1,917.60 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/02/2022 14:27User: STanGeilProgram ID: apcshdsb Page 13 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET 472601 06/03/2022 PRTD 104375 HOHENSTEINS INC 505636 05/17/2022 20220603 180.50 HOHENSTEINS INC 505637 05/17/2022 20220603 3,099.15 HOHENSTEINS INC 505643 05/17/2022 20220603 238.50 HOHENSTEINS INC 505642 05/17/2022 20220603 858.10 HOHENSTEINS INC 505640 05/17/2022 20220603 1,256.25 HOHENSTEINS INC 505639 05/17/2022 20220603 60.00 CHECK 472601 TOTAL: 5,692.50 472602 06/03/2022 PRTD 160391 HORTON, TREY CHARLES 22CLP0012 05/19/2022 20220603 500.00 CHECK 472602 TOTAL: 500.00 472603 06/03/2022 PRTD 102146 JESSEN PRESS INC 689014 05/09/2022 20220603 395.00 CHECK 472603 TOTAL: 395.00 472604 06/03/2022 PRTD 121075 JIMMY'S JOHNNYS INC MP200982 05/05/2022 20220603 51.07 JIMMY'S JOHNNYS INC MP200988 05/05/2022 20220603 73.00 JIMMY'S JOHNNYS INC MP200985 05/05/2022 20220603 51.07 JIMMY'S JOHNNYS INC MP200987 05/05/2022 20220603 51.07 JIMMY'S JOHNNYS INC MP200984 05/05/2022 20220603 51.07 JIMMY'S JOHNNYS INC MP200983 05/05/2022 20220603 48.75 JIMMY'S JOHNNYS INC MP201060 05/05/2022 20220603 65.27 JIMMY'S JOHNNYS INC MP201059 05/05/2022 20220603 47.01 CHECK 472604 TOTAL: 438.31 472605 06/03/2022 PRTD 150045 JOHNNIE-0 INC 0925384 05/09/2022 20220603 312.00 CHECK 472605 TOTAL: 312.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/02/2022 14:27User: STanGeilProgram ID: apcshdsb Page 14 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET 472606 06/03/2022 PRTD 100835 ARTISAN BEER COMPANY 3535436 05/12/2022 20220603 120.00 ARTISAN BEER COMPANY 3535437 05/12/2022 20220603 104.00 ARTISAN BEER COMPANY 3535562 05/12/2022 20220603 1,985.40 ARTISAN BEER COMPANY 3535561 05/12/2022 20220603 395.60 ARTISAN BEER COMPANY 3535900 05/13/2022 20220603 152.40 ARTISAN BEER COMPANY 3535438 05/12/2022 20220603 913.15 ARTISAN BEER COMPANY 3535439 05/12/2022 20220603 44.50 CHECK 472606 TOTAL: 3,715.05 472607 06/03/2022 PRTD 100835 PHILLIPS WINE & SPIRITS 6395442 05/12/2022 20220603 899.90 PHILLIPS WINE & SPIRITS 6395441 05/12/2022 20220603 1,634.76 PHILLIPS WINE & SPIRITS 6395440 05/12/2022 20220603 1,096.49 PHILLIPS WINE & SPIRITS 6395437 05/12/2022 20220603 1,004.16 PHILLIPS WINE & SPIRITS 6395438 05/12/2022 20220603 718.39 PHILLIPS WINE & SPIRITS 6395439 05/12/2022 20220603 138.70 PHILLIPS WINE & SPIRITS 6395448 05/12/2022 20220603 162.70 PHILLIPS WINE & SPIRITS 6395447 05/12/2022 20220603 1,792.32 PHILLIPS WINE & SPIRITS 6395449 05/12/2022 20220603 1,151.95 PHILLIPS WINE & SPIRITS 6395446 05/12/2022 20220603 1,729.85 CHECK 472607 TOTAL: 10,329.22 472608 06/03/2022 PRTD 100835 WINE MERCHANTS 7379535 05/12/2022 20220603 177.35 WINE MERCHANTS 7379533 05/12/2022 20220603 1,140.15 WINE MERCHANTS 7379534 05/12/2022 20220603 26.35 WINE MERCHANTS 7379538 05/12/2022 20220603 3,764.55 WINE MERCHANTS 7379537 05/12/2022 20220603 1,165.50 WINE MERCHANTS 7423207 03/14/2022 20220603 -4.17 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/02/2022 14:27User: STanGeilProgram ID: apcshdsb Page 15 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET WINE MERCHANTS 744071 05/05/2022 20220603 -10.00 WINE MERCHANTS 744070 05/05/2022 20220603 -33.33 CHECK 472608 TOTAL: 6,226.40 472609 06/03/2022 PRTD 100835 JOHNSON BROTHERS LIQUOR CO 2050935 05/12/2022 20220603 701.39 JOHNSON BROTHERS LIQUOR CO 2050934 05/12/2022 20220603 980.25 JOHNSON BROTHERS LIQUOR CO 2050933 05/12/2022 20220603 1,590.35 JOHNSON BROTHERS LIQUOR CO 2050931 05/12/2022 20220603 2,487.81 JOHNSON BROTHERS LIQUOR CO 2050930 05/12/2022 20220603 985.28 JOHNSON BROTHERS LIQUOR CO 2050929 05/12/2022 20220603 264.10 JOHNSON BROTHERS LIQUOR CO 2050928 05/12/2022 20220603 697.50 JOHNSON BROTHERS LIQUOR CO 2050927 05/12/2022 20220603 2,160.40 JOHNSON BROTHERS LIQUOR CO 2050926 05/12/2022 20220603 1,802.79 JOHNSON BROTHERS LIQUOR CO 2050932 05/12/2022 20220603 4,347.82 JOHNSON BROTHERS LIQUOR CO 2050936 05/12/2022 20220603 33.35 JOHNSON BROTHERS LIQUOR CO 2050917 05/12/2022 20220603 38.35 JOHNSON BROTHERS LIQUOR CO 2050919 05/12/2022 20220603 214.58 JOHNSON BROTHERS LIQUOR CO 2050920 05/12/2022 20220603 953.76 JOHNSON BROTHERS LIQUOR CO 2050921 05/12/2022 20220603 452.05 JOHNSON BROTHERS LIQUOR CO 2050922 05/12/2022 20220603 91.16 JOHNSON BROTHERS LIQUOR CO 2050924 05/12/2022 20220603 389.41 JOHNSON BROTHERS LIQUOR CO 2050925 05/12/2022 20220603 116.22 JOHNSON BROTHERS LIQUOR CO 2050923 05/12/2022 20220603 2,942.20 JOHNSON BROTHERS LIQUOR CO 201057 05/11/2022 20220603 -96.00 JOHNSON BROTHERS LIQUOR CO 2051266 05/12/2022 20220603 124.05 JOHNSON BROTHERS LIQUOR CO 2050945 05/12/2022 20220603 2,796.23 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/02/2022 14:27User: STanGeilProgram ID: apcshdsb Page 16 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET JOHNSON BROTHERS LIQUOR CO 2050942 05/12/2022 20220603 1,250.21 JOHNSON BROTHERS LIQUOR CO 2046221 05/12/2022 20220603 4,296.40 JOHNSON BROTHERS LIQUOR CO 2050944 05/12/2022 20220603 154.70 JOHNSON BROTHERS LIQUOR CO 2050943 05/12/2022 20220603 1,549.87 JOHNSON BROTHERS LIQUOR CO 2050941 05/12/2022 20220603 592.43 JOHNSON BROTHERS LIQUOR CO 2050940 05/12/2022 20220603 76.70 JOHNSON BROTHERS LIQUOR CO 2050918 05/12/2022 20220603 744.40 JOHNSON BROTHERS LIQUOR CO 2050948 05/12/2022 20220603 1,413.48 JOHNSON BROTHERS LIQUOR CO 2050947 05/12/2022 20220603 33.35 JOHNSON BROTHERS LIQUOR CO 2050946 05/12/2022 20220603 1,584.90 JOHNSON BROTHERS LIQUOR CO 200374 05/05/2022 20220603 -2.65 CHECK 472609 TOTAL: 35,766.84 472610 06/03/2022 PRTD 102113 AUDRANN INC 1366858 05/09/2022 20220603 2,424.64 CHECK 472610 TOTAL: 2,424.64 472611 06/03/2022 PRTD 103409 KELBRO COMPANY 2758065 05/12/2022 20220603 49.50 KELBRO COMPANY 2756439 05/12/2022 20220603 166.05 CHECK 472611 TOTAL: 215.55 472612 06/03/2022 PRTD 160373 KFI ENGINEERS PC 54998 05/04/2022 20220603 2,250.00 CHECK 472612 TOTAL: 2,250.00 472613 06/03/2022 PRTD 124002 KIMLEY-HORN AND ASSOCIATES INC 160603028-0422 04/30/2022 20220603 30,936.00 CHECK 472613 TOTAL: 30,936.00 472614 06/03/2022 PRTD 100944 KIWI KAI IMPORTS INC 164919 05/11/2022 20220603 90.25 KIWI KAI IMPORTS INC 164727 05/11/2022 20220603 4,402.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/02/2022 14:27User: STanGeilProgram ID: apcshdsb Page 17 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET CHECK 472614 TOTAL: 4,492.25 472615 06/03/2022 PRTD 119947 KRAEMER MINING & MATERIALS INC 300128 04/30/2022 20220603 336.95 CHECK 472615 TOTAL: 336.95 472616 06/03/2022 PRTD 100605 LANDS' END INC SCR1261183 02/23/2022 20220603 -240.00 LANDS' END INC SIN10200816 05/06/2022 20220603 6,480.00 CHECK 472616 TOTAL: 6,240.00 472617 06/03/2022 PRTD 101220 LANO EQUIPMENT INC 03-908798 05/05/2022 20220603 101.71 CHECK 472617 TOTAL: 101.71 472618 06/03/2022 PRTD 100852 LAWSON PRODUCTS INC 9309542449 05/06/2022 20220603 1,085.57 CHECK 472618 TOTAL: 1,085.57 472619 06/03/2022 PRTD 113952 LEICA GEOSYSTEMS INC 902841446 05/04/2022 22200037 20220603 7,470.02 CHECK 472619 TOTAL: 7,470.02 472620 06/03/2022 PRTD 135867 LIBATION PROJECT 45674 05/17/2022 20220603 894.00 LIBATION PROJECT 45675 05/17/2022 20220603 154.00 CHECK 472620 TOTAL: 1,048.00 472621 06/03/2022 PRTD 100839 KAMAN INDUSTRIAL TECHNOLOGIES D972956 05/06/2022 20220603 100.73 CHECK 472621 TOTAL: 100.73 472622 06/03/2022 PRTD 101078 LUBE-TECH ESI 2911677 05/09/2022 20220603 6,154.04 CHECK 472622 TOTAL: 6,154.04 472623 06/03/2022 PRTD 146601 LUCIC, CAITLIN 22EP0408-0506 05/06/2022 20220603 250.00 CHECK 472623 TOTAL: 250.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/02/2022 14:27User: STanGeilProgram ID: apcshdsb Page 18 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET 472624 06/03/2022 PRTD 141215 MAVERICK WINE LLC INV776895 05/17/2022 20220603 293.52 MAVERICK WINE LLC INV776870 05/17/2022 20220603 294.00 MAVERICK WINE LLC INV776912 05/17/2022 20220603 373.56 CHECK 472624 TOTAL: 961.08 472625 06/03/2022 PRTD 160372 MAVO SYSTEMS INC 83778 05/05/2022 20220603 4,703.00 CHECK 472625 TOTAL: 4,703.00 472626 06/03/2022 PRTD 101483 MENARDS 60239 04/28/2022 20220603 203.15 MENARDS 60163 04/27/2022 20220603 14.77 MENARDS 60895 05/09/2022 20220603 79.40 MENARDS 60874 05/09/2022 20220603 70.73 MENARDS 60872 05/09/2022 20220603 37.99 MENARDS 60898 05/09/2022 20220603 5.50 CHECK 472626 TOTAL: 411.54 472627 06/03/2022 PRTD 138732 TRADITION WINE & SPIRITS LLC 31774 05/17/2022 20220603 312.00 TRADITION WINE & SPIRITS LLC 31773 05/17/2022 20220603 166.00 TRADITION WINE & SPIRITS LLC 31772 05/17/2022 20220603 1,669.00 CHECK 472627 TOTAL: 2,147.00 472628 06/03/2022 PRTD 100890 HILLTOP ENTERPRISES INC 1753 05/09/2022 20220603 40.00 CHECK 472628 TOTAL: 40.00 472629 06/03/2022 PRTD 101161 MIDWEST CHEMICAL SUPPLY INC 44317 05/04/2022 20220603 371.18 CHECK 472629 TOTAL: 371.18 472630 06/03/2022 PRTD 122201 MILLER TOWING INC 282388 04/07/2022 20220603 300.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/02/2022 14:27User: STanGeilProgram ID: apcshdsb Page 19 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET CHECK 472630 TOTAL: 300.00 472631 06/03/2022 PRTD 117724 MINNEAPOLIS/ST PAUL BUSINESS JOUR 2022 MEMBERSHIP 05/04/2022 20220603 115.00 CHECK 472631 TOTAL: 115.00 472632 06/03/2022 PRTD 100522 MINNESOTA AIR INC 1839171-00 05/05/2022 20220603 254.24 CHECK 472632 TOTAL: 254.24 472633 06/03/2022 PRTD 100889 MINNESOTA GOLF ASSOCIATION INC 511722 05/06/2022 20220603 270.00 CHECK 472633 TOTAL: 270.00 472634 06/03/2022 PRTD 128914 BJKK DEVELOPMENT 32888 05/03/2022 20220603 144.15 BJKK DEVELOPMENT 32904 05/05/2022 20220603 78.00 CHECK 472634 TOTAL: 222.15 472635 06/03/2022 PRTD 140955 MODIST BREWING LLC E-31313 05/17/2022 20220603 458.00 MODIST BREWING LLC E-31312 05/17/2022 20220603 591.00 CHECK 472635 TOTAL: 1,049.00 472636 06/03/2022 PRTD 101459 ROSEMOUNT PARKS AND RECREATION NETWORK-8/11/2022 05/20/2022 20220603 35.00 CHECK 472636 TOTAL: 35.00 472637 06/03/2022 PRTD 101390 MUNICIPAL EMERGENCY SERVICES IN1698165 05/07/2022 20220603 8,729.73 CHECK 472637 TOTAL: 8,729.73 472638 06/03/2022 PRTD 100683 CHEMSEARCH 7783900 05/07/2022 20220603 815.59 CHECK 472638 TOTAL: 815.59 472639 06/03/2022 PRTD 150864 RUSTAO, THOMAS J 05012022 05/01/2022 20220603 94.90 CHECK 472639 TOTAL: 94.90 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/02/2022 14:27User: STanGeilProgram ID: apcshdsb Page 20 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET 472640 06/03/2022 PRTD 104232 NORTHERN SAFETY TECHNOLOGY INC 53996 05/05/2022 20220603 106.14 CHECK 472640 TOTAL: 106.14 472641 06/03/2022 PRTD 160385 ODP BUSINESS SOLUTIONS LLC 240237810001 05/03/2022 20220603 86.33 CHECK 472641 TOTAL: 86.33 472642 06/03/2022 PRTD 138155 OIL AIR PRODUCTS LLC 702604-004 05/04/2022 20220603 361.12 CHECK 472642 TOTAL: 361.12 472643 06/03/2022 PRTD 100936 OLSEN CHAIN & CABLE CO INC 685424 05/03/2022 20220603 111.75 OLSEN CHAIN & CABLE CO INC 685572 05/04/2022 20220603 141.25 CHECK 472643 TOTAL: 253.00 472644 06/03/2022 PRTD 141965 OMNI BREWING COMPANY LLC E-12019 05/12/2022 20220603 168.00 OMNI BREWING COMPANY LLC E-12018 05/12/2022 20220603 60.00 CHECK 472644 TOTAL: 228.00 472645 06/03/2022 PRTD 999995 City Homes Design & Build LLC ED177047-REFUND 05/26/2022 20220603 9,665.00 CHECK 472645 TOTAL: 9,665.00 472646 06/03/2022 PRTD 999997 BALL,SCOTT 00119929-5/18/22 05/18/2022 20220603 71.06 CHECK 472646 TOTAL: 71.06 472647 06/03/2022 PRTD 999997 BERG,MITCHELL 00121372-5/18/22 05/18/2022 20220603 16.56 CHECK 472647 TOTAL: 16.56 472648 06/03/2022 PRTD 999997 BERMAN,FRANK 00121926-5/18/22 05/18/2022 20220603 35.55 CHECK 472648 TOTAL: 35.55 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/02/2022 14:27User: STanGeilProgram ID: apcshdsb Page 21 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET 472649 06/03/2022 PRTD 999997 BINIUS,DAVID 00115869-5/18/22 05/18/2022 20220603 26.95 CHECK 472649 TOTAL: 26.95 472650 06/03/2022 PRTD 999997 BOARDMAN,MICHAEL 00123408-5/18/22 05/18/2022 20220603 78.30 CHECK 472650 TOTAL: 78.30 472651 06/03/2022 PRTD 999997 BROOKS,COLIN 00122743-5/18/22 05/18/2022 20220603 36.16 CHECK 472651 TOTAL: 36.16 472652 06/03/2022 PRTD 999997 CASH,DARRELL 00096442-5/18/22 05/18/2022 20220603 86.81 CHECK 472652 TOTAL: 86.81 472653 06/03/2022 PRTD 999997 CASTANDEA,WILFRIDO 00117423-5/18/22 05/18/2022 20220603 126.18 CHECK 472653 TOTAL: 126.18 472654 06/03/2022 PRTD 999997 CHOE,KYU 00106203-5/18/22 05/18/2022 20220603 305.00 CHECK 472654 TOTAL: 305.00 472655 06/03/2022 PRTD 999997 COSMOPOLITAN HOMES LLC 00127572-5/18/22 05/18/2022 20220603 43.05 CHECK 472655 TOTAL: 43.05 472656 06/03/2022 PRTD 999997 DAWSON,SCOTT 00112256-5/18/22 05/18/2022 20220603 35.38 CHECK 472656 TOTAL: 35.38 472657 06/03/2022 PRTD 999997 DEVRIES, COLE 00127256-5/18/22 05/18/2022 20220603 88.53 CHECK 472657 TOTAL: 88.53 472658 06/03/2022 PRTD 999997 DIENST,JAY 00113535-5/18/22 05/18/2022 20220603 200.00 CHECK 472658 TOTAL: 200.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/02/2022 14:27User: STanGeilProgram ID: apcshdsb Page 22 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET 472659 06/03/2022 PRTD 999997 DUTCHMAN PROPERTIES LLC 00126943-5/18/22 05/18/2022 20220603 87.18 CHECK 472659 TOTAL: 87.18 472660 06/03/2022 PRTD 999997 EDINA PROPERTIES, INC 00127731-5/18/22 05/18/2022 20220603 447.45 CHECK 472660 TOTAL: 447.45 472661 06/03/2022 PRTD 999997 ELLIASEN,CAROLYN 00084584-5/18/22 05/18/2022 20220603 49.68 CHECK 472661 TOTAL: 49.68 472662 06/03/2022 PRTD 999997 EMORY,JAYNE 00113208-5/18/22 05/18/2022 20220603 246.30 CHECK 472662 TOTAL: 246.30 472663 06/03/2022 PRTD 999997 GANGANI,SALIMA 00124230-5/18/22 05/18/2022 20220603 42.64 CHECK 472663 TOTAL: 42.64 472664 06/03/2022 PRTD 999997 GARCIA,SANTIAGO 00115973-5/18/22 05/18/2022 20220603 304.16 CHECK 472664 TOTAL: 304.16 472665 06/03/2022 PRTD 999997 HAPPE,DOUG 00126373-5/18/22 05/18/2022 20220603 51.51 CHECK 472665 TOTAL: 51.51 472666 06/03/2022 PRTD 999997 HEDBERG,STEPHEN 00118280-5/18/22 05/18/2022 20220603 10.66 CHECK 472666 TOTAL: 10.66 472667 06/03/2022 PRTD 999997 HELME,BRIAN 00124289-5/18/22 05/18/2022 20220603 30.17 CHECK 472667 TOTAL: 30.17 472668 06/03/2022 PRTD 999997 HUDSON,GARY 00102773-5/18/22 05/18/2022 20220603 200.00 CHECK 472668 TOTAL: 200.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/02/2022 14:27User: STanGeilProgram ID: apcshdsb Page 23 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET 472669 06/03/2022 PRTD 999997 JACOBS,WALTER 00091456-5/18/22 05/18/2022 20220603 132.17 CHECK 472669 TOTAL: 132.17 472670 06/03/2022 PRTD 999997 JOHNSON ESTATE RUTH 00087590-5/18/22 05/18/2022 20220603 81.89 CHECK 472670 TOTAL: 81.89 472671 06/03/2022 PRTD 999997 KAPACINSKAS,HEIDI 00116462-5/18/22 05/18/2022 20220603 125.58 CHECK 472671 TOTAL: 125.58 472672 06/03/2022 PRTD 999997 KOOYER,ANDREW 00120327-5/18/22 05/18/2022 20220603 40.42 CHECK 472672 TOTAL: 40.42 472673 06/03/2022 PRTD 999997 KUNTZ,JOHN 00088014-5/18/22 05/18/2022 20220603 35.21 CHECK 472673 TOTAL: 35.21 472674 06/03/2022 PRTD 999997 LEE,LAUREL 00120343-5/18/22 05/18/2022 20220603 99.89 CHECK 472674 TOTAL: 99.89 472675 06/03/2022 PRTD 999997 MOORE,THOMAS 00113858-5/18/22 05/18/2022 20220603 34.08 CHECK 472675 TOTAL: 34.08 472676 06/03/2022 PRTD 999997 NASIEDLAK,TYLER 00109205-5/18/22 05/18/2022 20220603 224.54 CHECK 472676 TOTAL: 224.54 472677 06/03/2022 PRTD 999997 NILSSEN,BETH 00119198-5/18/22 05/18/2022 20220603 27.87 CHECK 472677 TOTAL: 27.87 472678 06/03/2022 PRTD 999997 NOONAN PROPERTIES LLC 00124668-5/18/22 05/18/2022 20220603 43.53 CHECK 472678 TOTAL: 43.53 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/02/2022 14:27User: STanGeilProgram ID: apcshdsb Page 24 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET 472679 06/03/2022 PRTD 999997 OPITZ,MICHAEL 00086356-5/18/22 05/18/2022 20220603 41.99 CHECK 472679 TOTAL: 41.99 472680 06/03/2022 PRTD 999997 OROZCO,PABLO 00122342-5/18/22 05/18/2022 20220603 285.00 CHECK 472680 TOTAL: 285.00 472681 06/03/2022 PRTD 999997 PEDERSON,KATHLEEN 00123082-5/18/22 05/18/2022 20220603 1,012.83 CHECK 472681 TOTAL: 1,012.83 472682 06/03/2022 PRTD 999997 PETERSON,BRETT 00118630-5/18/22 05/18/2022 20220603 49.35 CHECK 472682 TOTAL: 49.35 472683 06/03/2022 PRTD 999997 POTTS,KENNETH 00084478-5/18/22 05/18/2022 20220603 46.48 CHECK 472683 TOTAL: 46.48 472684 06/03/2022 PRTD 999997 PTO MANAGEMENT CO 00128235-5/18/22 05/18/2022 20220603 30.55 CHECK 472684 TOTAL: 30.55 472685 06/03/2022 PRTD 999997 REFINED REAL ESTATE HOLDINGS LLC 00126385-5/18/22 05/18/2022 20220603 27.01 CHECK 472685 TOTAL: 27.01 472686 06/03/2022 PRTD 999997 RINN,ALEXANDER 00125837-5/18/22 05/18/2022 20220603 15.88 CHECK 472686 TOTAL: 15.88 472687 06/03/2022 PRTD 999997 SCOTT,NICK 00116725-5/18/22 05/18/2022 20220603 26.38 CHECK 472687 TOTAL: 26.38 472688 06/03/2022 PRTD 999997 SENDAR,JORDAN 00122915-5/18/22 05/18/2022 20220603 31.06 CHECK 472688 TOTAL: 31.06 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/02/2022 14:27User: STanGeilProgram ID: apcshdsb Page 25 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET 472689 06/03/2022 PRTD 999997 SEXTON,MARK 00123960-5/18/22 05/18/2022 20220603 18.03 CHECK 472689 TOTAL: 18.03 472690 06/03/2022 PRTD 999997 SMITH,JACOB 00117285-5/18/22 05/18/2022 20220603 55.67 CHECK 472690 TOTAL: 55.67 472691 06/03/2022 PRTD 999997 STEINBERG,GENE 00128193-5/18/22 05/18/2022 20220603 202.96 CHECK 472691 TOTAL: 202.96 472692 06/03/2022 PRTD 999997 STENSBY,GARY 00085329-5/18/22 05/18/2022 20220603 52.15 CHECK 472692 TOTAL: 52.15 472693 06/03/2022 PRTD 999997 STEVENS,MARK 00126391-5/18/22 05/18/2022 20220603 330.00 CHECK 472693 TOTAL: 330.00 472694 06/03/2022 PRTD 999997 STROMBERG,JAMES 00126933-5/18/22 05/18/2022 20220603 231.24 CHECK 472694 TOTAL: 231.24 472695 06/03/2022 PRTD 999997 THOMPSON,HOLLY 00127896-5/18/22 05/18/2022 20220603 65.11 CHECK 472695 TOTAL: 65.11 472696 06/03/2022 PRTD 999997 TOUSIGNANT, DAN 00122263-5/18/22 05/18/2022 20220603 128.78 CHECK 472696 TOTAL: 128.78 472697 06/03/2022 PRTD 999997 WARD,LYLE G. 00087143-5/18/22 05/18/2022 20220603 79.78 CHECK 472697 TOTAL: 79.78 472698 06/03/2022 PRTD 999997 WILLIAMSON,STANLEY 00118268-5/18/22 05/18/2022 20220603 126.29 CHECK 472698 TOTAL: 126.29 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/02/2022 14:27User: STanGeilProgram ID: apcshdsb Page 26 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET 472699 06/03/2022 PRTD 999997 WOLFF,JASON 00124350-5/18/22 05/18/2022 20220603 292.01 CHECK 472699 TOTAL: 292.01 472700 06/03/2022 PRTD 999997 WOODSTROM,MAXINE 00085800-5/18/22 05/18/2022 20220603 47.62 CHECK 472700 TOTAL: 47.62 472701 06/03/2022 PRTD 999997 YANDA,STEPHEN 00112987-5/18/22 05/18/2022 20220603 71.05 CHECK 472701 TOTAL: 71.05 472702 06/03/2022 PRTD 145078 PACIFIC RIM VENTURES INC 1364839-01 05/09/2022 20220603 84.75 CHECK 472702 TOTAL: 84.75 472703 06/03/2022 PRTD 129485 PAPCO INC 224936 05/06/2022 20220603 372.83 CHECK 472703 TOTAL: 372.83 472704 06/03/2022 PRTD 141258 PEMBER COMPANIES INC 12923 ENG 22-7NB #2 05/03/2022 20220603 6,886.28 CHECK 472704 TOTAL: 6,886.28 472705 06/03/2022 PRTD 100945 PEPSI-COLA COMPANY 34544953 05/16/2022 20220603 734.45 PEPSI-COLA COMPANY 34602758 05/16/2022 20220603 270.67 CHECK 472705 TOTAL: 1,005.12 472706 06/03/2022 PRTD 149249 PEQUOD DISTRIBUTING W-146590 05/12/2022 20220603 138.00 PEQUOD DISTRIBUTING W-146589 05/12/2022 20220603 451.00 PEQUOD DISTRIBUTING W-146592 05/12/2022 20220603 133.00 PEQUOD DISTRIBUTING W-146591 05/12/2022 20220603 96.00 PEQUOD DISTRIBUTING W-146594 05/12/2022 20220603 306.00 PEQUOD DISTRIBUTING W-146593 05/12/2022 20220603 188.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/02/2022 14:27User: STanGeilProgram ID: apcshdsb Page 27 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET CHECK 472706 TOTAL: 1,312.00 472707 06/03/2022 PRTD 138081 PETERSON SALT & WATER TREATMENT 197685 05/09/2022 20220603 95.76 PETERSON SALT & WATER TREATMENT 197554 05/04/2022 20220603 332.22 CHECK 472707 TOTAL: 427.98 472708 06/03/2022 PRTD 100954 PIONEER RIM & WHEEL COMPANY 01CL5624 05/03/2022 20220603 85.28 CHECK 472708 TOTAL: 85.28 472709 06/03/2022 PRTD 130475 POREDA, STEPHEN 22CLP0008 05/19/2022 20220603 335.00 CHECK 472709 TOTAL: 335.00 472710 06/03/2022 PRTD 128861 PRIMARY PRODUCTS COMPANY 75977 05/05/2022 20220603 1,242.00 CHECK 472710 TOTAL: 1,242.00 472711 06/03/2022 PRTD 106322 SCHENCK, DAVID 159522 05/03/2022 20220603 309.11 SCHENCK, DAVID 159535 05/03/2022 20220603 240.14 CHECK 472711 TOTAL: 549.25 472712 06/03/2022 PRTD 133091 RANGE SERVANT AMERICA INC 115341 05/04/2022 20220603 1,442.28 CHECK 472712 TOTAL: 1,442.28 472713 06/03/2022 PRTD 104642 RCM SPECIALTIES INC 8429 05/06/2022 20220603 568.75 CHECK 472713 TOTAL: 568.75 472714 06/03/2022 PRTD 104643 RECREATION SUPPLY COMPANY INC 459370 05/06/2022 20220603 343.25 RECREATION SUPPLY COMPANY INC 459371 05/06/2022 20220603 413.25 CHECK 472714 TOTAL: 756.50 472715 06/03/2022 PRTD 138298 RED BULL DISTRIBUTION COMPANY INC 5001754408 05/12/2022 20220603 520.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/02/2022 14:27User: STanGeilProgram ID: apcshdsb Page 28 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET CHECK 472715 TOTAL: 520.00 472716 06/03/2022 PRTD 160398 REFERRAL COLLISION 7527 04/25/2022 20220603 2,650.00 CHECK 472716 TOTAL: 2,650.00 472717 06/03/2022 PRTD 114799 RES GREAT LAKES LLC IN25692 05/05/2022 20220603 590.00 CHECK 472717 TOTAL: 590.00 472718 06/03/2022 PRTD 100977 RICHFIELD PLUMBING COMPANY 84603 05/09/2022 20220603 245.14 CHECK 472718 TOTAL: 245.14 472719 06/03/2022 PRTD 101659 ORKIN 226296260 05/03/2022 20220603 142.36 ORKIN 225167889 04/26/2022 20220603 30.00 ORKIN 225168076 04/26/2022 20220603 30.00 ORKIN 225168930 04/26/2022 20220603 75.00 CHECK 472719 TOTAL: 277.36 472720 06/03/2022 PRTD 160255 SACHS, FRANK D 000146 05/06/2022 20220603 400.00 CHECK 472720 TOTAL: 400.00 472721 06/03/2022 PRTD 100995 SHORT-ELLIOT-HENDRICKSON INCORPOR 424787 05/06/2022 20220603 5,539.42 SHORT-ELLIOT-HENDRICKSON INCORPOR 424931 05/09/2022 20220603 1,091.91 CHECK 472721 TOTAL: 6,631.33 472722 06/03/2022 PRTD 120784 WALSH GRAPHICS INC 17121 05/03/2022 20220603 330.54 CHECK 472722 TOTAL: 330.54 472723 06/03/2022 PRTD 120292 SIGNATURE CONCEPTS INC 341159 05/25/2022 20220603 788.93 CHECK 472723 TOTAL: 788.93 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/02/2022 14:27User: STanGeilProgram ID: apcshdsb Page 29 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET 472724 06/03/2022 PRTD 137482 SITEONE LANDSCAPE SUPPLY LLC 117759347-0012 05/03/2022 20220603 16,951.74 SITEONE LANDSCAPE SUPPLY LLC 118917981-001 05/09/2022 20220603 187.11 CHECK 472724 TOTAL: 17,138.85 472725 06/03/2022 PRTD 132195 SMALL LOT MN MN52858 05/17/2022 20220603 437.00 CHECK 472725 TOTAL: 437.00 472726 06/03/2022 PRTD 100430 SNAP-ON INDUSTRIAL ARV/52844426 05/06/2022 20220603 15.03 CHECK 472726 TOTAL: 15.03 472727 06/03/2022 PRTD 101000 RJM PRINTING INC 120641014 05/04/2022 20220603 163.63 CHECK 472727 TOTAL: 163.63 472728 06/03/2022 PRTD 127878 SOUTHERN GLAZERS WINE & SPIRITS L 2211366 05/13/2022 20220603 1,127.20 SOUTHERN GLAZERS WINE & SPIRITS L 2211368 05/13/2022 20220603 1,127.20 SOUTHERN GLAZERS WINE & SPIRITS L 2211367 05/13/2022 20220603 1,127.20 CHECK 472728 TOTAL: 3,381.60 472729 06/03/2022 PRTD 100181 SPEEDY KEYS 220850 05/06/2022 20220603 320.00 CHECK 472729 TOTAL: 320.00 472730 06/03/2022 PRTD 101007 STAR TRIBUNE 493121-05/22/2022 05/22/2022 20220603 1,159.60 CHECK 472730 TOTAL: 1,159.60 472731 06/03/2022 PRTD 101015 STREICHERS INC I1566351 05/03/2022 20220603 38.99 STREICHERS INC I1566811 05/05/2022 20220603 228.99 CHECK 472731 TOTAL: 267.98 472732 06/03/2022 PRTD 101017 SUBURBAN CHEVROLET 20234P 04/19/2022 20220603 82.76 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/02/2022 14:27User: STanGeilProgram ID: apcshdsb Page 30 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET CHECK 472732 TOTAL: 82.76 472733 06/03/2022 PRTD 105874 SUBURBAN TIRE WHOLESALE INC 10186462 05/04/2022 20220603 436.80 CHECK 472733 TOTAL: 436.80 472734 06/03/2022 PRTD 151143 TALKING WATERS BREWING CO LLC 2822 05/12/2022 20220603 310.00 CHECK 472734 TOTAL: 310.00 472735 06/03/2022 PRTD 104932 TAYLOR MADE 35677927 03/17/2022 20220603 399.41 TAYLOR MADE 35678514 03/17/2022 20220603 399.41 TAYLOR MADE 35680696 03/17/2022 20220603 1,063.13 TAYLOR MADE 35825806 04/18/2022 20220603 247.04 TAYLOR MADE 35858306 04/26/2022 20220603 240.83 CHECK 472735 TOTAL: 2,349.82 472736 06/03/2022 PRTD 101038 TOLL COMPANY 10459352 05/09/2022 20220603 86.32 CHECK 472736 TOTAL: 86.32 472737 06/03/2022 PRTD 124753 TOSHIBA FINANCIAL SERVICES 5020092771 05/07/2022 20220603 207.55 CHECK 472737 TOTAL: 207.55 472738 06/03/2022 PRTD 104064 TRANS UNION RISK AND ALTERNATIVE 269634-202204-1 05/01/2022 20220603 341.60 CHECK 472738 TOTAL: 341.60 472739 06/03/2022 PRTD 136342 TRAVISMATHEW LLC 90741746 05/03/2022 20220603 110.52 TRAVISMATHEW LLC 90754802 05/12/2022 20220603 229.21 CHECK 472739 TOTAL: 339.73 472740 06/03/2022 PRTD 160317 ARTINA GROUP 71845 05/03/2022 20220603 1,266.50 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/02/2022 14:27User: STanGeilProgram ID: apcshdsb Page 31 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET CHECK 472740 TOTAL: 1,266.50 472741 06/03/2022 PRTD 140009 US KIDS GOLF LLC IN2046507 05/02/2022 20220603 195.90 CHECK 472741 TOTAL: 195.90 472742 06/03/2022 PRTD 100050 USPS 689097 05/27/2022 20220603 5,613.35 CHECK 472742 TOTAL: 5,613.35 472743 06/03/2022 PRTD 160036 VAULT HEALTH FL00507673 05/03/2022 20220603 279.87 CHECK 472743 TOTAL: 279.87 472744 06/03/2022 PRTD 101064 VESSCO INC 087559 05/05/2022 20220603 327.85 VESSCO INC 087486 04/29/2022 22200020 20220603 61,792.30 CHECK 472744 TOTAL: 62,120.15 472745 06/03/2022 PRTD 160387 VIC'S CRANE AND HEAVY HAUL INC 48417 05/03/2022 20220603 7,585.00 CHECK 472745 TOTAL: 7,585.00 472746 06/03/2022 PRTD 148579 VIERKANT DISPOSAL LLC 4/1/22 - 4/30/22 05/09/2022 20220603 67,985.00 CHECK 472746 TOTAL: 67,985.00 472747 06/03/2022 PRTD 119454 VINOCOPIA INC 0304119-IN 05/12/2022 20220603 697.50 VINOCOPIA INC 0304117-IN 05/12/2022 20220603 783.50 VINOCOPIA INC 0304118-IN 05/12/2022 20220603 161.25 VINOCOPIA INC 0304121-IN 05/12/2022 20220603 66.50 VINOCOPIA INC 0304143-IN 05/12/2022 20220603 419.75 VINOCOPIA INC 0304122-IN 05/12/2022 20220603 1,419.50 CHECK 472747 TOTAL: 3,548.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/02/2022 14:27User: STanGeilProgram ID: apcshdsb Page 32 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET 472748 06/03/2022 PRTD 143468 PORTAGE BREWING COMPANY 002180 05/12/2022 20220603 348.00 CHECK 472748 TOTAL: 348.00 472749 06/03/2022 PRTD 101033 WINE COMPANY 204351 05/17/2022 20220603 1,772.00 WINE COMPANY 204352 05/17/2022 20220603 242.00 CHECK 472749 TOTAL: 2,014.00 472750 06/03/2022 PRTD 130471 WINFIELD SOLUTIONS LLC 64765237 11/10/2021 20220603 7,743.46 WINFIELD SOLUTIONS LLC 64765240 11/10/2021 20220603 3,534.92 CHECK 472750 TOTAL: 11,278.38 472751 06/03/2022 PRTD 124503 WINSUPPLY EDEN PRAIRIE MN CO 226974 01 05/04/2022 20220603 27.95 WINSUPPLY EDEN PRAIRIE MN CO 226982 01 05/05/2022 20220603 54.04 CHECK 472751 TOTAL: 81.99 472752 06/03/2022 PRTD 142162 WOODEN HILL BREWING COMPANY LLC 3399 05/12/2022 20220603 197.10 WOODEN HILL BREWING COMPANY LLC 3400 05/12/2022 20220603 51.00 WOODEN HILL BREWING COMPANY LLC 3401 05/12/2022 20220603 250.80 CHECK 472752 TOTAL: 498.90 472753 06/03/2022 PRTD 136192 ZOLL MEDICAL CORPORATION 3499136 05/06/2022 20220603 40.54 ZOLL MEDICAL CORPORATION 3499754 05/09/2022 20220603 220.82 CHECK 472753 TOTAL: 261.36 472754 06/03/2022 PRTD 160252 HANCE UTILITY SERVICE, INC. 30570 05/03/2022 20220603 5,026.10 CHECK 472754 TOTAL: 5,026.10 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/02/2022 14:27User: STanGeilProgram ID: apcshdsb Page 33 NUMBER OF CHECKS 237 *** CASH ACCOUNT TOTAL *** 662,343.57 COUNT AMOUNT TOTAL PRINTED CHECKS 237 662,343.57 *** GRAND TOTAL *** 662,343.57 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/09/2022 13:11User: STanGeilProgram ID: apcshdsb Page 40 JOURNAL ENTRIES TO BE CREATED FUND SUB FUND DUE TO DUE FR 1000 General 90,188.752100 Police Special Revenue 455.002500 Conservation & Sustainability 14,975.122600 Housing & Redvlpmt Authority 6,850.004000 Capital Projects 74,458.974200 Equipment Replacement 31,640.604400 PIR Capital Projects 31,045.005100 Art Center 3,149.905200 Braemar Golf Course 31,517.495300 Aquatic Center 17,683.105400 Edinborough Park 3,444.635500 Braemar Arena 6,851.115600 Braemar Field 7,700.805700 Centennial Lakes 5,251.555800 Liquor 244,112.315900 Utility Fund 60,820.285900 Utility Fund 13,121.015900 Utility Fund 21,211.656100 Equipment Operations 41,323.086300 Facilities Management 3,004.357100 PS Training Facility 1,098.887200 MN Task Force 1 5,170.409000 Payroll 42,060.209999 Pooled Cash Fund 757,134.18 TOTAL 757,134.18 757,134.18 ** END OF REPORT - Generated by Shirleng Tan Geil ** City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/09/2022 13:11User: STanGeilProgram ID: apcshdsb Page 1 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET 472755 06/10/2022 PRTD 133644 A DYNAMIC DOOR CO INC 22205112 05/11/2022 20220610 435.70 CHECK 472755 TOTAL: 435.70 472756 06/10/2022 PRTD 133522 AARP DRIVER SAFETY PROGRAM C10532 05/12/2022 20220610 395.00 CHECK 472756 TOTAL: 395.00 472757 06/10/2022 PRTD 101304 ABM EQUIPMENT & SUPPLY 0170906-IN 05/10/2022 20220610 1,330.14 CHECK 472757 TOTAL: 1,330.14 472758 06/10/2022 PRTD 135922 ACUSHNET COMPANY 912835702 03/22/2022 20220610 352.83 ACUSHNET COMPANY 912844086 03/23/2022 20220610 504.01 ACUSHNET COMPANY 912867317 03/27/2022 20220610 656.69 ACUSHNET COMPANY 913083684 04/20/2022 20220610 118.67 ACUSHNET COMPANY 913083691 04/20/2022 20220610 928.43 ACUSHNET COMPANY 913106976 04/22/2022 20220610 404.07 ACUSHNET COMPANY 913325017 05/19/2022 20220610 461.55 ACUSHNET COMPANY 913342072 05/21/2022 20220610 245.36 ACUSHNET COMPANY 913352831 05/23/2022 20220610 685.40 ACUSHNET COMPANY 913376457 05/25/2022 20220610 80.42 CHECK 472758 TOTAL: 4,437.43 472759 06/10/2022 PRTD 143557 ADIDAS AMERICA INC 6156548701 04/20/2022 20220610 427.26 ADIDAS AMERICA INC 6156538640 04/18/2022 20220610 518.42 CHECK 472759 TOTAL: 945.68 472760 06/10/2022 PRTD 140318 ADVANCED ELEMENTS INC 80639 05/10/2022 20220610 36,246.50 ADVANCED ELEMENTS INC 80661 05/10/2022 20220610 752.50 CHECK 472760 TOTAL: 36,999.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/09/2022 13:11User: STanGeilProgram ID: apcshdsb Page 2 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET 472761 06/10/2022 PRTD 160201 TB GLASS 8527 05/13/2022 20220610 665.00 CHECK 472761 TOTAL: 665.00 472762 06/10/2022 PRTD 138492 ALL STATE COMMUNICATIONS INC 325841 05/10/2022 20220610 625.00 CHECK 472762 TOTAL: 625.00 472763 06/10/2022 PRTD 137833 PEREGRINE AWARDS AND PROMOTIONAL 10937 05/13/2022 20220610 311.92 PEREGRINE AWARDS AND PROMOTIONAL 10938 05/13/2022 20220610 16.00 CHECK 472763 TOTAL: 327.92 472764 06/10/2022 PRTD 141960 AMAZON CAPITAL SERVICES 1X9N-TMR6-Y9NQ 05/10/2022 20220610 453.46 AMAZON CAPITAL SERVICES 1KNT-CMTW-7474 05/10/2022 20220610 29.98 AMAZON CAPITAL SERVICES 1Q4R-J1W7-CQ39 05/10/2022 20220610 28.77 AMAZON CAPITAL SERVICES 1YMV-TXXK-CLTH 05/10/2022 20220610 1,199.46 AMAZON CAPITAL SERVICES 1WVP-P4JN-CM1P 05/10/2022 20220610 203.83 AMAZON CAPITAL SERVICES 1L9C-WW3Q-QL1F 05/11/2022 20220610 25.10 AMAZON CAPITAL SERVICES 1H1H-9YMT-RRQ3 05/11/2022 20220610 17.97 AMAZON CAPITAL SERVICES 1YMV-TXXK-RWQ9 05/11/2022 20220610 61.32 AMAZON CAPITAL SERVICES 1HTY-96CC-TXXD 05/11/2022 20220610 30.65 AMAZON CAPITAL SERVICES 1WVP-P4JN-V3Y3 05/11/2022 20220610 34.97 AMAZON CAPITAL SERVICES 1YQL-F7Y1-1YPX 05/11/2022 20220610 27.18 AMAZON CAPITAL SERVICES 1TQC-VX4C-16QW 05/11/2022 20220610 169.59 AMAZON CAPITAL SERVICES 1VC7-9RQN-3QP4 05/11/2022 20220610 57.77 AMAZON CAPITAL SERVICES 1LFC-G41W-47N9 05/11/2022 20220610 70.68 AMAZON CAPITAL SERVICES 1LFC-G41W-4R1X 05/11/2022 20220610 34.98 AMAZON CAPITAL SERVICES 1VC7-9RQN-9G1J 05/11/2022 20220610 55.99 AMAZON CAPITAL SERVICES 1TQC-VX4C-KWKK 05/12/2022 20220610 78.56 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/09/2022 13:11User: STanGeilProgram ID: apcshdsb Page 3 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET AMAZON CAPITAL SERVICES 14VC-3LY4-P7V3 05/12/2022 20220610 102.98 AMAZON CAPITAL SERVICES 1H7N-X13R-RTLJ 05/12/2022 20220610 128.84 AMAZON CAPITAL SERVICES 1TR1-YQ4P-RJQQ 05/12/2022 20220610 55.90 AMAZON CAPITAL SERVICES 1VC7-9RQN-VT3P 05/12/2022 20220610 26.60 AMAZON CAPITAL SERVICES 1RDX-KY1T-V633 05/12/2022 20220610 210.59 AMAZON CAPITAL SERVICES 1Q17-3H6C-6Q17 05/12/2022 20220610 36.58 AMAZON CAPITAL SERVICES 1LH1-7MTK-FNTP 05/13/2022 20220610 752.37 AMAZON CAPITAL SERVICES 11WT-QFMR-RGKQ 05/13/2022 20220610 14.95 AMAZON CAPITAL SERVICES 1MK7-X73M-6R94 05/14/2022 20220610 33.33 AMAZON CAPITAL SERVICES 1MK7-X73M-LL7K 05/14/2022 20220610 23.99 AMAZON CAPITAL SERVICES 1DVY-9FLV-6KHR 05/15/2022 20220610 11.95 AMAZON CAPITAL SERVICES 1LTY-16DT-JFY7 05/16/2022 20220610 89.01 AMAZON CAPITAL SERVICES 163L-PDQ3-JTDT 05/16/2022 20220610 67.96 AMAZON CAPITAL SERVICES 1FJM-1JLV-W1X4 05/16/2022 20220610 25.70 AMAZON CAPITAL SERVICES 11XD-KH9R-4W7V 05/16/2022 20220610 57.54 AMAZON CAPITAL SERVICES 16TC-373C-7H4K 05/19/2022 20220610 -51.49 AMAZON CAPITAL SERVICES 1N4C-NMVL-6MMT 05/19/2022 20220610 -51.49 CHECK 472764 TOTAL: 4,115.57 472765 06/10/2022 PRTD 151441 ARAMARK UNIFORM AND CAREER APPEAL 250000152585 05/11/2022 20220610 341.21 ARAMARK UNIFORM AND CAREER APPEAL 2500011051 05/16/2022 20220610 190.51 CHECK 472765 TOTAL: 531.72 472766 06/10/2022 PRTD 151756 ARBEITER BREWING COMPANY LLC 685 05/19/2022 20220610 96.00 ARBEITER BREWING COMPANY LLC 686 05/19/2022 20220610 96.00 CHECK 472766 TOTAL: 192.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/09/2022 13:11User: STanGeilProgram ID: apcshdsb Page 4 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET 472767 06/10/2022 PRTD 106304 ASPEN MILLS INC 293554 05/06/2022 20220610 168.33 ASPEN MILLS INC 293560 05/06/2022 20220610 553.31 ASPEN MILLS INC 293556 05/06/2022 20220610 82.85 ASPEN MILLS INC 293555 05/06/2022 20220610 26.50 CHECK 472767 TOTAL: 830.99 472768 06/10/2022 PRTD 102774 ASPEN WASTE SYSTEMS OF MINNESOTA S1247004-053122 05/31/2022 20220610 435.00 ASPEN WASTE SYSTEMS OF MINNESOTA S1422086-060122 06/01/2022 20220610 7,203.37 ASPEN WASTE SYSTEMS OF MINNESOTA S1406543-060122 06/01/2022 20220610 9,639.15 ASPEN WASTE SYSTEMS OF MINNESOTA S1405453-060122 06/01/2022 20220610 2,746.36 ASPEN WASTE SYSTEMS OF MINNESOTA S1146354-060122 06/01/2022 20220610 298.40 CHECK 472768 TOTAL: 20,322.28 472769 06/10/2022 PRTD 101718 IEH AUTO PARTS LLC 380105533 05/12/2022 20220610 12.00 IEH AUTO PARTS LLC 380105354 05/10/2022 20220610 3.00 CHECK 472769 TOTAL: 15.00 472770 06/10/2022 PRTD 141881 FIDELITY SECURITY LIFE 2868550 05/26/2022 20220610 2,898.46 CHECK 472770 TOTAL: 2,898.46 472771 06/10/2022 PRTD 102709 BDS LAUNDRY SYSTEMS LMV418242 05/10/2022 20220610 285.55 CHECK 472771 TOTAL: 285.55 472772 06/10/2022 PRTD 101355 BELLBOY CORPORATION 0094935700 05/19/2022 20220610 2,011.85 BELLBOY CORPORATION 0094896800 05/19/2022 20220610 88.65 BELLBOY CORPORATION 0105149900 05/19/2022 20220610 24.11 BELLBOY CORPORATION 0105149800 05/19/2022 20220610 501.73 BELLBOY CORPORATION 01015166900 05/19/2022 20220610 52.79 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/09/2022 13:11User: STanGeilProgram ID: apcshdsb Page 5 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET BELLBOY CORPORATION 0094936100 05/19/2022 20220610 2,293.25 BELLBOY CORPORATION 0105167000 05/19/2022 20220610 91.25 BELLBOY CORPORATION 0094935600 05/19/2022 20220610 131.70 BELLBOY CORPORATION 0094935400 05/19/2022 20220610 1,156.80 CHECK 472772 TOTAL: 6,352.13 472773 06/10/2022 PRTD 142153 BLACK STACK BREWING INC 17643 05/19/2022 20220610 432.00 BLACK STACK BREWING INC 17644 05/19/2022 20220610 396.00 BLACK STACK BREWING INC 17642 05/19/2022 20220610 306.00 CHECK 472773 TOTAL: 1,134.00 472774 06/10/2022 PRTD 105367 BOUND TREE MEDICAL LLC 84517931 05/11/2022 20220610 403.88 BOUND TREE MEDICAL LLC 84522366 05/13/2022 20220610 48.29 CHECK 472774 TOTAL: 452.17 472775 06/10/2022 PRTD 119351 BOURGET IMPORTS 186775 05/10/2022 20220610 209.77 BOURGET IMPORTS 187178 05/24/2022 20220610 2,196.50 BOURGET IMPORTS 187180 05/24/2022 20220610 669.23 CHECK 472775 TOTAL: 3,075.50 472776 06/10/2022 PRTD 117040 BOYER FORD TRUCKS INC 005P12484 05/12/2022 20220610 52.51 CHECK 472776 TOTAL: 52.51 472777 06/10/2022 PRTD 125155 BRAUN, MICHAEL 3122 05/13/2022 20220610 607.02 CHECK 472777 TOTAL: 607.02 472778 06/10/2022 PRTD 124291 BREAKTHRU BEVERAGE MINNESOTA WINE 344156513 05/18/2022 20220610 140.55 BREAKTHRU BEVERAGE MINNESOTA WINE 344156511 05/18/2022 20220610 1,696.10 BREAKTHRU BEVERAGE MINNESOTA WINE 344156510 05/18/2022 20220610 2,701.11 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/09/2022 13:11User: STanGeilProgram ID: apcshdsb Page 6 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET BREAKTHRU BEVERAGE MINNESOTA WINE 344156512 05/18/2022 20220610 110.68 BREAKTHRU BEVERAGE MINNESOTA WINE 344156509 05/18/2022 20220610 6,162.22 BREAKTHRU BEVERAGE MINNESOTA WINE 344156495 05/18/2022 20220610 2,701.11 BREAKTHRU BEVERAGE MINNESOTA WINE 344156496 05/18/2022 20220610 156.55 BREAKTHRU BEVERAGE MINNESOTA WINE 344156497 05/18/2022 20220610 718.90 BREAKTHRU BEVERAGE MINNESOTA WINE 344156498 05/18/2022 20220610 1,260.15 BREAKTHRU BEVERAGE MINNESOTA WINE 344156493 05/18/2022 20220610 2,221.09 BREAKTHRU BEVERAGE MINNESOTA WINE 344156516 05/18/2022 20220610 2,701.11 BREAKTHRU BEVERAGE MINNESOTA WINE 344156515 05/18/2022 20220610 2,448.41 BREAKTHRU BEVERAGE MINNESOTA WINE 344156514 05/18/2022 20220610 97.15 BREAKTHRU BEVERAGE MINNESOTA WINE 344200841 05/20/2022 20220610 220.15 BREAKTHRU BEVERAGE MINNESOTA WINE 344200831 05/20/2022 20220610 220.15 BREAKTHRU BEVERAGE MINNESOTA WINE 344200840 05/20/2022 20220610 220.15 CHECK 472778 TOTAL: 23,775.58 472779 06/10/2022 PRTD 124529 BREAKTHRU BEVERAGE MINNESOTA BEER 344156494 05/18/2022 20220610 159.45 BREAKTHRU BEVERAGE MINNESOTA BEER 344222156 05/24/2022 20220610 179.40 BREAKTHRU BEVERAGE MINNESOTA BEER 344222155 05/24/2022 20220610 2,927.80 BREAKTHRU BEVERAGE MINNESOTA BEER 344222157 05/24/2022 20220610 2,176.60 CHECK 472779 TOTAL: 5,443.25 472780 06/10/2022 PRTD 100648 BERTELSON BROTHERS INC WO-1186017-1 05/11/2022 20220610 123.27 BERTELSON BROTHERS INC WO-1186017-2 05/12/2022 20220610 2.77 CHECK 472780 TOTAL: 126.04 472781 06/10/2022 PRTD 138462 CAGLEY, WILLIAM J 22CLP0022 06/06/2022 20220610 200.00 CHECK 472781 TOTAL: 200.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/09/2022 13:11User: STanGeilProgram ID: apcshdsb Page 7 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET 472782 06/10/2022 PRTD 102149 CALLAWAY GOLF 934308807 02/16/2022 20220610 1,174.80 CALLAWAY GOLF 934313114 02/17/2022 20220610 351.00 CALLAWAY GOLF 934327902 02/18/2022 20220610 969.30 CALLAWAY GOLF 934321570 02/18/2022 20220610 355.08 CALLAWAY GOLF 934321571 02/18/2022 20220610 117.48 CALLAWAY GOLF 934332354 02/19/2022 20220610 234.96 CALLAWAY GOLF 934683103 04/19/2022 20220610 137.70 CALLAWAY GOLF 934683104 04/19/2022 20220610 847.80 CHECK 472782 TOTAL: 4,188.12 472783 06/10/2022 PRTD 119455 CAPITOL BEVERAGE SALES LP 2689921 05/20/2022 20220610 1,603.75 CAPITOL BEVERAGE SALES LP 2689920 05/20/2022 20220610 1,105.00 CAPITOL BEVERAGE SALES LP 2689922 05/20/2022 20220610 28.00 CAPITOL BEVERAGE SALES LP 2689923 05/20/2022 20220610 3,465.50 CAPITOL BEVERAGE SALES LP 2691194 05/24/2022 20220610 552.50 CAPITOL BEVERAGE SALES LP 2691193 05/24/2022 20220610 56.00 CAPITOL BEVERAGE SALES LP 2691195 05/24/2022 20220610 3,810.00 CAPITOL BEVERAGE SALES LP 2688985 05/24/2022 20220610 -7.13 CHECK 472783 TOTAL: 10,613.62 472784 06/10/2022 PRTD 101515 CEMSTONE PRODUCTS COMPANY C2497405 05/11/2022 20220610 1,767.50 CEMSTONE PRODUCTS COMPANY C2497406 05/11/2022 20220610 827.50 CHECK 472784 TOTAL: 2,595.00 472785 06/10/2022 PRTD 127227 COMPUTERIZED FLEET ANALYSIS INC 14859 05/16/2022 20220610 2,995.00 CHECK 472785 TOTAL: 2,995.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/09/2022 13:11User: STanGeilProgram ID: apcshdsb Page 8 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET 472786 06/10/2022 PRTD 160160 CHRISTIANSON'S BUSINESS FURNITURE 6414-1-KR 05/18/2022 20220610 3,098.51 CHECK 472786 TOTAL: 3,098.51 472787 06/10/2022 PRTD 142028 CINTAS CORPORATION 4119441045 05/16/2022 20220610 67.47 CINTAS CORPORATION 4119441058 05/16/2022 20220610 17.52 CINTAS CORPORATION 4119441042 05/16/2022 20220610 30.00 CINTAS CORPORATION 4119440749 05/16/2022 20220610 25.49 CINTAS CORPORATION 4119440656 05/16/2022 20220610 17.87 CINTAS CORPORATION 4119440601 05/16/2022 20220610 11.78 CINTAS CORPORATION 4119440682 05/16/2022 20220610 33.63 CINTAS CORPORATION 4119440720 05/16/2022 20220610 49.01 CINTAS CORPORATION 4120012204 05/20/2022 20220610 98.32 CHECK 472787 TOTAL: 351.09 472788 06/10/2022 PRTD 101837 COMMUNICATIONS COM-2639 05/18/2022 20220610 559.78 CHECK 472788 TOTAL: 559.78 472789 06/10/2022 PRTD 141531 CITY OF HASTINGS HASTINGS-05/2022-1 05/24/2022 20220610 816.90 CHECK 472789 TOTAL: 816.90 472790 06/10/2022 PRTD 120433 COMCAST 0161120-03/22 03/26/2022 20220610 20.30 COMCAST 0177449-05/22 05/25/2022 20220610 -13.74 COMCAST 0161120-05/22 05/26/2022 20220610 20.30 COMCAST 0023973-06/22 06/03/2022 20220610 9.00 CHECK 472790 TOTAL: 35.86 472791 06/10/2022 PRTD 120433 EFFECTV CW170415 04/24/2022 20220610 6,981.00 EFFECTV CW167783 03/27/2022 20220610 6,983.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/09/2022 13:11User: STanGeilProgram ID: apcshdsb Page 9 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET CHECK 472791 TOTAL: 13,964.00 472792 06/10/2022 PRTD 105981 TILLER CORPORATION 220515 05/15/2022 20220610 13,848.83 CHECK 472792 TOTAL: 13,848.83 472793 06/10/2022 PRTD 144092 CONCENTRA 103571932 05/16/2022 20220610 724.00 CONCENTRA 103567813 05/10/2022 20220610 689.00 CONCENTRA 103563422 05/03/2022 20220610 2,804.00 CHECK 472793 TOTAL: 4,217.00 472794 06/10/2022 PRTD 118805 DISCOUNT STEEL INC 5284208 05/10/2022 20220610 239.98 CHECK 472794 TOTAL: 239.98 472795 06/10/2022 PRTD 160189 COYLE, ANN 1040 05/13/2022 20220610 1,245.00 CHECK 472795 TOTAL: 1,245.00 472796 06/10/2022 PRTD 100699 CULLIGAN SOFTWATER SERVICE COMPAN 114X86294705 05/31/2022 20220610 102.50 CULLIGAN SOFTWATER SERVICE COMPAN 114X86359201 05/31/2022 20220610 382.00 CULLIGAN SOFTWATER SERVICE COMPAN 114X86411002 05/31/2022 20220610 112.81 CHECK 472796 TOTAL: 597.31 472797 06/10/2022 PRTD 133169 DAIKIN APPLIED 3347786 05/10/2022 20220610 479.75 CHECK 472797 TOTAL: 479.75 472798 06/10/2022 PRTD 104020 DALCO ENTERPRISES INC 3934047 05/10/2022 20220610 511.06 DALCO ENTERPRISES INC 3935593 05/13/2022 20220610 687.99 CHECK 472798 TOTAL: 1,199.05 472799 06/10/2022 PRTD 118190 DAVIS EQUIPMENT CORPORATION EE05253 05/12/2022 20220610 18,120.98 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/09/2022 13:11User: STanGeilProgram ID: apcshdsb Page 10 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET CHECK 472799 TOTAL: 18,120.98 472800 06/10/2022 PRTD 100718 DELEGARD TOOL COMPANY 161451/1 05/13/2022 20220610 13.60 DELEGARD TOOL COMPANY K50835/1 05/13/2022 20220610 44.70 CHECK 472800 TOTAL: 58.30 472801 06/10/2022 PRTD 151184 DETECTACHEM, INC. INV07423 05/12/2022 20220610 94.80 CHECK 472801 TOTAL: 94.80 472802 06/10/2022 PRTD 129079 DRAIN KING INC 112744 05/14/2022 20220610 618.76 DRAIN KING INC 112746 05/14/2022 20220610 1,375.00 CHECK 472802 TOTAL: 1,993.76 472803 06/10/2022 PRTD 150827 DRASTIC MEASURES BREWING, LLC 2290 05/20/2022 20220610 235.40 CHECK 472803 TOTAL: 235.40 472804 06/10/2022 PRTD 160118 ECCO USA, INC 201730570 04/19/2022 20220610 1,248.00 CHECK 472804 TOTAL: 1,248.00 472805 06/10/2022 PRTD 103594 EDINALARM INC 77416 05/10/2022 20220610 265.16 CHECK 472805 TOTAL: 265.16 472806 06/10/2022 PRTD 160062 ELM CREEK BREWING COMPANY E-2479 05/19/2022 20220610 150.00 CHECK 472806 TOTAL: 150.00 472807 06/10/2022 PRTD 122792 EMERGENCY AUTOMOTIVE TECHNOLOGIES SVC29440 05/12/2022 20220610 375.00 EMERGENCY AUTOMOTIVE TECHNOLOGIES SVC29372 05/12/2022 20220610 375.00 EMERGENCY AUTOMOTIVE TECHNOLOGIES SVC29369 05/12/2022 20220610 375.00 EMERGENCY AUTOMOTIVE TECHNOLOGIES SVC29371 05/12/2022 20220610 375.00 EMERGENCY AUTOMOTIVE TECHNOLOGIES SVC29438 05/12/2022 20220610 77.50 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/09/2022 13:11User: STanGeilProgram ID: apcshdsb Page 11 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET EMERGENCY AUTOMOTIVE TECHNOLOGIES SVC29437 05/12/2022 20220610 375.00 EMERGENCY AUTOMOTIVE TECHNOLOGIES SVC29436 05/12/2022 20220610 375.00 EMERGENCY AUTOMOTIVE TECHNOLOGIES SVC29370 05/12/2022 20220610 77.50 EMERGENCY AUTOMOTIVE TECHNOLOGIES SVC29439 05/12/2022 20220610 77.50 CHECK 472807 TOTAL: 2,482.50 472808 06/10/2022 PRTD 100146 ELLIOTT AUTO SUPPLY CO, INC 1-7592476 05/04/2022 20220610 71.85 ELLIOTT AUTO SUPPLY CO, INC 69-449565 05/04/2022 20220610 127.09 ELLIOTT AUTO SUPPLY CO, INC 1-7587213 05/02/2022 20220610 320.10 ELLIOTT AUTO SUPPLY CO, INC 69-450307 05/12/2022 20220610 59.55 ELLIOTT AUTO SUPPLY CO, INC 69-450306 05/12/2022 20220610 72.76 ELLIOTT AUTO SUPPLY CO, INC 75-440266 05/10/2022 20220610 404.12 ELLIOTT AUTO SUPPLY CO, INC 69-450381 05/12/2022 20220610 87.96 ELLIOTT AUTO SUPPLY CO, INC 69-450200 05/11/2022 20220610 45.30 CHECK 472808 TOTAL: 1,188.73 472809 06/10/2022 PRTD 126444 KIRK STENSRUD ENTERPRISES INC 2315-46578 05/11/2022 20220610 990.00 CHECK 472809 TOTAL: 990.00 472810 06/10/2022 PRTD 105066 FITTING REFLECTIONS LLC 3227 05/10/2022 20220610 550.00 FITTING REFLECTIONS LLC 3232 05/13/2022 20220610 425.00 CHECK 472810 TOTAL: 975.00 472811 06/10/2022 PRTD 104270 FLARE HEATING & AIR CONDITIONING 0051405-IN 05/23/2022 20220610 24,500.00 CHECK 472811 TOTAL: 24,500.00 472812 06/10/2022 PRTD 130699 FLEETPRIDE INC 98811301 05/10/2022 20220610 48.12 CHECK 472812 TOTAL: 48.12 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/09/2022 13:11User: STanGeilProgram ID: apcshdsb Page 12 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET 472813 06/10/2022 PRTD 160265 FRAUENSHUH 404260 05/12/2022 20220610 6,850.00 CHECK 472813 TOTAL: 6,850.00 472814 06/10/2022 PRTD 142334 MII LIFE INSURANCE INC 16085974 05/05/2022 20220610 1,030.50 CHECK 472814 TOTAL: 1,030.50 472815 06/10/2022 PRTD 102456 GALLS PARENT HOLDINGS LLC BC1611833 05/10/2022 20220610 51.80 GALLS PARENT HOLDINGS LLC BC1611978 05/10/2022 20220610 158.00 GALLS PARENT HOLDINGS LLC BC1612890 05/11/2022 20220610 329.91 GALLS PARENT HOLDINGS LLC BC1613300 05/11/2022 20220610 198.89 GALLS PARENT HOLDINGS LLC BC1613679 05/12/2022 20220610 864.78 GALLS PARENT HOLDINGS LLC BC1614068 05/12/2022 20220610 341.86 CHECK 472815 TOTAL: 1,945.24 472816 06/10/2022 PRTD 151316 GARDENEER 32019 05/16/2022 20220610 1,085.33 CHECK 472816 TOTAL: 1,085.33 472817 06/10/2022 PRTD 144982 GERTEN GREENHOUSES & GARDEN CENTE 627496/6 05/16/2022 20220610 292.00 GERTEN GREENHOUSES & GARDEN CENTE 95564/6 05/16/2022 20220610 33.00 CHECK 472817 TOTAL: 325.00 472818 06/10/2022 PRTD 143454 GLEASON ENTERPRISES LLC 87957 04/08/2022 20220610 5,759.76 CHECK 472818 TOTAL: 5,759.76 472819 06/10/2022 PRTD 116190 GLOBAL EQUIPMENT COMPANY INC. 119107907 05/11/2022 20220610 2,680.80 GLOBAL EQUIPMENT COMPANY INC. 119114053 05/12/2022 20220610 1,410.27 GLOBAL EQUIPMENT COMPANY INC. 119092149 05/06/2022 20220610 439.12 CHECK 472819 TOTAL: 4,530.19 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/09/2022 13:11User: STanGeilProgram ID: apcshdsb Page 13 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET 472820 06/10/2022 PRTD 101103 WW GRAINGER 9307745662 05/10/2022 20220610 265.36 WW GRAINGER 9307783184 05/10/2022 20220610 92.20 WW GRAINGER 9308341743 05/11/2022 20220610 218.16 WW GRAINGER 9311313119 05/13/2022 20220610 369.50 CHECK 472820 TOTAL: 945.22 472821 06/10/2022 PRTD 101103 WW GRAINGER 9311769880 05/13/2022 20220610 33.72 CHECK 472821 TOTAL: 33.72 472822 06/10/2022 PRTD 144412 WINEBOW MN00112894 05/19/2022 20220610 1,807.18 WINEBOW MN00113280 05/24/2022 20220610 414.68 WINEBOW MN00113278 05/24/2022 20220610 367.00 CHECK 472822 TOTAL: 2,588.86 472823 06/10/2022 PRTD 160347 GUARDIAN FLEET SAFETY LLC 22-0300 05/10/2022 20220610 5,762.56 CHECK 472823 TOTAL: 5,762.56 472824 06/10/2022 PRTD 137677 HAMMEL GREEN AND ABRAHAMSON INC 228690 05/11/2022 20220610 3,850.64 HAMMEL GREEN AND ABRAHAMSON INC 228697 05/11/2022 20220610 11,041.63 HAMMEL GREEN AND ABRAHAMSON INC 228698 05/11/2022 20220610 2,298.51 CHECK 472824 TOTAL: 17,190.78 472825 06/10/2022 PRTD 151168 HAMMER SPORTS LLC 2314 05/15/2022 20220610 470.00 CHECK 472825 TOTAL: 470.00 472826 06/10/2022 PRTD 100798 HAYDEN-MURPHY EQUIPMENT COMPANY R0189201 05/11/2022 20220610 700.00 HAYDEN-MURPHY EQUIPMENT COMPANY R0189701 05/12/2022 20220610 700.00 CHECK 472826 TOTAL: 1,400.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/09/2022 13:11User: STanGeilProgram ID: apcshdsb Page 14 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET 472827 06/10/2022 PRTD 143563 HEADFLYER BREWING E-3647 05/16/2022 20220610 126.00 CHECK 472827 TOTAL: 126.00 472828 06/10/2022 PRTD 118765 HENRY SCHEIN INC 20547740 05/11/2022 20220610 228.00 CHECK 472828 TOTAL: 228.00 472829 06/10/2022 PRTD 102079 HIGHVIEW PLUMBING INC 16497 05/11/2022 20220610 9,985.00 HIGHVIEW PLUMBING INC 16496 05/11/2022 20220610 10,620.00 CHECK 472829 TOTAL: 20,605.00 472830 06/10/2022 PRTD 104375 HOHENSTEINS INC 507465 05/24/2022 20220610 2,750.70 HOHENSTEINS INC 507460 05/24/2022 20220610 819.30 HOHENSTEINS INC 507461 05/24/2022 20220610 127.50 HOHENSTEINS INC 507472 05/24/2022 20220610 1,563.45 CHECK 472830 TOTAL: 5,260.95 472831 06/10/2022 PRTD 100417 HORIZON CHEMICAL CO INV15606 05/13/2022 20220610 7,747.00 CHECK 472831 TOTAL: 7,747.00 472832 06/10/2022 PRTD 120085 IDEAL SERVICE 11712 04/26/2022 20220610 9,431.65 CHECK 472832 TOTAL: 9,431.65 472833 06/10/2022 PRTD 160362 J&N TACTICAL LLC 22-00217 04/10/2022 20220610 155.00 CHECK 472833 TOTAL: 155.00 472834 06/10/2022 PRTD 108618 JEFFERSON FIRE & SAFETY INC IN139878 04/21/2022 20220610 1,571.84 CHECK 472834 TOTAL: 1,571.84 472835 06/10/2022 PRTD 100741 JJ TAYLOR DISTRIBUTING CO OF MINN 3305821 05/18/2022 20220610 6,337.40 JJ TAYLOR DISTRIBUTING CO OF MINN 3305820 05/18/2022 20220610 117.50 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/09/2022 13:11User: STanGeilProgram ID: apcshdsb Page 15 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET JJ TAYLOR DISTRIBUTING CO OF MINN 3305819 05/18/2022 20220610 101.55 JJ TAYLOR DISTRIBUTING CO OF MINN 3305818 05/18/2022 20220610 9,323.15 JJ TAYLOR DISTRIBUTING CO OF MINN 3305812 05/18/2022 20220610 846.24 JJ TAYLOR DISTRIBUTING CO OF MINN 3305816 05/18/2022 20220610 26.30 CHECK 472835 TOTAL: 16,752.14 472836 06/10/2022 PRTD 100835 ARTISAN BEER COMPANY 3536684 05/19/2022 20220610 758.05 ARTISAN BEER COMPANY 3536683 05/19/2022 20220610 104.00 ARTISAN BEER COMPANY 3536685 05/19/2022 20220610 6,935.25 ARTISAN BEER COMPANY 3536686 05/19/2022 20220610 110.70 ARTISAN BEER COMPANY 3536687 05/19/2022 20220610 6,214.20 ARTISAN BEER COMPANY 3536688 05/19/2022 20220610 110.70 CHECK 472836 TOTAL: 14,232.90 472837 06/10/2022 PRTD 100835 PHILLIPS WINE & SPIRITS 6399188 05/19/2022 20220610 877.54 PHILLIPS WINE & SPIRITS 6399189 05/19/2022 20220610 739.40 PHILLIPS WINE & SPIRITS 6399190 05/19/2022 20220610 1,603.35 PHILLIPS WINE & SPIRITS 6399194 05/19/2022 20220610 2,427.29 PHILLIPS WINE & SPIRITS 6399192 05/19/2022 20220610 1,507.55 PHILLIPS WINE & SPIRITS 6399193 05/19/2022 20220610 81.35 PHILLIPS WINE & SPIRITS 6399191 05/19/2022 20220610 1,739.54 PHILLIPS WINE & SPIRITS 6399199 05/19/2022 20220610 2,547.81 PHILLIPS WINE & SPIRITS 6399197 05/19/2022 20220610 2,809.35 PHILLIPS WINE & SPIRITS 6399198 05/19/2022 20220610 517.70 CHECK 472837 TOTAL: 14,850.88 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/09/2022 13:11User: STanGeilProgram ID: apcshdsb Page 16 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET 472838 06/10/2022 PRTD 100835 WINE MERCHANTS 7380409 05/19/2022 20220610 1,607.56 WINE MERCHANTS 7380411 05/19/2022 20220610 52.70 WINE MERCHANTS 7380410 05/19/2022 20220610 1,334.86 WINE MERCHANTS 7380412 05/19/2022 20220610 50.70 WINE MERCHANTS 7380413 05/19/2022 20220610 1,777.55 WINE MERCHANTS 7380414 05/19/2022 20220610 2,302.99 CHECK 472838 TOTAL: 7,126.36 472839 06/10/2022 PRTD 100835 JOHNSON BROTHERS LIQUOR CO 201572 05/13/2022 20220610 -33.83 JOHNSON BROTHERS LIQUOR CO 201571 05/13/2022 20220610 -19.42 JOHNSON BROTHERS LIQUOR CO 201610 05/13/2022 20220610 -427.20 JOHNSON BROTHERS LIQUOR CO 2055759 05/19/2022 20220610 928.30 JOHNSON BROTHERS LIQUOR CO 2055760 05/19/2022 20220610 1,051.60 JOHNSON BROTHERS LIQUOR CO 2055762 05/19/2022 20220610 2,487.81 JOHNSON BROTHERS LIQUOR CO 2055761 05/19/2022 20220610 2,241.16 JOHNSON BROTHERS LIQUOR CO 2055763 05/19/2022 20220610 178.70 JOHNSON BROTHERS LIQUOR CO 2055764 05/19/2022 20220610 440.24 JOHNSON BROTHERS LIQUOR CO 2055765 05/19/2022 20220610 1,036.25 JOHNSON BROTHERS LIQUOR CO 2055766 05/19/2022 20220610 1,438.86 JOHNSON BROTHERS LIQUOR CO 2055774 05/19/2022 20220610 511.81 JOHNSON BROTHERS LIQUOR CO 2055773 05/19/2022 20220610 81.35 JOHNSON BROTHERS LIQUOR CO 2055772 05/19/2022 20220610 829.50 JOHNSON BROTHERS LIQUOR CO 2055771 05/19/2022 20220610 2,087.88 JOHNSON BROTHERS LIQUOR CO 2055770 05/19/2022 20220610 2,477.88 JOHNSON BROTHERS LIQUOR CO 2055769 05/19/2022 20220610 2,199.34 JOHNSON BROTHERS LIQUOR CO 2055768 05/19/2022 20220610 790.57 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/09/2022 13:11User: STanGeilProgram ID: apcshdsb Page 17 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET JOHNSON BROTHERS LIQUOR CO 2055767 05/19/2022 20220610 576.19 JOHNSON BROTHERS LIQUOR CO 202131 05/19/2022 20220610 -49.84 JOHNSON BROTHERS LIQUOR CO 2056896 05/20/2022 20220610 17,678.01 JOHNSON BROTHERS LIQUOR CO 2056897 05/20/2022 20220610 21,529.73 JOHNSON BROTHERS LIQUOR CO 2055777 05/19/2022 20220610 2,989.09 JOHNSON BROTHERS LIQUOR CO 2055778 05/19/2022 20220610 1,879.92 JOHNSON BROTHERS LIQUOR CO 2055779 05/19/2022 20220610 2,846.65 JOHNSON BROTHERS LIQUOR CO 2055780 05/19/2022 20220610 2,487.80 JOHNSON BROTHERS LIQUOR CO 2055781 05/19/2022 20220610 210.70 JOHNSON BROTHERS LIQUOR CO 2055783 05/19/2022 20220610 1,048.19 JOHNSON BROTHERS LIQUOR CO 2055784 05/19/2022 20220610 211.71 JOHNSON BROTHERS LIQUOR CO 2055782 05/19/2022 20220610 482.13 JOHNSON BROTHERS LIQUOR CO 202568 05/24/2022 20220610 -123.23 CHECK 472839 TOTAL: 70,067.85 472840 06/10/2022 PRTD 145396 JUNKYARD BREWING COMPANY LLC 004062 05/19/2022 20220610 147.00 CHECK 472840 TOTAL: 147.00 472841 06/10/2022 PRTD 103409 KELBRO COMPANY 2762893-A 05/20/2022 20220610 96.95 KELBRO COMPANY 2758790 05/19/2022 20220610 249.35 KELBRO COMPANY 2758716 05/19/2022 20220610 208.50 KELBRO COMPANY 2762715 05/23/2022 20220610 171.35 CHECK 472841 TOTAL: 726.15 472842 06/10/2022 PRTD 100944 KIWI KAI IMPORTS INC 165614 05/17/2022 20220610 742.40 KIWI KAI IMPORTS INC 165602 05/18/2022 20220610 1,795.00 KIWI KAI IMPORTS INC 165613 05/18/2022 20220610 89.25 KIWI KAI IMPORTS INC 165618 05/18/2022 20220610 870.15 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/09/2022 13:11User: STanGeilProgram ID: apcshdsb Page 18 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET CHECK 472842 TOTAL: 3,496.80 472843 06/10/2022 PRTD 160323 KODRU EQUIPMENT INC 21625 02/17/2022 20220610 348.68 CHECK 472843 TOTAL: 348.68 472844 06/10/2022 PRTD 116776 JASPERSEN ENTERPRISES INC 89677 05/15/2022 20220610 40.00 CHECK 472844 TOTAL: 40.00 472845 06/10/2022 PRTD 151024 LA DONA SBC 5526 05/19/2022 20220610 72.00 CHECK 472845 TOTAL: 72.00 472846 06/10/2022 PRTD 101220 LANO EQUIPMENT INC 01-908936 05/06/2022 20220610 3,095.00 LANO EQUIPMENT INC 03-910106 05/11/2022 20220610 119.14 CHECK 472846 TOTAL: 3,214.14 472847 06/10/2022 PRTD 100852 LAWSON PRODUCTS INC 9309566108 05/14/2022 20220610 1,048.01 LAWSON PRODUCTS INC 9309568391 05/16/2022 20220610 48.77 CHECK 472847 TOTAL: 1,096.78 472848 06/10/2022 PRTD 101552 LEAGUE OF MINNESOTA CITIES 363361 04/26/2022 20220610 575.00 CHECK 472848 TOTAL: 575.00 472849 06/10/2022 PRTD 135867 LIBATION PROJECT 45673 05/18/2022 20220610 824.00 LIBATION PROJECT 45899 05/24/2022 20220610 146.00 LIBATION PROJECT 45898 05/24/2022 20220610 398.00 LIBATION PROJECT 45903 05/24/2022 20220610 456.00 CHECK 472849 TOTAL: 1,824.00 472850 06/10/2022 PRTD 130046 LIFE INSURANCE COMPANY OF NORTH A APR 2022 05/26/2022 20220610 3,022.55 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/09/2022 13:11User: STanGeilProgram ID: apcshdsb Page 19 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET CHECK 472850 TOTAL: 3,022.55 472851 06/10/2022 PRTD 130046 LIFE INSURANCE COMPANY OF NORTH A MAY 2022 05/26/2022 20220610 3,043.02 CHECK 472851 TOTAL: 3,043.02 472852 06/10/2022 PRTD 100857 LITTLE FALLS MACHINE INC 364599 05/11/2022 20220610 4,100.00 CHECK 472852 TOTAL: 4,100.00 472853 06/10/2022 PRTD 101078 LUBE-TECH ESI 2917339 05/16/2022 20220610 192.43 CHECK 472853 TOTAL: 192.43 472854 06/10/2022 PRTD 146427 LUCID BREWING LLC 13686 05/19/2022 20220610 96.00 CHECK 472854 TOTAL: 96.00 472855 06/10/2022 PRTD 141916 LUPULIN BREWING COMPANY 45057 05/19/2022 20220610 198.00 CHECK 472855 TOTAL: 198.00 472856 06/10/2022 PRTD 134063 MANSFIELD OIL COMPANY CM-197431 05/18/2022 20220610 -288.61 MANSFIELD OIL COMPANY 23278157 05/19/2022 20220610 12,100.41 CHECK 472856 TOTAL: 11,811.80 472857 06/10/2022 PRTD 122878 MARTTI, DOROTHEA J 270 04/26/2022 20220610 330.00 CHECK 472857 TOTAL: 330.00 472858 06/10/2022 PRTD 141215 MAVERICK WINE LLC INV760552 04/19/2022 20220610 359.04 CHECK 472858 TOTAL: 359.04 472859 06/10/2022 PRTD 130477 MCDONALD DISTRIBUTING COMPANY 631855 05/18/2022 20220610 104.55 MCDONALD DISTRIBUTING COMPANY 631856 05/18/2022 20220610 114.50 MCDONALD DISTRIBUTING COMPANY 631853 05/18/2022 20220610 96.75 MCDONALD DISTRIBUTING COMPANY 631854 05/18/2022 20220610 1,119.75 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/09/2022 13:11User: STanGeilProgram ID: apcshdsb Page 20 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET CHECK 472859 TOTAL: 1,435.55 472860 06/10/2022 PRTD 101483 MENARDS 60944 05/10/2022 20220610 -79.40 MENARDS 60961 05/10/2022 20220610 97.07 MENARDS 60980 05/10/2022 20220610 995.37 MENARDS 60945 05/10/2022 20220610 145.79 MENARDS 60943 05/10/2022 20220610 259.31 MENARDS 58999 04/08/2022 20220610 101.45 MENARDS 59614 04/18/2022 20220610 1.99 MENARDS 59744 04/20/2022 20220610 14.45 MENARDS 59631 04/18/2022 20220610 13.48 MENARDS 59670 04/19/2022 20220610 144.74 CHECK 472860 TOTAL: 1,694.25 472861 06/10/2022 PRTD 102729 METROPOLITAN FORD LLC 528104 05/10/2022 20220610 265.24 METROPOLITAN FORD LLC 527874 04/18/2022 20220610 335.79 CHECK 472861 TOTAL: 601.03 472862 06/10/2022 PRTD 100913 MINNEAPOLIS & SUBURBAN SEWER & WA 36399 05/11/2022 20220610 3,960.00 MINNEAPOLIS & SUBURBAN SEWER & WA 36400 05/13/2022 20220610 10,440.00 CHECK 472862 TOTAL: 14,400.00 472863 06/10/2022 PRTD 127062 MINNEHAHA BUILDING MAINTENANCE IN 180205836 05/15/2022 20220610 36.56 MINNEHAHA BUILDING MAINTENANCE IN 180205835 05/15/2022 20220610 24.73 MINNEHAHA BUILDING MAINTENANCE IN 180205552 05/15/2022 20220610 12.90 CHECK 472863 TOTAL: 74.19 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/09/2022 13:11User: STanGeilProgram ID: apcshdsb Page 21 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET 472864 06/10/2022 PRTD 100522 MINNESOTA AIR INC 1847942-00 05/10/2022 20220610 1,640.78 CHECK 472864 TOTAL: 1,640.78 472865 06/10/2022 PRTD 123909 MINNESOTA SODDING COMPANY LLC 11100 05/10/2022 20220610 3,097.22 CHECK 472865 TOTAL: 3,097.22 472866 06/10/2022 PRTD 100252 MINNESOTA HIGHWAY SAFETY AND RESE 337900-9326 06/03/2022 20220610 455.00 CHECK 472866 TOTAL: 455.00 472867 06/10/2022 PRTD 128914 BJKK DEVELOPMENT 32918 05/10/2022 20220610 35.00 BJKK DEVELOPMENT 32947 05/14/2022 20220610 331.00 BJKK DEVELOPMENT 32959 05/16/2022 20220610 113.50 CHECK 472867 TOTAL: 479.50 472868 06/10/2022 PRTD 101385 MITY LITE INC 00147318 05/13/2022 20220610 3,246.13 CHECK 472868 TOTAL: 3,246.13 472869 06/10/2022 PRTD 140955 MODIST BREWING LLC E-31344 05/18/2022 20220610 352.00 MODIST BREWING LLC E-31524 05/24/2022 20220610 405.00 MODIST BREWING LLC E-31523 05/24/2022 20220610 268.00 MODIST BREWING LLC E-31522 05/24/2022 20220610 268.00 CHECK 472869 TOTAL: 1,293.00 472870 06/10/2022 PRTD 100912 MOTOROLA INC 1411000280 05/20/2022 20220610 1,301.67 CHECK 472870 TOTAL: 1,301.67 472871 06/10/2022 PRTD 101459 MINNESOTA RECREATION AND PARK ASS 10450 05/13/2022 20220610 125.00 CHECK 472871 TOTAL: 125.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/09/2022 13:11User: STanGeilProgram ID: apcshdsb Page 22 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET 472872 06/10/2022 PRTD 100906 MTI DISTRIBUTING INC 1343773-00 05/13/2022 20220610 84.59 CHECK 472872 TOTAL: 84.59 472873 06/10/2022 PRTD 160072 NORTHERN AIR CORPORATION 198159 05/10/2022 20220610 2,494.52 NORTHERN AIR CORPORATION A3592-02 03/25/2022 20220610 2,450.00 CHECK 472873 TOTAL: 4,944.52 472874 06/10/2022 PRTD 135914 NARTEC INC 17554 05/11/2022 20220610 637.00 CHECK 472874 TOTAL: 637.00 472875 06/10/2022 PRTD 139420 NATIONAL AUTO FLEET GROUP WF3481 04/12/2022 22100054 20220610 24,678.58 CHECK 472875 TOTAL: 24,678.58 472876 06/10/2022 PRTD 106662 NET LITIN DISTRIBUTORS 664381 05/16/2022 20220610 525.54 CHECK 472876 TOTAL: 525.54 472877 06/10/2022 PRTD 100076 NEW FRANCE WINE CO 187682 05/18/2022 20220610 335.50 NEW FRANCE WINE CO 187679 05/18/2022 20220610 1,064.00 NEW FRANCE WINE CO 187676 05/18/2022 20220610 1,844.50 NEW FRANCE WINE CO 187693 05/18/2022 20220610 146.50 CHECK 472877 TOTAL: 3,390.50 472878 06/10/2022 PRTD 134060 NICHOLAS LEGEROS INC 06022022 06/02/2022 20220610 3,700.00 CHECK 472878 TOTAL: 3,700.00 472879 06/10/2022 PRTD 142201 NLSC PRODUCTS INC 125074 05/11/2022 20220610 528.00 CHECK 472879 TOTAL: 528.00 472880 06/10/2022 PRTD 105901 OERTEL ARCHITECTS 22-08.1 05/10/2022 20220610 12,913.98 OERTEL ARCHITECTS 20-23b.8 05/12/2022 20220610 17,105.25 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/09/2022 13:11User: STanGeilProgram ID: apcshdsb Page 23 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET CHECK 472880 TOTAL: 30,019.23 472881 06/10/2022 PRTD 141965 OMNI BREWING COMPANY LLC E-12057 05/20/2022 20220610 120.00 CHECK 472881 TOTAL: 120.00 472882 06/10/2022 PRTD 999995 Sullivan Renovation Inc ED186194-REFUND 06/07/2022 20220610 10,000.00 CHECK 472882 TOTAL: 10,000.00 472883 06/10/2022 PRTD 999994 CenterPoint Energy ED197514-REFUND 06/06/2022 20220610 210.68 CHECK 472883 TOTAL: 210.68 472884 06/10/2022 PRTD 999997 AETNA 273-21-2865 06/06/2022 20220610 273.24 CHECK 472884 TOTAL: 273.24 472885 06/10/2022 PRTD 999997 Allendorf, Christopher 273-21-6137 06/06/2022 20220610 96.56 CHECK 472885 TOTAL: 96.56 472886 06/10/2022 PRTD 999997 DuanPorter, Benjamin 273-22-0673 06/06/2022 20220610 115.61 CHECK 472886 TOTAL: 115.61 472887 06/10/2022 PRTD 999997 Lemay, Lucy 273-21-5096 06/06/2022 20220610 142.00 CHECK 472887 TOTAL: 142.00 472888 06/10/2022 PRTD 999997 Lu-Lawson, Judith 273-22-0568 06/06/2022 20220610 144.39 CHECK 472888 TOTAL: 144.39 472889 06/10/2022 PRTD 999997 Nelson, James 273-22-0851 06/06/2022 20220610 98.28 CHECK 472889 TOTAL: 98.28 472890 06/10/2022 PRTD 999997 Robichon, Kelly 00083758-6/3/22 06/03/2022 20220610 183.84 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/09/2022 13:11User: STanGeilProgram ID: apcshdsb Page 24 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET CHECK 472890 TOTAL: 183.84 472891 06/10/2022 PRTD 100945 PEPSI-COLA COMPANY 36312404 05/20/2022 20220610 481.08 PEPSI-COLA COMPANY 34119006 05/24/2022 20220610 195.20 CHECK 472891 TOTAL: 676.28 472892 06/10/2022 PRTD 149249 PEQUOD DISTRIBUTING W-147432 05/19/2022 20220610 480.00 PEQUOD DISTRIBUTING W-147431 05/19/2022 20220610 84.00 PEQUOD DISTRIBUTING W-147430 05/19/2022 20220610 446.00 PEQUOD DISTRIBUTING W-147429 05/19/2022 20220610 94.00 CHECK 472892 TOTAL: 1,104.00 472893 06/10/2022 PRTD 100954 PIONEER RIM & WHEEL COMPANY 01CL7339 05/11/2022 20220610 3,221.82 CHECK 472893 TOTAL: 3,221.82 472894 06/10/2022 PRTD 100958 PLUNKETT'S PEST CONTROL 7528781 05/12/2022 20220610 103.31 CHECK 472894 TOTAL: 103.31 472895 06/10/2022 PRTD 106322 SCHENCK, DAVID 159556 05/11/2022 20220610 1,199.25 SCHENCK, DAVID 159558 05/11/2022 20220610 667.98 CHECK 472895 TOTAL: 1,867.23 472896 06/10/2022 PRTD 143618 PRYES BREWING COMPANY LLC W-37118 05/18/2022 20220610 511.00 CHECK 472896 TOTAL: 511.00 472897 06/10/2022 PRTD 112097 PUMP & METER SERVICE 35773-1 05/12/2022 20220610 703.28 PUMP & METER SERVICE 35462-2 05/12/2022 20220610 477.39 CHECK 472897 TOTAL: 1,180.67 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/09/2022 13:11User: STanGeilProgram ID: apcshdsb Page 25 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET 472898 06/10/2022 PRTD 135833 QUALITY FORKLIFT SALES AND SERVIC R00782 11/05/2021 20220610 692.00 QUALITY FORKLIFT SALES AND SERVIC R02275 04/29/2022 20220610 712.00 CHECK 472898 TOTAL: 1,404.00 472899 06/10/2022 PRTD 160142 QUINLIVAN & HUGHES, PA 155735 05/12/2022 20220610 728.50 CHECK 472899 TOTAL: 728.50 472900 06/10/2022 PRTD 133091 RANGE SERVANT AMERICA INC 115572 05/16/2022 20220610 339.60 CHECK 472900 TOTAL: 339.60 472901 06/10/2022 PRTD 138298 RED BULL DISTRIBUTION COMPANY INC 2002566879 05/23/2022 20220610 196.00 CHECK 472901 TOTAL: 196.00 472902 06/10/2022 PRTD 125936 REINDERS INC 3086976-00 05/10/2022 20220610 6,705.00 CHECK 472902 TOTAL: 6,705.00 472903 06/10/2022 PRTD 133627 REPUBLIC SERVICES #894 0894-005733449 05/25/2022 20220610 372.35 CHECK 472903 TOTAL: 372.35 472904 06/10/2022 PRTD 114799 RES GREAT LAKES LLC IN25762 05/06/2022 20220610 3,015.21 CHECK 472904 TOTAL: 3,015.21 472905 06/10/2022 PRTD 100977 RICHFIELD PLUMBING COMPANY 84625 05/16/2022 20220610 1,081.50 RICHFIELD PLUMBING COMPANY 84626 05/16/2022 20220610 193.00 CHECK 472905 TOTAL: 1,274.50 472906 06/10/2022 PRTD 101659 ORKIN 226296764 05/10/2022 20220610 63.00 CHECK 472906 TOTAL: 63.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/09/2022 13:11User: STanGeilProgram ID: apcshdsb Page 26 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET 472907 06/10/2022 PRTD 129282 ROSENBAUER MINNESOTA LLC 0000051983 03/03/2022 20220610 6,545.30 CHECK 472907 TOTAL: 6,545.30 472908 06/10/2022 PRTD 144553 SALTCO LLC 86069 05/15/2022 20220610 70.00 CHECK 472908 TOTAL: 70.00 472909 06/10/2022 PRTD 122530 SATO INTERNATIONAL AMERICA INC 305078446 05/10/2022 20220610 185.13 CHECK 472909 TOTAL: 185.13 472910 06/10/2022 PRTD 145865 SCHUMACHER'S NURSERY & BERRY FARM INV4099 05/12/2022 20220610 2,249.53 CHECK 472910 TOTAL: 2,249.53 472911 06/10/2022 PRTD 143208 SECURIAN ASSET MANAGEMENT 235789 03/31/2022 20220610 9,084.88 CHECK 472911 TOTAL: 9,084.88 472912 06/10/2022 PRTD 132210 RUSCIANO GROUP INC 68146 05/10/2022 20220610 765.00 CHECK 472912 TOTAL: 765.00 472913 06/10/2022 PRTD 134643 SHAKOPEE MDEWAKANTON SIOUX COMMUN SALES000000007481 04/30/2022 20220610 8,843.43 CHECK 472913 TOTAL: 8,843.43 472914 06/10/2022 PRTD 100995 SHORT-ELLIOT-HENDRICKSON INCORPOR 426060 05/13/2022 20220610 859.24 SHORT-ELLIOT-HENDRICKSON INCORPOR 426061 05/13/2022 20220610 199.91 SHORT-ELLIOT-HENDRICKSON INCORPOR 425391 05/10/2022 20220610 764.22 CHECK 472914 TOTAL: 1,823.37 472915 06/10/2022 PRTD 120784 WALSH GRAPHICS INC 17166 05/13/2022 20220610 371.14 WALSH GRAPHICS INC 17181 05/13/2022 20220610 220.00 WALSH GRAPHICS INC 17205 05/13/2022 20220610 185.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/09/2022 13:11User: STanGeilProgram ID: apcshdsb Page 27 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET CHECK 472915 TOTAL: 776.14 472916 06/10/2022 PRTD 137482 SITEONE LANDSCAPE SUPPLY LLC 118975780-001 05/10/2022 20220610 328.86 SITEONE LANDSCAPE SUPPLY LLC 119191614-001 05/16/2022 20220610 91.15 CHECK 472916 TOTAL: 420.01 472917 06/10/2022 PRTD 132195 SMALL LOT MN MN53071 05/24/2022 20220610 164.96 SMALL LOT MN MN53072 05/24/2022 20220610 164.96 CHECK 472917 TOTAL: 329.92 472918 06/10/2022 PRTD 101000 RJM PRINTING INC 120772012 05/12/2022 20220610 82.85 CHECK 472918 TOTAL: 82.85 472919 06/10/2022 PRTD 127878 SOUTHERN GLAZERS WINE & SPIRITS L 2212622 05/18/2022 20220610 1,107.60 SOUTHERN GLAZERS WINE & SPIRITS L 2212620 05/18/2022 20220610 2,626.27 SOUTHERN GLAZERS WINE & SPIRITS L 2212619 05/18/2022 20220610 290.40 SOUTHERN GLAZERS WINE & SPIRITS L 2212621 05/18/2022 20220610 798.90 SOUTHERN GLAZERS WINE & SPIRITS L 2212614 05/18/2022 20220610 511.20 SOUTHERN GLAZERS WINE & SPIRITS L 2212618 05/18/2022 20220610 992.53 SOUTHERN GLAZERS WINE & SPIRITS L 2212613 05/18/2022 20220610 161.60 SOUTHERN GLAZERS WINE & SPIRITS L 2212617 05/18/2022 20220610 413.45 SOUTHERN GLAZERS WINE & SPIRITS L 2212616 05/18/2022 20220610 3,927.69 SOUTHERN GLAZERS WINE & SPIRITS L 2212615 05/18/2022 20220610 252.60 SOUTHERN GLAZERS WINE & SPIRITS L 2212612 05/18/2022 20220610 290.40 SOUTHERN GLAZERS WINE & SPIRITS L 2212605 05/19/2022 20220610 290.40 SOUTHERN GLAZERS WINE & SPIRITS L 2212611 05/19/2022 20220610 801.73 SOUTHERN GLAZERS WINE & SPIRITS L 2212610 05/19/2022 20220610 2,053.18 SOUTHERN GLAZERS WINE & SPIRITS L 2212607 05/19/2022 20220610 844.80 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/09/2022 13:11User: STanGeilProgram ID: apcshdsb Page 28 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET SOUTHERN GLAZERS WINE & SPIRITS L 2212609 05/19/2022 20220610 228.00 SOUTHERN GLAZERS WINE & SPIRITS L 2212608 05/19/2022 20220610 233.60 SOUTHERN GLAZERS WINE & SPIRITS L 2212606 05/19/2022 20220610 761.20 SOUTHERN GLAZERS WINE & SPIRITS L 2213964 05/20/2022 20220610 3.20 SOUTHERN GLAZERS WINE & SPIRITS L 2213965 05/20/2022 20220610 1,054.90 CHECK 472919 TOTAL: 17,643.65 472920 06/10/2022 PRTD 160346 STANDARD INSURANCE COMPANY APR 2022 05/26/2022 20220610 7,967.10 STANDARD INSURANCE COMPANY MAY 2022 05/26/2022 20220610 8,101.15 CHECK 472920 TOTAL: 16,068.25 472921 06/10/2022 PRTD 133068 STEEL TOE BREWING LLC 45663 05/18/2022 20220610 444.00 STEEL TOE BREWING LLC 45662 05/18/2022 20220610 198.00 STEEL TOE BREWING LLC 45659 05/18/2022 20220610 240.00 CHECK 472921 TOTAL: 882.00 472922 06/10/2022 PRTD 101015 STREICHERS INC I1567947 05/12/2022 20220610 649.98 STREICHERS INC I1567631 05/10/2022 20220610 53.00 CHECK 472922 TOTAL: 702.98 472923 06/10/2022 PRTD 101017 SUBURBAN CHEVROLET 27796P 05/11/2022 20220610 334.26 CHECK 472923 TOTAL: 334.26 472924 06/10/2022 PRTD 135803 SUN LIFE ASSURANCE COMPANY OF CAN APR 2022 #1 05/26/2022 20220610 5,423.83 SUN LIFE ASSURANCE COMPANY OF CAN MAY 2022 #1 05/26/2022 20220610 5,472.90 SUN LIFE ASSURANCE COMPANY OF CAN APR 2022 #2 05/26/2022 20220610 3,025.53 SUN LIFE ASSURANCE COMPANY OF CAN MAY 2022 #2 05/26/2022 20220610 3,105.66 CHECK 472924 TOTAL: 17,027.92 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/09/2022 13:11User: STanGeilProgram ID: apcshdsb Page 29 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET 472925 06/10/2022 PRTD 147032 SUPERIOR SCREENERS INC 78127 05/12/2022 20220610 3,625.00 CHECK 472925 TOTAL: 3,625.00 472926 06/10/2022 PRTD 104932 TAYLOR MADE 35709516 03/23/2022 20220610 34.29 TAYLOR MADE 35829139 04/19/2022 20220610 211.56 TAYLOR MADE 35841883 04/21/2022 20220610 211.56 TAYLOR MADE 35939760 05/18/2022 20220610 23.06 TAYLOR MADE 35924284 05/12/2022 20220610 182.99 CHECK 472926 TOTAL: 663.46 472927 06/10/2022 PRTD 129923 CONTEMPORARY INC V848941 05/11/2022 20220610 24.63 CHECK 472927 TOTAL: 24.63 472928 06/10/2022 PRTD 123129 TIMESAVER OFF SITE SECRETARIAL IN M27317 05/13/2022 20220610 227.00 CHECK 472928 TOTAL: 227.00 472929 06/10/2022 PRTD 134673 TOTAL MECHANICAL SYSTEMS INC S3276 05/11/2022 20220610 1,245.50 TOTAL MECHANICAL SYSTEMS INC S3296 05/16/2022 20220610 670.00 CHECK 472929 TOTAL: 1,915.50 472930 06/10/2022 PRTD 102150 TWIN CITY SEED CO 51572 05/10/2022 20220610 668.55 CHECK 472930 TOTAL: 668.55 472931 06/10/2022 PRTD 103973 ULINE INC 148787421 05/11/2022 20220610 403.98 ULINE INC 148781358 05/10/2022 20220610 12.87 CHECK 472931 TOTAL: 416.85 472932 06/10/2022 PRTD 100050 USPS 689143 06/08/2022 20220610 5,446.57 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/09/2022 13:11User: STanGeilProgram ID: apcshdsb Page 30 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET CHECK 472932 TOTAL: 5,446.57 472933 06/10/2022 PRTD 103590 VALLEY-RICH COMPANY INC 30797 05/11/2022 20220610 4,568.00 CHECK 472933 TOTAL: 4,568.00 472934 06/10/2022 PRTD 101058 VAN PAPER COMPANY 610837-01 05/10/2022 20220610 63.24 CHECK 472934 TOTAL: 63.24 472935 06/10/2022 PRTD 160120 VANGUARD IDENTIFICATION SYSTEMS I514529 05/16/2022 20220610 1,827.90 CHECK 472935 TOTAL: 1,827.90 472936 06/10/2022 PRTD 144209 VENN BREWING COMPANY LLC 3294 05/19/2022 20220610 81.00 VENN BREWING COMPANY LLC 3296 05/19/2022 20220610 162.00 VENN BREWING COMPANY LLC 3295 05/19/2022 20220610 81.00 CHECK 472936 TOTAL: 324.00 472937 06/10/2022 PRTD 101064 VESSCO INC 087591 05/11/2022 20220610 750.00 CHECK 472937 TOTAL: 750.00 472938 06/10/2022 PRTD 101066 VIKING ELECTRIC SUPPLY S005796458.001 05/10/2022 20220610 106.80 VIKING ELECTRIC SUPPLY S005797087.001 05/11/2022 20220610 93.41 VIKING ELECTRIC SUPPLY S005806394.001 05/12/2022 20220610 857.88 VIKING ELECTRIC SUPPLY S005834386.002 05/25/2022 20220610 -54.36 CHECK 472938 TOTAL: 1,003.73 472939 06/10/2022 PRTD 119454 VINOCOPIA INC 0304628-IN 05/19/2022 20220610 127.50 VINOCOPIA INC 0304629-IN 05/19/2022 20220610 493.00 VINOCOPIA INC 0304633-IN 05/19/2022 20220610 2,105.00 VINOCOPIA INC 0304632-IN 05/19/2022 20220610 66.50 VINOCOPIA INC 0304630-IN 05/19/2022 20220610 649.42 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/09/2022 13:11User: STanGeilProgram ID: apcshdsb Page 31 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET VINOCOPIA INC 0304631-IN 05/19/2022 20220610 606.25 VINOCOPIA INC 0304634-IN 05/19/2022 20220610 1,240.25 VINOCOPIA INC 0304626-IN 05/19/2022 20220610 931.50 VINOCOPIA INC 0304627-IN 05/19/2022 20220610 290.25 CHECK 472939 TOTAL: 6,509.67 472940 06/10/2022 PRTD 120627 VISTAR 64401763 05/09/2022 20220610 -44.72 VISTAR 64452053 05/13/2022 20220610 548.75 CHECK 472940 TOTAL: 504.03 472941 06/10/2022 PRTD 151681 WALKER LAWN CARE INC 8838-1 05/11/2022 20220610 8,401.75 CHECK 472941 TOTAL: 8,401.75 472942 06/10/2022 PRTD 123616 WATER CONSERVATION SERVICES INC 12295 05/10/2022 20220610 1,175.89 CHECK 472942 TOTAL: 1,175.89 472943 06/10/2022 PRTD 101033 WINE COMPANY 204462 05/18/2022 20220610 160.00 WINE COMPANY 204460 05/18/2022 20220610 1,398.27 WINE COMPANY 204459 05/18/2022 20220610 160.00 WINE COMPANY 204458 05/18/2022 20220610 2,510.40 CHECK 472943 TOTAL: 4,228.67 472944 06/10/2022 PRTD 124503 WINSUPPLY EDEN PRAIRIE MN CO 227144 01 05/16/2022 20220610 142.98 CHECK 472944 TOTAL: 142.98 472945 06/10/2022 PRTD 142162 WOODEN HILL BREWING COMPANY LLC 3416 05/20/2022 20220610 197.10 WOODEN HILL BREWING COMPANY LLC 3418 05/19/2022 20220610 289.80 WOODEN HILL BREWING COMPANY LLC 3417 05/19/2022 20220610 51.00 WOODEN HILL BREWING COMPANY LLC 3419 05/19/2022 20220610 102.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/09/2022 13:11User: STanGeilProgram ID: apcshdsb Page 32 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET WOODEN HILL BREWING COMPANY LLC 3436 05/24/2022 20220610 355.50 WOODEN HILL BREWING COMPANY LLC 3420 05/21/2022 20220610 457.20 WOODEN HILL BREWING COMPANY LLC 3433 05/24/2022 20220610 119.40 CHECK 472945 TOTAL: 1,572.00 472946 06/10/2022 PRTD 160299 WOODEN SHIP BREWING COMPANY 000171 05/12/2022 20220610 144.00 WOODEN SHIP BREWING COMPANY 000170 05/12/2022 20220610 168.00 WOODEN SHIP BREWING COMPANY 000169 05/12/2022 20220610 193.80 CHECK 472946 TOTAL: 505.80 472947 06/10/2022 PRTD 103410 WW GOETSCH ASSOCIATES INC 108011 05/13/2022 20220610 1,930.00 CHECK 472947 TOTAL: 1,930.00 472948 06/10/2022 PRTD 130618 CHANHASSEN AUTO CENTERS LLC 22789 05/12/2022 20220610 5,570.74 CHECK 472948 TOTAL: 5,570.74 472949 06/10/2022 PRTD 101091 ZIEGLER INC SI000172492 05/10/2022 20220610 4,692.22 ZIEGLER INC IN000535680 05/13/2022 20220610 1,310.72 CHECK 472949 TOTAL: 6,002.94 NUMBER OF CHECKS 195 *** CASH ACCOUNT TOTAL *** 757,134.18 COUNT AMOUNT TOTAL PRINTED CHECKS 195 757,134.18 *** GRAND TOTAL *** 757,134.18 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/16/2022 13:29User: STanGeilProgram ID: apcshdsb Page 40 JOURNAL ENTRIES TO BE CREATED FUND SUB FUND DUE TO DUE FR 1000 General 213,686.052100 Police Special Revenue 329.992300 Pedestrian and Cyclist Safety 4,018.004000 Capital Projects 51,128.304200 Equipment Replacement 104.944400 PIR Capital Projects 350.005100 Art Center 1,363.435200 Braemar Golf Course 87,812.395300 Aquatic Center 35,057.825400 Edinborough Park 15,807.175500 Braemar Arena 13,112.215600 Braemar Field 1,343.455700 Centennial Lakes 8,820.645800 Liquor 132,915.995900 Utility Fund 75,329.365900 Utility Fund 55,507.155900 Utility Fund 120,080.696000 Risk Management 17.506100 Equipment Operations 30,984.536200 Information Technology 1,507.906300 Facilities Management 3,609.917100 PS Training Facility 3,782.007200 MN Task Force 1 60,872.869999 Pooled Cash Fund 917,542.28 TOTAL 917,542.28 917,542.28 ** END OF REPORT - Generated by Shirleng Tan Geil ** City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/16/2022 13:29User: STanGeilProgram ID: apcshdsb Page 1 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET 472950 06/17/2022 PRTD 160401 29:11 INTERNATIONAL EXCHANGE 22Juneteenth-29:11IE06/07/2022 20220617 1,000.00 CHECK 472950 TOTAL: 1,000.00 472951 06/17/2022 PRTD 151171 7TH STREET BEER COMPANY 2054 05/25/2022 20220617 882.00 CHECK 472951 TOTAL: 882.00 472952 06/17/2022 PRTD 133644 A DYNAMIC DOOR CO INC 22205161 05/17/2022 20220617 253.40 CHECK 472952 TOTAL: 253.40 472953 06/17/2022 PRTD 101304 ABM EQUIPMENT & SUPPLY 0170983-IN 05/19/2022 20220617 648.93 CHECK 472953 TOTAL: 648.93 472954 06/17/2022 PRTD 135922 ACUSHNET COMPANY 912634497 02/22/2022 20220617 119.36 ACUSHNET COMPANY 912641027 02/23/2022 20220617 770.27 ACUSHNET COMPANY 912666876 02/28/2022 20220617 976.68 ACUSHNET COMPANY 912691208 03/03/2022 20220617 6,720.18 ACUSHNET COMPANY 912887063 03/29/2022 20220617 1,220.73 ACUSHNET COMPANY 913135724 04/26/2022 20220617 264.29 ACUSHNET COMPANY 913158293 04/28/2022 20220617 128.30 ACUSHNET COMPANY 913177048 04/30/2022 20220617 95.41 ACUSHNET COMPANY 913195856 05/03/2022 20220617 233.38 ACUSHNET COMPANY 913400830 05/27/2022 20220617 458.41 ACUSHNET COMPANY 913405045 05/28/2022 20220617 185.40 CHECK 472954 TOTAL: 11,172.41 472955 06/17/2022 PRTD 143557 ADIDAS AMERICA INC 6156610380 04/27/2022 20220617 2,151.19 ADIDAS AMERICA INC 6156807035 05/20/2022 20220617 54.00 CHECK 472955 TOTAL: 2,205.19 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/16/2022 13:29User: STanGeilProgram ID: apcshdsb Page 2 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET 472956 06/17/2022 PRTD 133504 AID ELECTRIC CORPORATION 69752-1 05/20/2022 20220617 1,837.50 AID ELECTRIC CORPORATION 69752-2 05/20/2022 20220617 761.10 AID ELECTRIC CORPORATION 69753-1 05/20/2022 20220617 1,652.00 AID ELECTRIC CORPORATION 67953-2 05/20/2022 20220617 277.04 CHECK 472956 TOTAL: 4,527.64 472957 06/17/2022 PRTD 137833 PEREGRINE AWARDS AND PROMOTIONAL 11027 05/18/2022 20220617 1,925.14 CHECK 472957 TOTAL: 1,925.14 472958 06/17/2022 PRTD 141960 AMAZON CAPITAL SERVICES 1LG6-R79D-QKVK 05/17/2022 20220617 106.94 AMAZON CAPITAL SERVICES 1R36-Y3GL-ND7V 05/17/2022 20220617 63.70 AMAZON CAPITAL SERVICES 1H1P-PVFD-NVNF 05/17/2022 20220617 637.49 AMAZON CAPITAL SERVICES 1MLN-J7N4-W3HL 05/17/2022 20220617 188.75 AMAZON CAPITAL SERVICES 1CDM-FYLN-1FJY 05/17/2022 20220617 263.30 AMAZON CAPITAL SERVICES 11LF-J1LP-1LQV 05/17/2022 20220617 204.98 AMAZON CAPITAL SERVICES 1Y66-MLGV-CKCV 05/18/2022 20220617 54.99 AMAZON CAPITAL SERVICES 1CDM-FYLN-J6Y9 05/18/2022 20220617 51.95 AMAZON CAPITAL SERVICES 1N1P-6FLP-J3XK 05/18/2022 20220617 548.30 AMAZON CAPITAL SERVICES 11LF-J1LP-MCHL 05/18/2022 20220617 24.98 AMAZON CAPITAL SERVICES 14VT-PQNV-MMCX 05/18/2022 20220617 15.84 AMAZON CAPITAL SERVICES 1Y9Y-RHRR-RV13 05/18/2022 20220617 38.52 AMAZON CAPITAL SERVICES 1JNM-RFXJ-RPDP 05/18/2022 20220617 58.68 AMAZON CAPITAL SERVICES 1LH4-KLML-HD9P 05/19/2022 20220617 75.25 AMAZON CAPITAL SERVICES 1YRX-GDMH-HLP7 05/19/2022 20220617 142.97 AMAZON CAPITAL SERVICES 1QNM-GWHJ-LHLV 05/19/2022 20220617 42.99 AMAZON CAPITAL SERVICES 1YRX-GDMH-PNRG 05/19/2022 20220617 258.00 AMAZON CAPITAL SERVICES 19YH-6NQL-RFHV 05/19/2022 20220617 104.94 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/16/2022 13:29User: STanGeilProgram ID: apcshdsb Page 3 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET AMAZON CAPITAL SERVICES 11NW-HM97-9YCY 05/20/2022 20220617 7.79 AMAZON CAPITAL SERVICES 1W9X-HXVH-T6WG 05/20/2022 20220617 23.74 AMAZON CAPITAL SERVICES 11NW-HM97-HJWR 05/20/2022 20220617 106.43 AMAZON CAPITAL SERVICES 1P1H-HHLN-HT1D 05/22/2022 20220617 1,751.90 AMAZON CAPITAL SERVICES 14FF-YL7T-LY9T 05/22/2022 20220617 1,758.79 AMAZON CAPITAL SERVICES 1CNW-6N6C-GMLR 05/23/2022 20220617 185.00 AMAZON CAPITAL SERVICES 1T9N-GRJQ-4DD1 06/02/2022 20220617 -57.42 AMAZON CAPITAL SERVICES 1V3C-VJG7-3GM4 06/06/2022 20220617 -102.49 AMAZON CAPITAL SERVICES 1VVD-J4DM-YWNW 06/12/2022 20220617 -749.88 CHECK 472958 TOTAL: 5,806.43 472959 06/17/2022 PRTD 160404 GUSTAFSON, KATHLEEN 68 06/07/2022 20220617 420.00 CHECK 472959 TOTAL: 420.00 472960 06/17/2022 PRTD 151441 ARAMARK UNIFORM AND CAREER APPEAL 2500012508 05/17/2022 20220617 180.62 ARAMARK UNIFORM AND CAREER APPEAL 2500012629 05/17/2022 20220617 127.73 ARAMARK UNIFORM AND CAREER APPEAL 2500013357 05/18/2022 20220617 262.16 CHECK 472960 TOTAL: 570.51 472961 06/17/2022 PRTD 151756 ARBEITER BREWING COMPANY LLC 694 05/26/2022 20220617 96.00 CHECK 472961 TOTAL: 96.00 472962 06/17/2022 PRTD 130264 BLOOMINGTON LOCK AND SAFE COMPANY C108634 05/20/2022 20220617 411.39 CHECK 472962 TOTAL: 411.39 472963 06/17/2022 PRTD 101718 IEH AUTO PARTS LLC 380105764 05/12/2022 20220617 11.20 IEH AUTO PARTS LLC 380106484 05/18/2022 20220617 46.32 IEH AUTO PARTS LLC 380106468 05/18/2022 20220617 7.91 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/16/2022 13:29User: STanGeilProgram ID: apcshdsb Page 4 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET IEH AUTO PARTS LLC 380106972 05/20/2022 20220617 36.11 CHECK 472963 TOTAL: 101.54 472964 06/17/2022 PRTD 100643 BARR ENGINEERING CO 23271869.00-13 05/17/2022 20220617 59,433.50 BARR ENGINEERING CO 23271892.00-9 05/18/2022 20220617 605.50 BARR ENGINEERING CO 23270354.00-282 05/18/2022 20220617 12,968.00 BARR ENGINEERING CO 23271898.00-8 05/23/2022 20220617 50,599.15 CHECK 472964 TOTAL: 123,606.15 472965 06/17/2022 PRTD 101355 BELLBOY CORPORATION 0095005100 05/26/2022 20220617 195.30 BELLBOY CORPORATION 0105192800 05/26/2022 20220617 150.48 BELLBOY CORPORATION 0095032400 05/26/2022 20220617 2,337.63 BELLBOY CORPORATION 0095005000 05/26/2022 20220617 130.65 BELLBOY CORPORATION 0095025100 05/26/2022 20220617 1,151.95 BELLBOY CORPORATION 0105192900 05/26/2022 20220617 202.32 BELLBOY CORPORATION 0095032800 05/26/2022 20220617 1,052.95 CHECK 472965 TOTAL: 5,221.28 472966 06/17/2022 PRTD 140433 BERG, MATTHEW S ERS-001-2022 05/18/2022 20220617 5,598.00 CHECK 472966 TOTAL: 5,598.00 472967 06/17/2022 PRTD 144104 RECREATIONAL MARKETING INC 49454L-A 05/22/2022 20220617 1,500.00 CHECK 472967 TOTAL: 1,500.00 472968 06/17/2022 PRTD 141961 MIDAMERICAN ENERGY SERVICES LLC 11483697 05/23/2022 20220617 4,383.04 CHECK 472968 TOTAL: 4,383.04 472969 06/17/2022 PRTD 142153 BLACK STACK BREWING INC 17745 05/26/2022 20220617 139.00 BLACK STACK BREWING INC 17746 05/26/2022 20220617 631.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/16/2022 13:29User: STanGeilProgram ID: apcshdsb Page 5 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET BLACK STACK BREWING INC 17744 05/26/2022 20220617 455.00 CHECK 472969 TOTAL: 1,225.00 472970 06/17/2022 PRTD 132444 BOLTON & MENK INC 0289601 05/19/2022 20220617 4,018.00 BOLTON & MENK INC 0289675 05/20/2022 20220617 1,184.00 CHECK 472970 TOTAL: 5,202.00 472971 06/17/2022 PRTD 105367 BOUND TREE MEDICAL LLC 84530530 05/19/2022 20220617 6.30 CHECK 472971 TOTAL: 6.30 472972 06/17/2022 PRTD 119351 BOURGET IMPORTS 187179 05/24/2022 20220617 2,227.00 BOURGET IMPORTS 187377 05/31/2022 20220617 243.50 BOURGET IMPORTS 187376 05/31/2022 20220617 592.77 BOURGET IMPORTS 187375 05/31/2022 20220617 842.98 CHECK 472972 TOTAL: 3,906.25 472973 06/17/2022 PRTD 117040 BOYER FORD TRUCKS INC 005S7118 05/18/2022 20220617 1,221.12 CHECK 472973 TOTAL: 1,221.12 472974 06/17/2022 PRTD 100664 BRAUN INTERTEC CORPORATION B294970 05/18/2022 20220617 5,380.00 CHECK 472974 TOTAL: 5,380.00 472975 06/17/2022 PRTD 124291 BREAKTHRU BEVERAGE MINNESOTA WINE 344244989 05/25/2022 20220617 27.24 BREAKTHRU BEVERAGE MINNESOTA WINE 344244993 05/25/2022 20220617 3,552.85 BREAKTHRU BEVERAGE MINNESOTA WINE 344244990 05/25/2022 20220617 140.55 BREAKTHRU BEVERAGE MINNESOTA WINE 344245014 05/25/2022 20220617 3,380.75 BREAKTHRU BEVERAGE MINNESOTA WINE 344245013 05/25/2022 20220617 2,878.50 BREAKTHRU BEVERAGE MINNESOTA WINE 344245011 05/25/2022 20220617 61.15 BREAKTHRU BEVERAGE MINNESOTA WINE 344245016 05/25/2022 20220617 140.55 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/16/2022 13:29User: STanGeilProgram ID: apcshdsb Page 6 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET BREAKTHRU BEVERAGE MINNESOTA WINE 344245008 05/25/2022 20220617 905.75 BREAKTHRU BEVERAGE MINNESOTA WINE 344245005 05/25/2022 20220617 4,526.09 CHECK 472975 TOTAL: 15,613.43 472976 06/17/2022 PRTD 160367 BSN SPORTS LLC 917009569 05/02/2022 20220617 3,622.50 CHECK 472976 TOTAL: 3,622.50 472977 06/17/2022 PRTD 102149 CALLAWAY GOLF 934350434 02/23/2022 20220617 405.90 CALLAWAY GOLF 934366819 02/26/2022 20220617 340.20 CALLAWAY GOLF 934742570 04/27/2022 20220617 141.30 CALLAWAY GOLF 934870742 05/18/2022 20220617 217.20 CHECK 472977 TOTAL: 1,104.60 472978 06/17/2022 PRTD 119455 CAPITOL BEVERAGE SALES LP 21390023 05/27/2022 20220617 -10.67 CAPITOL BEVERAGE SALES LP 2692984 05/27/2022 20220617 1,339.50 CAPITOL BEVERAGE SALES LP 2692983 05/27/2022 20220617 137.75 CAPITOL BEVERAGE SALES LP 2692982 05/27/2022 20220617 3,179.50 CAPITOL BEVERAGE SALES LP 2692981 05/27/2022 20220617 50.00 CAPITOL BEVERAGE SALES LP 2691737 05/27/2022 20220617 1,824.41 CAPITOL BEVERAGE SALES LP 2693902 05/31/2022 20220617 216.75 CAPITOL BEVERAGE SALES LP 2693903 05/31/2022 20220617 14.00 CAPITOL BEVERAGE SALES LP 2693904 05/31/2022 20220617 1,151.30 CHECK 472978 TOTAL: 7,902.54 472979 06/17/2022 PRTD 101515 CEMSTONE PRODUCTS COMPANY C2497449 05/17/2022 20220617 1,417.50 CEMSTONE PRODUCTS COMPANY C2497471 05/18/2022 20220617 1,552.50 CEMSTONE PRODUCTS COMPANY C2498448 05/23/2022 20220617 652.50 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/16/2022 13:29User: STanGeilProgram ID: apcshdsb Page 7 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET CHECK 472979 TOTAL: 3,622.50 472980 06/17/2022 PRTD 103300 CENTER FOR ENERGY AND ENVIRONMENT 21023 05/17/2022 20220617 49,139.12 CHECK 472980 TOTAL: 49,139.12 472981 06/17/2022 PRTD 142028 CINTAS CORPORATION 4120112888 05/23/2022 20220617 17.87 CINTAS CORPORATION 4120112946 05/23/2022 20220617 27.65 CINTAS CORPORATION 4120112770 05/23/2022 20220617 33.63 CINTAS CORPORATION 4120113022 05/23/2022 20220617 25.49 CINTAS CORPORATION 4120112876 05/23/2022 20220617 11.78 CINTAS CORPORATION 4120684088 05/27/2022 20220617 98.32 CHECK 472981 TOTAL: 214.74 472982 06/17/2022 PRTD 100684 CITY OF BLOOMINGTON 20750 06/01/2022 20220617 13,153.50 CHECK 472982 TOTAL: 13,153.50 472983 06/17/2022 PRTD 104800 COON RAPIDS FIRE DEPARTMENT CRFD-03/2022-1 03/07/2022 20220617 474.64 CHECK 472983 TOTAL: 474.64 472984 06/17/2022 PRTD 103216 CITY OF MINNEAPOLIS MPLS-06/2022 06/03/2022 20220617 26,743.25 CHECK 472984 TOTAL: 26,743.25 472985 06/17/2022 PRTD 139927 CITY OF ROCHESTER MN ROCHESTER-06/2022-1 06/09/2022 20220617 3,256.79 CHECK 472985 TOTAL: 3,256.79 472986 06/17/2022 PRTD 139927 CITY OF ROCHESTER MN ROCHESTER-06/2022-2 06/09/2022 20220617 209.90 CHECK 472986 TOTAL: 209.90 472987 06/17/2022 PRTD 100087 CITY OF SAINT PAUL SPFD-05/2022-1 05/25/2022 20220617 23,569.72 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/16/2022 13:29User: STanGeilProgram ID: apcshdsb Page 8 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET CHECK 472987 TOTAL: 23,569.72 472988 06/17/2022 PRTD 102165 ROGER CLEVELAND GOLF CO. INC 6796664 SO 02/24/2022 20220617 310.00 ROGER CLEVELAND GOLF CO. INC 6799766 SO 02/26/2022 20220617 584.00 ROGER CLEVELAND GOLF CO. INC 6796656 SO 02/24/2022 20220617 1,168.00 ROGER CLEVELAND GOLF CO. INC 6913770 SO 04/25/2022 20220617 450.00 ROGER CLEVELAND GOLF CO. INC 6972014 CA 05/24/2022 20220617 -715.00 CHECK 472988 TOTAL: 1,797.00 472989 06/17/2022 PRTD 126726 COBRA PUMA GOLF G2848856 03/24/2022 20220617 236.93 COBRA PUMA GOLF G2900228 04/26/2022 20220617 51.87 CHECK 472989 TOTAL: 288.80 472990 06/17/2022 PRTD 100012 CORE & MAIN Q851036 05/18/2022 20220617 2,590.70 CHECK 472990 TOTAL: 2,590.70 472991 06/17/2022 PRTD 160189 COYLE, ANN 1041 05/20/2022 20220617 1,110.00 CHECK 472991 TOTAL: 1,110.00 472992 06/17/2022 PRTD 160115 CREATING ART INC. 1313 05/21/2022 20220617 985.00 CHECK 472992 TOTAL: 985.00 472993 06/17/2022 PRTD 142772 CREATIVE ARCADE 1410 05/18/2022 20220617 700.00 CHECK 472993 TOTAL: 700.00 472994 06/17/2022 PRTD 103833 HOVERSON, THOMAS 3395 04/26/2022 20220617 5,674.00 CHECK 472994 TOTAL: 5,674.00 472995 06/17/2022 PRTD 102514 CUTTER & BUCK INC 0096169551 05/19/2022 20220617 323.79 CUTTER & BUCK INC 0096174176 05/23/2022 20220617 38.20 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/16/2022 13:29User: STanGeilProgram ID: apcshdsb Page 9 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET CUTTER & BUCK INC 0096194888 06/06/2022 20220617 88.00 CHECK 472995 TOTAL: 449.99 472996 06/17/2022 PRTD 104020 DALCO ENTERPRISES INC 3938917 05/23/2022 20220617 476.85 DALCO ENTERPRISES INC 3938827 05/23/2022 20220617 46.44 CHECK 472996 TOTAL: 523.29 472997 06/17/2022 PRTD 102195 DAY INVESTMENTS LLC P51604173 05/18/2022 20220617 326.00 CHECK 472997 TOTAL: 326.00 472998 06/17/2022 PRTD 151184 DETECTACHEM, INC. INV07533 05/23/2022 20220617 84.80 CHECK 472998 TOTAL: 84.80 472999 06/17/2022 PRTD 100571 DIAMOND VOGEL 802219076 05/17/2022 20220617 10,672.20 CHECK 472999 TOTAL: 10,672.20 473000 06/17/2022 PRTD 114271 DOBOSZENSKI & SONS INC 22015-001 05/17/2022 22200023 20220617 44,422.00 CHECK 473000 TOTAL: 44,422.00 473001 06/17/2022 PRTD 150827 DRASTIC MEASURES BREWING, LLC 2310 05/27/2022 20220617 169.20 CHECK 473001 TOTAL: 169.20 473002 06/17/2022 PRTD 160118 ECCO USA, INC 201735161 04/22/2022 20220617 520.00 CHECK 473002 TOTAL: 520.00 473003 06/17/2022 PRTD 105417 EDINA HISTORICAL SOCIETY 202205012 05/01/2022 20220617 171.40 CHECK 473003 TOTAL: 171.40 473004 06/17/2022 PRTD 160062 ELM CREEK BREWING COMPANY E-2511 05/26/2022 20220617 204.00 ELM CREEK BREWING COMPANY E-2512 05/26/2022 20220617 204.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/16/2022 13:29User: STanGeilProgram ID: apcshdsb Page 10 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET CHECK 473004 TOTAL: 408.00 473005 06/17/2022 PRTD 100158 EXPLORE MINNESOTA GOLF ALLIANCE 264 12/07/2021 20220617 1,995.00 CHECK 473005 TOTAL: 1,995.00 473006 06/17/2022 PRTD 100146 ELLIOTT AUTO SUPPLY CO, INC 1-Z29311 05/17/2022 20220617 218.06 ELLIOTT AUTO SUPPLY CO, INC 69-450740 05/17/2022 20220617 79.23 ELLIOTT AUTO SUPPLY CO, INC 69-451064 05/20/2022 20220617 39.24 ELLIOTT AUTO SUPPLY CO, INC 69-450767 05/17/2022 20220617 68.70 ELLIOTT AUTO SUPPLY CO, INC 75-440974 05/17/2022 20220617 57.25 ELLIOTT AUTO SUPPLY CO, INC 1-7636596 05/20/2022 20220617 958.08 ELLIOTT AUTO SUPPLY CO, INC 69-451113 05/20/2022 20220617 426.46 ELLIOTT AUTO SUPPLY CO, INC 69-451076 05/20/2022 20220617 127.24 ELLIOTT AUTO SUPPLY CO, INC 69-453008 06/09/2022 20220617 -541.61 CHECK 473006 TOTAL: 1,432.65 473007 06/17/2022 PRTD 147181 FALLING BREWERY - BERGMAN LEDGE L E-6635 05/26/2022 20220617 335.00 FALLING BREWERY - BERGMAN LEDGE L E-6636 05/26/2022 20220617 201.00 FALLING BREWERY - BERGMAN LEDGE L E-6660 05/31/2022 20220617 335.00 CHECK 473007 TOTAL: 871.00 473008 06/17/2022 PRTD 141837 DAIOHS USA INC 612360 05/23/2022 20220617 351.40 CHECK 473008 TOTAL: 351.40 473009 06/17/2022 PRTD 122414 FORKLIFTS OF MINNESOTA INC 01P9138060 05/23/2022 20220617 35.91 CHECK 473009 TOTAL: 35.91 473010 06/17/2022 PRTD 137554 FRED HOLASEK & SON INC 00023597 05/18/2022 20220617 2,960.34 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/16/2022 13:29User: STanGeilProgram ID: apcshdsb Page 11 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET CHECK 473010 TOTAL: 2,960.34 473011 06/17/2022 PRTD 102456 GALLS PARENT HOLDINGS LLC BC1619846 05/19/2022 20220617 35.04 GALLS PARENT HOLDINGS LLC BC1620641 05/19/2022 20220617 27.99 GALLS PARENT HOLDINGS LLC BC1622576 05/23/2022 20220617 140.00 CHECK 473011 TOTAL: 203.03 473012 06/17/2022 PRTD 101931 HANESBRANDS INC 41916884 05/19/2022 20220617 225.09 CHECK 473012 TOTAL: 225.09 473013 06/17/2022 PRTD 144982 GERTEN GREENHOUSES & GARDEN CENTE 171281/12 05/17/2022 20220617 3,796.24 CHECK 473013 TOTAL: 3,796.24 473014 06/17/2022 PRTD 101351 GILBERT MECHANICAL CONTRACTORS LL 217587 05/19/2022 20220617 2,831.83 GILBERT MECHANICAL CONTRACTORS LL 59232 05/20/2022 20220617 17,591.15 CHECK 473014 TOTAL: 20,422.98 473015 06/17/2022 PRTD 120079 GOODPOINTE TECHNOLOGY INC 4281 05/17/2022 20220617 4,251.60 CHECK 473015 TOTAL: 4,251.60 473016 06/17/2022 PRTD 101103 WW GRAINGER 9315083155 05/17/2022 20220617 43.51 WW GRAINGER 9317070200 05/18/2022 20220617 8.49 WW GRAINGER 9317365303 05/19/2022 20220617 55.16 WW GRAINGER 9318977031 05/20/2022 20220617 234.78 WW GRAINGER 9319733540 05/20/2022 20220617 420.77 WW GRAINGER 9321770753 05/23/2022 20220617 621.66 CHECK 473016 TOTAL: 1,384.37 473017 06/17/2022 PRTD 144412 WINEBOW MN00113322 05/26/2022 20220617 -160.00 WINEBOW MN00113605 05/31/2022 20220617 247.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/16/2022 13:29User: STanGeilProgram ID: apcshdsb Page 12 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET WINEBOW MN00113604 05/31/2022 20220617 1,512.00 WINEBOW MN00113632 05/31/2022 20220617 144.00 WINEBOW MN00113606 05/31/2022 20220617 1,512.00 WINEBOW MN00113607 05/31/2022 20220617 888.00 CHECK 473017 TOTAL: 4,143.00 473018 06/17/2022 PRTD 160211 GROVE NURSERY INC 32171600 05/17/2022 20220617 2,800.00 CHECK 473018 TOTAL: 2,800.00 473019 06/17/2022 PRTD 141925 GS SYSTEMS INC AND AFFILIATES INV24605 05/17/2022 20220617 13,710.00 CHECK 473019 TOTAL: 13,710.00 473020 06/17/2022 PRTD 104482 GUNNAR ELECTRIC INC 21052-1R 04/25/2022 20220617 2,264.00 CHECK 473020 TOTAL: 2,264.00 473021 06/17/2022 PRTD 100790 HACH COMPANY 13043741 05/18/2022 20220617 550.63 CHECK 473021 TOTAL: 550.63 473022 06/17/2022 PRTD 121133 NATUS CORPORATION INC 219311-1 05/17/2022 20220617 8,407.11 CHECK 473022 TOTAL: 8,407.11 473023 06/17/2022 PRTD 151168 HAMMER SPORTS LLC 2324 05/22/2022 20220617 654.00 CHECK 473023 TOTAL: 654.00 473024 06/17/2022 PRTD 130116 HARRIS 160006323 05/17/2022 20220617 632.50 CHECK 473024 TOTAL: 632.50 473025 06/17/2022 PRTD 100797 HAWKINS INC 6191700 05/20/2022 20220617 2,996.00 HAWKINS INC 6193708 05/23/2022 20220617 6,864.82 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/16/2022 13:29User: STanGeilProgram ID: apcshdsb Page 13 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET CHECK 473025 TOTAL: 9,860.82 473026 06/17/2022 PRTD 160258 CITY OF COTTAGE GROVE 06-07-2022 06/07/2022 20220617 200.00 CHECK 473026 TOTAL: 200.00 473027 06/17/2022 PRTD 104375 HOHENSTEINS INC 509247 05/31/2022 20220617 1,179.00 HOHENSTEINS INC 509248 05/31/2022 20220617 51.00 HOHENSTEINS INC 509250 05/31/2022 20220617 563.10 HOHENSTEINS INC 509251 05/31/2022 20220617 51.00 HOHENSTEINS INC 509253 05/31/2022 20220617 2,476.50 HOHENSTEINS INC 509090 05/31/2022 20220617 110.00 CHECK 473027 TOTAL: 4,430.60 473028 06/17/2022 PRTD 100417 HORIZON CHEMICAL CO INV15922 05/23/2022 22200051 20220617 7,500.00 HORIZON CHEMICAL CO INV15987 05/18/2022 20220617 602.88 HORIZON CHEMICAL CO INV16392 05/23/2022 20220617 8,774.65 HORIZON CHEMICAL CO INV16406 05/23/2022 20220617 5,750.20 CHECK 473028 TOTAL: 22,627.73 473029 06/17/2022 PRTD 160391 HORTON, TREY CHARLES 22Juneteenth-Horton 06/07/2022 20220617 500.00 CHECK 473029 TOTAL: 500.00 473030 06/17/2022 PRTD 160239 HUEBSCH LAUNDRY CO 20151523 05/23/2022 20220617 201.72 CHECK 473030 TOTAL: 201.72 473031 06/17/2022 PRTD 129430 HYDROTECH SYSTEMS LTD YSM149 05/18/2022 20220617 257.37 CHECK 473031 TOTAL: 257.37 473032 06/17/2022 PRTD 143537 JIRIK SOD FARM 49082 05/18/2022 20220617 2,374.20 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/16/2022 13:29User: STanGeilProgram ID: apcshdsb Page 14 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET CHECK 473032 TOTAL: 2,374.20 473033 06/17/2022 PRTD 100741 JJ TAYLOR DISTRIBUTING CO OF MINN 3305855 05/25/2022 20220617 117.50 JJ TAYLOR DISTRIBUTING CO OF MINN 3305856 05/25/2022 20220617 3,094.90 JJ TAYLOR DISTRIBUTING CO OF MINN 3305857 05/25/2022 20220617 372.35 JJ TAYLOR DISTRIBUTING CO OF MINN 3305858 05/25/2022 20220617 4,170.10 JJ TAYLOR DISTRIBUTING CO OF MINN 3305854 05/25/2022 20220617 195.55 CHECK 473033 TOTAL: 7,950.40 473034 06/17/2022 PRTD 150045 JOHNNIE-0 INC 0937215 05/22/2022 20220617 218.54 CHECK 473034 TOTAL: 218.54 473035 06/17/2022 PRTD 100835 ARTISAN BEER COMPANY 3538083 05/26/2022 20220617 1,760.10 ARTISAN BEER COMPANY 3538080 05/26/2022 20220617 73.80 ARTISAN BEER COMPANY 3538079 05/26/2022 20220617 2,348.40 ARTISAN BEER COMPANY 3538081 05/26/2022 20220617 1,875.30 ARTISAN BEER COMPANY 3538082 05/26/2022 20220617 110.70 CHECK 473035 TOTAL: 6,168.30 473036 06/17/2022 PRTD 100835 PHILLIPS WINE & SPIRITS 6402973 05/26/2022 20220617 1,053.50 PHILLIPS WINE & SPIRITS 6402977 05/26/2022 20220617 1,512.86 PHILLIPS WINE & SPIRITS 6402976 05/26/2022 20220617 33.35 PHILLIPS WINE & SPIRITS 6402975 05/26/2022 20220617 81.35 PHILLIPS WINE & SPIRITS 6402974 05/26/2022 20220617 1,196.81 PHILLIPS WINE & SPIRITS 6402961 05/26/2022 20220617 1,384.79 PHILLIPS WINE & SPIRITS 6402962 05/26/2022 20220617 660.74 PHILLIPS WINE & SPIRITS 6402963 05/26/2022 20220617 93.50 PHILLIPS WINE & SPIRITS 6402964 05/26/2022 20220617 1,007.75 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/16/2022 13:29User: STanGeilProgram ID: apcshdsb Page 15 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET PHILLIPS WINE & SPIRITS 6402970 05/26/2022 20220617 1,377.66 PHILLIPS WINE & SPIRITS 6402969 05/26/2022 20220617 165.40 PHILLIPS WINE & SPIRITS 6402968 05/26/2022 20220617 81.35 PHILLIPS WINE & SPIRITS 6402967 05/26/2022 20220617 1,184.97 PHILLIPS WINE & SPIRITS 6402966 05/26/2022 20220617 152.85 PHILLIPS WINE & SPIRITS 6402965 05/26/2022 20220617 81.35 CHECK 473036 TOTAL: 10,068.23 473037 06/17/2022 PRTD 100835 WINE MERCHANTS 7381366 05/26/2022 20220617 24.35 WINE MERCHANTS 7381367 05/26/2022 20220617 1,833.87 WINE MERCHANTS 7381362 05/26/2022 20220617 1,873.55 WINE MERCHANTS 7381363 05/26/2022 20220617 2,519.09 WINE MERCHANTS 7381364 05/26/2022 20220617 1,185.45 WINE MERCHANTS 7381365 05/26/2022 20220617 50.70 CHECK 473037 TOTAL: 7,487.01 473038 06/17/2022 PRTD 100835 JOHNSON BROTHERS LIQUOR CO 2060667 05/26/2022 20220617 442.16 JOHNSON BROTHERS LIQUOR CO 2060668 05/26/2022 20220617 1,176.89 JOHNSON BROTHERS LIQUOR CO 2060669 05/26/2022 20220617 838.15 JOHNSON BROTHERS LIQUOR CO 2060673 05/26/2022 20220617 81.35 JOHNSON BROTHERS LIQUOR CO 2060674 05/26/2022 20220617 389.40 JOHNSON BROTHERS LIQUOR CO 2060675 05/26/2022 20220617 1,005.50 JOHNSON BROTHERS LIQUOR CO 2060676 05/26/2022 20220617 113.41 JOHNSON BROTHERS LIQUOR CO 2060645 05/26/2022 20220617 1,031.21 JOHNSON BROTHERS LIQUOR CO 2060646 05/26/2022 20220617 117.01 JOHNSON BROTHERS LIQUOR CO 2060648 05/26/2022 20220617 998.61 JOHNSON BROTHERS LIQUOR CO 2060650 05/26/2022 20220617 389.40 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/16/2022 13:29User: STanGeilProgram ID: apcshdsb Page 16 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET JOHNSON BROTHERS LIQUOR CO 2060651 05/26/2022 20220617 81.35 JOHNSON BROTHERS LIQUOR CO 2060652 05/26/2022 20220617 41.35 JOHNSON BROTHERS LIQUOR CO 2060653 05/26/2022 20220617 33.35 JOHNSON BROTHERS LIQUOR CO 2060664 05/26/2022 20220617 404.28 JOHNSON BROTHERS LIQUOR CO 2060662 05/26/2022 20220617 194.70 JOHNSON BROTHERS LIQUOR CO 2060660 05/26/2022 20220617 125.69 JOHNSON BROTHERS LIQUOR CO 2060656 05/26/2022 20220617 1,422.46 JOHNSON BROTHERS LIQUOR CO 2060658 05/26/2022 20220617 2,172.41 JOHNSON BROTHERS LIQUOR CO 2060657 05/26/2022 20220617 1,420.12 JOHNSON BROTHERS LIQUOR CO 2060655 05/26/2022 20220617 692.30 JOHNSON BROTHERS LIQUOR CO 2060654 05/26/2022 20220617 181.05 JOHNSON BROTHERS LIQUOR CO 2060663 05/26/2022 20220617 1,003.02 JOHNSON BROTHERS LIQUOR CO 2060661 05/26/2022 20220617 1,431.42 JOHNSON BROTHERS LIQUOR CO 2061828 05/27/2022 20220617 366.80 JOHNSON BROTHERS LIQUOR CO 2061830 05/27/2022 20220617 310.75 JOHNSON BROTHERS LIQUOR CO 2061831 05/27/2022 20220617 388.15 JOHNSON BROTHERS LIQUOR CO 2061827 05/27/2022 20220617 505.10 JOHNSON BROTHERS LIQUOR CO 2061829 05/27/2022 20220617 306.30 JOHNSON BROTHERS LIQUOR CO 202568 CR 05/24/2022 20220617 -123.23 JOHNSON BROTHERS LIQUOR CO 2026915 04/07/2022 20220617 336.80 CHECK 473038 TOTAL: 17,877.26 473039 06/17/2022 PRTD 130789 KATZ, DAVID 1221 05/19/2022 20220617 1,188.00 CHECK 473039 TOTAL: 1,188.00 473040 06/17/2022 PRTD 103409 KELBRO COMPANY 2763596 05/26/2022 20220617 163.25 KELBRO COMPANY 2765166 05/27/2022 20220617 97.50 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/16/2022 13:29User: STanGeilProgram ID: apcshdsb Page 17 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET KELBRO COMPANY 2763520 05/26/2022 20220617 31.80 KELBRO COMPANY 2764879 05/28/2022 20220617 205.55 CHECK 473040 TOTAL: 498.10 473041 06/17/2022 PRTD 113212 KENDELL INTERMEDIATE CORPORATION IN052414 05/17/2022 20220617 1,815.00 CHECK 473041 TOTAL: 1,815.00 473042 06/17/2022 PRTD 136686 LARA SCHINKE-OLSON INCE 13976713 05/20/2022 20220617 272.00 CHECK 473042 TOTAL: 272.00 473043 06/17/2022 PRTD 142207 KIESLER POLICE SUPPLY INC IN191141 05/18/2022 20220617 356.00 CHECK 473043 TOTAL: 356.00 473044 06/17/2022 PRTD 100944 KIWI KAI IMPORTS INC 166362 05/24/2022 20220617 89.25 KIWI KAI IMPORTS INC 166349 05/24/2022 20220617 946.00 KIWI KAI IMPORTS INC 166357 05/25/2022 20220617 1,153.05 KIWI KAI IMPORTS INC 166352 05/24/2022 20220617 1,367.75 KIWI KAI IMPORTS INC 167096 05/31/2022 20220617 857.25 KIWI KAI IMPORTS INC 167097 05/31/2022 20220617 812.50 KIWI KAI IMPORTS INC 167133 05/31/2022 20220617 89.25 CHECK 473044 TOTAL: 5,315.05 473045 06/17/2022 PRTD 160397 KNUDTSON, RACHEL 05012022 05/20/2022 20220617 100.00 CHECK 473045 TOTAL: 100.00 473046 06/17/2022 PRTD 151024 LA DONA SBC 5542 05/26/2022 20220617 80.00 CHECK 473046 TOTAL: 80.00 473047 06/17/2022 PRTD 160224 LAFORCE HOLDINGS INC 1192452 05/18/2022 20220617 8,268.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/16/2022 13:29User: STanGeilProgram ID: apcshdsb Page 18 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET CHECK 473047 TOTAL: 8,268.00 473048 06/17/2022 PRTD 100852 LAWSON PRODUCTS INC 9309576143 05/18/2022 20220617 17.97 LAWSON PRODUCTS INC 9309576144 05/18/2022 20220617 45.06 LAWSON PRODUCTS INC 9309585167 05/20/2022 20220617 895.61 CHECK 473048 TOTAL: 958.64 473049 06/17/2022 PRTD 135867 LIBATION PROJECT 46105 05/31/2022 20220617 228.00 CHECK 473049 TOTAL: 228.00 473050 06/17/2022 PRTD 100839 KAMAN INDUSTRIAL TECHNOLOGIES F531533 05/19/2022 20220617 99.06 CHECK 473050 TOTAL: 99.06 473051 06/17/2022 PRTD 101078 LUBE-TECH ESI 2918363 05/17/2022 20220617 1,453.25 CHECK 473051 TOTAL: 1,453.25 473052 06/17/2022 PRTD 146427 LUCID BREWING LLC 13743 05/25/2022 20220617 142.00 LUCID BREWING LLC 13742 05/25/2022 20220617 92.00 LUCID BREWING LLC 13745 05/25/2022 20220617 88.00 CHECK 473052 TOTAL: 322.00 473053 06/17/2022 PRTD 141916 LUPULIN BREWING COMPANY 45235 05/25/2022 20220617 295.00 LUPULIN BREWING COMPANY 45234 05/25/2022 20220617 216.50 LUPULIN BREWING COMPANY 45236 05/25/2022 20220617 295.00 CHECK 473053 TOTAL: 806.50 473054 06/17/2022 PRTD 100864 MACQUEEN EQUIPMENT LLC P02447 05/17/2022 20220617 6,618.56 CHECK 473054 TOTAL: 6,618.56 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/16/2022 13:29User: STanGeilProgram ID: apcshdsb Page 19 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET 473055 06/17/2022 PRTD 134063 MANSFIELD OIL COMPANY 23269898 05/17/2022 20220617 16,926.59 MANSFIELD OIL COMPANY 23278094 05/19/2022 20220617 1,105.32 CHECK 473055 TOTAL: 18,031.91 473056 06/17/2022 PRTD 141215 MAVERICK WINE LLC INV780764 05/24/2022 20220617 221.52 MAVERICK WINE LLC INV780751 05/24/2022 20220617 233.46 CHECK 473056 TOTAL: 454.98 473057 06/17/2022 PRTD 130477 MCDONALD DISTRIBUTING COMPANY 632914 05/25/2022 20220617 96.75 MCDONALD DISTRIBUTING COMPANY 632913 05/25/2022 20220617 613.25 MCDONALD DISTRIBUTING COMPANY 632905 05/25/2022 20220617 310.70 MCDONALD DISTRIBUTING COMPANY 632916 05/25/2022 20220617 96.75 MCDONALD DISTRIBUTING COMPANY 632915 05/25/2022 20220617 465.25 CHECK 473057 TOTAL: 1,582.70 473058 06/17/2022 PRTD 137002 MELTWATER NEWS US INC IN-S151-538436 05/23/2022 20220617 1,999.99 CHECK 473058 TOTAL: 1,999.99 473059 06/17/2022 PRTD 101483 MENARDS 61508 05/19/2022 20220617 36.74 MENARDS 61528 05/19/2022 20220617 50.61 MENARDS 61515 05/19/2022 20220617 74.09 MENARDS 61753 05/23/2022 20220617 153.90 MENARDS 61764 05/23/2022 20220617 72.78 MENARDS 61900-8176 05/25/2022 20220617 -16.67 MENARDS 59851 04/22/2022 20220617 43.53 MENARDS 59745 04/20/2022 20220617 81.97 MENARDS 61013 05/11/2022 20220617 24.97 MENARDS 60708 05/06/2022 20220617 19.99 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/16/2022 13:29User: STanGeilProgram ID: apcshdsb Page 20 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET CHECK 473059 TOTAL: 541.91 473060 06/17/2022 PRTD 100885 METRO SALES INC INV2049682 05/19/2022 20220617 1,507.90 CHECK 473060 TOTAL: 1,507.90 473061 06/17/2022 PRTD 102729 METROPOLITAN FORD LLC 528179 05/17/2022 20220617 61.74 METROPOLITAN FORD LLC 528211 05/20/2022 20220617 37.80 METROPOLITAN FORD LLC 528199 05/19/2022 20220617 213.15 METROPOLITAN FORD LLC 527952 05/23/2022 20220617 295.79 METROPOLITAN FORD LLC 410126 05/23/2022 20220617 332.36 METROPOLITAN FORD LLC CM527952 06/09/2022 20220617 -18.24 CHECK 473061 TOTAL: 922.60 473062 06/17/2022 PRTD 101161 MIDWEST CHEMICAL SUPPLY INC 44323 05/20/2022 20220617 1,121.16 CHECK 473062 TOTAL: 1,121.16 473063 06/17/2022 PRTD 145395 MILK AND HONEY LLC 10369 05/27/2022 20220617 204.00 CHECK 473063 TOTAL: 204.00 473064 06/17/2022 PRTD 100913 MINNEAPOLIS & SUBURBAN SEWER & WA 36403 05/18/2022 20220617 3,300.00 CHECK 473064 TOTAL: 3,300.00 473065 06/17/2022 PRTD 123909 MINNESOTA SODDING COMPANY LLC 11128 05/23/2022 20220617 1,343.45 CHECK 473065 TOTAL: 1,343.45 473066 06/17/2022 PRTD 128914 BJKK DEVELOPMENT 32983 05/21/2022 20220617 291.00 BJKK DEVELOPMENT 32991 05/21/2022 20220617 156.00 BJKK DEVELOPMENT 32992 05/21/2022 20220617 17.50 BJKK DEVELOPMENT 32993 05/21/2022 20220617 59.06 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/16/2022 13:29User: STanGeilProgram ID: apcshdsb Page 21 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET BJKK DEVELOPMENT 32982 05/21/2022 20220617 30.00 BJKK DEVELOPMENT 32981 05/21/2022 20220617 58.00 CHECK 473066 TOTAL: 611.56 473067 06/17/2022 PRTD 138171 MOBOTREX INC 258091 05/17/2022 20220617 855.00 CHECK 473067 TOTAL: 855.00 473068 06/17/2022 PRTD 140955 MODIST BREWING LLC E-31689 05/31/2022 20220617 209.00 MODIST BREWING LLC E-31691 05/31/2022 20220617 383.00 MODIST BREWING LLC E-31690 05/31/2022 20220617 557.00 CHECK 473068 TOTAL: 1,149.00 473069 06/17/2022 PRTD 100906 MTI DISTRIBUTING INC 1336514-02 05/18/2022 20220617 622.11 MTI DISTRIBUTING INC 1343979-00 05/23/2022 20220617 167.81 MTI DISTRIBUTING INC 1345199-00 05/23/2022 20220617 119.48 MTI DISTRIBUTING INC 1346724-00 06/01/2022 20220617 -253.77 CHECK 473069 TOTAL: 655.63 473070 06/17/2022 PRTD 160072 NORTHERN AIR CORPORATION FC 20-17 #7 05/17/2022 20220617 7,579.10 CHECK 473070 TOTAL: 7,579.10 473071 06/17/2022 PRTD 160402 AGBONLAHOR, CAROLINE NAOMI 22Juneteenth-Noami 06/07/2022 20220617 400.00 CHECK 473071 TOTAL: 400.00 473072 06/17/2022 PRTD 100076 NEW FRANCE WINE CO 187936 05/25/2022 20220617 796.00 NEW FRANCE WINE CO 187935 05/25/2022 20220617 1,800.50 NEW FRANCE WINE CO 187929/187932 05/25/2022 20220617 1,543.50 CHECK 473072 TOTAL: 4,140.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/16/2022 13:29User: STanGeilProgram ID: apcshdsb Page 22 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET 473073 06/17/2022 PRTD 104350 NIKE USA INC 9647246180 05/18/2022 20220617 249.54 CHECK 473073 TOTAL: 249.54 473074 06/17/2022 PRTD 115616 NORTH IMAGE APPAREL INC NIA15858G 05/19/2022 20220617 59.00 CHECK 473074 TOTAL: 59.00 473075 06/17/2022 PRTD 104232 NORTHERN SAFETY TECHNOLOGY INC 54050 05/17/2022 20220617 290.00 CHECK 473075 TOTAL: 290.00 473076 06/17/2022 PRTD 139023 NUSS TRUCK GROUP INC 740115 05/20/2022 20220617 777.31 CHECK 473076 TOTAL: 777.31 473077 06/17/2022 PRTD 160385 ODP BUSINESS SOLUTIONS LLC 244883983001 05/20/2022 20220617 152.12 ODP BUSINESS SOLUTIONS LLC 245163155001 05/23/2022 20220617 69.99 ODP BUSINESS SOLUTIONS LLC 245311551001 05/23/2022 20220617 59.84 CHECK 473077 TOTAL: 281.95 473078 06/17/2022 PRTD 141965 OMNI BREWING COMPANY LLC E-12091 05/25/2022 20220617 138.00 OMNI BREWING COMPANY LLC E-12092 05/25/2022 20220617 172.50 OMNI BREWING COMPANY LLC E-12107 05/30/2022 20220617 90.00 CHECK 473078 TOTAL: 400.50 473079 06/17/2022 PRTD 999995 KOTHRADE SEWER, WATER & EXCAVATIN ED196847-REFUND 06/10/2022 20220617 2,500.00 CHECK 473079 TOTAL: 2,500.00 473080 06/17/2022 PRTD 999994 B & R HARDWOOD AND TILE INC ED197873-REFUND 06/07/2022 20220617 897.73 CHECK 473080 TOTAL: 897.73 473081 06/17/2022 PRTD 999994 Flynn, Ryan 15709 05/31/2022 20220617 350.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/16/2022 13:29User: STanGeilProgram ID: apcshdsb Page 23 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET CHECK 473081 TOTAL: 350.00 473082 06/17/2022 PRTD 999994 Paladin Plumbing ED192570-REFUND 06/10/2022 20220617 54.96 CHECK 473082 TOTAL: 54.96 473083 06/17/2022 PRTD 999994 Steinkraus Plumbing ED197400-REFUND 06/10/2022 20220617 45.28 CHECK 473083 TOTAL: 45.28 473084 06/17/2022 PRTD 999997 Fiebiger, Joseph 273-21-4702 06/06/2022 20220617 1,782.20 CHECK 473084 TOTAL: 1,782.20 473085 06/17/2022 PRTD 160400 OTHER WORLD COMPUTING INC SQ-6709636 05/27/2022 20220617 7,768.49 CHECK 473085 TOTAL: 7,768.49 473086 06/17/2022 PRTD 100940 OWENS TECHNOLOGY COMPANIES INC 98423 05/18/2022 20220617 819.00 CHECK 473086 TOTAL: 819.00 473087 06/17/2022 PRTD 160403 PACIFIC GOLF ACCESSORIES 22150 05/20/2022 20220617 1,070.00 CHECK 473087 TOTAL: 1,070.00 473088 06/17/2022 PRTD 100945 PEPSI-COLA COMPANY 34118803 06/02/2022 20220617 2,101.96 CHECK 473088 TOTAL: 2,101.96 473089 06/17/2022 PRTD 149249 PEQUOD DISTRIBUTING W-148477 05/26/2022 20220617 133.00 PEQUOD DISTRIBUTING W-148476 05/26/2022 20220617 420.67 CHECK 473089 TOTAL: 553.67 473090 06/17/2022 PRTD 140243 PK BLOODY MARY CORP 1892 05/27/2022 20220617 477.36 PK BLOODY MARY CORP 1893 05/25/2022 20220617 394.68 CHECK 473090 TOTAL: 872.04 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/16/2022 13:29User: STanGeilProgram ID: apcshdsb Page 24 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET 473091 06/17/2022 PRTD 119620 POMP'S TIRE SERVICE INC 210594253 05/17/2022 20220617 488.00 POMP'S TIRE SERVICE INC 210593451 05/17/2022 20220617 477.60 CHECK 473091 TOTAL: 965.60 473092 06/17/2022 PRTD 129706 PREMIUM WATERS INC 318784616 05/17/2022 20220617 41.99 PREMIUM WATERS INC 318811474 05/31/2022 20220617 14.00 CHECK 473092 TOTAL: 55.99 473093 06/17/2022 PRTD 108875 PRESCRIPTION LANDSCAPE 93019 05/20/2022 20220617 1,150.00 CHECK 473093 TOTAL: 1,150.00 473094 06/17/2022 PRTD 106322 SCHENCK, DAVID 159600 05/20/2022 20220617 598.31 CHECK 473094 TOTAL: 598.31 473095 06/17/2022 PRTD 143618 PRYES BREWING COMPANY LLC W-37524 05/25/2022 20220617 379.00 PRYES BREWING COMPANY LLC W-37593 05/26/2022 20220617 348.00 PRYES BREWING COMPANY LLC W-37592 05/26/2022 20220617 1,219.00 CHECK 473095 TOTAL: 1,946.00 473096 06/17/2022 PRTD 104642 RCM SPECIALTIES INC 8446 05/18/2022 20220617 1,518.34 CHECK 473096 TOTAL: 1,518.34 473097 06/17/2022 PRTD 146269 RESSEMANN, SUZANNE 102022-05 05/31/2022 20220617 1,474.49 CHECK 473097 TOTAL: 1,474.49 473098 06/17/2022 PRTD 102407 RICHFIELD TRANSMISSION 016870 04/27/2022 20220617 653.99 CHECK 473098 TOTAL: 653.99 473099 06/17/2022 PRTD 100980 ROBERT B HILL COMPANY 401225 05/17/2022 20220617 387.64 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/16/2022 13:29User: STanGeilProgram ID: apcshdsb Page 25 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET CHECK 473099 TOTAL: 387.64 473100 06/17/2022 PRTD 101659 ORKIN 226295467 05/17/2022 20220617 153.42 ORKIN 226296807 05/17/2022 20220617 30.00 ORKIN 226296257 05/17/2022 20220617 26.28 ORKIN 226296398 05/20/2022 20220617 149.47 CHECK 473100 TOTAL: 359.17 473101 06/17/2022 PRTD 134173 SAFE-FAST INC INV261193 05/18/2022 20220617 1,126.68 CHECK 473101 TOTAL: 1,126.68 473102 06/17/2022 PRTD 100988 SAFETY KLEEN SYSTEMS INC 88504896 03/30/2022 20220617 223.09 CHECK 473102 TOTAL: 223.09 473103 06/17/2022 PRTD 141332 SOUTH TOWN REFRIGERATION INC W75749 05/19/2022 20220617 4,828.16 SOUTH TOWN REFRIGERATION INC W75811 05/23/2022 20220617 2,611.25 CHECK 473103 TOTAL: 7,439.41 473104 06/17/2022 PRTD 144403 SENTEXT SOLUTIONS 270925 05/20/2022 20220617 299.00 CHECK 473104 TOTAL: 299.00 473105 06/17/2022 PRTD 132210 RUSCIANO GROUP INC 68171 05/17/2022 20220617 765.00 RUSCIANO GROUP INC 68190 05/23/2022 20220617 765.00 CHECK 473105 TOTAL: 1,530.00 473106 06/17/2022 PRTD 160417 SHERBURNE COUNTY SHERIFF’S OFFICE 2022000277 06/13/2022 20220617 1,000.00 CHECK 473106 TOTAL: 1,000.00 473107 06/17/2022 PRTD 100995 SHORT-ELLIOT-HENDRICKSON INCORPOR 426321 05/20/2022 20220617 246.67 SHORT-ELLIOT-HENDRICKSON INCORPOR 426322 05/20/2022 20220617 244.66 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/16/2022 13:29User: STanGeilProgram ID: apcshdsb Page 26 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET CHECK 473107 TOTAL: 491.33 473108 06/17/2022 PRTD 137482 SITEONE LANDSCAPE SUPPLY LLC 119203856-001 05/17/2022 20220617 304.27 SITEONE LANDSCAPE SUPPLY LLC 119417275-001 05/20/2022 20220617 77.33 CHECK 473108 TOTAL: 381.60 473109 06/17/2022 PRTD 132195 SMALL LOT MN MN53277 05/31/2022 20220617 225.36 SMALL LOT MN MN53276 05/31/2022 20220617 164.96 SMALL LOT MN MN53278 05/31/2022 20220617 164.96 CHECK 473109 TOTAL: 555.28 473110 06/17/2022 PRTD 101000 RJM PRINTING INC 120882012 05/23/2022 20220617 98.80 CHECK 473110 TOTAL: 98.80 473111 06/17/2022 PRTD 127878 SOUTHERN GLAZERS WINE & SPIRITS L 2215550 05/25/2022 20220617 180.80 SOUTHERN GLAZERS WINE & SPIRITS L 2215549 05/25/2022 20220617 193.60 SOUTHERN GLAZERS WINE & SPIRITS L 2215548 05/25/2022 20220617 869.60 SOUTHERN GLAZERS WINE & SPIRITS L 2215553 05/25/2022 20220617 152.80 SOUTHERN GLAZERS WINE & SPIRITS L 2215547 05/25/2022 20220617 573.60 SOUTHERN GLAZERS WINE & SPIRITS L 2215543 05/25/2022 20220617 96.80 SOUTHERN GLAZERS WINE & SPIRITS L 2215546 05/25/2022 20220617 797.05 SOUTHERN GLAZERS WINE & SPIRITS L 2215545 05/25/2022 20220617 435.45 SOUTHERN GLAZERS WINE & SPIRITS L 2215542 05/25/2022 20220617 462.50 SOUTHERN GLAZERS WINE & SPIRITS L 2215544 05/25/2022 20220617 180.80 SOUTHERN GLAZERS WINE & SPIRITS L 2215557 05/25/2022 20220617 1,409.16 SOUTHERN GLAZERS WINE & SPIRITS L 2215556 05/25/2022 20220617 1,611.52 SOUTHERN GLAZERS WINE & SPIRITS L 2215555 05/25/2022 20220617 1,258.45 SOUTHERN GLAZERS WINE & SPIRITS L 2215554 05/25/2022 20220617 738.40 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/16/2022 13:29User: STanGeilProgram ID: apcshdsb Page 27 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET SOUTHERN GLAZERS WINE & SPIRITS L 2217719 05/31/2022 20220617 1,308.53 CHECK 473111 TOTAL: 10,269.06 473112 06/17/2022 PRTD 160359 SPEC 7 GROUP LLC 22966-01 05/23/2022 20220617 1,448.00 CHECK 473112 TOTAL: 1,448.00 473113 06/17/2022 PRTD 139006 BCA TRAINING AND DEVELOPMENT SECT 23955 06/06/2022 20220617 275.00 CHECK 473113 TOTAL: 275.00 473114 06/17/2022 PRTD 139006 MINNESOTA DEPARTMENT OF HEALTH 946135 05/20/2022 20220617 40.00 CHECK 473114 TOTAL: 40.00 473115 06/17/2022 PRTD 139006 MINNESOTA DEPARTMENT OF HEALTH 949292 05/23/2022 20220617 40.00 CHECK 473115 TOTAL: 40.00 473116 06/17/2022 PRTD 139006 MINNESOTA DEPARTMENT OF HEALTH 949406 04/21/2022 20220617 40.00 CHECK 473116 TOTAL: 40.00 473117 06/17/2022 PRTD 139006 MINNESOTA DEPARTMENT OF HEALTH 949309 05/31/2022 20220617 40.00 CHECK 473117 TOTAL: 40.00 473118 06/17/2022 PRTD 139006 MINNESOTA DEPARTMENT OF HEALTH 1270011-Q2-2022 05/19/2022 20220617 34,977.00 CHECK 473118 TOTAL: 34,977.00 473119 06/17/2022 PRTD 133068 STEEL TOE BREWING LLC 45758 05/25/2022 20220617 120.00 STEEL TOE BREWING LLC 45770 05/25/2022 20220617 432.00 CHECK 473119 TOTAL: 552.00 473120 06/17/2022 PRTD 101015 STREICHERS INC I1569137 05/18/2022 20220617 17.99 STREICHERS INC I1569313 05/19/2022 20220617 43.98 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/16/2022 13:29User: STanGeilProgram ID: apcshdsb Page 28 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET CHECK 473120 TOTAL: 61.97 473121 06/17/2022 PRTD 101017 SUBURBAN CHEVROLET 30067P 05/18/2022 20220617 240.13 CHECK 473121 TOTAL: 240.13 473122 06/17/2022 PRTD 105874 SUBURBAN TIRE WHOLESALE INC 10186772 05/23/2022 20220617 143.08 CHECK 473122 TOTAL: 143.08 473123 06/17/2022 PRTD 142316 T-MOBILE USA INC 477067848-05/22 05/27/2022 20220617 35.00 CHECK 473123 TOTAL: 35.00 473124 06/17/2022 PRTD 104932 TAYLOR MADE 35740177 03/29/2022 20220617 48.23 TAYLOR MADE 35740241 03/29/2022 20220617 399.41 TAYLOR MADE 35740314 03/29/2022 20220617 399.41 TAYLOR MADE 35742545 03/30/2022 20220617 399.41 TAYLOR MADE 35870364 04/28/2022 20220617 386.64 TAYLOR MADE 35939032 05/17/2022 20220617 -236.37 TAYLOR MADE 35939124 05/17/2022 20220617 -537.13 TAYLOR MADE 35939455 05/17/2022 20220617 -139.84 CHECK 473124 TOTAL: 719.76 473125 06/17/2022 PRTD 145168 TAYLOR SALES LLC 06022022 05/17/2022 20220617 3,195.00 CHECK 473125 TOTAL: 3,195.00 473126 06/17/2022 PRTD 122768 TEE TIMES PRESS 33083 02/16/2022 20220617 225.00 TEE TIMES PRESS 33110 04/14/2022 20220617 225.00 CHECK 473126 TOTAL: 450.00 473127 06/17/2022 PRTD 160286 TOWN TALK MFG CO INC 518535 05/19/2022 20220617 214.46 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/16/2022 13:29User: STanGeilProgram ID: apcshdsb Page 29 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET CHECK 473127 TOTAL: 214.46 473128 06/17/2022 PRTD 146436 TYLER TECHNOLOGIES INC 045-380242 05/18/2022 20220617 2,520.00 CHECK 473128 TOTAL: 2,520.00 473129 06/17/2022 PRTD 103973 ULINE INC 149028205 05/17/2022 20220617 306.08 CHECK 473129 TOTAL: 306.08 473130 06/17/2022 PRTD 131957 UNIVERSAL ATHLETIC, LLC 150-0061727-01 05/18/2022 20220617 257.96 CHECK 473130 TOTAL: 257.96 473131 06/17/2022 PRTD 140009 US KIDS GOLF LLC IN2048604 05/17/2022 20220617 202.55 CHECK 473131 TOTAL: 202.55 473132 06/17/2022 PRTD 144033 USS MINNESOTA ONE MT LLC 31715 05/17/2022 20220617 4,450.71 CHECK 473132 TOTAL: 4,450.71 473133 06/17/2022 PRTD 101058 VAN PAPER COMPANY 612216-00 05/19/2022 20220617 1,004.70 CHECK 473133 TOTAL: 1,004.70 473134 06/17/2022 PRTD 101063 VERSATILE VEHICLES 78829 05/19/2022 20220617 355.75 CHECK 473134 TOTAL: 355.75 473135 06/17/2022 PRTD 101066 VIKING ELECTRIC SUPPLY S005828635.001 05/19/2022 20220617 390.00 VIKING ELECTRIC SUPPLY S005829566.001 05/19/2022 20220617 201.67 VIKING ELECTRIC SUPPLY S005797087.002 05/19/2022 20220617 36.42 VIKING ELECTRIC SUPPLY S005825769.001 05/19/2022 20220617 25.61 VIKING ELECTRIC SUPPLY S005832704.001 05/20/2022 20220617 111.04 VIKING ELECTRIC SUPPLY S005825769.002 05/20/2022 20220617 -25.61 VIKING ELECTRIC SUPPLY S005836414.001 05/23/2022 20220617 7.93 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/16/2022 13:29User: STanGeilProgram ID: apcshdsb Page 30 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET VIKING ELECTRIC SUPPLY S005834386.001 05/23/2022 20220617 54.36 CHECK 473135 TOTAL: 801.42 473136 06/17/2022 PRTD 119454 VINOCOPIA INC 0305207-IN 05/26/2022 20220617 113.25 VINOCOPIA INC 0305208-IN 05/26/2022 20220617 127.50 VINOCOPIA INC 0305162-IN 05/26/2022 20220617 561.25 VINOCOPIA INC 0305163-IN 05/26/2022 20220617 169.00 VINOCOPIA INC 0305164-IN 05/26/2022 20220617 510.25 VINOCOPIA INC 0305177-IN 05/26/2022 20220617 226.50 VINOCOPIA INC 0305178-IN 05/26/2022 20220617 127.50 CHECK 473136 TOTAL: 1,835.25 473137 06/17/2022 PRTD 120627 VISTAR 64524464 05/20/2022 20220617 674.31 CHECK 473137 TOTAL: 674.31 473138 06/17/2022 PRTD 102886 WAGNERS GREENHOUSES INC 50264 05/17/2022 20220617 152.94 WAGNERS GREENHOUSES INC 50263 05/18/2022 20220617 3,040.50 WAGNERS GREENHOUSES INC 50402 05/24/2022 20220617 1,077.21 CHECK 473138 TOTAL: 4,270.65 473139 06/17/2022 PRTD 151681 WALKER LAWN CARE INC 8850 05/20/2022 20220617 15,600.00 WALKER LAWN CARE INC 8849 05/20/2022 20220617 6,071.69 WALKER LAWN CARE INC 8839-1 05/11/2022 20220617 19,550.00 CHECK 473139 TOTAL: 41,221.69 473140 06/17/2022 PRTD 135181 WATERFORD OIL CO INC 147182 05/17/2022 20220617 2,350.79 CHECK 473140 TOTAL: 2,350.79 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/16/2022 13:29User: STanGeilProgram ID: apcshdsb Page 31 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET 473141 06/17/2022 PRTD 101033 WINE COMPANY 205078 05/25/2022 20220617 2,088.66 WINE COMPANY 205077 05/25/2022 20220617 1,374.00 WINE COMPANY 205079 05/25/2022 20220617 1,398.00 CHECK 473141 TOTAL: 4,860.66 473142 06/17/2022 PRTD 130471 WINFIELD SOLUTIONS LLC 64765241 11/10/2021 20220617 5,346.77 WINFIELD SOLUTIONS LLC 62765244 11/10/2021 20220617 9,886.28 WINFIELD SOLUTIONS LLC 64765245 11/10/2021 20220617 7,689.33 WINFIELD SOLUTIONS LLC 64765247 11/10/2021 20220617 7,505.20 WINFIELD SOLUTIONS LLC 64765249 11/10/2021 20220617 7,157.14 WINFIELD SOLUTIONS LLC 64772476 11/16/2021 20220617 1,293.32 WINFIELD SOLUTIONS LLC 65045203 05/19/2022 20220617 2,115.66 WINFIELD SOLUTIONS LLC 64765244 11/10/2021 20220617 9,886.28 CHECK 473142 TOTAL: 50,879.98 473143 06/17/2022 PRTD 124503 WINSUPPLY EDEN PRAIRIE MN CO 227756 01 05/20/2022 20220617 88.76 CHECK 473143 TOTAL: 88.76 473144 06/17/2022 PRTD 118395 WITMER PUBLIC SAFETY GROUP INC INV22134 04/14/2022 20220617 187.01 CHECK 473144 TOTAL: 187.01 473145 06/17/2022 PRTD 142162 WOODEN HILL BREWING COMPANY LLC 3443 05/26/2022 20220617 262.80 CHECK 473145 TOTAL: 262.80 473146 06/17/2022 PRTD 160299 WOODEN SHIP BREWING COMPANY 000175 05/19/2022 20220617 90.00 CHECK 473146 TOTAL: 90.00 473147 06/17/2022 PRTD 103410 WW GOETSCH ASSOCIATES INC 108005 05/18/2022 20220617 20,171.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 06/16/2022 13:29User: STanGeilProgram ID: apcshdsb Page 32 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET CHECK 473147 TOTAL: 20,171.00 473148 06/17/2022 PRTD 103266 YORKDALE SHOPPES PARTNERS, LLC JUNE 2022 05/19/2022 20220617 1,092.31 CHECK 473148 TOTAL: 1,092.31 473149 06/17/2022 PRTD 130618 CHANHASSEN AUTO CENTERS LLC 22867 05/17/2022 20220617 2,093.03 CHECK 473149 TOTAL: 2,093.03 473150 06/17/2022 PRTD 160416 ZAGER, ARIANNE 22Juneteenth-Zager 06/15/2022 20220617 1,200.00 CHECK 473150 TOTAL: 1,200.00 473151 06/17/2022 PRTD 101091 ZIEGLER INC SI000175887 05/18/2022 22200021 20220617 37,614.65 CHECK 473151 TOTAL: 37,614.65 NUMBER OF CHECKS 202 *** CASH ACCOUNT TOTAL *** 917,542.28 COUNT AMOUNT TOTAL PRINTED CHECKS 202 917,542.28 *** GRAND TOTAL *** 917,542.28 Date: June 21, 2022 Agenda Item #: VI.C. To:Mayor and City Council Item Type: Report / Recommendation From:Todd Milburn, Chief of Police Item Activity: Subject:Approve Joint Powers Agreement with the Bureau of Criminal Apprehension Human Trafficking Task Force Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Joint Powers Agreement between the Bureau of Criminal Apprehension and the City of Edina. INTRODUCTION: The joint powers agreement allows both agencies to work together to investigate and prosecute human trafficking and sexual exploitation of children. ATTACHMENTS: Description Joint Powers Agreement with BCA Human Trafficking Task Force SWIFT Contract Number: 210903 1 BCA MN HITF Affiliate 12/19 STATE OF MINNESOTA HUMAN TRAFFICKING INVESTIGATORS TASK FORCE JOINT POWERS AGREEMENT This Joint Powers Agreement (“Agreement”) is between the State of Minnesota, acting through its Commissioner of Public Safety on behalf of the Bureau of Criminal Apprehension (“BCA”), and the City of Edina on behalf of its Police Department, 4801 W 50th St., Edina, MN 55424 (“Governmental Unit”). Recitals Under Minnesota Statutes § 471.59, the BCA and the Governmental Unit are empowered to engage in agreements that are necessary to exercise their powers. The parties wish to work together to investigate and prosecute human trafficking and sexual exploitation of children. The Governmental Unit wants to participate in the Minnesota Human Trafficking Investigators Task Force (“MNHITF”) as an affiliate member. Agreement 1. Term of Agreement 1.1 Effective Date. This Agreement is effective on the date BCA obtains all required signatures pursuant to Minnesota Statutes § 16C.05, subdivision 2. 1.2 Expiration Date. This Agreement expires five (5) years from the Effective Date unless terminated earlier pursuant to clause 12. 2. Purpose The Governmental Unit and BCA enter into this Agreement to make the Governmental Unit part of the Minnesota Human Trafficking Investigators Task Force that will use a three-pronged approach to combat human trafficking and the sexual exploitation of children: prevention, education, and enforcement. The BCA will provide a Senior Special Agent who will serve as the Commander of the task force. 3. Standards The Governmental Unit will adhere to the MNHITF Standards identified below. 3.1 Investigate human trafficking crimes committed by organized groups or individuals related to child sexual exploitation, sex trafficking with a focus on minors being trafficked, and labor trafficking. 3.2 Investigators will follow appropriate state and/or federal laws in obtaining arrest warrants, search warrants and civil and criminal forfeitures. Investigators will follow proper legal procedures in securing evidence, including electronic devices. 3.3 Investigators will understand and use appropriate legal procedures in the use of informants including documentation of identity, monitoring of activities, and use and recordation of payments. 3.4 Investigators will use, as appropriate, a broad array of investigative technologies and techniques. 3.5 Investigators will interview and prepare reports of victim rescues and be able to direct those victims to appropriate public and private resources to help ensure their safety and integration back into society. 3.6 Affiliate Task Force members must be willing to respond and/or work jointly on human trafficking crimes within their jurisdiction and complete their assigned duties for the duration of SWIFT Contract Number: 210903 2 BCA MN HITF Affiliate 12/19 the term of this Agreement. 3.7 Investigators must be licensed peace officers. 3.8 Affiliate members will investigate cases involving cross-jurisdictional, high impact and/or organized groups involving human trafficking. The assignment may require investigators to travel to neighboring jurisdictions as investigations expand or as assigned by the task force commander. 3.9 Affiliate members will be asked to participate in pro-active operations deterring sexual exploitation of children and rescuing victims of human trafficking primarily focused on minors with the goal of identifying their traffickers. 3.10 Affiliate Task Force members will prepare an operational briefing sheet for each active operation, to be approved by the task force commander. 3.11 Affiliate Task Force members will prepare investigative reports to be submitted to the task force commander. Affiliate members must submit statistics to the task force commander on a quarterly basis. 3.12 Affiliate members are assigned to their home agencies and may request assistance and resources on a case-by-case basis as approved by the task force commander. 3.13 Affiliate Task Force members will utilize the MNHITF deconfliction system to share and receive information to promote deconfliction with other agencies. 4. Responsibilities of the Governmental Unit and the BCA 4.1 The Governmental Unit will: 4.1.1 Conduct investigations in accordance with provisions of the MNHITF Standards, identified in clause 3 above, and conclude such investigations in a timely manner. 4.1.2 Maintain accurate records of prevention, education, and enforcement activities, to be collected and forwarded quarterly to the BCA for statistical reporting purposes. 4.1.3 Assign, on a part-time basis, one or more employees of the Governmental Unit as members to the MNHITF. All employees of the Governmental Unit assigned as members, and while performing MNHITF assignments, shall continue to be employed and directly supervised by the same Governmental Unit currently employing that member. All services, duties, acts or omissions performed by the MNHITF member will be within the course and duty of the member’s employment and therefore covered by the Workers Compensation and other compensation programs of the Governmental Unit including fringe benefits. 4.1.4 Make a reasonable good faith attempt to be represented at all scheduled MNHITF meetings in order to share information and resources among the MNHITF members. 4.1.5 Participate fully in any audits required by the Minnesota Human Trafficking Task Force. 4.1.6 Maintain an electronic deconfliction system for use by MNHITF Affiliate members. 4.2 The BCA will: 4.2.1 Provide a Senior Special Agent who will serve as the Commander of the Task Force. 4.2.2 Review and approve or decline reimbursement requests under clause 5.1 within three (3) business days of the reimbursement request. 4.3 Nothing in this Agreement shall otherwise limit the jurisdiction, powers, and responsibilities normally possessed by a member as an employee of the Governmental Unit. 5. Payment 5.1 Governmental Unit must first submit a written request for funds and receive written pre-approval for the funds from BCA. 5.2 Governmental Unit must supply original receipts to be reimbursed on pre-approved requests. Approved reimbursement will be paid directly by the BCA to the Governmental Unit within thirty (30) calendar days of the invoice date with payment made to the Governmental Unit Authorized Representative’s address listed below. SWIFT Contract Number: 210903 3 BCA MN HITF Affiliate 12/19 6. Authorized Representatives The BCA’s Authorized Representative is the following person or his successor: Name: Scott Mueller, Deputy Superintendent Address: Department of Public Safety; Bureau of Criminal Apprehension 1430 Maryland Avenue East Saint Paul, MN 55106 Telephone: 651.793.7000 E-mail Address: scott.d.mueller@state.mn.us The Governmental Unit’s Authorized Representative is the person below or his successor: Name: Todd Milburn, Chief Address: Edina Police Department 4801 W 50th Street Edina, MN 55424 Telephone: 952-826-0487 E-mail Address: TMilburn@edinamn.gov If the Governmental Unit’s Authorized Representative changes at any time during this Agreement, the Governmental Unit must immediately notify the BCA in writing/email. 7. Assignment, Amendments, Waiver, and Agreement Complete 7.1 Assignment. The Governmental Unit may neither assign nor transfer any rights or obligations under this Agreement. 7.2 Amendments. Any amendment to this Agreement must be in writing and will not be effective until it has been executed and approved by the same parties who executed and approved the original Agreement, or their successors in office. 7.3 Waiver. If the BCA fails to enforce any provision of this Agreement, that failure does not waive the provision or its right to enforce it. 7.4 Agreement Complete. This Agreement contains all negotiations and agreements between the BCA and the Governmental Unit. No other understanding regarding this Agreement, whether written or oral, may be used to bind either party. 8. Liability The BCA and the Governmental Unit agree each party will be responsible for its own acts and the results thereof to the extent authorized by law and shall not be responsible for the acts of any others and the results thereof. The BCA’s liability shall be governed by provisions of the Minnesota Tort Claims Act, Minnesota Statutes § 3.736, and other applicable law. The Governmental Unit’s liability shall be governed by provisions of the Municipal Tort Claims Act, Minnesota Statutes §§ 466.01- 466.15, and other applicable law. 9. Audits Under Minnesota Statutes § 16C.05, subdivision 5, the Governmental Unit’s books, records, documents, and accounting procedures and practices relevant to this Agreement are subject to examination by the BCA and/or the State Auditor and/or Legislative Auditor, as appropriate, for a minimum of six (6) years from the end of this Agreement. 10. Government Data Practices The Governmental Unit and the BCA must comply with the Minnesota Government Data Practices Act, Minnesota Statutes Chapter 13, and other applicable law, as it applies to all data provided by the BCA under this Agreement and as it applies to all data created, collected, received, stored, used, maintained, or disseminated by the Governmental Unit under this Agreement. The civil remedies of Minnesota Statutes § 13.08 apply to the release of the data referred to in this clause by either the Governmental Unit or the BCA. If the Governmental Unit receives a request to release the data referred to in this Clause, the Governmental Unit must immediately notify the State. The State will give the Governmental Unit instructions concerning the release of the data to the requesting party before the data is released. SWIFT Contract Number: 210903 4 BCA MN HITF Affiliate 12/19 11. Venue The venue for all legal proceedings out of this Agreement, or its breach, must be in the appropriate state or federal court with competent jurisdiction in Ramsey County, Minnesota. 12. Expiration and Termination 12.1 Either party may terminate this Agreement at any time, with or without cause, upon 30 days written notice to the other party. To the extent funds are available, the Governmental Unit shall receive reimbursement in accordance with the terms of this Agreement through the date of termination. 12.2 Upon expiration or earlier termination of this Agreement, the Governmental Unit shall provide the MNHITF Commander all investigative equipment that was acquired under this Agreement. 13. Continuing Obligations The following clauses survive the expiration or cancellation of this Agreement: 8, Liability; 9, Audits; 10, Government Data Practices; and 11, Venue. The parties indicate their agreement and authority to execute this Agreement by signing below. 1. STATE ENCUMBRANCE VERIFICATION 3. DEPARTMENT OF PUBLIC SAFETY; Individual certifies that funds have been encumbered as BUREAU OF CRIMINAL APPREHENSION required by Minnesota Statutes §§ 16A.15 and 16C.05. Signed: ________________________________________ By: ______________________________________________ (with delegated authority) Date: __________________________________________ Title: _____________________________________________ SWIFT PO Number: _3-79245______________________ Date: _____________________________________________ 2. GOVERNMENTAL UNIT 4. COMMISSIONER OF ADMINISTRATION Governmental Unit certifies that the appropriate person(s) As delegated to the Office of State Procurement has(have) executed this Agreement on behalf of the Governmental Unit and its jurisdictional government entity as required by applicable articles, laws, by-laws, resolutions or ordinances. By: ________________________________________________ By: ________________________________________________ Title: _______________________________________________ Date: ______________________________________________ Date: _______________________________________________ By: _________________________________________________ Title: ________________________________________________ Date: _______________________________________________ By: _________________________________________________ Title: ________________________________________________ Date: _______________________________________________ Date: June 21, 2022 Agenda Item #: VI.D. To:Mayor and City Council Item Type: Request For Purchase From:Pete Knaeble, MN Task Force Administrator Item Activity: Subject:Request for Purchase: MN Task Force 1 Training Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Request for Purchase MN Task Force 1 Training for $27,905 with SPEC Rescue International and Texas A&M Engineering Extension Service. INTRODUCTION: Minnesota Task Force 1 (MN-TF1) is the Urban Search and Rescue Team for the State of Minnesota. As the Task Force Administrator in the Edina Fire Department, the City of Edina is the fiscal agent for the Task Force. All expenses paid by the City of Edina on behalf of MN-TF1 are reimbursed from the State of Minnesota. The Technical Search Specialist training is offered every four years and is a required training for MN-TF1 Search Specialist. MN-T F1 is adding 18 people to this specialty in 2022. We are contracting with Spec Rescue International to provide FEMA instructors for this extremely unique discipline. Spec Rescue International in conjunction with Texas A&M Extension are the sole providers that can meet our needs. ATTACHMENTS: Description Request for Purchase: MN Task Force 1 Training Request for Purchase Requisition Number 1 CITY OF EDINA 4801 W 50th St., Edina, MN 55424 www.EdinaMN.gov | 952-927-8861 12200152 Department:Fire Buyer:Pete Knaeble Date: 06/15/2022 Requisition Description:Technical Search Specialist Training Vendor:SPEC RESCUE INTERNATIONAL INC Cost:$27,905.00 REPLACEMENT or NEW:- PURCHASE SOURCE:SERVIC K - SERVICE CONTRACT DESCRIPTION:Technical Search Specialist course for 18 students. MNTF1 Training BUDGET IMPACT: There will be no impact to city budget, entire cost will be reimbursed Environmental Impact - item specific: 2 COMMUNITY IMPACT:Advanced training for community fire personnel ENVIRONMENTAL IMPACT:None Vehicle - Make/Model/Year requested vehicle: Vehicle - Make/Model/Year current vehicle (if replacement): Vehicle - Does purchase meet Green Fleet Recommendations? - Vehicle - If does not meet Green Fleet Recommendations, justification: - MPG: Carbon Emissions: Date: June 21, 2022 Agenda Item #: VI.E. To:Mayor and City Council Item Type: Request For Purchase From:Ryan Browning, I.T. Director Item Activity: Subject:Request for Purchase: Microsoft Enterprise License Agreement Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Request for Purchase for three year Microsoft Enterprise License Agreement from LOGIS / Insight for $154,614.25 annually. INTRODUCTION: This is a request for purchase of a three-year Enterprise Agreement with Microsoft. The agreement covers all of the Microsoft software licenses in use at the City. This expense will recur in 2023 and 2024, will be paid for out of the General Fund and is within budget. Staff recommends the City proceed with this agreement. ATTACHMENTS: Description Request for Purchase: Microsoft Enterprise Agreement Request for Purchase Requisition Number 1 CITY OF EDINA 4801 W 50th St., Edina, MN 55424 www.EdinaMN.gov | 952-927-8861 12200148 Department: Information Technology Buyer: Ryan Browning, I.T. Director Date: 06/21/2022 Requisition Description: Microsoft Enterprise Agreement Vendor: LOGIS (Insight) Cost: $154,614.25 per year (3 Year Total - $463,842.75) REPLACEMENT or NEW: REPLACEMENT PURCHASE SOURCE: (COOP) National Contract DESCRIPTION: This is a request for purchase of a three-year Enterprise Agreement with Microsoft. The agreement covers all of the Microsoft software licenses in use at the City. This contract allows the City the ability to upgrade server software and Office Suite software for the City’s users for the life of our three-year agreement. The City benefits by achieving standardization, software upgrades for the life of the contract, priority Microsoft support and city-wide system compatibility. BUDGET IMPACT: This expense will recur in 2023 and 2024, will be paid for out of the General Fund and is within budget. Staff recommends the City proceed with this agreement. 2 COMMUNITY IMPACT: This contract allows the City the ability to upgrade MS Server software and MS Office Suite software for the City’s users for the life of our three-year contract. The City benefits by achieving standardization, software upgrades for the life of the contract, priority Microsoft support and city-wide system compatibility. ENVIRONMENTAL IMPACT: This purchase should have minimal environmental impact. Date: June 21, 2022 Agenda Item #: VI.F. To:Mayor and City Council Item Type: Request For Purchase From:Kersten McManamon, Marketing Analyst Item Activity: Subject:Request for Purchase: Braemar Golf Course 2022 Digital Advertising Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Request for Purchase for Braemar Golf Course digital advertising with Star Tribune for $32,000. INTRODUCTION: This is a service contract with Star Tribune to provide advertising services for marketing. The contract is within budget allocations for 2022 and is funded through the Braemar Golf Course budget. ATTACHMENTS: Description Request for Purchase: Braemar Golf Course 2022 Digital Advertising Braemar Golf Course 2022 Digital Advertising Agreement Request for Purchase Requisition Number 1 CITY OF EDINA 4801 W 50th St., Edina, MN 55424 www.EdinaMN.gov | 952-927-8861 12200150 Department:Parks & Recreation Buyer:Kersten McManamon Date: 06/14/2022 Requisition Description:Digital Advertising for Braemar Golf Course 2022 Vendor:STAR TRIBUNE MEDIA INTERMEDIATE HOLDINGS CO II Cost:$32,000.00 REPLACEMENT or NEW:NEW - NEW PURCHASE SOURCE:SERVIC K - SERVICE CONTRACT DESCRIPTION:Digital advertising for 2022 BUDGET IMPACT: Within allocated budget for 2022 Environmental Impact - item specific: 2 COMMUNITY IMPACT:No impact to residents ENVIRONMENTAL IMPACT:N/A Vehicle - Make/Model/Year requested vehicle: Vehicle - Make/Model/Year current vehicle (if replacement): Vehicle - Does purchase meet Green Fleet Recommendations? - Vehicle - If does not meet Green Fleet Recommendations, justification: - MPG: Carbon Emissions: Product Timing Targeting Impressions Value Investment Advantage Email 2 –golf course 2 –golf dome 1 –corporate event/meeting/tbd Golf Enthusiasts 15 mile radius 250,000 users (50,000/send) $16,032 total ($3,200/send) $10,000 total ($2,000/send) Social Media May -January Golf Enthusiasts 15 mile radius Tbd $12,000 total $8,000 total Geofencing May -January Golf stores, golf courses 1,750,000 impressions $21,000 $14,000 total StarTribune.com May -January Golf Enthusiasts 15 mile radius 750,000 impressions $9,000 $0 TOTAL $58,032 $32,000 Braemar Golf Course 2022 Recommendation Star Tribune Representative:_________________________________________ Date:_________ CityManager:_____________________________________________________ Date:_________ By signing below, Advertiser authorizes Star Tribune to run the ads as listed. Advertiser agrees to pay the amount listed in accordance with the credit terms of Star Tribune. Advertising campaigns are non-cancelable within 90 days of the start date. If the Advertiser cancels after 90 days, any added value used will be billed at a $10 CPM. Date: June 21, 2022 Agenda Item #: VI.G. To:Mayor and City Council Item Type: Report / Recommendation From:Cary Teague, Community Development Director Item Activity: Subject:Resolution No. 2022-53 and Ordinance No. 2021-13: Final Site Plan Approval & Site Improvement Plan Agreement for 7001 and 7025 France Avenue Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Adopt Resolution No. 2022-53 and grant second reading for Ordinance No. 2021-13, approving Final Site Plan and Ordinance Amendment revising PUD-20. INTRODUCTION: Orion Investments and Mortenson Development are proposing to redevelop the property at the corner of 70th and France Avenue. An Overall Development Plan and Ordinance Amendment establishing the PUD-20 District was approved by the City Council on June 15, 2021. Overall Development Plan and First Reading of an Ordinance Amendment to P UD-20 District was approved by the City Council on November 16, 2021. The proposal is for a revision to the approved plans to tear down the existing 66,200 square foot office and bank, and build the following: 1. A one-story, 24-foot tall 6,500 square foot US Bank with drive-through (Phase 1-no changes proposed to the bank); 2. A 24-Story, 270-foot tall 267-unit apartment with 1,500 square foot of retail; 3. A 7-story, 105-foot tall, 242,000 square foot office/retail building; and 4. An 8 level, freestanding 538-stall parking ramp with a 1,300 square foot bike facility. To accommodate the request, the following is required: 1. Second Reading of a Zoning Ordinance Amendment to revise the P UD-20 Zoning District; and 2. Final Site Plan Approval for Lots 1-3, Block 1, AMN Addition. The City Attorney has drafted the Site Improvement P lan Agreements, and the applicants are agreeable to the conditions. ATTACHMENTS: Description Resolution No. 2022-53 Ordinance No. 2021-13 Applicant Narrative Applicant Sustainability Memo Approved Preliminary Plans Final Plans Residential Tower (Site A) 1 of 2 Final Plans Residential Tower (Site A) 2 of 2 Final Plans Office Mixed Use (Site B) Final Plans Parking Facility (Site C) SIPA - Site A SIPA - Site B SIPA - Site C RESOLUTION NO. 2022-53 APPROVING FINAL SITE PLAN AND SITE IMPROVEMENT PLAN AGREEMENT FOR LOTS 1-3, AMN ADDITION AND SECOND READING OF ORDINANCE NO. 2021-13 BE IT RESOLVED by the City Council of the City of Edina, Minnesota, as follows: Section 1. BACKGROUND. 1.01 Orion Investments and Mortenson Development are proposing to redevelop the property at the corner of 70th and France Avenue (7001 and 7025 France Avenue). The property is legally described as follows: Lots 1-3, Block 1, AMN Addition, Hennepin County, Minn. 1.02 An Overall Development Plan and Ordinance Amendment establishing the PUD-20 District was approved by the City Council on June 15, 2021. 1.03 Overall Development Plan and First Reading of an Ordinance Amendment to PUD-20 District was approved by the City Council on November 16, 2021. 1.04 The proposal is for a revision to the approved plans to tear down the existing 66,200 square foot office and bank, and build the following: A one-story, 24-foot tall 6,500 s.f. US Bank with drive-through (Phase 1-no changes proposed to the bank); A 24-Story, 270-foot tall 267-unit apartment with 1,500 s.f. of retail; A 7-story, 105-foot tall, 242,000 s.f. office/retail building; and An 8 level, freestanding 538-stall parking ramp with a 1,300 s.f bike facility. 1.05 To accommodate the request, the following is requested: Second Reading of a Zoning Ordinance Amendment to revise the PUD-20 Zoning District; and Final Site Plan Approval for Lots 1-3, Block 1, AMN Addition. 1.06 Mortenson/Orion development team completed an Edina Sustainable Design Memo dated October 5, 2021, and established a commitment to meet the City of Edina’s newly adopted Sustainable Buildings Policy at the City Council meeting, dated November 16, 2021, ahead of the Policy’s effective date of April 1, 2022. RESOLUTION NO. 2022-53 Page 2 Section 2. FINDINGS 2.01 Approval is based on the following findings: 1. The proposed land uses, and density are consistent with the Comprehensive Plan. 2. The proposal still meets the City’s criteria for PUD zoning. The PUD zoning would: a. Promote a more creative and efficient approach to land use within the City, while at the same time protecting and promoting the health, safety, comfort, aesthetics, economic viability, and general welfare of the City. c. Provide for variations to the strict application of the land use regulations in order to improve site design and operation, while at the same time incorporate design elements that exceed the City's standards to offset the effect of any variations. Desired design elements may include: sustainable design, greater utilization of new technologies in building design, special construction materials, landscaping, lighting, stormwater management, pedestrian oriented design, and podium height at a street or transition to residential neighborhoods, parks or other sensitive uses. d. Project is of high quality of design and design compatible with surrounding land uses, including both existing and planned. e. Maintains the efficiency of public streets and utilities. f. Provides a mixture of land uses within the development. g. Project would meet the City’s affordable housing policy. 3. The PUD would ensure that the development proposed would be the only building that would be allowed on the site unless an amendment to the PUD is approved by City Council. 4. The pedestrian experience along Ewing would be improved compared to the approved plan with the elimination of the parking garage entrances on both sides of the street. There would be no car/pedestrian conflict along these sidewalks. 5. Addresses the Greater Southdale Area Design Experience Guidelines. The following principles are included: The division of the property into smaller blocks and the provision of pedestrian and vehicle access and connections through the site to adjacent properties to the east and south. Close conformity to the street typologies. No visible surface parking stalls from 70th or France Avenue. The provision of public space that makes up 26% of the site. This includes 1.2 acres consisting of the internal sidewalks and drive aisles, a 7,500 square foot public/park space east of the retail/office site. 6. The proposed project would meet the following goals and policies of the Comprehensive Plan: RESOLUTION NO. 2022-53 Page 3 a. A Pedestrian-Friendly Environment. Improving the auto-oriented design pattern present in much of the city will call for guidelines that change the relationship between parking, pedestrian movement and building placement. i. Provide visual screening and privacy to buffer cars from people, provide visual relief and allow stormwater infiltration in parking lots. ii. Evaluate current parking standards in order to encourage shared parking and minimize the visual impact of surface parking. iii. Landscaping is essential to screen parking areas, buffer adjacent residential uses and create a pedestrian-friendly environment along streets. iv. Encourage the development of parking lots or structures so they can be shared by more than one building on the site or by buildings on neighboring sites, and which can transition over time to other uses if parking needs change. b. Encourage successful mixed-use development. c. Ensure that public realm design respects community character, supports of commercial and mixed-use development, promotes community identity, and creates high quality experiences for pedestrians, cyclists, transit users, and motorists. 7. The existing roadways and parking would support the project. Wenck Consulting conducted a traffic and parking impact study and concluded that the proposed development could be supported by the existing roads and proposed parking. The project would generate 40% fewer daily trips, therefore would have less impact on traffic operation than originally anticipated in the 2020 traffic study done by Spack Consulting. 8. The proposed uses would be an upgrade to development on the site. Section 3. APPROVAL NOW THEREFORE, it is hereby resolved by the City Council of the City of Edina, approves Final Site and Site Improvement Plan Agreements for Lots 1-3 and Second Reading of Ordinance 2021-13 revising PUD-20. Approval is subject to the following conditions: 1. Buildings must be consistent with the Final Development Plans included in the City Council packet on June 21, 2022. 2. All buildings must comply with City Code Section 36-618 (11) regarding building materials and transparency. 3. The Final Landscape Plan must meet all minimum landscaping requirements per Chapter 36 of the Zoning Ordinance. A performance bond, letter-of-credit, or cash deposit must be submitted for one and one-half times the cost amount for completing the required landscaping, screening, or erosion control measures at the time of any building permit. 4. Provision of code compliant bike racks for each use near the building entrances. RESOLUTION NO. 2022-53 Page 4 5. The Final Lighting Plan must meet all minimum requirements per Section 36-1260 of the City Code. 6. Roof-top mechanical equipment shall be screened per Section 36-1459 of the City Code. 7. Submit a copy of the Nine Mile Creek Watershed District permit. The City may require revisions to the approved plans to meet the district’s requirements. 8. County approval, if necessary, on access to France Avenue. 9. Prior to issuance of a building permit for Site A, the applicant/developer must pay the buy- in amount for affordable housing of $3,375,000.00 million dollars for the City of Edina to provide affordable housing elsewhere in the City. 10. Compliance with the conditions outlined in the director of engineering’s memo dated October 7, 2021. 11. Compliance with the Spack Consulting Traffic & Parking Study recommendations and the updated Wenck Associates Traffic and Parking Study. 12. Dedication of public access easements of the east-west and north-south sidewalks and drive-aisles through the site and sidewalks around the perimeter of the site including an easement over the future extension of the north-south internal street and sidewalk on the Bank site. 15. Provision of green roofs as shown on the building renderings. Provision of Solar Panels on the parking garage. 16. Compliance with the conditions outlined in the fire marshal and building official’s memo dated October 7, 2021. 17. Submittal of a construction management plan subject to review and approval of city staff prior to issuance of a building permit. The plan must demonstrate minimal impact to pedestrian and vehicle movement. 18. Hours of construction must be consistent with City Code. 19. Park dedication shall be paid at the time of approval of a building permit for the residential uses. Dedication shall be $5,000 per unit. The value of the 7,500 square foot park/public space shall be considered for a reduction in the total amount. 20. The property owner shall be responsible for the maintenance of internal sidewalks and drive aisles. The City would snow plow a 5-foot path of the sidewalk on 70th and France. The property owners would be responsible for the remaining areas. 21. Public Art valued at a minimum of $300,000 total, with $240,000 on Site B and $60,000 on Site A. RESOLUTION NO. 2022-53 Page 5 22. The proposed project shall meet the requirements of the Sustainable Buildings Policy. Specifically: a. Site-wide: i. At least ½ acre of green roofs across Sites A and B. b. Site A: i. Sustainable Rating System – Achieve LEED v4 BD+C Certification from US Green Building Council. ii. GHG Prediction Overlay - Track operational carbon through the Energy Design Assistance energy model, track embodied carbon using Tally, and track construction carbon through Contractor’s Commitment and Green Badger Jobsite Sustainability. iii. EV Charger Overlay – Comply as written in Policy. iv. SB2030 Overlay – Meet the Energy Use Intensity target of 60 kBtu/sf per year, including a 60% HVAC EUI reduction from the SB2030 baseline model. v. Bird Safe Glazing Overlay – Not compliant. c. Site B: i. Sustainable Rating System – • Require tenant to achieve Energy Star certification and recommend tenants achieve LEED Commercial Interiors (CI) • Seek LEED points related to EA - 2 Optimizing Performance; Change HVAC system to achieve greater than 40% EUI improvement over SB2030 baseline ii. GHG Prediction Overlay – Track operational carbon through the Energy Design Assistance energy model, track embodied carbon using Tally, and track construction carbon through Contractor’s Commitment and Green Badger Jobsite Sustainability. iii. EV Charger Overlay - Comply as written in Policy. iv. SB2030 Overlay – Achieve Design to Earn Energy Star Certification and meet the Energy Use Intensity target of 65 kBtu/sf per year, including a 40% HVAC EUI reduction from the SB2030 baseline model. v. Bird Safe Glazing Overlay – Not compliant. d. Site C: i. Sustainable Rating System – Achieve Parksmart credits for Design/Construction from Green Buildings Certifications, Inc. Require that operator achieve full Parksmart Bronze Certification. ii. GHG Prediction Overlay – Track operational carbon through the Energy Design Assistance energy model, track embodied carbon using Tally, and track construction carbon through Contractor’s Commitment and Green Badger Jobsite Sustainability. iii. EV Charger Overlay - Comply as written in Policy. iv. SB3020 Overlay – Comply as written in Policy. v. Bird Safe Glazing Overlay – Not Applicable. vi. Install 370W solar panels producing 39.96kW-DC with future expandability on Site C. RESOLUTION NO. 2022-53 Page 6 23. Site A Public Parking. At least 3 pedestrian exits shall be provided from the Level 1 public parking on Site A. These exits shall be designed to be exclusively for pedestrians without overlapping with vehicle exits. The pedestrian exits shall be provided on both the east and the west faces of the building. 24. Future Extension of Drew Avenue. The elevation at the southeastern corner of the property (Site C) including Drew Avenue (south of 71st) and the entrances/exits to the Site C parking structure shall match the adjacent grades to the greatest extent practical, subject to the approval of the City Engineer at the time of building permit. Adopted by the City Council of the City of Edina, Minnesota, on June 21, 2022. ATTEST: Sharon Allison, City Clerk James B. Hovland, Mayor STATE OF MINNESOTA ) COUNTY OF HENNEPIN )SS CITY OF EDINA ) CERTIFICATE OF CITY CLERK I, the undersigned duly appointed and acting City Clerk for the City of Edina do hereby certify that the attached and foregoing Resolution was duly adopted by the Edina City Council at its Regular Meeting of June 21, 2022, and as recorded in the Minutes of said Regular Meeting. WITNESS my hand and seal of said City this ____ day of __________________, 2022. _________________________________ Sharon Allison, City Clerk Existing text – XXXX Stricken text – XXXX Added text – XXXX ORDINANCE NO. 2021-13 AN ORDINANCE AMENDING THE ZONING ORDINANCE TO AMEND THE PUD-20, PLANNED UNIT DEVELOPMENT-20, AT 7001 AND 7025 FRANCE AVENUE The City Of Edina Ordains: Section 1. Chapter 36, Article VIII, Division 4 is hereby amended to add the following: Sec. 36-504 Planned Unit Development District-20 (PUD-20) – 70th and France (a) Legal description: Lot 1, Block 1, except that part thereof which lies Northwesterly of a line drawn from a point on the North line of Section 32, Township 28, Range 24 distant 110 feet Easterly of the Northwest corner of said section to a point on the West line thereof distant 110 feet Southerly of said Northwest corner; Lot 2, Block 1, except the Eastly 70 feet thereof; Yorktown, Hennepin County, Minnesota. (Torrens Property: Certificate of Title No. 1077413) (b) Approved Plans. Incorporated herein by reference are the re-development plans, including the master development plan for the site received by the City on January 25 and June 4, 2021 May 13, 2022 except as amended by City Council Resolution No. 2021-21 2022-53 on file in the Office of the Planning Department. (c) Principal Uses: All uses allowed in the PCD-3 Zoning District All uses allowed in the PCD-3 Zoning District Multifamily Residential Office (d) Accessory Uses: All accessory uses allowed in the PCD-3 Zoning District. All accessory uses allowed in the PCD-3 Zoning District (e) Conditional Uses: All conditional uses allowed in the PCD-3 Zoning District. All conditional uses allowed in the PCD-3 Zoning District Existing text – XXXX Stricken text – XXXX Added text – XXXX 2 (f) Development Standards. In addition to the development standards per the PCD- 3 Zoning District, the following shall apply: Building Setbacks Front – France Avenue Front – 70th Street Side – East Side – South 50 feet – Lot 1 (measured to the curb) 40 feet – Lot 4* (see (i) below) 18-28 feet 35 feet 10 feet Building Height 1, 9, 10 , 7, 8 & 24 stories Density 67 units per acre Floor Area Ratio (FAR) 2.1% Parking 1,170 1,112 spaces total (23 for the bank) (g) Signs shall be regulated per the POD-2 Zoning District for the office uses and PCD-3 for retail uses, and PRD, for the residential uses. In addition, the wall signs shown on the final development plans for the building on Lot 1 shall be allowed. (h) The residential housing on the site shall comply with the City’s current Multi- Family Affordable Housing Policy. (i) Any future construction on Lot 4, after the construction of US Bank with a 40- foot setback to France Avenue, must comply with the 50-foot setback requirement from France Avenue. Section 3. This ordinance is effective immediately upon its passage. First Reading: November 16, 2021 Second Reading: Published: Existing text – XXXX Stricken text – XXXX Added text – XXXX 3 ATTEST: ______________________________ _____________________________ Sharon Allison, City Clerk James B. Hovland, Mayor Please publish in the Edina Sun Current on: Send two affidavits of publication. Bill to Edina City Clerk CERTIFICATE OF CITY CLERK I, the undersigned duly appointed and acting City Clerk for the City of Edina do hereby certify that the attached and foregoing Ordinance was duly adopted by the Edina City Council at its Regular Meeting of June 21, 2022, and as recorded in the Minutes of said Regular Meeting. WITNESS my hand and seal of said City this ______ day of ____________, 2022. ________________________________ City Clerk May 25, 2022 City of Edina Staff RE: 7001 France Office Mixed Use & 70th & France Residential The following memo is in response to the review feedback received following the submittal of Site Plan Review documents on May 13, 2022. Responses shown below in blue. Neither the Site A or Site B plans (Sheet L1.0 and L1.1) shows public art on 70th Street. You had previously committed to providing at least one piece of public art along 70th Street. Revise to include at least one piece of public art as previously agreed to. You can choose whether this is located on Site A or Site B. Locations of the Public Art were shown but not labeled on the site plans. There are 5 locations, four (4) at Site B and one (1) at Site A. They are now labeled on the Landscape Plans, sheet L1.0. Floor plan for Level P0.5 is missing from the Site A package. Now include in the set, sheet A1.5. As part of the “public” use of the parking garage and TIF pledge, I discussed with the developers and architects that a higher quality of design and detail would be required. They seem to have ignored that requirement of the TIF deal. The design has remained consistent with the approved PUD drawings from November 2021. The parking garage was designed to a very high standard in 2021 and remains at that high standard. There are no changes to the parking garage design. If the City would like to add design elements, those additions will require additional City assistance. Site B – Office Building Sheet T1 - Confirm the total gross square footage of the office building (226,107 SF??) as well as the anticipated net leasable square footage of the office and retail portions. The November 2021 PUD approval allows for 289,000 sf, including underground parking. Deducting approx. 53,000 sf of underground parking, our SF listed should not exceed 236,000 sf, which aligns with the square footage used within the TIF redevelopment agreement for the increment calculations. This 236,000 sf should also be called out within the SIPA. Sheet T1 - Confirm that the on-site parking count (Site A commercial, Site B and Site C) is adequate for the final anticipated occupancy. Confirmed, we believe that the on-site parking across the entire project is adequate with the anticipated uses and occupancies, including retail (40,000 sf +/-), restaurant (10,000 sf +/-) and office (200,000 sf +/-) uses. We should use approximately where appropriate, as during construction we may add/subtract a miniscule number of stalls to accommodate unforeseen changes and infrastructure. 5/25/22 | 7001 & 70th & France 2 of 4 Sheets A12 and A13 - The upper level floorplates (4-7) appear to extend over the public sidewalk and will create falling ice hazards in the winter. Provide detail about how this hazard will be avoided or modify the design to avoid this pedestrian hazard. The upper-level floor plates do not extend over the sidewalk area. They are with and above the footprint of level 1 of the building. We do not anticipate any falling ice hazards with this overhang between floor lines 4 and 2. Sheets L1.0, L1.1, A1 and A13 show conflicting details for the tree and landscaping along France Avenue and 70th Street facades. Full size trees are required to be planted along these areas. Full size trees as originally outlined and proposed are now shown on the Landscape series sheets. These trees exceed the minimum requirements. Sheet T1 and A1 - Confirm the portion of street level retail space that is likely to be used for restaurant or similar purposes that drive a higher parking demand. The restaurant and retail are permitted uses and they are the uses that are being proposed. As detailed in the Spack and Wenck traffic/parking studies, the parking provided accommodates these uses. Sheet A1 – Confirm that future commercial tenants on Level 1 shall be required to abide by requirements for transparent windows and doors on the France Ave and 70th Street facades. The glazing on these public streets is prohibited from being opaque. This team understands the glazing intent and requirements, however, there may be areas within the glazing that are covered in-order to service the retail business operations. We cannot anticipate the final retail interior design. Note: this glazing requirement is in direct conflict with the Edina Green Building Policy. Sheet A2 - Confirm whether the Level 2 roof deck on the NE corner is anticipated to be used by all building occupants or only the tenants on Level 2. Only the tenants. Level 2 is a private roof deck. Sheet A4 – the seventh floor plan has grown significantly in size The level 7 square footage has grown but that overall square footage is within the PUD. See response above regarding overall square footage. This change is needed to drive revenue to make the project financially feasible. Site C Parking Structure (responses by Clow Berg) Sheet A100 – Clarify how the offset vehicle entrance & exit is compatible with the up/down lanes of the speed ramp. This arrangement appears to create direct conflict points for fender benders as incoming vehicles enter directly into the exit path of vehicles leaving Level 1 public parking stalls. This conflict point should be eliminated. See revised sheet A100 for modified interior vehicular circulation. Sheets A100 to A103 – the interior wall of the SE exit stair appears to be opaque. A portion of this wall or the door should be transparent to provide direct line of sight for public safety inside the stairway. The doors into the SE exit stair have side-lites with glass for visibility and safety / security. 5/25/22 | 7001 & 70th & France 3 of 4 Sheets A102 and A103 – Revise drawings to illustrate how snow will be removed from the upper levels of the Parking Structure. Piling snow on top of parking spaces would violate the public easement on the garage. Blocking the entrance or internal streets during snow removal operations is highly disruptive and should be avoided. Snow removal methods will be determined when the project is completed. Similar to other public ramps, snow may need to be temporarily piled on the roof. Alternatively, depending on loads/capacity, the snow may need to be dumped off the east side, loaded, and hauled off site. To be determined as operations/loads/weather dictates. Sheet A301 (multiple comments) – Provide more information and consider changes to the solar array on the south face of the parking structure. The array seems undersized based on the overall size of the south-facing wall. Can it be larger? The array seems highly inefficient when located on the lower portions of the wall. It seems like this location will be easily blocked and shaded by future construction on the adjacent parcel. Suggest that a larger array be installed and be located at the upper portions of the wall to maximize energy generation. See sustainable note submitted with the package. The $300,000 solar array is designed to be expandable in the future, using the same bolt/grid pattern as the exterior design, making expansion easy and cost efficient. Expansion of the solar array would require additional City participation. The SE exit stair has minimal glass from the exterior and creates a location that is potentially unsafe. Suggest that additional glass be provided in the exterior portion of the SE stair enclosure. As mentioned before, the garage is unchanged. Additional design features add more cost which will require additional financial analysis/potential TIF contributions. That said, daylighting is a component of passive safety / security. While the glass band is narrow, it will let in enough daylight and visibility to provide an increased level of safety over a stair with no daylight. The Cable rail #11 shown as the exterior finish on the east face (adjacent to the main entrance/exit) is unacceptable. Provide a higher quality product in this high visibility location. The design has remained consistent with the previously approved PUD drawings from November 2021. The architectural enclosure of the parking structure is primarily comprised multiple layers of metal elements, which include the cable barriers, galvanized metal frames, and perforated / corrugated aluminum panels, each of which provide various levels of visual screening, daylight control and fall protection. The overall effect of the composition is to catch and filter light in a way that makes the façade dynamic and ever-changing depending on the weather conditions, time of day and point of view. The cables are primarily hidden from view by the other layers of the enclosure, but occasionally are revealed for architectural composition as well as to reduce the overall scale of what would otherwise feel like a very tall and un-interrupted building elevations. The entrance/exit in the east face appears narrow. Is this adequately sized for two-way traffic with the potential for gate access? 10’ wide entry drive lanes in each direction are more than adequate for vehicle passage. Sheets A301 and A302 (multiple comments) – provide a material sample board of the proposed finish materials. Will the perforated metal panels be corrugated or flat? See attached sample board for material / color examples. The Aluminum panels will be perforated and corrugated at three different scales to provide visual variety per pervious comments. 5/25/22 | 7001 & 70th & France 4 of 4 The “wood look screen” is only provided along the north face. Could this look be considered on the portions of the east and west faces along primary vehicle and pedestrian routes? The “wood look screen” is provided on the north and east elevations but was mis-labeled on the east elevation. This has been corrected in the attached drawing revisions. Additional “wood-look screen” has also been added on the west elevation and a portion of the south. Why is no screening provided on the lowest (street) level of the South face? The proposed landscape shrubs are unlikely to cover this portion of the façade. The landscaping provided will provide great screening from the south. Further consider that the existing southern property is very high valued and unlikely to be developed within 5 years, allowing more time for the landscaping to mature. Provide example of the “architectural precast acid-etched” that covers the exit stairways. This does not appear to create adequate design interest. For design consistency, the “architectural precast, acid etched” was changed to “Architectural Stone, Acid Etched” in the re-submitted documents dated 5/17/2022, and is planned to be the same material as proposed on the office building on Block B. See attached sample board for sample of proposed material. Sheet A302 – The open rail and exposed sloped ramp on Level 5E (north façade) and Level 4E (east façade) disrupts the architectural patterns developed over the balance of the façade. Suggest these exposed elements be covered in a similar fashion to the rest of this façade. The design has remained consistent with the previously approved PUD drawings from November 2021 Sheet A302 – additional details are required for the proposed signage area on the concrete panels. Any signage in this location must be used to identify the development and not used for advertising or conveyed for tenant naming use. Agreed. The current suggested name is Edina Commons. Open to further suggestions on naming/branding for the area. Sheet C201 - Provide detail of the east elevation of the parking garage. A retaining wall is shown. Does this elevation change hinder the future continuation of Drew Avenue to the south and/or southeast? At the time of this future street connection regrading on this property as well as other properties to the east and south will be needed to logically achieve the street connection. Sheet A350 – Revise renderings to include the solar panels mounted on the south face. The panels should be mounted at upper elevations where they face the least risk of being shaded by the adjacent property. Agreed, see solar submission in the sustainable addendum. As mentioned, the property to the south is very unlikely to be developed within the next 5 years. Sincerely, Neil Reardon ESG Architecture & Design 6 A written statement describing the intended use of the property and why the City should approve your request. Include a brief description of your company and any similar projects your company has done. Project Summary The 70th and France development is the next step in the evolution of the France corridor as a highly active and engaging retail, residential and commercial environment. The development consists of the following buildings, each submitted for their own site plan review: 70th and France Residential (Site A) 7001 France Office Mixed Use (Site B) 7001 Parking Facility (Site C) US Bank Branch (Site D) previously submitted and approved This project takes advantage of the prominent intersection at 70th and France Avenue to create a strong extension of the existing street front expression of the sites to the north and south. Commercial program is located at ground level at Site A and B to not only bring pedestrian activity to the new urban block grid, but also to connect through the site and to provide for future connections to the block system as other developments are built in the vicinity. Access to the project from the north at 70th is primarily from a new street, Ewing Avenue South, which provides both a pedestrian and vehicular connection to parking entries at other locations and main building entries along Ewing itself. This boulevard will be a highly landscaped, walkable, and sustainably focused site feature. A public plaza is located along Ewing at the southeast part of Site B and aims to serve users from all parts of this project and the general public. Additional outdoor spaces provided throughout the project include grade level landscaping features, elevated balconies and terraces, plus 27,000 square feet of green roof shared between Sites A and B. This project was designed in accordance with the District s Design Experience Guidelines and built upon that by creating a comprehensive design approach to these sites. The City should approve the project thereby ensuring activation of this intersection along France Avenue as described further in the Site Summaries for A, B and C. Site A Summary Occupying the Northeast quadrant of the site is a residential tower composed of 24 floors and referred to as Site A . Similar to how the portion of the development along France Avenue engages that frontage, this project holds the street edge to reinforce the strong streetscape presence evident throughout the France Avenue corridor. The general expression of the building is made up of a series of shifting masses, stepping away from the street to give relief from the pedestrian entry which occurs midway along the elevation of the tower. The shifting masses of the tower sit atop a multi-story podium which houses the main entry lobby and some amenity uses and dwelling units. This area provides an active frontage for the structured parking levels behind it. The ground level program of the residential tower can be accessed both from along 70th Street and from Ewing Avenue, as well as a door on the northeast part of the building near the 70th Street traffic circle. Active uses line the street level and allow for pedestrians to move freely across the site to engage with the other program deeper in the site along Ewing. Parking can also be reached by utilizing an access and is screened from view through the use of robust landscaping. Above the main plinth is a large outdoor amenity deck provided for the residents of the tower and can be accessed directly from the main building. A pet relief area will be included on or within the podium. Units within the tower are optimized for excellent views as well as access to their exterior balconies. Some balconies will be recessed into the mass of the structure, and some will partially recess and project from the façade. 7 ESG Architecture & Design With a focus on multifamily residential, hospitality and creative office, we create unique solutions that shape cities and elevate experiences. Not only does ESG work nation-wide but also with a local focus in cities such as Edina. Sustainable Memo City of Edina 7001 France Ave – Sites A, B & C The Mortenson/Orion development team has been working diligently to bring this transformative development to life. Our team is balancing Southdale design requirements and sustainable initiatives with market forces, including inflation, supply chain and interest rate pressures. During the re-design of the project from Dec 2020 to Nov 2021, we aligned building design & mechanical systems to the Sustainable Design questionnaire (attached - Oct 5, 2021) and achieved the goals in place at that time (City Staff Engineering/Transportation/Sustainability Memo – Nov 2021). In conjunction with PUD approval, our team proactively used best efforts to comply with the new Edina Green Building Policy. This new Policy was enacted on April 1, 2022, but contains some requirements that are not achievable given market conditions and conflicts with design guidelines. Following PUD approval in Nov 2021, the team worked with City staff to further detail the sustainable elements that could be incorporated into the project. These include specific standards for each building to adhere to for sustainable design (detail herein) and derive public benefits. In all, we believe this is a substantial improvement to our currently approved plans and a step in a direction to support Edina’s sustainable goals and Green Building Policy. This is a summary of where the project is today (May 2022) using best efforts to align sustainable business practices within real time cost modeling. Site Wide Initiatives: - Full compliance/exceeding Watershed District stormwater management & treatment - Over ½ acre of green roofs - Site A o LEED Certification o Commitment to energy reduction within end use categories of control around SB 2030 o Compliant with Edina’s sustainable policy for EV charging - Site B o Strive to hit LEED Certified o Energy Star and Harvard 9 compliant o Compliant with Edina’s sustainable policy for EV charging - Site C o $300,000 kW solar installation with future expandability on Site C o Design/Construction credits for Parksmart certified o Commitment to energy reduction within end use categories of control around SB 2030 o Compliant with Edina’s sustainable policy for EV charging In addition, Mortenson uses industry leading practices for building demolition, including reducing and recycling demolition/waste materials. Attached is back-up and analysis completed by the project team when reviewing the feasibility of the Edina Sustainability Policy for blocks A, B, and C. Block A – Residential Tower 1. Achieving a “Sustainable Building Rating System” The Residential Tower is expected to achieve a rating of LEED Certified from US Green Building Council. Currently, the project scorecard indicates 40 “yes” points, placing it at the Certified level. Per the Edina Sustainability Policy, the rating must be a level Silver or higher. However, for this project to achieve Silver, an additional 10-15 points are needed and would cost the project an additional $1.4M. For the current LEED checklist and cost analysis, see Exhibit A. 2. “Edina Overlay” a. Building Greenhouse gas emission predictions – Operational carbon will be tracked through the EDA energy model, embodied carbon will be tracked using Tally, and construction carbon tracked through Contractor’s Commitment and Green Badger Jobsite Sustainability. b. Electric Vehicle Charging Stations – Project expected to comply. c. Energy efficiency standard – Follow B3 Sustainable Building 2030 Energy Standard In order to meet SB2030, the project would be required to purchase Renewable Energy Credits or be part of a Virtual Power Agreement for the project’s overall energy for a 10- year period. As of January 2022, the overall cost of the Renewable Energy Credits would be $670,000. See Exhibit B for the SB2030 analysis conducted for the project to understand the required Renewable Energy Credits needing to be purchased to meet policy. See Exhibit C For correspondence with Pat Smith from the Center for Sustainable Building Research (CSBR) concerning current SB2030 80% reduction compliance of market rate projects. CSBR has no projects that have successful without renewable energy purchase. They have two potential projects under review, but are hesitant with results. d. Bird-Safe Glazing – For LEED projects, achieve bird collision deterrence point. Per the LEED Pilot Credit Bird Collision Deterrence Point, the overall Bird Collision Threat Rating (BCTR) must remain below 15. However, the design created and reviewed through the entitlement process achieves BCTR of 50.4. In order to be in compliance with this policy, significant frit or pattern would need to be added to the glass on the project. This would put an additional cost on the project of $595,200. In addition, this would potentially negate the team’s ability to achieve the Quality Views LEED credit. See Exhibit C for correspondence from CSBR concerning market rate buildings compliance with B3 bird safe glazing. CSBR knows of no projects complying. Had this policy requirement been known, the approach to the design of the building through entitlements would have been different. The visuals provided to City Council would also have included the fritted glass (or similar) for their review. See Exhibit D for the analysis and coverage of frit needed to achieve this policy requirement. Block B – Core and Shell Office 1. Achieving a “Sustainable Building Rating System” The Office Building is expected to be an Energy Star certified building, Exhibit E, and be compliant with the Harvard 9 Foundations of a Healthy Building, Exhibit F. Per the Edina Sustainability Policy, the building must be certified under LEED, B3 Guidelines, Enterprise’s Green Communities, Parksmart, or equivalent. In order to meet this policy, the team did an analysis on which rating system is applicable to a Core and Shell Office building. The conclusion was a LEED certification is possible and will be strived for during design. However, to achieve LEED Certified or LEED Silver (as the policy states) it puts a significant financial burden on the project. In addition, it would require a change from the market supported gas fired/DX rooftop units with traditional VAV boxes on each floor to a very expensive 4-pipe system consisting of high efficiency centrifugal chiller, cooling tower, high efficiency boilers and a hot water and chilled water riser stubbed into each floor. With the current design and market supported cost models, the building could achieve 29 points. In order to achieve LEED Certified or LEED Silver, the project would need to reach 40+ or 50+ points, respectively. To accomplish LEED Certified, it puts an additional $2.26M cost to the project. For the current LEED checklist and cost analysis, see Exhibit G. 2. “Edina Overlay” a. Building Greenhouse gas emission predictions – Operational carbon will be tracked through the EDA energy model, embodied carbon will be tracked using Tally, and construction carbon tracked through Contractor’s Commitment and Green Badger Jobsite Sustainability. b. Electric Vehicle Charging Stations – Project expected to comply. c. Energy efficiency standard – Follow B3 Sustainable Building 2030 Energy Standard In order to meet SB2030, the project would be required to purchase Renewable Energy Credits or be part of a Virtual Power Agreement for the project’s overall energy for a 10- year period. As of January 2022, the overall cost of the Renewable Energy Credits would be $550,000. See Exhibit B for the SB2030 analysis conducted for the project to understand the required Renewable Energy Credits needing to be purchased to meet policy. See Exhibit C For correspondence with Pat Smith from the Center for Sustainable Building Research (CSBR) concerning current SB2030 80% reduction compliance of market rate projects. CSBR has no projects that have successful without renewable energy purchase. They have two potential projects under review, but are hesitant with results. d. Bird-Safe Glazing – Follow B3 Guideline S.9 Bird-Safe Building. The B3 S9 Bird Safe Glass Guidelines requires the whole building Bird Collision Threat Rating (BCTR) to be under 45 in addition to the High Risk Surfaces (HRS) cannot have a BCTR of 75+ on more than 15% of its surfaces. The current design, and approved during the entitlement process, has a BCTR of 115. In order to achieve the Bird Safe Glazing Policy requirement, the current design would require almost 75% of the glass to be fritted or patterned with a cost of over $531,000. Or the project would need to go through a re-design and the re-entitlement process to try and reduce the glazing on the project. Changes would need to include; removing the green roof on the off-set roof, no glass to glass corners, no continuous window wall façade, etc. However, in complying with the Southdale Area District Guidelines on wanting 75% glass for level 1, the project would not be able to avoid significant fritting on the glass. Had this policy requirement been known, the approach to the design of the building through entitlements would have been different. The visuals provided to City Council would also have included the fritted glass (or similar) for their review. See Exhibit D for the analysis and coverage of frit needed to achieve this policy requirement. See Exhibit C for correspondence from CSBR concerning market rate buildings compliance with B3 bird safe glazing. CSBR knows of no projects complying. Block C – Parking Garage 1. Achieving a “Sustainable Building Rating System” The Parking Garage is expected to achieve a rating of Parksmart Certified. Since many of the points of the ParkSmart Scorecards are determined by the operators of the parking ramp, the points that Mortenson Development is looking to pursue will be the portion of the points that are determined by the design or construction of the project. For Certified, Mortenson Development would seek to achieve 70 points. . The current scorecard indicates 72 points which would achieve the Design/Construction credits for Parksmart Certified. The operator would need to achieve an additional 38 points for Parksmart Certified. For the current checklist see Exhibit H. 2. “Edina Overlay” a. Building Greenhouse gas emission predictions – Operational carbon will be tracked through the EDA energy model, embodied carbon will be tracked using Tally, and construction carbon tracked through Contractor’s Commitment and Green Badger Jobsite Sustainability. b. Electric Vehicle Charging Stations – Project expected to comply. c. Energy efficiency standard – Follow B3 Sustainable Building 2030 Energy Standard o The project commitment is to reduce energy within end use categories of control around SB 2030 with PV offset. d. Bird-Safe Glazing Not applicable 7001 France Ave Sustainability Attachments 1: Edina Sustainability Questionnaire – October 5th, 2021 2: City Staff Engineering/Transportation/Sustainability Memo – Nov 2021 3: Edina Sustainability Policy Exhibits Exhibit A: Residential LEED Checklist + Sustainability Cost Exhibit B: USB Building Performance Summary Report – Jan 2022 Exhibit C: CSBR Memo Exhibit D: Bird Safe Glazing Summary Exhibit E: Energy Star Certification Process Exhibit F: Harvard 9 Foundations of a Healthy Building Exhibit G: Office LEED Checklist + Sustainability Cost Exhibit H: Parksmart Checklist City of Edina – New Construction Sustainability Questionnaire Page 1 City of Edina Sustainable Construction Questionnaire The City of Edina has set ambitious goals to reduce greenhouse gas emissions in the community. To help achieve these goals, developers seeking City approval must complete this form as part of their zoning application. Upon receipt of this form, please email Sustainability Coordinator, Grace Hancock, GHancock@edinamn.gov, to set up a time to walk through the form and discuss sustainable building strategies. Please email the completed form to Cary Teague, CTeague@edinamn.gov, and copy Grace Hancock. Topics Answers Yes or No Brief Description Sustainable Design & Energy Consumption Will you utilize Xcel Energy’s Energy Design Assistance or Energy Efficient Buildings, and/or Centerpoint Energy’s Builder and Developer programs for this development? Yes The project will enroll in the Xcel Energy EDA program. Will the buildings meet SB2030 energy goals? TBD Project is being benchmarked against SB2030 and will strive to achieve the lowest building EUI (energy use intensity) feasible. Will the building be LEED certified? TBD The buildings are being explored to follow ParkSmart, LEED Certified, Well Core, and/or Harvard 9 Foundations of a Healthy Building. Further evaluation is being completed on each block. Will all appliances and equipment be Energy Star or EPA WaterSense certified? Yes Will water heaters be electric or natural gas? Both - Natural Gas and Electric Will building heat be powered by electricity or natural gas? Heat will be a combination of DX rooftop natural gas heat DOAS, natural gas RTUs, electric VRF heat pumps, and electric VAVs depending on the building. Will different strategies to conserve energy (beyond those required by code) be included? If so, please describe Yes Project will utilize LED Lighting, programmable theromostats, VRF HVAC systems, lighting controls in common spaces, building automation system, and energy star equipment and appliances. Continuing to evaluate strategies beyond code. Will there be renewable energy such as solar or wind be generated on site? TBD Exploring having buildings solar ready (electrical infrastructure and roof supports) for future PV installation Will the project include a geothermal system? No Will the completed project subscribe to a community solar program or other renewable energy program? Yes Working with Xcel energy on existing and potential future opportunities to subscribe to renewable programs. Will there be purchase of renewable energy credits (RECs)? TBD Tenant option to purchase at a later date ATTACHMENT 1 City of Edina – New Construction Sustainability Questionnaire Page 2 City of Edina Sustainable Construction Questionnaire Comments: Managing Storm Water What percent of the property is pervious surface before the redevelopment? What is the percent post development? Existing Site = 260,594 SF 171,882 SF of impervious surface – (24,682 SF of building footprint + 147,200 SF of paving) 66% Impervious 34% Pervious Post Development 182,595 SF of impervious surface (119,945 SF building footprint + 62,650 SF of paving) 70.1% Impervious 29.9% Pervious Net Decrease in Pervious: 4.1% While the impervous surface sf is increasing, there is now storm water management of the full site to accommodate the design. What new surfaces will be pervious? (i.e. Sidewalks, driveways, overflow parking) Pedestrian surfaces will include both standard concrete and colored concrete. The colored concrete is located in select areas to denote major building entrances and boulevard areas. Concrete pavers are planned for a portion of the public plaza on the south side of the residential tower. Pervious areas will include open space along France Avenue as well as a multi- function plaza space within the development. Will a green roof be included on the new structure to assist in storm water retention? Yes Residential tower and Office will have a section of green roof Will rain gardens or similar features be included on site to filter and retain the storm water? TBD Storm water management plan has been approved by the Minnehaha Creek Watershed District Comments: Landscaping Features to Manage Air Quality and Heat Island Effect Will existing healthy trees be protected and saved? No Due to the location of existing trees, the development of the land will require removal of those trees. City of Edina – New Construction Sustainability Questionnaire Page 3 City of Edina Sustainable Construction Questionnaire What percent of the property is covered by tree canopy before redevelopment? What is the percent post development? For sites A, B, C the Calculations for the tree coverages are as follows. Site A,B,C = 215,705 SF Existing Tree Coverages: Site A,B,C = 26,552 SF (12.3%) Proposed Tree Coverages (75% of full canopy diameter): Site A,B,C = 37,556 SF (17.4%) Will you be replanting/replacing trees at least four to five inches in diameter to positively impact the tree canopy (ordinance requirement is only 2.5 inches in diameter)? Yes, for half the trees in the design. Code requirement for tree planting for Edina has a size ranging from 5.5” to 2.5”. We reflect this on the plans. We will coordinate with the City Forester to ensure he approves all species and sizes. Will shade trees be provided along roadways, drives and surface parking areas beyond those required by code? TBD We provide shade trees along internal roadways and 70th and within the development in the public plaza space. Will native plantings be used in the landscaping? Yes Plants selected for the boulevard areas are species that will tolerate the harsh conditions of their environment. Trees and plants within these areas are salt- tolerant which help to improve their longevity. Several of the tree species selected for the rest of the site are either native to Minnesota or are adapted species of natives that are better suited for their location or condition. Will landscaping include pollinator-friendly varieties? Yes Many of the plants in the stormwater filtration areas along France are pollinator friendly native plants. This environment will not only be a functional part of the stormwater management system but also provide a highly aesthetic landscape with areas for seating and art display. Will future owners and managers be trained in methods to avoid harmful chemicals being used on landscaping? Yes Comments: We have proposed a pocket park/plaza space along the east-west internal street that will be made up of permeable City of Edina – New Construction Sustainability Questionnaire Page 4 City of Edina Sustainable Construction Questionnaire paving for stormwater capture, perimeter planting and tree cover to minimize heat gain. Planting beds with shrubs, perennials and trees will align the perimeter all public sidewalks increasing permeable surface area, providing a shade canopy, and reducing solar heat gain. Seasonal planter pots are planned at building entrances and throughout the streetscape in the district to break up larger hardscape areas and add interest to key focal point and gathering areas. The rooftop terraces and amenity levels will also have a substantial green system of raised planters for trees, shrubs and perennials, and green roof trays in place of hardscape and ballast. A comprehensive landscape planting program will be provided with a water efficient irrigation system to minimize evaporation, manage water use, and monitor moisture levels during dry and wet conditions. Managing Construction Waste Will demolition of existing structures meet LEED Green Building Demolition and/or B3 State of Minnesota Sustainable Building Guidelines? Yes Will existing building elements be salvaged for reuse? Example, timber, steel, asphalt, cabinets, etc. No Current building has asbestos and will be remediated. Are scrap and excess construction materials being separated and recycled? Yes All construction waste is sent to a recycling facility where the commingled debris is separated by material type to be recycled or sent to a landfill. Mortenson also has a robust 5S program with the expectation of Just- In- Time deliveries with no more than 2-3 days’ worth of material on site at one given time. Are workers provided with separate recycling dumpsters and training in proper use? Yes During First Day, First Hour orientation, Mortenson has a slide discussing the expectations of 5S on the project, including waste management. Workers are provided food dumpsters to keep all organics separate from contaminating building materials being sent to the recycling facility. City of Edina – New Construction Sustainability Questionnaire Page 5 City of Edina Sustainable Construction Questionnaire Comments: Managing Operational Waste Will a recycling service be provided to those in the multifamily complex? To any businesses on site? Yes Will an organic recycling service be provided to those in the multifamily complex? To any businesses on site? Yes Will future users of the building be provided with education and training regarding proper recycling practices? Yes Comments: The site will comply with state and county regulations on waste management. Managing Water Consumption Is the project including features to reduce water consumption beyond features required by code? Yes Low flow fixtures Is there a grey water system included to reuse water on site? Will future users of the building be provided with education and training regarding conservation of water? No/Yes Residents will be educated on how to reduce water usage Will outdoor landscaping watering system include a water sensor to automatically reduce watering in wet conditions? Yes The irrigation for the site will contain a water sensor and other water saving components to mitigate water usage. Comments: Sustainable Transportation Features Is the site accessible by public transit within ½ mile? Yes Bus stop access is adjacent to project off of 70th. Are site features included to make the use of public transit convenient and simple? Examples include sheltered waiting areas, paved sidewalks and clear site lines. Yes Sidewalks and clear site lines to the bus stop If there is no public transit within ½ mile, is the project providing features to help bridge the distance to allow flexibility to use public transit? N/A Is bike parking available near the main entrance for guests? Space in parking structure (e.g. bike corral, bike lockers) for residents’ bikes? Yes Multiple locations Is bike parking and a shower facility provided for employees? Yes The office employees will have access to bike parking and shower facilities Do you have EV Charging Stations for owners, guests or customers to use? Yes Will there be parking spaces provided for car- sharing vehicles to reduce the overall number of cars? Yes Updated January 2021 DATE: 10/7/2021 TO: 7001 France Ave S, Owner and Development Team CC: Cary Teague – Community Development Director FROM: Chad Millner, PE, Director of Engineering Zuleyka Marquez, PE, Graduate Engineer Grace Hancock, Sustainability Coordinator Andrew Scipioni, Transportation Planner RE: 7001 France Avenue – Development Review, Revised The Engineering Department has reviewed the subject property for pedestrian facilities, utility connections, grading, flood risk, and storm water. Plans reviewed included civil, landscape, stormwater plans, and survey dated 9/13/21. Review Comment Required For General 1. Existing easements held by the City require Council action to vacate if deemed appropriate and necessary for the project. Consideration of requests can require up to 60-days to process. General Comment 2. Deliver as-build records of public and private utility infrastructure post construction. Certificate of Occupancy 3. Maintenance of sidewalks and streets internal to the site to be responsibility of property owner. Maintenance of sidewalks on France Ave and 70th Street will be by the City. City snowplowing operations are 5-ft wide on these sidewalks. If owner wants a wider path, this would be the responsibility of the owner. Note, the locations of permeable pavers and colored concrete should be noted on the plans and are considered the property owner’s maintenance responsibility. General Comment Survey 4. An existing and proposed site condition survey is required. Grading/Building Permit 4.1 Show all existing and proposed public and private easements. Grading/Building Permit Living Streets 5. Design sidewalks to meet ADA requirements. Grading/Building Permit 6. Saw cut concrete sidewalk joints on public sidewalks. Grading/Building Permit ATTACHMENT 2 7. Public sidewalk to be minimum 8-ft wide with an 8-ft boulevard along France Avenue and 5-ft wide minimum with a 5-ft minimum boulevard along 70th Street. Grading/Building Permit 8. Public access easements will be required to allow the public to use the streets and sidewalks internal to the site. Maintenance of all internal streets and sidewalks shall be the responsibility of the owner. This aligns with the Southdale Area Design Guidelines. General Comment 9. The applicant should consider additional pedestrian and bicycle crossings/connections to Brandon Square Mall to the east and Rue de France mall to the south. General Comment Traffic and Street 10. Review fire access requirements with fire department. Fire truck turning template attached. Grading/Building Permit 11. Driveway Entrance permit required for entrance reconstruction. Building Permit 12. Refer to standard plates 410 and 415. Minimum of 24’ in width for two-way drive. 20’ provided for center drive. 15’ radii per standard plates; various radii provided. Building Permit 13. Road and lane closures on France Ave S must be coordinated with Hennepin County. Street repairs must be completed to the County’s standards. General Comment 14. 70th St W was reconstructed in 2007. Road patching on 70th St W shall conform to Edina Standard Plates 540 and 543. Certificate of Occupancy 15. Provide easements or right-of-way along 70th St W to accommodate recommended additional vehicle lane, boulevard and pedestrian and bicycle facilities. Certificate of Occupancy 16. Provide easements for future public streets at two locations. Along the center street south to the southerly property line and along the east property line to the southerly property line. Certificate of Occupancy 17. Consider providing directional signage/information for local transit services or subsidizing transit passes for tenants and employees. General Comment 18. Provide 57 bicycle parking stalls (5% of proposed vehicle parking). Of these, 38 (min.) should be provided in the parking ramp; the remaining 19 (min.) should be provided elsewhere on the site. All bicycle parking stalls should be in convenient, well-lit locations within 50’ of a public entrance to a principal building. Rack style and spacing should follow the recommendations of the Association of Pedestrian and Bicycle Professionals (APBP). Grading/Building Permit 19. Turning movements and travel routes for delivery vehicles should be reviewed. Steps should be taken to minimize the impact of delivery vehicles on pedestrian and bicycle movement through the site (additional signage, designated delivery zones, etc.) General Comment 20. Proposed trees, vegetation, signage and other items adjacent to intersections should maintain a clear view zone as defined in Section 26-190 of City Code. Grading/Building Permit 21. Implement Tier 2 Travel Demand Management strategies (5 minimum). Those proposed by the applicant include; 1. Covered bicycle parking and a bicycle repair station. 2. Internal and perimeter sidewalks with boulevard trees, landscaping and other buffers between motor vehicle traffic. 3. Marked pedestrian crosswalks. Other strategies recommended by staff include; 1. Designate EV charging stations as recommended by staff (see Sustainability below). 2. Designate parking stalls for car sharing service (i.e, HourCar), placed in visible, convenient locations near pedestrian and bicycle facilities. 3. Widen internal sidewalks to 8’ (minimum) to accommodate shared pedestrian and bicycle use or installing bicycle pavement markings on internal streets. 4. Maintain or widening the existing vegetated boulevards to improve user safety and comfort. 5. Provide additional pedestrian and bicycle crossings/connections to Brandon Square Mall to the east and Rue de France mall to the south. 6. Provide directional signage/information for transportation amenities (adjacent transit services, bicycle parking, car sharing, adjacent parks/trails). 7. Subsidize transit passes for tenants and employees. Certificate of Occupancy Sanitary and Water Utilities 22. Verify fire demand and hydrant locations. Attached system flow/pressure curve provided for developer’s design. Grading/Building Permit 23. Domestic water shall be sized by the developer’s engineer. Grading/Building Permit 24. Domestic sanitary shall be sized by the developer’s engineer. Grading/Building Permit 25. Apply for a sewer and water connection permit with Public Works. Prior to Starting Utility Work 25.1 Meter required for building service line and combined lines. No meter required for fire only service line. Grading/Building Permit 25.2 Public Works to determine acceptable installation methods. Grading/Building Permit 26. Disconnected sanitary and water services to be capped at main. 27. A SAC determination will be required by the Metropolitan Council. The SAC determination will be used by the City to calculate sewer and water connection charges Grading/Building Permit 28. Single connection from main for fire and domestic, split after main connection. Grading/Building Permit 29. No evidence of a well onsite. If any wells are found during construction, wells not in use must be sealed by a licensed well contractor per MN Rules, Chapter 4725. Certificate of Occupancy Storm Water Utility 30. Provide final geotechnical report with soil borings. Draft report was provided date 10/14/2020 as attachment to stormwater report. Grading/Building Permit 31. Provide hydraulic and hydrologic report meeting watershed and state construction site permit requirements. Latest report provided dated 10/21/20. Provide revised report for comments. Grading/Building Permit 32. Submit watershed district permit and copies of private maintenance agreement in favor of watershed. Grading/Building Permit 33. Attached to this review is a technical memorandum from Barr Engineering that reviewed the potential for backflow in the existing conditions, and nearby flood elevations to inform design. A. The site existing conditions should assume that the site accepts no backflow from public systems. The attached report provides a summary of additional model detail to inform the review. B. The attached report shows the site accepts overflow from nearby private commercial systems. The applicant can exclude these flows in the existing conditions to the extent that they can reduce them in the proposed conditions. Work with neighboring property on proposed changes and the flood risk associated with these flows. C. Design should account for tailwater. The attached report provides hydraulic grade line in nearby France Avenue system for use. D. Design should account for existing pumped flow configuration. The attached report assumes pumping Grading/Building Permit rates at 1cfs. Further information was requested, but useful information was not provided. We will accept additional evidence of current pump size and flow characteristics if you wish to modify this assumption. 34. Coordinate landscaping plan and stormwater management plan. Trees planned in underground infiltration system vicinity. Grading/Building Permit Grading Erosion and Sediment Control 35. A SWPPP consistent with the State General Construction Site Stormwater Permit is required. Grading/Building Permit Constructability and Safety 36. Construction staging, traffic control, and pedestrian access plans will be required. Be prepared to provide detailed plans for construction phasing and minimization of pedestrian and traffic impacts. Grading/Building Permit 37. Retaining walls over 4-ft in height require design by a structural engineer. Grading/Building Permit 38. Any needed closures of France Avenue shall be coordinated with Hennepin County. General Comment 39. 70th Street shall not be used for construction staging. Any short- term closures shall be approved by the City Engineer. General Comment 40. Construction staging or construction fencing shall not impede the City’s ability to snowplow the adjacent streets. If construction fencing removes storage space for snow, developer shall be responsible for snow removal in the street adjacent to any impacts to City operations. General Comment 41. Developer shall consider pre-condition surveys of 70th Street and France Avenue to aid in determine post-construction impacts caused by the project. Impacts caused by the project shall be the responsibility of the contractor to correct. General Comment Other Agency Coordination 42. MDH, MPCA and MCES permits required as needed. Grading/Building Permit 43. Nine Mile Creek Watershed District permit is required. Grading/Building Permit Sustainability 44. The Metropolitan Council's Extreme Heat map shows that during an extreme heat event (when air temperatures are 90 or above), this area of Edina can be up to 35 degrees F hotter than General Comment surrounding areas. Green roofs, mature tree canopy and climate- adapted plantings reduce the urban heat island effect, and reduce amount of greenhouse gas emissions trapped in the atmosphere and energy needs to cool a building. 45. The University of Minnesota's Solar Suitability map rates this property as "good" for solar roof installations with a grade of 83 out of 100. Rooftop solar generates emission-free energy. Staff affirms effort to add solar-ready capacity to roof. General Comment 46. Staff recommends installing EV chargers for a minimum of 5% of proposed parking (27 stalls) in addition to wiring 10% (540 stalls) for EV conversion in the future. General Comment 47. Staff acknowledges and appreciates that this development proposal seeks to engage most pathways toward sustainable building design, with the completion of items marked “yes” items from Sustainable Design Questionnaire as described below: - utilize Xcel Energy’s Energy Design Assistance and/or Centerpoint Energy’s Builder and Developer programs for this development - appliances and equipment be Energy Star or EPA WaterSense certified - Take action beyond state building and energy code: Utilize LED Lighting, programmable thermostats, VRF HVAC systems, lighting controls in common spaces, building automation system - Green roof areas included on new office tower and residential tower - Building operations subscribe to renewable energy - Demolition of existing structures will meet LEED Green Building Demolition and/or B3 State of Minnesota Sustainable Building Guidelines - Scrap and excess construction materials will be separated and recycled - Workers will be provided with separate recycling dumpsters and training in proper use - Plant trees for increased tree canopy coverage - Provide shade trees, native, climate-adapted and pollinator-friendly landscaping - Provide recycling and organics recycling for building users once building starts operating - outdoor landscaping watering system include a water sensor to automatically reduce watering in wet conditions General Comment Barr Engineering Co. 4300 MarketPointe Drive, Suite 200, Minneapolis, MN 55435 952.832.2600 www.barr.com Technical Memorandum To: Ross Bintner– City of Edina (City) From: Michael McKinney, PE – Barr Engineering Co. (Barr) Subject: 7001 France Ave existing condition XPSWMM model review Date: October 28, 2020 Project: 23270354.00 Stormwater Management General Engineering The following technical memorandum summarizes hydrologic and hydraulic evaluation of the 7001 France Ave property and connections to City of Edina (City) storm sewer infrastructure. The memorandum summarizes existing flood inundation and flood storage volume within the 7001 France Ave site and summarizes tailwater conditions in the receiving City storm sewer trunk line along France Ave. 1.0 Hydrologic and Hydraulic Modeling: XPSWMM Model Updates The City’s Nine Mile Creek XPSWMM model was updated and used to evaluate existing hydrologic and hydraulic condition on the 7001 France Ave site. Model updates were incorporated using methodology and source data outlined in the 2018 Edina CWRMP (Edina, 2018). The following subsections describe updates made to the existing conditions XPSWMM model, including all relevant modeling assumptions. 1.1 Updated 7001 France Ave storm sewer modeling per ALTA survey ALTA survey information was provided for the 7001 France Ave site on October 14, 2020 (D. Bade, personal communication, October 14, 2020). Storm sewer survey data included in the ALTA survey was reviewed and incorporated into existing condition modeling (Figure 1). Updated storm sewer inlet locations included in the ALTA survey were incorporated and subwatershed divides were updated accordingly (see Section 1.2). The 7001 France Ave storm sewer lift station was not included within the ALTA survey (see discussion of assumptions and data gaps in Section 1.3) 1.2 Update subwatershed divides in vicinity of 7001 France Ave Subwatersheds within and adjacent to the 7001 France Ave site were updated to: • Capture drainage to storm sewer inlets included in the ALTA survey, and • Capture potential for bypass from inlets along W 70th St to the 7001 France Ave site. Updated subwatershed divides are shown on Figure 1. In addition to updates within the 7001 France Ave site and along W 70th St, the subwatershed divide for the neighboring 3501 W 70th St parking lot (Brandon Square Mall) was updated to more-accurately capture runoff to, and storage within, the parking lot. Stage-area-storage curves and hydrologic parameters were generated for all new and updated subwatershed divides. To: Ross Bintner– City of Edina (City) From: Michael McKinney, PE – Barr Engineering Co. (Barr) Subject: 7001 France Ave existing condition XPSWMM model review Date: October 28, 2020 Page: 2 \\barr.com\projects\Mpls\23 MN\27\2327354\WorkFiles\2020\SW\Potential 2020 updates\7001 France Ave\02 Tech Memo\7001 France Ave Existing Conditions Review 20201029.docx Figure 1 7001 France Ave: storm sewer and subwatershed divides 1.3 Remaining assumptions and data gaps Missing or incomplete data from the ALTA survey and City storm sewer data are outlined, below: • 7001 France Ave lift station information, • Storm sewer connection from Brandon Square Mall parking lot to W 70th St trunk line, and • Minor storm sewer data gaps (e.g., missing upstream invert, missing pipe diameter). Scanned record drawings for the 7001 France Ave US Bank property were provided (P. Ellis and D. J. Arndt, personal communication, October 27, 2020), but did not contain information for the site lift station (e.g., lift station record drawing, operation elevations, pump model, pump curve, etc.). An assumed lift station was modeled with a maximum capacity of 1 cfs (~450 gpm). Lift Station To: Ross Bintner– City of Edina (City) From: Michael McKinney, PE – Barr Engineering Co. (Barr) Subject: 7001 France Ave existing condition XPSWMM model review Date: October 28, 2020 Page: 3 \\barr.com\projects\Mpls\23 MN\27\2327354\WorkFiles\2020\SW\Potential 2020 updates\7001 France Ave\02 Tech Memo\7001 France Ave Existing Conditions Review 20201029.docx City survey information indicates there is a 12-inch pipe connection from the Brandon Square Parking lot to the W 70th St trunk line (R. Bintner, personal communication, October 13, 2020). Private storm sewer infrastructure information for the Brandon Square Mall is not available. Storm sewer invert elevations and roof drainage connections from the Brandon Square Mall site were assumed. Other minor storm sewer data gaps (e.g., missing upstream invert, missing pipe size, etc.) were filled based on review of connected storm sewer infrastructure. All assumptions are tracked within the model link and node GIS feature classes. 2.0 XPSWMM Model Results The City requested that Barr update the City Nine Mile Creek XPSWMM model in the vicinity of the 7001 France Ave site to evaluate the following: 1) Evaluate the maximum stored stormwater runoff volume and flood inundation extent on the 7001 France Ave site for the Atlas 14 10-year, 24-hour event (10-year event) and the Atlas 14 100-year, 24-hour (100-year event). 2) Evaluate the hydraulic grade line along France Ave for the 10-year and 100-year events. 3) Evaluate the stage tailwater hydrograph at the connection point from the 7001 France Ave site to the France Ave storm sewer trunk line for the 10-year and 100-year events. 4) Evaluate backflow from the France Ave storm sewer trunk line to the 7001 France Ave site. If present, review items 1 through 3 above with backflow prevention in place. Questions originally posed by the City are answered in order in the following subsections. 2.1 Evaluate the maximum stored volume and flood inundation extent Maximum stored volume and maximum water surface elevations for subwatersheds within the 7001 France Ave site are summarized in Table 1, and maximum flood inundation extents are shown in Figure 2. Additionally, Figure 2 shows the 10-year and 100-year maximum water surface elevations at structures along France Ave and shows the location of overflow entering the 7001 France Ave site from structures along W 70th St and the Brandon Square Mall parking lot. Overflow volumes from W 70th St and Brandon Square Mall are summarized in Table 2. Results summarized in Table 1, Table 2, and Figure 2 are based on model updates and assumption discussed in Section 1.0. To: Ross Bintner– City of Edina (City) From: Michael McKinney, PE – Barr Engineering Co. (Barr) Subject: 7001 France Ave existing condition XPSWMM model review Date: October 28, 2020 Page: 4 \\barr.com\projects\Mpls\23 MN\27\2327354\WorkFiles\2020\SW\Potential 2020 updates\7001 France Ave\02 Tech Memo\7001 France Ave Existing Conditions Review 20201029.docx Table 1 Maximum stored volume: 7001 France Ave Subwatershed Maximum Water Surface Elevation (ft) Maximum Stored Volume (cf) Atlas 14, 10-year event Atlas 14, 100-year event Atlas 14, 10-year event Atlas 14, 100-year event CL_51a 859.5 861.5 23,040 66,170 CL_51b 865.2 865.6 62 67 CL_51c 866.1 866.3 136 247 CL_51d 865.3 865.6 66 69 CL_51e 862.9 863.1 3,129 3,676 CL_51 863.0 863.1 63 192 Total (cf) 26,495 70,421 Table 2 Overflow volume summary to 7001 France Ave site Total Overflow Volume (cf) Overflow Description (1) Atlas 14, 10-year event Atlas 14, 100-year event Primary OF from Brandon Square Mall [Overflows at elev. 870.5 feet] 8,687 27,176 Overflow from CBs on W 70th St [Overflows at elev. 870.8 feet] 0 285 Total to 7001 France Ave Lift Station 8,687 27,461 Secondary OF from Brandon Square Mall [Overflows at elev. 870.7 feet] 55 6,340 (1) Overflow locations shown on Figure 2. To: Ross Bintner– City of Edina (City) From: Michael McKinney, PE – Barr Engineering Co. (Barr) Subject: 7001 France Ave existing condition XPSWMM model review Date: October 28, 2020 Page: 5 \\barr.com\projects\Mpls\23 MN\27\2327354\WorkFiles\2020\SW\Potential 2020 updates\7001 France Ave\02 Tech Memo\7001 France Ave Existing Conditions Review 20201029.docx Figure 2 Flood inundation extents and maximum water surface elevations along France Ave: 10-year and 100-year events 2.2 Evaluate the hydraulic grade line along France Ave The 10-year event and 100-year event hydraulic grade lines along the France Ave storm sewer trunk line from W 70th St south to Hazelton Road are shown in figures included in Appendix A. The storm sewer connection from 7001 France Ave is shown on these figures to highlight tailwater boundary conditions in the receiving portion of the France Ave trunk line for both events. The 10-year and 100-year maximum water surface elevations at structures along France Ave are additionally shown in Figure 2. Key elevations within the 7001 France Ave site are summarized, below: Overflow from W 70th St CBs Brandon Square Mall: Primary Overflow Brandon Square Mall: Secondary Overflow Lift Station To: Ross Bintner– City of Edina (City) From: Michael McKinney, PE – Barr Engineering Co. (Barr) Subject: 7001 France Ave existing condition XPSWMM model review Date: October 28, 2020 Page: 6 \\barr.com\projects\Mpls\23 MN\27\2327354\WorkFiles\2020\SW\Potential 2020 updates\7001 France Ave\02 Tech Memo\7001 France Ave Existing Conditions Review 20201029.docx • Upstream invert of 7001 France Ave storm sewer connection to France Ave: 856.3 ft • Overflow elevation from 7001 France Ave Entrance to France Ave: 862.9 ft • Low elevation in CL_51a (bank teller location): 856.9 ft 2.3 Evaluate the tailwater stage hydrograph at France Ave trunk line connection The stage hydrograph for the 10-year and 100-year events at the connection point from the 7001 France Ave property to the France Ave storm sewer trunk line is shown in Figure 3. Tailwater conditions in the receiving portion of the France Ave storm sewer trunkline restrict outflow from the 7001 France Ave during the modeled 10-year and 100-year events. It is critical to consider the tailwater boundary condition of the receiving portion of the France Ave storm sewer trunk line when evaluating the connection from the 7001 France Ave site. For this reason, tabular versions of the 10-year and 100-year stage hydrographs are included in Appendix A. Figure 3 Stage hydrograph at the 7001 France Ave / France Ave trunk line connection for the 10-year and 100-year events 2.4 Evaluate backflow from the France Ave storm sewer connection Based on the updated existing conditions XPSWMM model, there is no backflow from the France Ave storm sewer connection to the 7001 France Ave site during the 10-year or 100-year events. For this reason, no additional evaluation of backflow prevention was performed. Maximum Stage: 10-year: 862.1 100-year: 862.3 To: Ross Bintner– City of Edina (City) From: Michael McKinney, PE – Barr Engineering Co. (Barr) Subject: 7001 France Ave existing condition XPSWMM model review Date: October 28, 2020 Page: 7 \\barr.com\projects\Mpls\23 MN\27\2327354\WorkFiles\2020\SW\Potential 2020 updates\7001 France Ave\02 Tech Memo\7001 France Ave Existing Conditions Review 20201029.docx 3.0 Conclusions and Recommendations Existing hydrologic and hydraulic conditions at the 7001 France Ave site were evaluated using the City’s Nine Mile Creek XPSWMM model. The existing conditions XPSWMM model was updated based on received ALTA survey data and best available City storm sewer data. The updated exiting conditions XPSWMM model was used to evaluate the following: • Maximum flood inundation extent and maximum stored runoff volume on the 7001 France Ave site for the 10-year and 100-year events. • The hydraulic grade line along the receiving France Ave storm sewer trunk line for the 10-year and 100-year events. • The tailwater stage hydrograph at the connection point from 7001 France Ave to the France Ave storm sewer for the 10-year and 100-year events. • Backflow from the France Ave trunk line to the 7001 France Ave site to ensure there is no backflow during the 10-year or 100-year events. Barr recommends that information provided in this technical memorandum be reviewed and incorporated into design and evaluation of proposed conditions and/or redevelopment of the 7001 France Ave site. Specifically, the following storm water management recommendations should be considered: • Maximum existing condition stored runoff volumes on the 7001 France Ave site (Table 1) should be considered when evaluating grading and stormwater management. If available storage on site is significantly reduced, proposed conditions could result in increased flood risk to neighboring properties and/or increased discharge rate to receiving City storm sewer infrastructure. • The tailwater stage hydrograph at the connection point from 7001 France Ave to the France Ave storm sewer trunkline (Figure 3 and Appendix A) should be incorporated into evaluation of proposed connections from the 7001 France Ave site (i.e., free discharge to the France Ave trunk line should not be assumed). • The potential for backflow from the France Ave storm sewer trunk line should be considered when evaluating proposed connections to the France Ave trunk line. Based on existing conditions, there is no backflow from the France Ave trunk line to the 7001 France Ave site for the 10-year or 100-year design events. Any future or proposed conditions should maintain this result. • Data gaps and assumption outlined in Section 1.3 should be considered. Specifically, it is recommended that existing condition modeling of the 7001 France Ave lift station and private connections from the Brandon Square Mall be reviewed and updated if data becomes available. To: Ross Bintner– City of Edina (City) From: Michael McKinney, PE – Barr Engineering Co. (Barr) Subject: 7001 France Ave existing condition XPSWMM model review Date: October 28, 2020 Page: 8 \\barr.com\projects\Mpls\23 MN\27\2327354\WorkFiles\2020\SW\Potential 2020 updates\7001 France Ave\02 Tech Memo\7001 France Ave Existing Conditions Review 20201029.docx References Barr Engineering Co. (Barr). 2018. 2018 Comprehensive Water Resources Management Plan. Prepared for the City of Edina. D. Bade, personal correspondence, October 14, 2020. Email correspondence and delivery of ALTA survey for the 7001 France Ave site. P. Ellis and D. J. Arndt, personal communication, October 27, 2020. Email correspondence and delivery of scanned record drawings for the existing 7001 France Ave US Bank site. R. Bintner, personal communication, October 13, 2020. Phone correspondence related to connection from Brandon Square Mall to W 70th St storm sewer trunkline. Appendix A France Ave hydraulic grade line and stage hydrograph at 7001 France Ave connection \\barr.com\projects\Mpls\23 MN\27\2327354\WorkFiles\2020\SW\Potential 2020 updates\7001 France Ave\02 Tech Memo\7001 France Ave Existing Conditions Review 20201029.docx Figure A1 France Ave storm sewer hydraulic grade line: 10-year design event \\barr.com\projects\Mpls\23 MN\27\2327354\WorkFiles\2020\SW\Potential 2020 updates\7001 France Ave\02 Tech Memo\7001 France Ave Existing Conditions Review 20201029.docx Figure A2 France Ave storm sewer hydraulic grade line: 100-year design event \\barr.com\projects\Mpls\23 MN\27\2327354\WorkFiles\2020\SW\Potential 2020 updates\7001 France Ave\02 Tech Memo\7001 France Ave Existing Conditions Review 20201029.docx Table A1 Stage hydrograph at 7001 France Ave / France Ave trunk line connection structure Time (hr) Stage Hydrograph (NGVD29, ft) A14 10-year A14 100-year 0 854.2 854.2 0.1 854.2 854.2 0.2 854.2 854.2 0.3 854.2 854.2 0.4 854.2 854.2 0.5 854.2 854.2 0.6 854.2 854.2 0.7 854.2 854.2 0.8 854.2 854.2 0.9 854.2 854.2 1 854.2 854.2 1.1 854.2 854.2 1.2 854.2 854.2 1.3 854.2 854.2 1.4 854.2 854.2 1.5 854.2 854.2 1.6 854.2 854.2 1.7 854.2 854.2 1.8 854.2 854.2 1.9 854.2 854.2 2 854.2 854.2 2.1 854.2 854.2 2.2 854.2 854.221 2.3 854.2 854.228 2.4 854.2 854.233 2.5 854.2 854.257 2.6 854.2 854.278 2.7 854.2 854.294 2.8 854.2 854.311 2.9 854.2 854.328 3 854.2 854.34 3.1 854.2 854.348 3.2 854.2 854.354 3.3 854.2 854.36 3.4 854.2 854.364 3.5 854.2 854.368 3.6 854.2 854.371 3.7 854.2 854.374 3.8 854.2 854.377 3.9 854.2 854.379 4 854.2 854.381 4.1 854.2 854.383 4.2 854.2 854.385 4.3 854.2 854.386 4.4 854.221 854.388 4.5 854.225 854.389 4.6 854.219 854.39 \\barr.com\projects\Mpls\23 MN\27\2327354\WorkFiles\2020\SW\Potential 2020 updates\7001 France Ave\02 Tech Memo\7001 France Ave Existing Conditions Review 20201029.docx Time (hr) Stage Hydrograph (NGVD29, ft) A14 10-year A14 100-year 4.7 854.225 854.391 4.8 854.238 854.392 4.9 854.252 854.392 5 854.262 854.393 5.1 854.271 854.394 5.2 854.28 854.394 5.3 854.289 854.395 5.4 854.296 854.395 5.5 854.302 854.395 5.6 854.307 854.396 5.7 854.311 854.396 5.8 854.315 854.396 5.9 854.318 854.396 6 854.327 854.411 6.1 854.348 854.441 6.2 854.367 854.465 6.3 854.383 854.482 6.4 854.396 854.495 6.5 854.405 854.504 6.6 854.413 854.512 6.7 854.42 854.518 6.8 854.425 854.522 6.9 854.43 854.525 7 854.433 854.528 7.1 854.436 854.531 7.2 854.439 854.533 7.3 854.442 854.535 7.4 854.444 854.536 7.5 854.445 854.537 7.6 854.447 854.538 7.7 854.448 854.539 7.8 854.449 854.54 7.9 854.45 854.54 8 854.451 854.541 8.1 854.452 854.541 8.2 854.452 854.541 8.3 854.453 854.542 8.4 854.453 854.542 8.5 854.454 854.542 8.6 854.454 854.542 8.7 854.454 854.542 8.8 854.455 854.542 8.9 854.455 854.542 9 854.499 854.624 9.1 854.57 854.731 9.2 854.617 854.793 9.3 854.648 854.832 9.4 854.67 854.858 \\barr.com\projects\Mpls\23 MN\27\2327354\WorkFiles\2020\SW\Potential 2020 updates\7001 France Ave\02 Tech Memo\7001 France Ave Existing Conditions Review 20201029.docx Time (hr) Stage Hydrograph (NGVD29, ft) A14 10-year A14 100-year 9.5 854.685 854.875 9.6 854.695 854.887 9.7 854.703 854.895 9.8 854.71 854.902 9.9 854.714 854.906 10 854.718 854.909 10.1 854.721 854.911 10.2 854.723 854.913 10.3 854.725 854.914 10.4 854.726 854.915 10.5 854.801 855.041 10.6 854.886 855.154 10.7 854.93 855.214 10.8 854.959 855.25 10.9 854.977 855.272 11 855.043 855.376 11.1 855.098 855.467 11.2 855.129 855.514 11.3 855.148 855.558 11.4 855.16 855.624 11.5 855.343 856.587 11.6 855.511 858.649 11.7 855.684 860.176 11.8 856.284 861.154 11.9 861.201 862.08 12 862.085 862.273 12.1 862.058 862.284 12.2 861.268 862.295 12.3 860.167 862.262 12.4 859.625 862.228 12.5 857.706 862.188 12.6 855.617 862.121 12.7 855.53 862.045 12.8 855.483 860.985 12.9 855.451 859.948 13 855.215 859.309 13.1 855.142 858.141 13.2 855.104 857.789 13.3 855.081 857.514 13.4 855.066 855.732 13.5 854.987 855.259 13.6 854.912 855.128 13.7 854.87 855.059 13.8 854.843 855.017 13.9 854.825 854.99 14 854.812 854.972 14.1 854.803 854.96 14.2 854.796 854.952 \\barr.com\projects\Mpls\23 MN\27\2327354\WorkFiles\2020\SW\Potential 2020 updates\7001 France Ave\02 Tech Memo\7001 France Ave Existing Conditions Review 20201029.docx Time (hr) Stage Hydrograph (NGVD29, ft) A14 10-year A14 100-year 14.3 854.791 854.946 14.4 854.787 854.942 14.5 854.784 854.939 14.6 854.782 854.937 14.7 854.781 854.936 14.8 854.779 854.935 14.9 854.778 854.934 15 854.745 854.87 15.1 854.701 854.8 15.2 854.672 854.755 15.3 854.651 854.724 15.4 854.635 854.702 15.5 854.623 854.686 15.6 854.614 854.674 15.7 854.606 854.664 15.8 854.601 854.657 15.9 854.596 854.651 16 854.592 854.646 16.1 854.589 854.642 16.2 854.586 854.639 16.3 854.584 854.637 16.4 854.582 854.635 16.5 854.58 854.633 16.6 854.579 854.632 16.7 854.578 854.631 16.8 854.577 854.63 16.9 854.576 854.63 17 854.575 854.629 17.1 854.575 854.629 17.2 854.574 854.628 17.3 854.574 854.628 17.4 854.573 854.628 17.5 854.573 854.627 17.6 854.573 854.627 17.7 854.573 854.627 17.8 854.573 854.627 17.9 854.573 854.627 18 854.568 854.617 18.1 854.559 854.601 18.2 854.552 854.588 18.3 854.546 854.579 18.4 854.541 854.572 18.5 854.537 854.566 18.6 854.534 854.561 18.7 854.532 854.557 18.8 854.529 854.554 18.9 854.528 854.551 19 854.526 854.548 \\barr.com\projects\Mpls\23 MN\27\2327354\WorkFiles\2020\SW\Potential 2020 updates\7001 France Ave\02 Tech Memo\7001 France Ave Existing Conditions Review 20201029.docx Time (hr) Stage Hydrograph (NGVD29, ft) A14 10-year A14 100-year 19.1 854.524 854.547 19.2 854.523 854.545 19.3 854.522 854.544 19.4 854.522 854.542 19.5 854.521 854.541 19.6 854.52 854.54 19.7 854.52 854.54 19.8 854.519 854.539 19.9 854.519 854.538 20 854.518 854.538 20.1 854.518 854.537 20.2 854.518 854.537 20.3 854.518 854.537 20.4 854.517 854.536 20.5 854.517 854.536 20.6 854.517 854.536 20.7 854.517 854.536 20.8 854.517 854.536 20.9 854.517 854.536 21 854.517 854.535 21.1 854.517 854.535 21.2 854.517 854.535 21.3 854.348 854.535 21.4 854.346 854.535 21.5 854.346 854.535 21.6 854.346 854.535 21.7 854.346 854.535 21.8 854.345 854.535 21.9 854.345 854.535 22 854.345 854.535 22.1 854.345 854.535 22.2 854.345 854.535 22.3 854.345 854.535 22.4 854.345 854.535 22.5 854.345 854.535 22.6 854.344 854.535 22.7 854.344 854.535 22.8 854.344 854.535 22.9 854.344 854.535 23 854.344 854.535 23.1 854.344 854.535 23.2 854.344 854.535 23.3 854.344 854.535 23.4 854.344 854.535 23.5 854.344 854.535 23.6 854.344 854.535 23.7 854.344 854.535 23.8 854.344 854.535 \\barr.com\projects\Mpls\23 MN\27\2327354\WorkFiles\2020\SW\Potential 2020 updates\7001 France Ave\02 Tech Memo\7001 France Ave Existing Conditions Review 20201029.docx Time (hr) Stage Hydrograph (NGVD29, ft) A14 10-year A14 100-year 23.9 854.344 854.535 24 854.34 854.532 24.1 854.332 854.525 24.2 854.323 854.519 24.3 854.314 854.513 24.4 854.304 854.509 24.5 854.298 854.506 24.6 854.292 854.503 24.7 854.287 854.5 24.8 854.281 854.498 24.9 854.277 854.496 25 854.273 854.495 25.1 854.269 854.494 25.2 854.264 854.492 25.3 854.26 854.491 25.4 854.255 854.49 25.5 854.252 854.49 25.6 854.248 854.489 25.7 854.245 854.488 25.8 854.242 854.487 25.9 854.239 854.487 26 854.236 854.487 26.1 854.233 854.486 26.2 854.231 854.486 26.3 854.228 854.485 26.4 854.226 854.485 26.5 854.224 854.485 26.6 854.222 854.485 26.7 854.22 854.484 26.8 854.218 854.484 26.9 854.216 854.484 27 854.215 854.484 27.1 854.213 854.484 27.2 854.212 854.484 27.3 854.21 854.484 27.4 854.209 854.484 27.5 854.208 854.483 27.6 854.207 854.483 27.7 854.206 854.483 27.8 854.206 854.483 27.9 854.205 854.483 28 854.205 854.483 28.1 854.204 854.483 28.2 854.204 854.483 28.3 854.204 854.483 28.4 854.203 854.483 28.5 854.203 854.483 28.6 854.203 854.483 \\barr.com\projects\Mpls\23 MN\27\2327354\WorkFiles\2020\SW\Potential 2020 updates\7001 France Ave\02 Tech Memo\7001 France Ave Existing Conditions Review 20201029.docx Time (hr) Stage Hydrograph (NGVD29, ft) A14 10-year A14 100-year 28.7 854.203 854.483 28.8 854.202 854.483 28.9 854.202 854.484 29 854.202 854.484 29.1 854.202 854.484 29.2 854.202 854.484 29.3 854.202 854.484 29.4 854.202 854.484 29.5 854.201 854.484 29.6 854.201 854.484 29.7 854.201 854.484 29.8 854.201 854.484 29.9 854.201 854.484 30 854.201 854.484 30.1 854.201 854.484 30.2 854.201 854.484 30.3 854.201 854.484 30.4 854.201 854.484 30.5 854.201 854.484 30.6 854.201 854.484 30.7 854.201 854.484 30.8 854.201 854.484 30.9 854.201 854.484 31 854.201 854.484 31.1 854.2 854.484 31.2 854.2 854.484 31.3 854.2 854.485 31.4 854.2 854.485 31.5 854.2 854.485 31.6 854.2 854.485 31.7 854.2 854.485 31.8 854.2 854.485 31.9 854.2 854.485 32 854.2 854.485 32.1 854.2 854.485 32.2 854.2 854.485 32.3 854.2 854.485 32.4 854.2 854.485 32.5 854.2 854.485 32.6 854.2 854.485 32.7 854.2 854.485 32.8 854.2 854.485 32.9 854.2 854.485 33 854.2 854.486 33.1 854.2 854.486 33.2 854.2 854.486 33.3 854.2 854.486 33.4 854.2 854.486 \\barr.com\projects\Mpls\23 MN\27\2327354\WorkFiles\2020\SW\Potential 2020 updates\7001 France Ave\02 Tech Memo\7001 France Ave Existing Conditions Review 20201029.docx Time (hr) Stage Hydrograph (NGVD29, ft) A14 10-year A14 100-year 33.5 854.2 854.486 33.6 854.2 854.486 33.7 854.2 854.486 33.8 854.2 854.486 33.9 854.2 854.486 34 854.2 854.486 34.1 854.2 854.486 34.2 854.2 854.487 34.3 854.2 854.487 34.4 854.2 854.487 34.5 854.2 854.487 34.6 854.2 854.487 34.7 854.2 854.487 34.8 854.2 854.487 34.9 854.2 854.487 35 854.2 854.488 35.1 854.2 854.488 35.2 854.2 854.331 35.3 854.2 854.23 35.4 854.2 854.214 35.5 854.2 854.208 35.6 854.2 854.205 35.7 854.2 854.203 35.8 854.2 854.202 35.9 854.2 854.202 36 854.2 854.201 36.1 854.2 854.201 36.2 854.2 854.201 36.3 854.2 854.2 36.4 854.2 854.2 36.5 854.2 854.2 36.6 854.2 854.2 36.7 854.2 854.2 36.8 854.2 854.2 36.9 854.2 854.2 37 854.2 854.2 37.1 854.2 854.2 37.2 854.2 854.2 37.3 854.2 854.2 37.4 854.2 854.2 37.5 854.2 854.2 37.6 854.2 854.2 37.7 854.2 854.2 37.8 854.2 854.2 37.9 854.2 854.2 38 854.2 854.2 38.1 854.2 854.2 38.2 854.2 854.2 \\barr.com\projects\Mpls\23 MN\27\2327354\WorkFiles\2020\SW\Potential 2020 updates\7001 France Ave\02 Tech Memo\7001 France Ave Existing Conditions Review 20201029.docx Time (hr) Stage Hydrograph (NGVD29, ft) A14 10-year A14 100-year 38.3 854.2 854.2 38.4 854.2 854.2 38.5 854.2 854.2 38.6 854.2 854.2 38.7 854.2 854.2 38.8 854.2 854.2 38.9 854.2 854.2 39 854.2 854.2 39.1 854.2 854.2 39.2 854.2 854.2 39.3 854.2 854.2 39.4 854.2 854.2 39.5 854.2 854.2 39.6 854.2 854.2 39.7 854.2 854.2 39.8 854.2 854.2 39.9 854.2 854.2 40 854.2 854.2 Date: November 10, 2020 To: Cary Teague – Community Development Director Chad Millner, PE – Director of Engineering Cc: 7001 France Avenue, Owner and Development Team From: Andrew Scipioni – Transportation Planner Re: 7001 France Avenue – Transportation Review Mortenson and Orion Investments are proposing to redevelop 7001 France Avenue, currently occupied by U.S. Bank. The proposed redevelopment would replace the existing building with four distinct buildings containing 379 residential units, 152,500 square feet of office space, 3,300 square feet of retail space, a 6,500-square-foot bank and a 1,500-square-foot coffee shop without a drive-thru. Spack Solutions completed a traffic impact study (TIS) for this project on behalf of the City. This memo will review the findings of the TIS and other transportation impacts of the proposed development. Trip Generation Spack analyzed trip generation using two methods. One method is based on the trip generation rates for various land uses in the Institute of Transportation Engineers (ITE) Trip Generation Manual, 10th Edition. This manual provides national average traffic generation rates for different land uses. The second method is based on trip generation rates generated from local data collected by Spack. The local data estimates that the proposed development will generate 8,100 total new trips (over 1,300 more than the ITE data). Figure 1 shows the distribution of new trips by land use. Figure 1: Trip Generation by Land Use (Local data supplemented by ITE) 5068 63% 1548 19% 82 1% 124 1%728 9% 550 7% Supermarket Multi-Family Housing Shopping Center Coffee/Donut Shop General Office Drive-In Bank Spack’s analysis shows that almost 5,100 (over 60%) of the total new trips will be generated by the proposed supermarket, with the residential and business uses accounting for 19% and 9% of the total new trips, respectively. Capacity Analysis Four roadway corridors surrounding the site were studied by Spack (France and York Avenues, West 70th Street and Hazelton Road), as well as 10 adjacent intersections along those corridors (see Figure 2). Figure 2: Study Intersections All study corridors are projected to operate within their planning level capacities (volume-to-capacity ratio of less than 1.0) through the 2040 build scenario. However, West 70th Street between France and York Avenues is projected to approach the almost congested level (volume-to-capacity ratio near 0.8) in the 2025 and 2040 build scenarios. All signalized and roundabout study intersections are projected to operate with acceptable overall intersection delays through the 2040 build scenario except for France Avenue and West 70th Street. This intersection experiences overall delays at Level of Service (LOS) E during the 2025 and 2040 build scenarios. Additionally, higher than preferred queuing is experienced for specific movements at each signalized study intersection. These queues are a product of the extended cycle lengths and green time given to France and York Avenues. Except for at France Avenue and West 70th Street, updated signal timing removes the queuing conditions at these intersections and return queues to similar or less than the existing scenario. The deficiencies at France Avenue and West 70th Street are recommended by Spack to be addressed by: 1. Constructing a dedicated northbound right turn lane for the existing RIRO development access; 2. Converting the existing eastbound dedicated right turn lane into a shared through/right turn lane; and 3. Constructing a second eastbound through lane east of France Avenue that converts into a dedicated right turn lane for the proposed RIRO development access. While these recommendations improve level of service for vehicles, they may have negative impacts on other modes of transportation. Adding a second eastbound through lane will likely require converting the existing shared on-street bike lane to an off-street facility shared with pedestrians. Additional public right-of-way would likely be required along France Avenue and West 70th Street to accommodate the recommended additional vehicle lanes, boulevards and shared pedestrian and bicycle facilities. Spack also noted that if traffic volumes remain lower than 2018 levels due to the current effects of the COVID- 19 pandemic, all study intersections are forecast to operate acceptably without mitigation. Parking Analysis City Code requires a minimum of 1,385 parking stalls for this mixed-use development and 1,202 parking stalls are proposed on-site. Spack evaluated parking demand for the proposed development using national parking demand data from ITE’s Parking Generation, 5th Edition and Twin Cities data collected by Spack. Table 1 compares the number of proposed parking stalls with the City requirements and estimated demand. Land Use National Data (ITE) Local Data (Spack) Proposed Required by City Code Residential (mid rise) 144 75 Residential (high rise) 264 183 Residential Subtotal 408 258 496 664 Non-Residential (office) 365 217 Non-Residential (supermarket) 147 182 Non-Residential (shopping center) 6 21 Non-Residential (bank) 24 33 Non-Residential (coffee/donut shop) 16 16 Non-Residential Subtotal 558 469 706 721 Total 966 727 1,202 1,385 Table 1: Proposed Parking Stalls vs. City Requirements and Estimated Demand Spack recommended that a parking variance be granted as the proposed parking supply exceeds the estimated parking demand based on both national and local data. Multi-Modal Facilities 7001 France Avenue is currently bordered by a 5’ boulevard-style sidewalk along West 70th Street to the north and an 8’ boulevard-style concrete path along France Avenue to the west. Shared bike lanes are present along West 70th Street to the north. There are a small number of internal sidewalks and no pedestrian or bicycle connections to either neighboring property (Brandon Square Mall to the east and Rue de France mall to the South) other than along the France Avenue or West 70th Street. The site is less than a 1/10 mile from the Edina Promenade, which provides walking and biking connections to Centennial Lakes Park and the Nine Mile Creek Regional Trail. The only new facilities proposed by the 2018 Pedestrian and Bicycle Master Plan adjacent to the site are buffered bike lanes on France Avenue. While there are no transit stops immediately adjacent to 7001 France Avenue, Metro Transit operates several routes nearby accessible by existing pedestrian and bicycle facilities: Local Routes 6 and 538 have stops less than ¼ mile away (less than a 5-minute walk) along West 70th Street and Hazelton Road, respectively. These routes connect to the Southdale Transit Center and several commercial/industrial areas in southeastern Edina; Uptown and Downtown Minneapolis; Best Buy Corporate Headquarters in Richfield; and Southtown and the Mall of America/South Loop in Bloomington. Express Route 578 has stops less than ½ mile away (less than a 10-minute walk) along York Avenue. This route connects southeastern Edina to Downtown Minneapolis. In addition to these existing routes, Metro Transit is in the process of developing the E Line bus rapid transit (BRT) service, which will replace portions of Local Route 6 with faster and more reliable service. The southernmost stop, at the Southdale Transit Center, will be less than ½ mile from 7001 France Avenue (or less than a 10-minute walk). The E Line is proposed to operate along France Avenue between Southdale, Uptown/Downtown Minneapolis and the University of Minnesota – Twin Cities campus. Pending full funding, construction could begin as early as 2023. Compliance with Transportation Plans/Policies Table 2 details the ways in which the proposed redevelopment supports current City transportation plans and policies. Table 2: Compliance with Transportation Plans/Policies 2018 Comprehensive Plan Goal Assessment 1. Improve mobility for residents, visitors and businesses with a balanced system of transportation alternatives for transit users, pedestrians, bicyclists and motorists. The project provides facilities for pedestrians, bicyclists, motorists and shared mobility users. 2. Implement a fully multi-modal transportation system that supports the land use vision and future land use plan for managing and shaping future growth. The project provides facilities for pedestrians, bicyclists, motorists and shared mobility users. 3. Minimize the impacts of the transportation system on Edina’s environment and neighborhood quality of life and emphasize methods to reduce greenhouse gas emissions. Sketch plan narrative notes electric vehicle (EV) charging stations will be included on-site and the development questionnaire notes that 50% of the private parking levels will be wired for future electric vehicle charging. Staff recommends installing EV chargers for a minimum of 5% of proposed parking (61 stalls) in addition to wiring 45% (540 stalls) for EV conversion in the future. These stalls should be in convenient locations near primary building entrances. 4. Reduce the overall dependence on and use of single- occupancy vehicles by promoting land use patterns that allow for shorter vehicle trips and the use of alternative travel options. The project promotes walking and biking with varied adjacent land uses and facilities for pedestrians and bicyclists. 6. Encourage and support attractive and reliable high- performance transit service and connections. The applicant should consider providing directional signage/information for local transit services or subsidizing transit passes for tenants and employees. 7. Develop and manage parking provisions to encourage joint and shared use of facilities, ride- sharing and bicycle parking. Sketch plan narrative notes on-site parking stalls for car sharing service (i.e. HourCar) will be included. These stalls should be in convenient locations near primary building entrances. The project is proposed to include a minimum of 61 bicycle parking stalls, 5% of the proposed parking stalls per City Code. These parking stalls should be in convenient, well-lit locations within 50’ of a public entrance to a principal building. Rack style and spacing should follow the recommendations of the Association of Pedestrian and Bicycle Professionals (APBP). A bike repair station is also proposed for the site and should be located adjacent to bike parking. 9. Provide for efficient movement of goods within Edina, while minimizing the impacts of freight traffic on other trips and reducing negative impacts on land uses on freight corridors. Turning movements and travel routes for delivery vehicles should be reviewed by the applicant. Steps should be taken to minimize the impact of delivery vehicles on pedestrian and bicycle movement through the site (additional signage, designated delivery zones, etc.) 13. Provide and maintain adequate access to and from, and safety on, local and regional roadway adjacent to community redevelopment and other activity that potentially impacts the City of Edina. Proposed trees, vegetation, signage and other items adjacent to intersections should maintain a clear view zone as defined in Section 26-190 of City Code. 14. Manage, maintain and operate roadways to maximize wherever possible the safety and mobility of all users and all modes. Proposed sidewalks/trails along France Avenue and West 70th Street should maintain 8’ minimum width to accommodate shared pedestrian and bicycle traffic. The existing vegetated boulevards should be maintained or widened to improve user safety and comfort. Living Streets Plan (2015) Principle Explanation 2. Living Streets provide access and mobility for all transportation modes while enhancing safety and convenience for all users. The project provides accommodations for motorists, cyclists and pedestrians. 4. The City will require new developments to provide interconnected street and sidewalk networks that connect to existing or planned streets or sidewalks on the perimeter of the development. The project includes network of internal streets and sidewalks that connect to existing facilities along the perimeter of the development. 10. Living Streets are designed and built with coordination between business and property owners along commercial corridors to develop vibrant commercial districts. The applicant should consider additional pedestrian and bicycle crossings/connections to Brandon Square Mall to the east and Rue de France mall to the south. 13. Living Streets will improve the current and future quality of life for the public. The proposed boulevard-style sidewalk along France Avenue will improve pedestrian safety and comfort adjacent to the property. Similar style sidewalks should be considered along West 70th Street and along the proposed internal streets. Greater Southdale District Plan (2018) Transportation Goals Explanation 1-A. Regional Roadway Access Maintain adequate regional vehicle accessibility while also minimizing its negative impacts on Greater Southdale area circulation, not only regarding cars and vehicle deliveries, but also transit and bicycle usage, and pedestrian convenience and comfort. The project is expected to result in unacceptable peak hour delays at France Avenue and West 70th Street (LOS E) for the 2025 and 2040 build scenarios. Signal timing updates are recommended to mitigate this effect. 1-B. Street Grid Establish a district-wide grid system based on blocks that are approximately 200’ x 200’. Grids are highly connected street networks that are essential for neighborhoods that balance public and private life. To the extent that grids enhance property access, they are important for unlocking land value, increasing economic benefits. The site is proposed to be divided into four “development pads” with internal streets and sidewalks. 1-C. Internal Roadways Develop prototype streetscape designs for new streets/roadways created as part of and to service redevelopment, and for possible redesign of existing streets/roadways, emphasizing legibility, pedestrian safety and comfort, street trees and other greenery, energy- efficient, pedestrian-scale lighting, and sustainability and stormwater management techniques. Sketch plan identifies amenities like boulevard trees, marked crosswalks, and stormwater management features. 1-E. Mobility Hub Develop a strategy for a mobility hub(s) that would: 1. Connect different modes of travel – walking, biking, transit, and shared mobility; 2. Integrate information technology to help travelers find, access and pay for transit and on-demand shared mobility services; and Enhance mobility for travelers of all ages and abilities. Sketch plan narrative notes on-site parking stalls for car sharing service (i.e. HourCar) will be included. These stalls should be placed in visible, convenient locations near pedestrian and bicycle facilities. Some exposed parking stalls could be converted to shared bike/scooter parking in the future. 1-G. Parking and Loading Develop a plan to establish public District shared parking facilities in key locations to service public facilities and/or to augment private parking. Future-proof parking structures by requiring flexibility and adaptability in above-ground parking structure for possible future changes in use, addressing such issues as floor-to-ceiling height and other relevant features. The proposed parking supply exceeds estimated demand by 236-472 stalls, allowing additional capacity for shared district parking. 2-A. Signature/Gateway Roadways Transform France Avenue, York Avenue, and West 66th Street with traffic-calming measures and beautification measures to discourage an increase in through traffic, enhance pedestrian/bicyclist/transit user safety and comfort, promote adjacent neighborhood livability, and establish a deeper sense of arrival and sense of place for the Greater Southdale District. Extend the identity of the Greater Southdale District beyond its edges while conversely sharing the value of its amenity with neighboring residential areas, i.e. establishing a seam rather than a border. Sketch plan narrative identifies amenities along France Avenue like boulevard trees, rain gardens, gathering areas and an “entry plaza” at the corner of France Avenue and West 70th Street. 2-B Pedestrian Circulation Create additional opportunities for pedestrians to safely and comfortably cross France and York Avenues by increasing the number of signalized intersections, including mid-block connections or other measures where appropriate, thus reducing the posted speed on these streets and facilitating a slower and more effective traffic signal progression for through traffic. Determine design and costs for: 1. New pedestrian/bike/vehicular intersections; and 2. New pedestrian/bike intersections. Create expanded sidewalks, with double rows of tree canopy, on France Avenue, York Avenue, and West 66th Street. Sketch plan proposes two pedestrian/bicycle facilities along France Avenue (one straight and wide, one meandering and narrow), with rows of trees, vegetation and landscaping on either side. 2-C. Bicycle System and Facilities Provide a continuous, on-site route for bicycles that is connected to east/west streets penetrating the site and to provide access to the adjacent neighborhoods. Applicant should consider widening internal sidewalks to 8’ (minimum) to accommodate shared pedestrian and bicycle use or install bicycle pavement markings on internal streets. Applicant should consider directional signage to the Edina Promenade and the Nine Mile Creek Regional Trail. Travel Demand Management Opportunities The applicant has proposed several strategies to support alternative modes of transportation to, from and within the site and reduce the impact of motor vehicles in the neighborhood. These include: EV charging stations Bicycle parking and a bicycle repair station Internal and perimeter sidewalks with boulevard trees, landscaping, and other buffers between motor vehicle traffic Marked pedestrian crosswalks Designated parking stalls for car sharing service (i.e. HourCar) Other strategies to consider implementing (as previously mentioned) include: Designating 5% of proposed parking (61 stalls) for EVs and making an additional 5% (61 stalls) equipped for EV conversion in the future. These stalls should be in convenient locations near primary building entrances. Installing bicycle parking stalls in convenient, well-lit locations within 50’ of a public entrance to a principal building. Rack style and spacing should follow the recommendations of the Association of Pedestrian and Bicycle Professionals (APBP). The proposed bike repair station should be located adjacent to bike parking. Widening internal sidewalks to 8’ (minimum) to accommodate shared pedestrian and bicycle use or installing bicycle pavement markings on internal streets. Maintaining or widening the existing vegetated boulevards to improve user safety and comfort. Providing additional pedestrian and bicycle crossings/connections to Brandon Square Mall to the east and Rue de France mall to the south. Placing car sharing parking stalls in visible, convenient locations near pedestrian and bicycle facilities. Minimizing the impact of delivery vehicles on pedestrian and bicycle movement through the site (directional signage, designated delivery zones, etc.). Providing directional signage/information for transportation amenities (adjacent transit services, bicycle parking, car sharing, adjacent parks/trails). Subsidizing transit passes for tenants and employees. Transportation Commission Comments Members of the Transportation Commission were given an opportunity to provide comments on the TIS and other transportation impacts of the proposed development. These comments are reflective of individual Commissioners, not the entire Commission; Support pedestrian and bicycle connections to neighboring properties (Brandon Square Mall and Rue de France). Support the bike repair station. Support reviewing turning movements and travel routes for delivery vehicles. Disappointed in lack of a balanced multi-modal approach that accommodates pedestrians and bicycles equally to vehicles. Recommend more than 61 proposed bike parking stalls given the retail uses in the area. Recommend abiding by the assumption that vehicle traffic will return to normal levels after the pandemic and considering the parking/capacity analyses accordingly. Recommend reviewing delivery vehicle parking accommodations. Recommend shared use paths be a minimum of 8’ and preferable 10’ to separate bicycles from pedestrians. 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 11000 12000 13000 14000Pressure (psi)Flow (gpm) 70TH AND FRANCE REDEVELOPMENT Flow Curve Hydrant Flow Curve Hydraulic Model Assumtions: Average day demand, Water towers at 10' below overflow, Well Pumps OFF Static Pressure +/-87 psiFire Flow = 7,000 gpm @ 20 psi INPUT DESCRIPTIONINPUT VALUEUNITSOUTPUT DESCRIPTIONOUTPUT VALUEUNITSUNITSVINEdina CobraAVERAGE TIRE TURNING ANGLE LEFT39.7DEGREESWHEELBASE258INCHESAVERAGE TIRE TURNING ANGLE RIGHT39.7DEGREESFRONT AXLESteerTek 24KAVERAGE REAR AXLE TURNING RADIUS LEFT310.7INCHES25.9FEETFRONT AXLE KPI70.87INCHESAVERAGE REAR AXLE TURNING RADIUS RIGHT310.7INCHES25.9FEETFRONT AXLE TRACK95.01INCHESOUTSIDE REAR AXLE TURNING RADIUS LEFT361.7INCHES30.1FEETFRONT TIREMichelin XFE 425/65R22.5OUTSIDE REAR AXLE TURNING RADIUS RIGHT361.7INCHES30.1FEETFRONT TIRE OVERALL WIDTH16.6INCHESINSIDE REAR AXLE TURNING RADIUS LEFT259.7INCHES21.6FEETFRONT WHEELAlcoa 12.25 X 22.5 AlINSIDE REAR AXLE TURNING RADIUS RIGHT259.7INCHES21.6FEETFRONT WHEEL INSET4.68INCHESFRONT AXLE TO FRONT OF GRILL79.37INCHESFRONT BUMPER LENGTH24INCHESFRONT BUMPER WIDTH102INCHESFRONT BUMPER CORNER RADIUS (R) OR CHAMFER (C)? RFRONT BUMPER CORNER RADIUS9 INCHESLEFT TURN CRAMP INSIDE ANGLE43DEGREESLEFT TURN CRAMP OUTSIDE ANGLE36.41DEGREESRIGHT TURN CRAMP INSIDE ANGLE43DEGREESRIGHT TURN CRAMP OUTSIDE ANGLE36.41DEGREESOUTPUT DESCRIPTIONOUTPUT VALUEUNITSUNITSTURNING RADIUS LEFT441.5INCHES36.8FEETTURNING RADIUS RIGHT441.5INCHES36.8FEETCURB‐TO‐CURB RADIUS LEFT449.8INCHES37.5FEETCURB‐TO‐CURB RADIUS RIGHT449.8INCHES37.5FEETWALL‐TO‐WALL RADIUS LEFT507.6INCHES42.3FEETWALL‐TO‐WALL RADIUS RIGHT507.6INCHES42.3FEETRosenbauer Motors v. 10282015mjbTURNING RADIUS CALCULATIONS BASED ON AVERAGE OF INNER AND OUTER FRONT WHEEL CRAMP ANGLES INPUT DESCRIPTIONINPUT VALUEUNITSOUTPUT DESCRIPTIONOUTPUT VALUEUNITSUNITSVINEdina PumpersAVERAGE TIRE TURNING ANGLE LEFT40.6DEGREESWHEELBASE203INCHESAVERAGE TIRE TURNING ANGLE RIGHT40.6DEGREESFRONT AXLESteerTek 20KAVERAGE REAR AXLE TURNING RADIUS LEFT236.6INCHES19.7FEETFRONT AXLE KPI70.87INCHESAVERAGE REAR AXLE TURNING RADIUS RIGHT236.6INCHES19.7FEETFRONT AXLE TRACK95.01INCHESOUTSIDE REAR AXLE TURNING RADIUS LEFT287.6INCHES24.0FEETFRONT TIREX Multiway HD XZE 385OUTSIDE REAR AXLE TURNING RADIUS RIGHT287.6INCHES24.0FEETFRONT TIRE OVERALL WIDTH15.1INCHESINSIDE REAR AXLE TURNING RADIUS LEFT185.6INCHES15.5FEETFRONT WHEELAlcoa 12.25 X 22.5 AlINSIDE REAR AXLE TURNING RADIUS RIGHT185.6INCHES15.5FEETFRONT WHEEL INSET4.68INCHESFRONT AXLE TO FRONT OF GRILL79.37INCHESFRONT BUMPER LENGTH24INCHESFRONT BUMPER WIDTH102INCHESFRONT BUMPER CORNER RADIUS (R) OR CHAMFER (C)? RFRONT BUMPER CORNER RADIUS0.125 INCHESLEFT TURN CRAMP INSIDE ANGLE45DEGREESLEFT TURN CRAMP OUTSIDE ANGLE36.26DEGREESRIGHT TURN CRAMP INSIDE ANGLE45DEGREESRIGHT TURN CRAMP OUTSIDE ANGLE36.26DEGREESOUTPUT DESCRIPTIONOUTPUT VALUEUNITSUNITSTURNING RADIUS LEFT349.2INCHES29.1FEETTURNING RADIUS RIGHT349.2INCHES29.1FEETCURB‐TO‐CURB RADIUS LEFT356.7INCHES29.7FEETCURB‐TO‐CURB RADIUS RIGHT356.7INCHES29.7FEETWALL‐TO‐WALL RADIUS LEFT420.2INCHES35.0FEETWALL‐TO‐WALL RADIUS RIGHT420.2INCHES35.0FEETRosenbauer Motors v. 10282015mjbTURNING RADIUS CALCULATIONS BASED ON AVERAGE OF INNER AND OUTER FRONT WHEEL CRAMP ANGLES ☒City Council Approved: Click here to enter a date. ☐City-Wide Revised: Click here to enter a date. ☐Department City of Edina Policy Sustainable Building Policy The Edina community is dedicated to building a sustainable environment where current and future generations benefit from clean air and water, climate and community resiliency, and access to nature, as reflected in City Council value statements. In particular, the City recognizes the risks of climate change and has set a goal of reducing greenhouse gas emissions 30% by 2025. Since the built environment is a significant contributor to Edina’s greenhouse gas footprint, it is important that new developments are built to minimize emissions and environmental impact during construction as well as the operation of buildings. Developments that seek City funding or land use incentives can join the City in these goals and meet set sustainable building requirements. As such, the City of Edina adopts the following Sustainable Building Policy: POLICY REQUIREMENTS 1.New Construction or Major Renovations to which this policy applies are required to be certified under an eligible Sustainable Building Rating System at the listed rating level, and must meet the standards set forth in the Edina Overlay. Applicants may choose one Sustainable Building Rating System with which to comply, and must comply with the full Edina Overlay. Applicable versions of Sustainable Rating Systems and Overlay standards include the most recent or current iteration of a rating system in existence at the time of development application. 1.“Sustainable Building Rating System” means any of the following: i.US Green Building Council’s LEED building construction or operations; Certified Silver, Gold or Platinum, 1.US Green Building Council’s SITES Certification can be used in tandem with LEED for suitable public facilities ii.State of Minnesota’s B3 Guidelines; Certified Compliant iii.Enterprise’s Green Communities; Certified iv.Green Business Certification Inc.’s Parksmart; Certified Silver or Gold b.Equivalent substitute standards may be utilized at the discretion of the Sustainability Division. 2.“Edina Overlay” means specific measurable standards that New Construction and Major Renovations must meet regardless of sustainable rating system. The Edina Overlay requires: a.Building greenhouse gas emission predictions using agreed upon methodology i.Calculate and report to Sustainability Division. b.Electric vehicle charging capability for at least 15% of parking stalls ATTACHMENT 3 Page | 2 “Level 2” electric vehicle charging capability means chargers with voltage greater than 120 and includes 240. i. 5% of parking stalls must install Level 2 or higher charging stations at the time of construction –AND- ii. Install conduit that allows 10% of spaces dedicated to Level 2 or higher charging stations, which could be installed at a future date c. Energy efficiency standard i. For 1-4 unit residential projects: 1. Follow US Department of Energy Zero Energy Ready Homes ii. For all other residential and commercial projects: 1. Follow B3 Sustainable Building 2030 Energy Standard d. Bird-safe glazing i. For projects seeking LEED certification: 1. Achieve bird collision deterrence point ii. For projects seeking all other Sustainable Rating Systems: 1. Follow B3 Guideline S.9: Bird-Safe Building APPLICABILITY 1. This Policy applies to all of the following New Construction and Major Renovation Projects. For the purpose of this policy, the definitions of “Major Renovation” and “New Construction” shall be: a. “Major Renovation” means renovation work performed on an existing building or portion thereof consisting of at least 10,000 square feet (gross) for non-municipal buildings and 2,500 square feet (gross) for municipal buildings, and requiring installation of new mechanical, ventilation, or cooling systems, or the replacement of such systems. b. “New Construction” means the planning, design, construction and commissioning of a new building, or an addition of at least 10,000 square feet to an existing building if such addition requires installation of new mechanical, ventilation, or cooling systems. 2. Public Facilities owned or operated by the City of Edina or the HRA. 3. Facilities of which the City or HRA are, or will become, the sole tenant. 4. Facilities rezoned with Planned Unit Development (PUD) District zoning. 5. Private Facilities receiving Financial Assistance. a. “Financial Assistance” means funds provided for New Construction or Major Renovations projects provided by agreement from the City of Edina or the Edina Housing and Redevelopment Authority (HRA), including: Page | 3 i. Tax Increment Financing (TIF) ii. HRA Funds iii. Metropolitan Council Livable Communities Grant iv. Housing Improvement Area v. Affordable Housing Trust Fund vi. Conduit Bonds vii. Land write-downs below market value viii. Other funds that are available to the City of Edina and Edina HRA Notwithstanding the above, Financial Assistance does not include environmental remediation funds such as the following: i. Department of Employment and Economic Development (DEED) Cleanup and Investigation Grants ii. Met Council Tax Base Revitalization Account (TBRA) Contamination Cleanup Grants iii. Met Council TBRA Site Investigation Grants COMPLIANCE 1. For any projects to which this policy applies, compliance is a condition of receipt of Financial Assistance or Planned Unit Development approval. 2. Buildings will demonstrate ongoing compliance with this Policy to advance to the next stage of construction or operation, including necessary permit issuance. 3. The requirements of this Policy may be waived, in whole or in part, by the City Council after consideration of the advantages and disadvantages of a waiver, and upon demonstration by the Sustainability Division of a compelling public purpose. Applicable portions of this Policy are contingent upon availability of programs at participating utility companies. This Policy may be amended or discontinued without prior notice. Effective date: April 1, 2022 Originally adopted: November 16, 2021 LEED v4 for BD+C: New Construction and Major Renovation Project Checklist Y ? N 1 Credit 1 Project Complies 7 1 8 16 Discussion Credit 16 N/A 1 Credit 1 Project Complies 2 Credit 2 Not historic, no priority destination, not a brownfield 4 1 Credit 5 Substitution from V4.1 Residential. Multiple uses, but lacks variety to gain all points. 1 4 Credit 5 Not enough different routes within a 1/4 mile radius 1 Credit 1 Need enclosed bike storage for 267 Bikes. Can't use residential units for storage 1 Credit 1 Would need to remove 180 parking spaces. 40% reduction due to surrounding density and quality transit 1 Credit Green Vehicles 1 Project Complies 4 2 4 10 Y Prereq Required Project Complies 1 Credit 1 Project Complies 1 1 Credit 2 Substitution from v4.1 residential. Need to provide $0.20/sf to conservation land trust within the same eco region. $98,000 1 Credit 1 Project Complies 3 Credit 3 Would need to add rainwater capture with cistern - not financially feasible. 2 Credit 2 Project Complies - covered parking 1 Credit 1 Posible, but could be challenging with security/safety lighting & building signage 5 2 4 11 Y Prereq Required Project Complies Y Prereq Required Project Complies Y Prereq Building-Level Water Metering Required Project Complies 1 1 Credit 2 Depends on plan bed materials and grass. REDUCITON: 50% = 1 Point, 100% = 2 Points 4 1 1 Credit 6 40% Reduction = 4 Points, higher reductions should be vetted with maintenance. Low flow can impact maintenance. 2 Credit 2 No cooling tower, Mechanical cooling would need to change,. No location for cooling tower. 1 Credit Water Metering - subsystem metering 1 Add two additional water meters. Currently not included in project. 9 9 15 33 Y Prereq Required Project Complies Y Prereq Required Project Complies Y Prereq Required Project Complies Y Prereq Required Project Complies 5 1 Credit 6 Would need a '3rd party CxA, + Envelope CX for 5 points. 3rd Party CxA+Continuous+Envelope for 6 points. 9 9 Credit 18 ASHRAE 90.1-2016= MN Energy Code. Current design approximately 22% reduction in energy 1 Credit 1 Not Feasible - O&M Management of hundereds of meters not sustainable 2 Credit 2 Not Feasible - Inconvenient for residents, not curtailing heating and cooling 1 2 Credit 3 To be studied for ROI feasibility 1 Credit 1 Further study when cooling equipment is specified. VRF line lengths make compliance difficult 2 Credit 2 Finacially challenging. 5 year commitment is approximately $340,000 for 2 Points. $170,000 for 1 Points 4 1 8 13 Y Prereq Required Project Complies Y Prereq Required Project Complies 1 1 3 Credit 5 LCA is included per city requirement for 1 Point. 5% reduction potentially feasible in structure & enclosure 1 1 Credit 2 20 EPD's from 5 different manufacturers 2 Credit 2 Difficult procurement and documentation 2 Credit Building Product Disclosure and Optimization - Material Ingredients 2 Difficult Documentation 2 Credit 2 Comingled waste with 75% diversion and 2 waste streams (comingled, concrete and steel) Might be tricky with site constraints and not enough space for all the needed dumpsters 7 4 5 Indoor Environmental Quality 16 Y Prereq Required Project Complies Y Prereq Required Project Complies 1 1 Credit 2 Entryway systems, MERV 13 filters in DOAS Unit 1 1 1 Credit 3 2 Categories are feasible, 3 are maybe, 4 will be difficult 1 Credit Construction IAQ Management Plan 1 Project Complies 2 Credit 2 Not feasible with construction timeline and occupancy 1 Credit 1 Project Complies 1 1 Credit 2 Project Complies with 1 Point for control. Lighting quality can not be guaranteed for residential. Not applicable for residential 1 2 Credit 3 Need calculations and apartment layouts. This will be time consuming for the modeler and will require additional design fees 1 Credit 1 Need calculations and apartment layouts. This will be time consuming for the modeler and will require additional design fees 1 Credit 1 Projects Complies 2 2 2 Innovation 6 1 2 2 Credit 5 1 Point for tenant survey for comfort performed every 2 years. 2 additional points are "maybe" additional 2 points can be time consuming and callanging, but feasibl e for a few points. 1 Credit 1 Julianne has BD+ C credentials 1 0 3 Regional Priority 4 1 Credit Regional Priority: Outdoor water use reduction 1 1 Credit Regional Priority: Specific Credit 1 1 Credit Regional Priority: Specific Credit 1 1 Credit Regional Priority: Specific Credit 1 40 21 49 TOTALS Possible Points: 110 Regional Priority Credits Enhanced indoor air quality strategies - need 2 pts Reduced parking footprint - need 1 pt Building product desclosure and optimization - sourcing of raw materials - need 1 pt Outdoor water use reduction - need 1 pt Renewable energy production - need 1 pt Site development - protect or restore habitat - need 2 pts Innovation LEED Accredited Professional Certified: 40 to 49 points, Silver: 50 to 59 points, Gold: 60 to 79 points, Platinum: 80 to 110 Indoor Air Quality Assessment Thermal Comfort Interior Lighting Daylight Quality Views Acoustic Performance Low-Emitting Materials Green Power and Carbon Offsets Materials and Resources Storage and Collection of Recyclables Construction and Demolition Waste Management Planning Building Life-Cycle Impact Reduction (SUB 4.1 Resi) Building Product Disclosure and Optimization - Environmental Product Declarations Building Product Disclosure and Optimization - Sourcing of Raw Materials Construction and Demolition Waste Management (SUB 4.1 Resi) Minimum Indoor Air Quality Performance Environmental Tobacco Smoke Control Enhanced Indoor Air Quality Strategies Enhanced Refrigerant Management Cooling Tower Water Use Energy and Atmosphere Fundamental Commissioning and Verification Minimum Energy Performance Building-Level Energy Metering Fundamental Refrigerant Management Enhanced Commissioning Optimize Energy Performance Advanced Energy Metering Demand Response Renewable Energy Production Indoor Water Use Reduction Rainwater Management Heat Island Reduction Light Pollution Reduction Water Efficiency Outdoor Water Use Reduction Indoor Water Use Reduction Outdoor Water Use Reduction Open Space (SUB 4.1 Resi) LEED for Neighborhood Development Location Sensitive Land Protection High Priority Site Surrounding Density and Diverse Uses (SUB 4.1 Resi) Access to Quality Transit Bicycle Facilities Reduced Parking Footprint Sustainable Sites Construction Activity Pollution Prevention Site Assessment Site Development - Protect or Restore Habitat (SUB 4.1 Resi) Location and Transportation Integrative Process EXHIBIT A Total Cost N/A - Base Design Total Cost LT - 6 Bike Storage (267 bikes, removes parking stalls)$0 SS - 2-V4.1 Site Development - Protect Habitat (Donation)100,000$ WE - 4 Water Metering - 2 sub-metering to each room 488,414$ EA - 1 Enhanced Commissioning - HVAC 200,000$ EA - 1 Enhanced Commissioning - Envelope 150,000$ EA - 6 Enhanced Refrigerant Calc 5,000$ EA - 7 Green Power Off-Sets 340,000$ EQ - 8 Quality Views (Design, Review) - NO BIRD SAFE GLASS 15,000$ Innovation Credit - Green Building Education 10,000$ Total Construction Cost 1,308,414$ Sustainability Costs - V4.0 New Construction Edina, MN Residental - Block A Certified Costs Added Costs to Silver Block A Printed on: 5/20/2022 70th & France – Edina, MN Sustainability Update Julianne Laue, LEEP AP, BEMP, BEAP Mary Roggenbuck, LFA Mortenson Construction 700 Meadow Lane N Minneapolis, MN 55422 January 19, 2022 CONTENTS Summary of Sustainability Goals ..................................... 2 Sustainable Building Policy Impacts Site A: Multifamily Housing .................................... 4 Site B: Commercial Office ...................................... 7 Site C: Parking Ramp ............................................. 9 APPENDIX – Harvard 9 Foundations of a Healthy Building EXHIBIT B Mortenson Construction 2 70th & France Sustainable Building Policy Reviewx xxxxx SUMMARY OF SUSTAINABILITY GOALS Initial sustainability goals for 70th and France were developed through thoughtful consideration and adherence to the City of Edina Sustainable Development Questionnaire. These goals included the specific requirements of the Sustainable Development Questionnaire as follows: Use of Energy Design Assistance Energy Star Target finder for energy goal setting Designed to meet ASHRAE 90.1‐2016 Energy Standard Green roof Study of renewable energy Water Management Climate responsive landscaping Pollinator friendly plantings Tree cover to minimize heat gain on site Water efficient landscaping Sustainable plantings that increase carbon sequestration over time Recycling and Organics Composting Bike parking / bike network EV Charging Parking for car‐sharing vehicles In addition to meeting the goals of the Sustainable Development Questionnaire, the team reviewed sustainability within the following categories and provided strategies that exceeded the requirements in the Questionnaire. These are listed in the table below: • Low flow plumbing fixtures in Residential Tower and Office • Native Plantings ‐ no watering after initial establishment period – Biodiversity and habitat tie in • High Efficiency washing machines and dishwashers • Limited landscape potable water use • Strategic water metering to track and improve performance over time • Storm Water filtration areas • Study and utilize lower carbon building materials where feasible (Embodied) • Prefab for less material waste and handling • Investigate use of higher efficiency or electric construction equipment (reduce fuel consumption) • Anti‐idling policy during safe climate conditions Mortenson Construction 3 70th & France Sustainable Building Policy Reviewx xxxxx • Less waste overall ‐ minimize construction waste through prefab and quality control. • Less waste to landfill via 5s program (sorting and separation) • Tenant recycling programs • Organics recycling with City of Edina • Maximize connections to nature. • Native plantings • Diverse landscape • Pollinator friendly • Study and implement bird safe strategies when feasible • Green roof • Mass transit (bussing) • Close to Bike network (9 Mile Creek Trail) • Investigating car share • EV opportunities • Close to amenities ‐ limits need for transportation • High performing envelopes ‐ study efficiencies of roof, wall, and glazing assemblies to maximize efficiency • Low interior lighting power densities in common spaces, circulation, and parking garage • Responsible exterior lighting strategies that focus on energy efficiency, safety, and security • Lighting controls • High performing HVAC systems with building automation • Energy Star Appliances where applicable • Domestic hot water heating strategies • Strategic energy metering to track and improve building performance over time. • Xcel Energy EDA program • Displays of on‐site Sustainability in common areas • Provide a feature guide ‐ display the sustainability features that were chosen • Provide education brochures on sustainability features • Fitness Center in Residential Tower and Office Building • 2 Outdoor Plaza ‐ one lineal green • Optimized ventilation (outdoor) air for occupants • Healthy Material Selection ‐ low/no VOC • Maintain thermal comfort through good temperature and relative humidity • Focus on safety and security for tenants, visitors, and guests • Connection to local bike paths + encourage outdoor activities • Design and construction team meeting early and often to optimize design for energy efficiency, wellness, and sustainability while maintaining schedule, scope, and budget Mortenson Construction 4 70th & France Sustainable Building Policy Reviewx xxxxx Being mindful about how this project affects the surrounding environment over its entire life Materials selection Durability Recycle/reuse at end of life Deconstruction • Exploration of EV strategies and implementation Through the entitlement process, additional feedback was received from the City of Edina and the project team offered additional sustainability strategies including targeting LEED certification for the Multifamily Residential site, Harvard 9 for the commercial office site, and Parksmart certification for the parking ramp. In November, the City of Edina adopted a new Sustainable Building Policy that requires increased sustainability compliance beyond the Sustainable Development Questionnaire and rating system certifications. The next section of this report outlines the project impacts from the new policy. SUSTAINABLE BUILDING POLICY IMPACTS The City of Edina Sustainable Building Policy adopted on November 16, 2021, goes into effect April 1, 2022. This policy impacts the 70th and France development by requiring the use of a “Sustainable Building Rating System” along with the “Edina Overlay”. The following table has columns indicating the categories of the requirements of the policy and rows for each building on the 70th and France site. The information in the corresponding boxes indicate the specific requirement along with a proposal from the project team for compliance on these projects. SITE A: Multifamily Housing Summary information is included in the following table and detailed information is described in the following paragraphs: SITE RATING SYSTEM GHG PREDICTION EV CHARGING SB2030 COMPLIANCE BIRD SAFE GLAZING SITE A: MULTIFAMILY HOUSING Policy: LEED Silver Proposed: LEED Certified (Stretch goal to Silver) Policy: Report building GHG prediction using “agreed upon methodology” Proposed: Use LCA analysis through Tally or EC3. In Compliance Policy: 80% Reduction from 2003 Baseline. Proposed: Energy reduction within end use categories of control. Policy: Per pilot LEED Credit. Proposed: No Bird Safe Glazing Mortenson Construction 5 70th & France Sustainable Building Policy Reviewx xxxxx Rating System: The project team currently has a clarification request submitted to the USGBC surrounding the appropriate rating system for High Rise Residential. In our research we have found some places say that residential buildings over 6+ stories require the use of BC+C. There is also language within LEED 4.1 that says Residential is the rating system for all multifamily projects and that if using v4.1, LEED BD+C can't be used. Additionally, the LEED GA training says residential 9+ stories are included in NC. Independent of the required rating system, the team believes that LEED Certified with strong energy points is achievable, but achievement of silver exceeds project feasibility. GHG Prediction: The Sustainable Building Policy is vague in its definition of GHG prediction. Current best practice within sustainability is a Life Cycle Analysis or LCA using software such as Athena, Tally, or EC3. This practice is outlined in both LEED credits and LCA Zero Carbon certification. It will be important for the City to clarify what they mean by GHG Prediction and anticipated acceptable methodologies for calculation. The project team proposes an LCA analysis. EV Charging: EV charging is provided in accordance with the current policy. SB2030 Compliance: The team has used the SB2030 As Designed Tool to set an SB2030 energy use intensity (EUI) baseline. This tool is found at: https://sb2030_v3_0_100.twgi.com/#/intro. A preliminary energy model was then generated to reflect a compliant baseline building achieving the same EUI and then modifications made to the model to show compliance with the current Minnesota Energy Code, LEED Energy Baseline Code, and current design. It should be noted that the Minnesota Energy Code is ASHRAE 90.1‐2016 and the LEED Energy Baseline Code is also ASHRAE 90.1‐2016. Since those codes are the same, one MN Code/LEED base model was run. The results of this analysis are shown in the graph entitled “USB Multifamily Residential Energy”. The graph shows the three simulation runs along with their energy end use categories. Energy end use categories allows the energy modeler to see where the energy is being used in the building. In this case the end use categories studied are cooling, heating, fans, domestic hot water (DWH), lighting, equipment, and other. In this study, equipment includes all things plugged into the building as well as elevators. Any personal property such as TV’s, speakers, computers, etc are considered equipment as well as range, oven, refrigerator, washer, dryer, etc. The “other” category includes the pool. In the SB2030 baseline model, the EUI target set by the SB2030 calculator was 101 kbtu/sf per year. The MN Code/LEED base EUI was 75, the current design EUI prediction is 58 and the SB2030 target is 20 kBtu/sf per year. The current project design does not comply with SB2030, however has a 60% reduction in heating, ventilating, and air conditioning (HVAC) loads. Without the use of ground source heat pumps, it will be difficult to reduce HVAC loads further. The other loads of DHW, lighting, and equipment have also been reduced from the base, but further load reduction is limited due to current technologies. Because of these findings, the project team recommends setting an EUI target for the design of the project closer to the 60% HVAC EUI reduction vs. 80% reduction of the EUI for the full building and setting a target EUI for SITE A to be 60 kBtu/sf per year. Mortenson Construction 6 70th & France Sustainable Building Policy Reviewx xxxxx Bird Safe Glazing: Due to cost and aesthetic impacts as well as reduction in views, bird safe glazing is not feasible for this project. In order to achieve views credits for LEED, glazing needs to be clear. Additionally, frit required on west, south, and east glazing will reduce the solar heat gain potential that helps offset heating loads. Using the frit will increase the EUI of the building and increase the need for heating. Mortenson Construction 7 70th & France Sustainable Building Policy Reviewx xxxxx SITE B: Commercial Office Summary information is included in the following table and detailed information is described in the following paragraphs. SITE RATING SYSTEM GHG PREDICTION EV CHARGING SB2030 COMPLIANCE BIRD SAFE GLAZING SITE B: COMMERCIAL OFFICE (CORE AND SHELL) Policy: Certify through LEED, LBC, B3 Proposed: Harvard 9 (Stretch goal to LEED Certified) Policy: Report building GHG prediction using “agreed upon methodology” Proposal: Use LCA analysis through Tally or EC3. In Compliance Policy: 80% Reduction from 2003 Baseline. Proposed: Energy Star Certification & Tenant guidelines for energy conservation. Policy: B3 S9 Guidelines Proposed: No Bird Safe Glazing Rating System: “The 9 Foundations of a Healthy Building” was created by a multidisciplinary team of experts from the Healthy Buildings Program at the Harvard T.H. Chan School of Public Health. The 9 Foundations curated summaries are designed to be a clear and actionable distillation of the core elements of healthy indoor environments. The actionable items of the 9 Foundations are measurable and the project team commits to meeting the items within the Foundations. (In depth detail on the foundations is provided in the appendix). In addition to the Harvard 9 Foundations of a Healthy Building, the project will include tenant sustainability guidelines and the recommendation for tenants to achieve LEED Commercial Interiors (CI) certification for their spaces as well as achieve Energy Star Certification (see SB2030 paragraph for more detail). GHG Prediction: The Sustainable Building Policy is vague in its definition of GHG prediction. Current best practice within sustainability is a Life Cycle Analysis or LCA using software such as Athena, Tally, or EC3. This practice is outlined in both LEED credits and LCA Zero Carbon certification. It will be important for the City to Clarify what they mean by GHG Prediction and anticipated acceptable methodologies for calculation. The project team proposes an LCA analysis. EV Charging: EV charging is provided in accordance with the current policy. SB2030 Compliance: The team has used the SB2030 As Designed Tool to set an SB2030 energy use intensity (EUI) baseline. This tool is found at: https://sb2030_v3_0_100.twgi.com/#/intro. A preliminary energy model was then generated to reflect a compliant baseline building achieving the same EUI and then modifications made to the model to show compliance with the current Minnesota Energy Code, LEED Energy Baseline Code, and current design. It should be noted that the Minnesota Energy Code is ASHRAE 90.1‐2016 and the LEED Energy Baseline Code is also ASHRAE 90.1‐2016. Since those codes are the same, one MN Code/LEED base model was run. The results of this analysis are shown in the graph entitled “USB Commercial Offce Energy”. The graph shows the three simulation runs along with their energy end use categories. Energy end use categories allows the energy modeler to see where the energy is being used in the building. In this case the end Mortenson Construction 8 70th & France Sustainable Building Policy Reviewx xxxxx use categories studied are cooling, heating, fans, pumps, domestic hot water (DWH), lighting, and equipment, and other. In this study, equipment includes all things plugged into the building as well as elevators. These include computers, monitors, servers, break room equipment, copiers, etc. In the SB2030 baseline model the EUI target set by the SB2030 calculator was 97 kbtu/sf per year. The MN Code/LEED base EUI was 66, and the current design EUI prediction is 63. The SB2030 compliance EUI is 19. The current project design does not comply with SB2030 and shows a reduction of 40% from the SB2030 Baseline. A well‐recognized certification for energy efficient buildings is Energy Star Certification. This is especially true for multi‐tenant office space. In conjunction with the Harvard 9 wellness metrics, Energy Star Certification is valuable to leased office space. SITE B is currently designed to Energy Star Certification which would require an EUI of 65 kBtu/sf per year. Mortenson Construction 9 70th & France Sustainable Building Policy Reviewx xxxxx Bird Safe Glazing: Due to cost and aesthetic impacts as well as reduction in views, bird safe glazing is not feasible for this project. The impact to views could have a negative impact on achieving Harvard 9 goals. Additionally, frit required on west, south, and east glazing will reduce the solar heat gain potential that helps offset heating loads. Using the frit will increase the EUI of the building and increase the need for heating. SITE C: Parking Ramp Summary information is included in the following table and detailed information is described in the following paragraphs: Rating System: Parksmart certified. GHG Prediction: The Sustainable Building Policy is vague in its definition of GHG prediction. Current best practice within sustainability is a Life Cycle Analysis or LCA using software such as Athena, Tally, or EC3. This practice is outlined in both LEED credits and LCA Zero Carbon certification. It will be important for the City to Clarify what they mean by GHG Prediction and anticipated acceptable methodologies for calculation. The project team proposes an LCA analysis. EV Charging: EV charging is provided in accordance with the current policy. SB2030 Compliance: The project team is committed to low energy consumption within the parking structure. Lighting loads, vestibule conditioning, conveyance (elevators), and other miscellaneous loads will be studied, and the team commits to the lowest energy use possible without compromising safety and convenience of use. Energy consumption of a parking garage is typically between 5%‐20% of its supported building use. To ensure a low energy design for the parking ramp, the team will utilize current best practices along with NREL’s Low‐ Energy Parking Structure Design Guide for owners and design teams. Strategies reviewed include: o Maximize natural ventilation vs. mechanical exhaust for VOC control o Maximize daylighting to provide up to 100% energy use reduction for electric lighting during daylight hours o 0.05‐0.18 w/ft2 installed load depending on illuminance requirements. o Occupancy and daylight controls o Concern for safety and way finding, drive time, and alight use. Flow considerations reduce energy use by 75% during nighttime hours (can vary based on garage use patterns). Bird Safe Glazing: Not applicable SITE RATING SYSTEM GHG PREDICTION EV CHARGING SB2030 COMPLIANCE BIRD SAFE GLAZING SITE C: PARKING RAMP Policy: Parksmart Silver Proposed: Parksmart Certified (Stretch goal to Silver) Policy: Report building GHG prediction using “agreed upon methodology” Proposal: Use LCA analysis through Tally or EC3. In Compliance Policy: 80% Reduction from 2003 Baseline. Proposed: Energy reduction within end use categories of control. Not applicable Mortenson Construction 10 70th & France Sustainable Building Policy Reviewx xxxxx APPENDIX Harvard 9 Foundations of a Healthy Building https://forhealth.org/9_Foundations_of_a_Healthy_Building.February_2017.pdf EXHIBIT C Center for Sustainable Building Research (CSBR) SB2020 & Birdsafe historical compliance – Email correspondence with Pat Smith. Additional information on Question 2: Prior to 2020 SB2030 allowed projects to use an exemption to the energy reduction requirements if the proposed energy reduction measures took longer than 15 years to payback. This exemption does not apply to projects post 2020. EXHIBIT C 1 Julianne Laue From:Patrick Smith <patsmith@umn.edu> Sent:Thursday, May 19, 2022 9:42 PM To:Julianne Laue Cc:Brent Webb; Mary Roggenbuck; Ted Carlson; Nate Podratz; Tom Atchinson; Drew Stafford; Dan Lessor; Lauren Boedeker Subject:Re: SB2030 & B3 for Market Rate Development Projects Follow Up Flag:Follow up Flag Status:Flagged CAUTION: External Sender. Use caution when clicking on links or attachments. Julianne, 1. With the 80% reduction required for SB2030 compliance, have ANY buildings (including market rate development projects) achieved compliance without using renewable energy (onsite or offsite)? If so, can you give us insight as to the building types complying? There is one mid-stream that we haven't yet reviewed which is close (multifamily); but until we've got their model picked apart I'm hesitant to say that it will get there without renewables. A few others are looking to ground-couple (Darcy) that will also be close. One that I can pull is a University project (not a lab) with low airflow rates. 1. SB2030 has been required for many years. How successful have market rate development projects been in complying without the use of renewable energy or variances? (Including those done previous to the 80% reduction). Pre-2020 we didn't have the scale-jumping mechanism as part of the program; those projects were required to meet either the 70% better or everything up to a 15-year payback (which was the older "adjusted standard process). 1. Are you aware of any market rate developments incorporating bird safe glazing in accordance with the B3 guidelines? If so, can you give examples. Not off the top of my head--as all of the Saint Paul market rate work is SB 2030 but not generally full B3. There are some affordable projects that have done full B3 but I don't believe any market rate has. I will note that there are now more external applied (and therefore more effective for the % of coverage) dot/film products that are both pretty cost effective and that can be applied to standard glazing. I think part of this is coming from several cities moving towards bird-safe glazing requirements. Pat On Wed, May 18, 2022 at 10:29 AM Julianne Laue <Julianne.Laue@mortenson.com> wrote: Hi Pat, 2 I have a couple of questions regarding SB2030 compliance. 1. With the 80% reduction required for SB2030 compliance, have ANY buildings (including market rate development projects) achieved compliance without using renewable energy (onsite or offsite)? If so, can you give us insight as to the building types complying? 2. SB2030 has been required for many years. How successful have market rate development projects been in complying without the use of renewable energy or variances? (Including those done previous to the 80% reduction). 3. Are you aware of any market rate developments incorporating bird safe glazing in accordance with the B3 guidelines? If so, can you give examples. Thanks! Julianne Laue, PE*, LEED AP BD+C, BEMP, BEAP Director of Building Performance 700 Meadow Lane North Minneapolis, MN 55422 *Licensed Mechanical Engineer in MN, OK, NV Mortenson | Let’s Redefine Possible™ direct 763.287.5749 | mobile 612.804.6566 julianne.laue@mortenson.com www.mortenson.com/Building-Performance -- Patrick Smith Center for Sustainable Building Research EXHIBIT D 3/14/22, 9:41 AM Bird collision deterrence | U.S. Green Building Council https://www.usgbc.org/credits/new-construction-core-and-shell-schools-new-construction-retail-new-construction-data-41 1/4 LEED BD+C: New Construction v4 - LEED v4 Pilot credits SSpc55 | Possible 1 Points Share on Bird collision deterrence All creditsLanguageGuideAddendaResourcesCoursesForum Intent Reduce bird injury and mortality from in-flight collisions with buildings. Requirements Comply with the “Building façade and site structures,” “Exterior lighting,” and “Performance monitoring plan” requirements below. Building façade and site structures Develop a building façade and site design strategy to make the building and site structures visible as physical barriers to birds. If all materials on the building façade have a Threat Factor of 15 or below, the project is exempt from the building façade requirements and the following Bird Collision Threat Rating calculations are not required. If any material on the building façade has a Threat Factor above 15, then the Bird Collision Threat Factor Rating calculations are required. All other structures on the site, including, but not limited to handrails, guardrails, windscreens, noise barriers, gazebos, pool safety fencing, bus shelters, band shells, etc. must be constructed entirely of materials with a threat score value of 15 or less. Steps for calculating the Bird Collision Threat Rating (BCTR) First separate each building facade into Façade Zone 1 and Façade Zone 2. Façade Zone 1 includes the first 36 feet above grade, measured from grade at all points, as well as 12 feet above any green roof. Façade Zone 2 includes all façade areas above 36 feet. Establish total areas for Façade Zone 1, Façade Zone 2 and for the Adjusted Building Façade Area. Then identify the Material Types present on each façade, the corresponding Threat Factor of each material (for detailed types and associated threat factors, see the Bird Collision Deterrence Material Threat Factors developed by the American Bird Conservancy), and the total area of each Material Type. Lastly, establish the Factored Area for each Zone. No more than 15% of the facade area in Façade Zone 1 can have a Threat Factor higher than 75. This area is quantified separately as the Hazardous Glazing Factor (HGF) in the calculator. However, more than 15% of the glazed area in Zone 2 may have a Factor higher than 75. All glazed corners or fly-through conditions must have a Threat Factor less than or equal to 25. Table 1: General material types: threat potential Material Type Greatest Threat Potential Glass: Highly reflective and/ or completely transparent surface 3/14/22, 9:41 AM Bird collision deterrence | U.S. Green Building Council https://www.usgbc.org/credits/new-construction-core-and-shell-schools-new-construction-retail-new-construction-data-41 2/4 Using the formulas below, achieve a maximum total building Bird Collision Threat Rating (BCTR) of 15 or less. The Bird Collision Threat Rating Calculation Spreadsheet can also be used. For each Façade Zone, calculate the Factored Area: [(Material Type 1 Threat Factor) x (Material Type Area)] + [(Material Type 2 Threat Factor) x (Material Type Area)]… = Façade Zone Factored Area Determine the Adjusted Building Façade Area: [(2 x Zone 1 Area) + Zone 2 Area] = Adjusted Building Façade Area Calculate the total building Bird Collision Threat Rating by dividing the sum of Zone 1 and Zone 2 Factored Areas by the Adjusted Building Façade Area: (Zone 1 Factored Area + Zone 2 Factored Area) / Adjusted Building Façade Area = Total Building BCTR AND Exterior lighting Exterior building fixtures that are not necessary for safety, building entrances, and circulation shall be automatically shut off from midnight until 6 a.m. Manual override capability may be provided for occasional after-hours use. In addition, meet these requirements for all exterior luminaires located inside the project boundary (except those listed under “Exemptions”), based on the following: The photometric characteristics of each luminaire when mounted in the same orientation and tilt as specified in the project design; and The lighting zone of the project property (at the time construction begins). Classify the project under one lighting zone using the lighting zones definitions provided in the Illuminating Engineering Society and International Dark Sky Association (IES/IDA) Model Lighting Ordinance (MLO) User Guide. Do not exceed the following luminaire uplight ratings, based on the specific light source installed in the luminaire, as defined in IES TM-15-11, Addendum A. Table 2. Maximum uplight ratings for luminaires Glass: Reflective or transparent surface interrupted by a visible pattern based on the 2 x 4 Rule*. Glass: Reflective or transparent surface shielded by screens, shutters, or louvers where the resultant exposed glass satisfies the 2 x 4 Rule*. Glass: Translucent with matte or textured surface Least Threat Potential Opaque surface *The 2 x 4 Rule is defined as a collision deterrence module based upon the physical profile of a bird in flight. Current research has established maximum module dimensions of 2” high x 4” wide. MLO lighting zone Luminaire uplight rating LZ0 U0 3/14/22, 9:41 AM Bird collision deterrence | U.S. Green Building Council https://www.usgbc.org/credits/new-construction-core-and-shell-schools-new-construction-retail-new-construction-data-41 3/4 Exemptions from the exterior lighting requirements The following exterior lighting is exempt from the requirements, provided it is controlled separately from the nonexempt lighting: specialized signal, directional, and marker lighting for transportation; government-mandated roadway lighting; hospital emergency departments, including associated helipads; and lighting for the national flag in MLO lighting zones 2, 3, or 4. AND Performance monitoring plan Develop a three-year post-construction monitoring plan to routinely monitor the effectiveness of the building and site design in preventing bird collisions. Include methods to identify and document locations where repeated bird strikes occur, the number of collisions, the date, the approximate time, and features that may be contributing to collisions. List potential design solutions and provide a process for voluntary corrective action. General Pilot Documentation Requirements REGISTER FOR THE PILOT CREDIT Participate in the LEEDuser pilot credit forum Complete the feedback survey: CREDITS 1-14 CREDITS 15-27 CREDITS 28-42 CREDITS 43-56 CREDITS 57-67 CREDITS 68-82 CREDITS 83--96 Credit Specific: BD+C Building façade and site features For materials on the building and site with a Threat Factor of 15 or below, submit a narrative describing why the materials, and building in general, are “bird-friendly.” Include a material list and supporting LZ1 U1 LZ2 U2 LZ3 U3 LZ4 U4 3/14/22, 9:41 AM Bird collision deterrence | U.S. Green Building Council https://www.usgbc.org/credits/new-construction-core-and-shell-schools-new-construction-retail-new-construction-data-41 4/4 data. A completed Bird Collision Threat Rating spreadsheet Plan(s) and/or elevation(s) depicting the location of all materials and shading/screening devices used to comply with this credit Applicable specification details on all materials and shading/screening devices used to comply with this credit. If a chosen material does not have a Threat Factor value, provide an estimated value with justification. A narrative or statement acknowledging that both surface reflection and visibility of any surface 3 frit patterns have been taken into account. Exterior lighting Site lighting plan with boundaries, elements, location of fixtures, lighting zone, and applicable measurements Luminaire schedule showing uplight ratings, nighttime off-time durations for a typical day, and manual override capability Performance monitoring plan A copy of the post-construction monitoring plan Changes: 11/22/2016: Edited the Credit Specific: BD+C submittals. 10/16/2015: Expanded the applicability to all rating systems Added site features (site structures with glass) to the credit Adjusted and simplified the “Bird Collision Threat Rating” calculation Simplified the lighting requirements Adjusted the documentation based on the above changes to Requirements Miscellaneous edits to the background information, for reference Fly-through conditions - situations in which glass elements provide any clear line of sight to birds, creating the illusion of a void leading to the other side; parallel glass elements or a convergence of glass sides creating a perpendicular, acute, or obtuse horizontal corner. Examples include glass bridges and walkways, outdoor railings, free-standing glass architectural elements and building corners where glass walls or windows converge. Join LEEDuser Ask questions, share tips, and get notified of new forum posts by joining LEEDuser, a tool developed by BuildingGreen and supported by USGBC! CREATE FREE ACCOUNT Sample forms View all sample forms Looking for Glossary Terms Click here 3/14/22, 9:49 AM Guideline S.9 – B3 https://www.b3mn.org/guidelines/3-0/s_9/1/5 Gu ide li ne s Ho m e | v3.2r0 1 | v 3.1 | v3 .0 | v2.2 | T ra in ing | Document s | Pr evi o us Ve rs ion s Guideline S.9: Bird-Safe Building Intent Sustainable design can create environments that are attractive to birds, and this bene ts both occupants and wildlife. Any built environment, but especially those attractive to birds, can pose a risk for bird-building collisions, which kill hundreds of millions of birds per year. The intent of this guideline is to limit the risk of built environments to birds, with special attention to the highest risk conditions. Some other B3 Guidelines also affect bird-safe building, such as S.1 Avoidance of Critical Sites, S.4 Sustainable Vegetation Design, and S.5 Light Pollution Reduction recommended criteria S.5B and S.5C. Required Performance Criteria Guidelines apply to all New Construction projects and all Major Renovations which include replacement of glazing. For Major Guidelines HomGuidelines Hom All DocumentAll Document 3.03.0 3.13.1 3.2r013.2r01 B3 Home Case Studies Database Best of B3-2021 Training and Education Project Team Sponsors 3/14/22, 9:49 AM Guideline S.9 – B3 https://www.b3mn.org/guidelines/3-0/s_9/2/5 Renovations without new or replacement glazing scope, only S.9E (Follow the “Lights Out” light management program) is required. A. Traps cannot include any glazing with a threat factor (TF) greater than 25: The following conditions are considered traps: 1. Glass/Plexiglas (transparent) railings (all surfaces exposed to exterior). 2. Glass/Plexiglas-sided walkways (e.g., skyways, covered walks with glass on two sides). 3. Any glazed surface that offers a see-through situation that is 20 feet or less across, such as a small atrium, or glass corners. B. High Risk Surfaces are limited to 15% of surface area with TF 75 or more. No more than 15% of the area of a high risk surface can have a threat factor greater than or equal to TF 75. A high risk surface is de ned as: 1. A surface within 50 feet or less of attractants such as trees, shrubs, prairie, grassland, or open water (including green roofs with this type of vegetation). 2. A surface in a see-through situation greater than 20 feet across (such as atriums, gathering spaces/lobbies, etc.) C. The Whole Building Threat Factor (WBTF) must be less than or equal to WBTF 45, or WBTF 15 for critical sites. Use the B3 Guidelines Bird-Safe Design Calculator (Appendix S-9a) to determine WBTF. The calculator will also document and help to meet requirements for S.9A , S.9B, and S.9D. Use Guideline S.1 criteria to determine if the project is on a critical site to determine the appropriate WBTF threshold. D. The Non-Enclosure Threat Factor (NETF) must be less than or equal to NETF 45. Use the B3 Guidelines Bird-Safe Design Calculator to B3 Home Case Studies Database Best of B3-2021 Training and Education Project Team Sponsors 3/14/22, 9:49 AM Guideline S.9 – B3 https://www.b3mn.org/guidelines/3-0/s_9/3/5 determine NETF for non-enclosure surfaces. E. Follow the Lights Out light management program, which addresses operation of lights at night for speci ed times and dates of bird migrations. In addition to the B3 Guidelines requirement, note that this is also required by law for state owned and managed buildings. 1. Dates: Between March 15 and May 31 and between August 15 and October 31 each year. 2. Times: Between midnight and dawn. 3. Lighting: Turn off building lighting including but not limited to: architectural lighting at top of building; up-lighting; interior lighting, especially on upper oors; and lobby or atrium lighting. Exception: Where lights are documented as necessary between midnight and dawn for normal use of the building, they may be operated. F. First year monitoring – for one year after construction/occupancy, walk the perimeter of the building(s) and all accessible setbacks and roof areas at least two times per week. Document survey activity and ndings as required in Appendix S-9b Bird Safe Monitoring Worksheets. Recommended Performance Criteria G. Meet the Whole Building Threat Factor (WBTF) of less than or equal to 15. Use the B3 Guidelines Bird-Safe Design Calculator (Appendix S-9a) to determine WBTF. H. Practice enhanced bird-safe building monitoring. In addition to S.9F (First-Year Building Monitoring) above: 1. Continue the rst year monitoring format for one or more additional years (shifting to a January–December calendar B3 Home Case Studies Database Best of B3-2021 Training and Education Project Team Sponsors 3/14/22, 9:49 AM Guideline S.9 – B3 https://www.b3mn.org/guidelines/3-0/s_9/4/5 Guidelines SB 2030 Energy Standard Benchmarking Energy E cient Operations Post Occupancy Evaluation Sponsors Project Team Case Studies Database Contact Us year basis in ongoing operations phases of the Tracking Tool). 2. AND/OR conduct more surveys per week for the rst or more years. 3. AND/OR work with an organization such as Audubon Minnesota to collect and catalog birds found. I. Bird-safe building narrative: Complete a Bird-Safe Case Study Narrative Report to document and share bird-safe efforts. Use Appendix S-9c Bird-Safe Building Narrative Template or include a write up with similar content. J. Bird-safe lighting design: Comply with recommended lighting guidelines S.5B and S.5C and document bird-safe features of lighting including for S.5C; identify how control zones relate to the Lights Out program. Meeting the Guidelines Submittal Requirements Additional Resources Glossary B3 Home Case Studies Database Best of B3-2021 Training and Education Project Team Sponsors 1 May 2021 “How To” Series How to Apply for the Designed to Earn the ENERGY STAR® Recognition Architects and building owners can reduce their carbon footprints and energy costs by designing buildings that achieve ENERGY STAR. These buildings are designed to perform in the top 25 percent of similar buildings nationwide. This document provides instructions on how to apply for Designed to Earn the ENERGY STAR Recognition for commercial and multifamily high rise new construction projects. What is Designed to Earn the ENERGY STAR? Designed to Earn the ENERGY STAR is awarded to eligible commercial and multifamily high rise new construction properties that are in the design or construction phase and the estimated total annual energy use achieves an ENERGY STAR design score of 75 or higher. Commercial and multifamily new construction projects can display the recognition graphic, Fig. 1 on design plans and promotional materials for the specified project. Fig. 1 – Designed to Earn the ENERGY STAR Recognition Graphic Eligibility Criteria for New Construction Projects ✓Meet EPA requirements for Commercial projects, seeAppendix A, or Multifamily high rise (MFHR) projects, see Appendix B. ✓Receive an ENERGY STAR 1 – 100 score of 75 or higher. ✓Create and save project in Portfolio Manager. Application Process Overview 1.Enter the new construction property in Portfolio Manager and: •Completes the Statement of Energy Design Intent •Optionally, completes and submits a case study to be posted on the ENERGY STAR website. 2.Submit application documents to EPA. 3.EPA notifies applicant by email of the application status. Bank Branch Courthouse Data Center Distribution Center Financial Office Hospital (General Medical & Surgical) Hotel K-12 School Multifamily High Rise Non-Refrigerated Warehouse Office Refrigerated Warehouse Retail Store Senior Living Community Supermarket/Grocery Store Wholesale Club/ Supercenter Worship Facility EXHIBIT E May 2021 Entering your New Construction Project in Portfolio Manager for Designed to Earn the ENERGY STAR Recognition Use Portfolio Manager to generate an ENERGY STAR 1-100 score for the estimated energy use of the project. Start by creating an account or login to Portfolio Manager to complete the application for Designed to Earn the ENERGY STAR Recognition. NOTE: If you are using Target Finder, skip MyPortfolio – Add a Property, instead start on About Your Design Project screen in Target Finder, Fig. 4. You will be required to complete My Portfolio section when the property is saved to Portfolio Manager. Add a Design Property in Portfolio Manager EPA recommends setting up the design project in the building owner’s or property developer’s Portfolio Manager account. The owner can then share the project with the licensed professional (LP) tasked with creating the Recognition application. Learn How to Share Properties with Other Portfolio Manager Users Conversely, if the LP creates the design project in their Portfolio Manager account, the record should be transferred to the owner’s account once EPA approves the project for Designed to Earn ENERGY STAR Recognition. See How Do I Transfer Properties to Another User? NOTE: The record in Portfolio Manager should be associated with the owner’s account who will be able share the record with necessary parties and use the same record later on to track energy use of the operating property. Start on MyPortfolio tab, click Add a Property, Fig. 2 to open Set up a Property page, Fig. 3. Complete information about your design project in the following sections: • Your Property Type: Select property’s primary function, ex. Office, K-12 school. • Your Property's Buildings: Indicate whether the property is a single building or contains multiple buildings. • Your Property's Construction Status: Select the Design Project radio button. • Click Get Started! and continue on Set Up a Design Project screen. Fig. 3 – Set up a Property 2 Fig. 2 – Add a Property Fig. 4 – Set Up a Design Project 1 3 May 2021 Set Up a Design Project Complete the next four sections about your project: 1. About Your Design: Enter property name, address, year planned for construction completion and gross floor area, Fig. 4. 2. Property Use Details: Complete the property use details for the primary function you selected. If your project has multiple functions, select Add Another Type of Use from drop-down menu and complete the requested information, Fig. 5. NOTE: Be sure that the total square footage of all property functions equals the total gross floor area you entered on the previous screen About Your Design. NOTE: Applications with default values will not be accepted for Designed to Earn the ENERGY STAR Recognition. 3. Estimated Design Energy: This information is required to calculate an ENERGY STAR design score for your estimated energy use. • Click the Energy Type radio button and enter information for the tool to calculate your Design results: Fig. 6 • Select Energy Types for all energy types, including renewable sources that will be consumed at the property. NOTE: Electricity must be included as an energy type. • Enter Units of measure • Enter Estimated Total Annual Energy Use for all fuel types. Include energy intended for systems, process and connect loads associated with operating the building. • Enter Energy Rates. If you do not know the energy rate the tool will calculate costs using the state average cost for each fuel type; except for renewables user must enter rate. Fig. 6 –Energy Type Fig. 5 –Adding another type of use 4 May 2021 4. Choose either Target ENERGY STAR Score or Target % Better than Median, Fig. 7 to select an energy performance target for your design. 5. Click “Create Design” in Portfolio Manager to view results in the “Design” tab, Fig. 8. NOTE: If you are using Target Finder select “View Results” to view Design results screen. You will be able to save the project to Portfolio Manager and view it in the “Design” tab and complete the Designed to Earn the ENERGY STAR Recognition application. 2 Completing your Designed to Earn the ENERGY STAR Application in Portfolio Manager Your Design Score will appear if your project meets EPA criteria to receive an ENERGY STAR score. If the score is 75 or higher and the Apply for Designed to Earn the ENERGY STAR Recognition link appears, Fig. 8, your project is eligible for recognition. NOTE: If you receive “N/A” in the design score box, go to About this Property’s Design box, click Edit and review all entries and make necessary changes. 1. Click the link Apply for Designed to Earn the ENERGY STAR Recognition, Fig 8, beneath the score to open the Application screen and complete the following sections: Fig. 8 – Design tab in Portfolio Manager NOTE: If your score is 75 or higher, but the Apply for…Recognition link does not appear, review information • About Your Design: Enter the Estimated Date of Certification of Occupancy • Contact Information for You Design: Select contacts from the dropdown menu, Fig. 9 to pre- populate information on the Statement of Energy Design Intent form. NOTE: To select a property owner or LP contact that’s not listed in the drop-down menu, you can add additional contacts. Click the “ Contacts” link in the upper right-hand corner on the screen and add new contacts. you entered in About this Property’s Design and ensure that no default values have been selected. Click Edit to make changes. Fig. 7 – Target Fig. 9 – Contacts dropdown boxes 5 May 2021 2. Your Application Process (not shown) provides a list of steps required to complete your application. • In this section, you can download and create a Design Profile (which is optional) and write a case study about your project and be recognized on the ENERGY STAR website. Save the Profile as a Word or similar format with file name: “Profile_[Project Name]” and submit it with your application. 3. Designed to Earn the ENERGY STAR Application Checklist: (Not shown in this document.) Answer all questions on the Checklist to confirm that your application meets all requirements. 4. Generate Your Application for Signatures • Click Generate and Download your Statement of Energy Design Intent (SEDI) for Signatures, Fig. 10. Print and save the SEDI to your computer. NOTE: When you exit the SEDI page, the “date generated” by Portfolio Manager, your answers to the Checklist questions and contact information for AOR/owner fields will not be saved. 3 Preparing your Designed to Earn the ENERGY STAR Application to Submit to EPA 1. Ensure all requirements are met for your new construction project: • For Commercial properties, see Appendix A • For Multifamily High Rise properties, see Appendix B 2. Scan the completed SEDI form, Fig. 11, to apply for Designed to Earn the ENERGY STAR Recognition • Save the SEDI as a PDF with the file name: “SEDI_ [Project Name]”. • Attach the SEDI (required) and Design Profile (optional) files to email. NOTE: For your specific property type, follow instructions in Appendix A or Appendix B. • Write in email subject line “DEES Application”. • Send the application to: DEES@energystar.gov • Questions about your application, send an email to DEES@energystar.gov • If a response is not received within 10 business days, please contact our help desk Fig. 10 – Download Statement of Energy Design Intent NOTE: All signatory dates must be within 60 days of the SEDI date generated by Portfolio Manager to be eligible for Designed to Earn the ENERGY STAR Recognition. 6 May 2021 3. The Architect of Record (AOR) firm is invited to join the ENERGY STAR Partnership (which is optional). • EPA extends this opportunity to all AOR firms for achieving Designed to Earn the ENERGY STAR Recognition. • Once EPA has approved the project application, these firms can take advantage of the benefits of being an ENERGY STAR partner. Benefits of the partnership include access to the My ENERGY STAR Account (MESA) portal, where firms can download exclusive partnership logos to enhance their marketing materials. • Learn more and access the Partner Agreement for Service and Product Providers and click on Commercial New Construction SPP (Architecture Firms). Notifying Applicants about Designed to Earn the ENERGY STAR Recognition Status EPA or EPA recognized organization reviews applications and notifies the applicant of status; for projects that are approved for ENERGY STAR Recognition, the applicant will: 1. Receive instructions to download the Designed to Earn the ENERGY STAR Recognition graphic, Fig. 11. If your organization is an ENERGY STAR partner, you may download the Design to Earn the ENERGY STAR Recognition graphic directly from the online MESA portal. If your organization is not a partner, the DEES review team will send you the Design to Earn the ENERGY STAR Recognition Graphic via email. The graphic mark may be displayed on drawings and promotional materials for the specified design project. See guidelines for Using Designed to Earn Mark – Commercial & Multifamily, Fig. 12. 2. Have their Design Profile (if applicable) linked with project listed on the Projects and Architects that Achieved Designed to Earn the ENERGY STAR webpage. 3. Be encouraged to promote your Designed to Earn the ENERGY STAR recognized project in marketing materials, on your company website and through social media. Learn more on why you should design to earn the ENERGY STAR. 4 Fig. 11– Statement of Energy Design Intent Signature 7 May 2021 Fig, 12 – Designed to Earn Mark for Commercial & Multifamily New Construction May 2021 Appendix A: Project Requirements for Commercial New Construction Properties Applicant Requirements ✓ The Architect of Record (AOR) is responsible for submitting the Designed to Earn the ENERGY STAR application to EPA. ✓ AOR completes information and secure signatures on the Statement of Energy Design Intent from the: • Verifying Professional: Registered Architect or Professional Engineer verifies all information on the SEDI and stamps, signs and dates the form. • Architect of Record: Project Architect or Principal of the AOR firm. • Building Owner/Developer: C-Level executive ✓ The property owner/developer is responsible for creating and maintaining the project record in their Portfolio Manager account and sharing the record with the AOR to apply for Recognition. ✓ Conversely, if the AOR creates the design project in their Portfolio Manager account, the record should be transferred to the owner’s account once EPA approves the project for Designed to Earn ENERGY STAR Recognition. General Requirements ✓ The project is located in the United States or U.S. Territory, or is owned by the U.S. Government. ✓ The design project is for an entire property and not a portion thereof (e.g., individual tenant space). ✓ The design project meets the eligibility criteria to receive the 1-100 ENERGY STAR score, and inputs for property use details meet the minimum requirements for the specific property type. See Eligibility criteria for the 1-100 ENERGY STAR score. ✓ The estimated energy use includes all fuel types and all energy associated with operating the building. ✓ The project is saved in Portfolio Manager does not include any default values for the property use details. ✓ The project earns an ENERGY STAR design score of 75 or higher. Timeframe to Apply ✓ The AOR submits the Designed to Earn the ENERGY STAR application to EPA within 60 days of the date generated on the SEDI. ✓ The Construction Documents are at least 95% completed for the design project, except for “core and shell’ projects. ✓ Designed to Earn the ENERGY STAR applications may be submitted during the construction phase of the project. ✓ Newly constructed buildings that are occupied and generating utility bills are not eligible for Designed to Earn the ENERGY STAR. 8 May 2021 Appendix A: Project Requirements for Commercial New Construction Properties Core and Shell Projects ✓ Core and shell projects for a commercial real estate developed property are eligible for Designed to Earn the ENERGY STAR. The estimated energy use calculations for the anticipated building function are entered into Portfolio Manager. Renovations, Additions, and Upgrades ✓ Major renovations, defined as encompassing 50% or more of the gross square feet of the existing property are eligible for Designed to Earn the ENERGY STAR. The project scope should include significant design and construction activities such as HVAC, envelope, and interior modifications, etc. ✓ Major additions, defined as increasing the gross square feet of an existing property by 50% or more are eligible for Designed to Earn the ENERGY STAR. ✓ Hospital additions are not eligible for Designed to Earn the ENERGY STAR. ✓ Major equipment or system retrofits or upgrades for an existing property are not eligible for Designed to Earn the ENERGY STAR. If the project scope focuses more on operational and maintenance activities, these properties may be eligible for ENERGY STAR certification for existing buildings. 9 May 2021 Appendix B: Project Requirements for Multifamily High Rise New Construction Properties Applicant must complete all application documents and meet all requirements to be eligible for Designed to Earn the ENERGY STAR Recognition. Document Requirements ✓ Complete the ENERGY STAR MFHR Developer Partnership Agreement ✓ Submit the MFHR Project Application ✓ Provide a Proposed Design Submittal to include the following documents: • Proposed Design Performance Path Calculator • Testing & Verification Worksheets • Statement of Energy Design Intent generated from Portfolio Manager. NOTE: Completing the Application Checklist is optional, please make sure that requirements for questions 1- 4 and 6 are met. • ENERGY STAR MFHR Submittal Validation Form NOTE: MFHR property developer/building owner submits the application for Designed to Earn the ENERGY STAR Recognition to an EPA-recognized MFHR Review Organizations (MRO) for review and approval. The MRO may also allow developers/owners to work with professionals with varying credentials to provide the program submittals. Contact your MRO for more information. Applicant Requirements ✓ The property developer or building owner designee; licensed professional (LP) applicant is responsible for submitting the Designed to Earn the ENERGY STAR application to EPA recognized organization. ✓ The property owner/developer is responsible for creating and maintaining the project record in its Portfolio Manager account and sharing the record with other parties as necessary to apply for Recognition. ✓ Conversely, if the LP creates the design project in its Portfolio Manager account, the record should be transferred to the owner’s account once EPA approves the project for Designed to Earn ENERGY STAR Recognition. General Requirements ✓ The project is located in the United States or U.S. Territory, or is owned by the U.S. Government. ✓ The design project is for an entire property and not a portion thereof (e.g., individual tenant space). ✓ The energy calculations for the project account for all intended energy use for operating the entire property, including renewable and all other anticipated fuel and energy types. ✓ The design project meets the eligibility criteria to receive the 1-100 ENERGY STAR score, and inputs for property use details meet the minimum requirements for the specific property type. See Eligibility criteria for the 1-100 ENERGY STAR score. 10 MFHR Application Resources MFHR Eligibility Requirements: www.energystar.gov/mfhr/eligibility MFHR Program information www.energystar.gov/mfhr MFHR Project Application and Proposed Design Submittal: www.energystar.gov/mfhr/lp EPA-recognized organizations MFHR Review Organizations May 2021 Appendix B: Project Requirements for Multifamily High Rise New Construction Properties ✓ The project saved in Portfolio Manager does not include any default values for the property use details. ✓ The project receives an ENERGY STAR design score of 75 or higher. ✓ Individual units in Multifamily High Rise Properties are eligible for ENERGY STAR certification once the property is built and verified to meet EPA criteria. For more information, visit www.energystar.gov/mfhr MFHR Property Requirements ✓ The primary use of the building must be for residential purpose, i.e. the residential and residential associated common area must occupy more than 50% of the building’s occupiable1 square footage. A garage is not considered ‘occupiable’ space. Common area includes any spaces within the building that serves a function in support of the residential part of the building that is not part of a dwelling unit. This includes spaces used by residents, such as corridors, stairs, lobbies, laundry rooms, exercise rooms, and residential recreation rooms. This also includes offices used by building management, administration or maintenance and all special use areas located in the building to serve and support the residents such as day-care facilities, gymnasiums, dining halls, etc. ✓ Properties are 4 – 6 stories or above. NOTE: Any above-grade story with 20% or more occupiable space, including commercial space, shall be counted towards the total number of stories for the purpose of determining eligibility. An above-grade story is one for which more than half of the gross surface area of the exterior walls is above-grade. Per ASHRAE 62.2-2010, occupiable space is any enclosed space inside the pressure boundary and intended for human activities or continual human occupancy, including, but not limited to, areas used for living, sleeping, dining, and cooking, toilets, closets, halls, storage and utility areas, and laundry areas. ✓ The project must be designed to be 15% more energy efficient than a baseline specified to meet ASHRAE Standard 90.1 or applicable energy code and meet program prerequisites, see www.energystar.gov/mfhr/requirements NOTE: Use the EPA ENERGY STAR Multifamily New Construction Program Decision Tree to determine if your project is eligible under the ENERGY STAR commercial buildings or residential program, see Fig. 13. Timeframe to Apply ✓ The property developer or building owner submits the Designed to Earn the ENERGY STAR application to EPA recognized organization within 60 days of the date on the SEDI generated by Portfolio Manager. ✓ The Construction Documents are at least 95% completed for the design project. ✓ Designed to Earn the ENERGY STAR applications may be submitted during the construction phase of the project. ✓ Newly constructed buildings that are occupied and generating utility bills are not eligible for Designed to Earn the ENERGY STAR Recognition. Renovations, Additions, and Upgrades ✓ Major renovations defined as a complete overhaul of the property encompassing the majority of the gross square feet of the existing property are eligible for Designed to Earn 11 May 2021 Appendix B: Project Requirements for Multifamily High Rise New Construction Properties the ENERGY STAR. The project scope should include significant design and construction activities such as HVAC, envelope, and interior modifications, etc. NOTE: New construction can include significant or major rehabilitations when defined as a change of use, reconstruction of a vacant structure, or when construction work requires that the building be out of service for at least 30 consecutive days. ✓ Major equipment or system retrofits or upgrades for an existing property are not eligible for Designed to Earn the ENERGY STAR. If the project scope focuses more on operational and maintenance activities, these properties may be eligible for ENERGY STAR certification for existing buildings. NOTES 1. New construction can include significant gut rehabilitations when defined as a change of use, reconstruction of a vacant structure, or when construction work requires that the building be out of service for at least 30 consecutive days. 2. The primary use of the building must be for residential purposes, i.e. the residential and residential associated common area must occupy more than 50% of the building’s occupiable square footage. A garage is not considered an ‘occupiable’ space. Common area includes any spaces within the building that serves a function in support of the residential part of the building that is not part of a dwelling unit. This includes spaces used by residents, such as corridors, stairs, lobbies, laundry rooms, exercise rooms, and residential recreation rooms. This also includes offices used by building management, administration or maintenance and all special use areas located in the building to serve and support the residents such as day-care facilities, gyms, dining halls, etc. 3. Any above-grade story with 20% or more occupiable space, including commercial space, shall be counted towards the total number of stories for the purpose of determining eligibility. An above-grade story is one for which more than half of the gross surface area of the exterior walls is above-grade. 4. per ASHRAE 62.2-2010, occupiable space is any enclosed space inside the pressure boundary and intended for human activities or continual human occupancy, including, but not limited to, areas used for living, sleeping, dining, and cooking, toilets, closets, halls, storage and utility areas, and laundry areas. 5. For mixed-use buildings, exclude the retail/commercial area when determining the square footage of the “building.” 6. The ENERGY STAR Commercial Building or Residential certification program may be used for this building type. For a project with a central heating, cooling, or hot water system where applicant chooses ENERGY STAR Certified Homes, using RESNET Guidelines for Multifamily Energy Ratings for modeling the specific central system(s) is recommended. Fig. 13 – EPA ENERGY STAR Multifamily New Construction Program Decision Tree, Version 1.3, updated February 21, 2017 12 forhealth.org FOR HEALTH FOR HEALTH BUILDING EVIDENCE THE 9 FOUNDATIONS OF A HEALTHY BUILDING EXHIBIT F The 9 Foundations of a Healthy Building © 2016 CONTRIBUTORS JOSEPH G. ALLEN ARI BERNSTEIN XIADONG CAO ERIKA SITA EITLAND SKYE FLANIGAN MAIA GOKHALE JULIE M. GOODMAN SKYLAR KLAGER LACEY KLINGENSMITH JOSE GUILLERMO CEDENO LAURENT PIERS MACNAUGHTON SEPIDEH PAKPOUR JACK D. SPENGLER JOSE VALLARINO AUGUSTA WILLIAMS ANNA YOUNG JIE YIN FOR MORE INFORMATION: Joseph G. Allen Assistant Professor Harvard T.H. Chan School of Public Health jgallen@hsph.harvard.edu forhealth.org FOR HEALTH THE 9 FOUNDATIONS OF A HEALTHY BUILDING The idea for the “The 9 Foundations of a Healthy Building” arose from many interactions over the past several years with real estate professionals, building owners, hospital administrators, facilities directors, homeowners, and academic colleagues. Two things stood out. First, during these discussions, we would often say, “The idea of a healthy building has been made too complicated. We know how to make buildings healthy. There are a few simple foundations.” This of course led to requests to name the foundations of a healthy building. In the ensuing discussion and debate we realized that we, the public health community, have failed to translate our research into actionable information; the richness of the public health literature was invisible to key decision-makers. Second, in these presentations and meetings we would often hear some variation of the refrain, “Your research is very interesting, but I can’t take a scientific paper into my meeting on Monday and convince a building owner or manager to do things differently. I need a short summary.” Thus, the 9 Foundations project was born. “The 9 Foundations of a Healthy Building” was created by a multidisciplinary team of experts from the Healthy Buildings Program at the Harvard T.H. Chan School of Public Health. You can learn more about the team and our research at www.ForHealth.org. The 9 Foundations curated summaries are designed to be a clear and actionable distillation of the core elements of healthy indoor environments. For each, we created a 2-page summary of the underlying science, fully cited back to the primary literature. These summaries are included in the following pages, along with a short guide for how to achieve each foundation. The 9 Foundations apply universally to all building types, including homes, but the supporting text focuses mainly on commercial office environments. The 9 Foundations are the beginning of what we are calling “Building Evidence for Health” – a collection of 2-page curations of the scientific literature on key topics related to buildings and health. We began with these 9 Foundations and plan to add to this collection. As always, we are interested in improving and refining this idea, so we welcome feedback. Please write us with your ideas for topics, comments or questions. We will use your feedback and new research to update the Building Evidence for Health summaries periodically. We hope that you find this information helpful. Our goal is to improve the lives of all people, in all buildings, everywhere, every day. We cannot do this if the knowledge generated by our research community does not reach you, the people who control, manage and occupy buildings across the world. The 9 Foundations intends to bridge this gap. Onward! Joseph G. Allen Assistant Professor Harvard T.H. Chan School of Public Health THE 9 FOUNDATIONS OF A HEALTHY BUILDING DUST & PESTS THERMAL HEALTH SAFETY & SECURITY VENTILATION NOISE WATER QUALITY AIR QUALITY LIGHTING & VIEWS MOISTURE THE 9 FOUNDATIONS OF A HEALTHY BUILDING forhealth.org NO SMOKINGACTIVE DESIGN The 9 Foundations of Healthy Buildings TABLE OF CONTENTS HOW TO ACHIEVE THE 9 FOUNDATIONS OF A HEALTHY BUILDING 6 VENTILATION 8 AIR QUALITY 11 THERMAL HEALTH 14 MOISTURE 17 DUST AND PESTS 20 SAFETY AND SECURITY 23 WATER QUALITY 26 NOISE 29 LIGHTING AND VIEWS 33 forhealth.org FOR HEALTH HOW TO ACHIEVE: The 9 Foundations of Healthy Buildings VENTILATION Meet or exceed local outdoor air ventilation rate guidelines to control indoor sources of odors, chemicals and carbon dioxide. Filter outdoor and recirculated air with a minimum removal efficiency of 75% for all particle size fractions including nano. Avoid outdoor air intakes at street level or near other outdoor sources of pollutants. Commission systems, conduct regular maintenance and monitor ventilation in real-time to prevent and resolve ventilation issues promptly. AIR QUALITY Choose supplies, office supplies, furnishings and building materials with low chemical emissions to limit sources of volatile and semi-volatile organic compounds. Check for legacy pollutants such as lead, PCBs and asbestos. Limit vapor intrusion by using a vapor barrier. Maintain humidity levels between 30-60% to mitigate odor issues. Conduct annual air quality testing. Respond to and evaluate occupant concerns. WATER QUALITY Meet the U.S. National Drinking Water Standards at point-of-use. Test water quality regularly. Install water purification system for removal of contaminants, if necessary. Ensure residual disinfectant levels are sufficient to control microbes, but not in excess. Prevent water stagnation in pipes. THERMAL HEALTH Meet minimum thermal comfort standards for temperature and humidity and keep thermal conditions consistent throughout the day. Provide individual level thermal control, where possible. Survey the space and occupants regularly to identify zones that underperform. Respond to and evaluate occupant concerns. Commission systems, conduct regular maintenance and monitor temperature and humidity in real-time to prevent and resolve thermal comfort issues promptly. DUST AND PESTS Use high efficiency filter vacuums and clean surfaces regularly to limit dust and dirt accumulation, which are reservoirs for chemicals, allergens, and metals. For homes, take off shoes at the door to limit tracking in dirt. Develop an integrated pest management plan with a focus on preventative measures such as sealing entry points, preventing moisture buildup and removing trash. Avoid pesticide use, if possible. Train building management how to respond to pest problems and complaints. forhealth.org FOR HEALTH forhealth.org LIGHTING AND VIEWS Provide task lighting for comfortable viewing. Provide direct lines of sight to exterior windows from all workstations. Provide as much daylighting and/or blue-enriched lighting as possible without introducing glare. Incorporate nature and nature-inspired design indoors. NOISE Protect against outdoor noises such as traffic, aircraft and construction. Control indoor sources of noise such as mechanical equipment, office equipment and machinery. Provide spaces that minimize background noise to 35db for unoccupied work and learning areas, and a maximum reverberation time of 0.7 seconds. MOISTURE Conduct regular inspections of roofing, plumbing, ceilings and HVAC equipment to identify sources of moisture and potential condensation spots. When moisture or mold is found, immediately address moisture source and dry or replace contaminated materials. Identify and remediate underlying source of the moisture issue. SAFETY AND SECURITY Meet fire safety and carbon monoxide monitoring standards. Provide adequate lighting in common areas, stairwells, emergency egress points, parking lots and building entryways. Manage points of egress and the physical perimeter. Be situationally aware through video monitoring, interactive patrols and incident reporting. Maintain a holistic emergency action plan and mechanism for communication to building occupants. forhealth.org FOR HEALTH DUST & PESTS THERMAL HEALTH SAFETY & SECURITY VENTILATION NOISE WATER QUALITY AIR QUALITY LIGHTING & VIEWS MOISTURE THE 9 FOUNDATIONS OF A HEALTHY BUILDING forhealth.org NO SMOKINGACTIVE DESIGN DUST & PESTS THERMAL HEALTH SAFETY & SECURITY VENTILATION NOISE WATER QUALITY AIR QUALITY LIGHTING & VIEWS MOISTURE THE 9 FOUNDATIONS OF A HEALTHY BUILDING forhealth.org NO SMOKINGACTIVE DESIGN SMOKING POLICY Establish and enforce a smoke-free policy indoors and within 20 feet of the building. ACTIVE DESIGN Incorporate design elements that promote and encourage activity, such as easily accessible staircases and recreational areas. Provide ergonomic furnishings that minimize discomfort and limit the development of chronic physical injuries. Follow applicable occupational safety guidelines to ensure safe work environments. FOR HEALTH FORHEALTH.ORG 8 VENTILATION Why is ventilation important? Ventilation in buildings is required to bring fresh air in from outside and dilute occupant-generated pollutants (e.g., carbon dioxide) and product-generated pollutants (e.g., volatile organic compounds). If mechanically ventilated, a building’s mechanical system is designed to bring in outdoor air, filter that air, and deliver it to occupants. Even with proper ventilation, the concentration of pollutants indoors can be higher than concentrations found outdoors.2,3 Outdoor pollutants, like PM2.5, can penetrate indoors through several routes, one of which is through the mechanical system if the air stream is not properly filtered. Because people spend so much time indoors (90% or more for many people), most of a person’s exposure to outdoor air pollution may occur indoors.4 Ventilation systems also influence temperature, humidity, and air pressure.7 In an effort to ensure better Indoor Air Quality (IAQ) in building spaces, current ASHRAE standards require a minimum of 20 cubic feet per minute per building occupant (cfm/person).8 This standard, by definition, is designed to provide merely “acceptable” indoor air quality despite decades of research showing benefits of higher ventilation rates. In addition to specifying higher ventilation rates, improved maintenance of HVAC is required because substandard ventilation often occurs in buildings where HVAC systems are either neglected or inadequately maintained.9 How does ventilation affect our health? In buildings with lower ventilation rates, air quality is often reported as stuffy and unpleasant. Not only does this make the indoor environment uncomfortable to work in, but the increased pollutants can cause an array of harms. Poorly ventilated spaces promote symptoms such as headache, fatigue, shortness of breath, sinus congestion, cough, sneezing, eye, nose, throat, and skin irritation, dizziness, and nausea.6,10 This collection of symptoms stemming from extended exposure to poorly ventilated spaces has been called the sick building syndrome (SBS).11 As defined by the World Health Organization in 1984, SBS refers to the nonspecific set of health effects associated with time spent in a particular building.12 A growing body of research has found that employees or students who work in buildings where fresh air is adequately circulated and distributed are more productive and healthy than those who work in poorly ventilated spaces.5,6 In schools, one study conducted in California found students had longer attention Outdoor pollutants can penetrate indoors. Because people spend so much time indoors (90% or more for many people), most of a person’s exposure to outdoor air pollution actually occurs indoors. The current ventilation standard, by definition, is a minimum standard designed to provide merely “acceptable” indoor air quality despite decades of research showing benefits of higher outdoor air ventilation rates. FOR HEALTH BUILDING EVIDENCE Version 1, September 2016 FOR HEALTH FORHEALTH.ORG 9 spans, and felt calmer in highly ventilated classrooms.24 Poor ventilation has further been associated with increased absences, decreased productivity, and higher operational costs.7,25 In offices, studies have demonstrated relationships between lowered ventilation rates and higher instances of short-term sick leave, asthma, and respiratory infection among building occupants (Table 1).17 What is the relationship between ventilation and performance? Several studies have shown that substandard ventilation rates negatively impact cognitive function. For BUILDING EVIDENCE FOR HEALTH Reference Outcome Ventilation Rate (cfm/person)Relative RiskLowHigh Milton et al. 200019 Short term sick leave 12.9 25.8 1.5 Brundage et al. 198820 Illness all years 4.5 30 1.5 Brundage et al. 198820 Illness 1983 data 4.5 30 1.9 Drinka et al. 199621 Illness 48 120 2.2 Drinka et al. 199621 Influenza 48 120 4.7 Knibbs et al. 201122 Influenza 15 45 3.1 Knibbs et al. 201122 Rhinovirus 15 45 2.1 Knibbs et al. 201122 TB 15 45 3.3 Hoge et al. 199415 Pneumonia 20.4 30 2.0 Stenberg et al. 199423 SBS symptoms 8.5 42.4 5.0 example, research conducted at the Harvard T.H. Chan School of Public Health used a real-life simulation tool to test the higher order cognitive function of office workers at the standard-specified minimum outdoor air ventilation rate of 20 cfm/person compared to 40 cfm/person.26 Participants shifted upward from the 62nd to 70th percentile in terms of cognitive performance when compared to normative data of 70,000 people who had taken the cognitive tests in the past. This change in performance is equivalent to a $6,500 increase in salary per person per year, while the energy costs of achieving the same change in ventilation were less than $40 per person per year, and down to $1 per person per year when energy efficient systems are used.27 When combined with the comorbidity in terms of sick building symptoms and absenteeism as presented in Table 1, the benefits of higher ventilation rates far outweigh the costs in terms of energy by several orders of magnitude. Investing in advanced ventilation systems can further mitigate both energy costs and environmental damages; in fact, in some cases these systems supply twice the outdoor air that conventional strategies can while simultaneously consuming less energy. Table 1. Health impacts of ventilation rate in medium office prototype building# #adapted and updated from Fisk et al, 200318 FOR HEALTH FORHEALTH.ORG 10 BUILDING EVIDENCE FOR HEALTH REFERENCES 1. Li, Y., G. M. Leung, J. W. Tang, X. Yang, C. Y. H. Chao, J. Z. Lin, J. W. Lu, et al. “Role of Ventilation in Airborne Transmission of Infectious Agents in the Built Environment ? A Multidisciplinary Systematic Review.” Indoor Air 17, no. 1 (February 2007): 2–18. doi:10.1111/j.1600-0668.2006.00445.x. 2. Parthasarathy, Srinandini, William J Fisk, and Thomas E McKone. “Effect of Ventilation on Chronic Health Risks in Schools and Offices.” Lawrence Berkeley National Laboratory January 4, 2013,. 3. Shendell, D. G., A. M. Winer, R. Weker, and S. D. Colome. “Evidence of Inadequate Ventilation in Portable Classrooms: Results of a Pilot Study in Los Angeles County.” Indoor Air 14, no. 3 (June 2004): 154–58. doi:10.1111/j.1600-0668.2004.00235.x. 4. Logue, J. M., T. E. McKone, M. H. Sherman, and B. C. Singer. “Hazard Assessment of Chemical Air Contaminants Measured in Residences.” Indoor Air 21, no. 2 (March 10, 2011): 92–109. doi:10.1111/j.1600-0668.2010.00683.x. 5. Allen, J., MacNaughton, P., Laurent, J. G. C., Flanigan, S. S., Eitland, E. S., & Spengler, J. D. (2015). Green Buildings and Health. Current Environmental Health Reports, 2(3), 250-258. doi: 10.1007/s40572-015-0063-y 6. Daisey, J. M., W. J. Angell, and M. G. Apte. “Indoor Air Quality, Ventilation and Health Symptoms in Schools: An Analysis of Existing Information.” Indoor Air 13, no. 1 (March 2003): 53–64. doi:10.1034/j.1600-0668.2003.00153.x. 7. Haverinen-ShaughnessyU, DJ Moschandreas, and RJ Shaughnessy. “Association Between Substandard Classroom Ventilation Rates and Students’ Academic Achievement.” Indoor Air 21, no. 2 (April 1, 2011): 121–31. Accessed July 7, 2016. doi:10.1111/j.1600- 0668.2010.00686.x. http://dx.doi.org/10.1111/j.1600-0668.2010.00686.x. 8. ASHRAE. ASHRAE Standard 62.1 - 2013: Ventilation for Acceptable Indoor Air Quality. Atlanta, GA: American Society of Heating, Refrigerating and Air-Conditioning Engineers, Inc., 2013. 9. Hanssen, S. O. “HVAC-the Importance of Clean Intake Section and Dry Air Filter in Cold Climate.” Indoor Air 14, no. s7 (August 2004): 195–201. doi:10.1111/j.1600-0668.2004.00288.x. 10. Mendell, M. J., Q. Lei-Gomez, A. G. Mirer, O. Seppnen, and G. Brunner. “Risk Factors in Heating, Ventilating, and Air- Conditioning Systems for Occupant Symptoms in US Office Buildings: The US EPA BASE Study.” Indoor Air 18, no. 4 (August 2008): 301–16. doi:10.1111/j.1600-0668.2008.00531.x. 11. Wargocki, Pawel, David P. Wyon, Jan Sundell, Geo Clausen, And P. Ole Fanger. “The Effects of Outdoor Air Supply Rate in an Office on Perceived Air Quality, Sick Building Syndrome (SBS) Symptoms and Productivity.” Indoor Air 10, no. 4 (December 2000): 222–36. doi:10.1034/j.1600-0668.2000.010004222.x. 12. Jafari, Mohammad Javad, Ali Asghar Khajevandi, Seyed Ali Mousavi Najarkola, Mir Saeed Yekaninejad, Mohammad Amin Pourhoseingholi, Leila Omidi, and Saba Kalantary. “Association of Sick Building Syndrome with Indoor Air Parameters.” Tanaffos 14, no. 1 (2015): 55–62. 13. Janssen, John E. “The History of Ventilation and Temperature Control.” ASHRAE Journal 1999,: 1–6. 14. Luongo, Julia C., Kevin P. Fennelly, Julia A. Keen, Zhiqiang John Zhai, Byron W. Jones, and Shelly L. Miller. “Role of Mechanical Ventilation in the Airborne Transmission of Infectious Agents in Buildings.” Indoor Air November 2015,: n/a–n/a. doi:10.1111/ina.12267. 15. Hoge, Charles W., Mary R. Reichler, Edward A. Dominguez, John C. Bremer, Timothy D. Mastro, Katherine A. Hendricks, Daniel M. Musher, et al. “An Epidemic of Pneumococcal Disease in an Overcrowded, Inadequately Ventilated Jail.” New England Journal of Medicine 331, no. 10 (September 8, 1994): 643–48. doi:10.1056/nejm199409083311004. 16. Kak, Vivek. “Infections in Confined Spaces: Cruise Ships, Military Barracks, and College Dormitories.”Infectious Disease Clinics of North America 21, no. 3 (September 2007): 773–84. doi:10.1016/j.idc.2007.06.004. 17. Sundell, J., H. Levin, W. W. Nazaroff, W. S. Cain, W. J. Fisk, D. T. Grimsrud, F. Gyntelberg, et al. “Ventilation Rates and Health: Multidisciplinary Review of the Scientific Literature.” Indoor Air 21, no. 3 (February 1, 2011): 191–204. doi:10.1111/j.1600- 0668.2010.00703.x. 18. Fisk, W.J., et al., Economizer System Cost Effectiveness: Accounting for the Influence of Ventilation Rate on Sick Leave. 2003, http://escholarhip.org/uc/item/2px1f1mw. 19. Milton, D.K.; Glencross, P.M.; Walters, M.D. Risk of Sick Leave Associated with Outdoor Air Supply Rate, Humidification, and Occupant Complaints. Indoor Air 2000, 10, 212–221. 20. Brundage, J.; Scott, R.M.; Lednar, W.; Smith, D.; Miller, R. Building-Associated Risk of Febrile Acute Respiratory Diseases in Army Trainees. JAMA 1988, 259, 2108–2112 21. Drinka, P.; Krause, P.; Schilling, M.; Miller B.; Shult, P.; Gravenstein, S. Report of an Outbreak: Nursing Home Architecture and Influenza—Attack Rates. J. Am. Geriatr. Soc. 1996, 44, 910–913. 22. Knibbs, L.; Morawska, L.; Bell, S.; Grzybowski, P. Room Ventilation and the Risk of Airborne Infection Transmission In 3 Health Care Settings Within a Large Teaching Hospital. Am. J. Infect. Control 2011, 10, 866–872. 23. Stenberg, B.; Eriksson, N.; Hoog, J.; Sundell, J.; Wall, S. The Sick Building Syndrome (Sbs) in Office Workers. A Case-Referent Study of Personal, Psychosocial and Building-Related Risk Indicators. Int. J. Epidemiol. 1994, 23, 1190–1197. 24. Coley, David A and Rupert Greeves. “The Effect of Low Ventilation Rates on the Cognitive Function of a Primary School Class.” University of Exeter 2004,: 1–9. 25. Chan, W. R., S. Parthasarathy, W. J. Fisk, and T. E. McKone. “Estimated Effect of Ventilation and Filtration on Chronic Health Risks in U.S. Offices, Schools, and Retail Stores.” Indoor Air 26, no. 2 (February 19, 2015): 331–43. doi:10.1111/ina.12189. 26. Allen, Joseph G, Piers MacNaughton, Usha Satish, Suresh Santanam, Jose Vallarino, and John D Spengler. “Associations of Cognitive Function Scores with Carbon Dioxide, Ventilation, and Volatile Organic Compound Exposures in Office Workers: A Controlled Exposure Study of Green and Conventional Office Environments.” Environmental Health Perspectives 2016,: 1. 27. MacNaughton, P., Pegues, J., Satish, U., Santanam, S., Spengler, J. D., & Allen, J. (2015). Economic, Environmental and Health Implications of Enhanced Ventilation in Office Buildings. International Journal of Environmental Research and Public Health, 12. doi: 10.3390/ijerph120x0000x FOR HEALTH FORHEALTH.ORG 11 AIR QUALITY What is indoor air quality (IAQ)? Indoor air quality (IAQ) depends on the presence and abundance of pollutants in the indoor environment that may cause harm. It includes chemical and biological pollutants in gas, liquid or solid states that we are exposed to indoors. When IAQ is poor, occupants can experience building-related illnesses such as asthma, fatigue, irritation, and headache. Because humans spend up to 90% of their time in offices, schools, and residences, and inhalation exposure is continuous, our largest exposure to pollutants (of both indoor and outdoor origins) occurs indoors.1,2 Which types of indoor air pollutants concern us? Air pollutants can be found in all indoor spaces throughout the world. We absorb them into our bodies through breathing, swallowing them and some enter through our skin. While the effects of outdoor pollutants have been researched extensively, a growing body of research has demonstrated indoor air pollutants to be just as harmful.2,3 The U.S. Environmental Protection Agency states that indoor pollutants pose higher human health risks than those outdoors, as outdoor sources are more tightly regulated to control the formation of photochemical smog and particulate matter. Common indoor pollutants that pose risks to human health include nitrogen oxides, carbon monoxide, ozone, particulate matter (PM), and volatile organic compounds (VOCs) such as formaldehyde, limonene, and benzene.4 In offices, schools, and residences alike, these pollutants may come from printer emissions, pest and rodenticides, cleaning supplies, personal care products, paint, pollen, and fungal spores.5,6 Radiological hazards such as radon, a gas that naturally emanates from soil and rock and can enter buildings through cracks and fissures in the foundation, are carcinogens. Radon is considered the second leading cause of lung cancer, behind smoking.7 And while we know a lot about exposure and risk associated with many indoor air pollutants, there are 82,000 chemicals in commercial use, 85% of which do not have any available health data. How does poor indoor air quality affect human health? Volatile organic compounds (VOCs) are a class of chemicals that are commonly associated with IAQ issues. VOCs are chemicals with a high vapor pressure that emit gas into the air and can come from building materials, consumer products, paints, personal care products, furniture, and many other products. Exposure to VOCs has been associated with everything from minor irritation of the eyes to certain forms of cancer. While extensive evidence has documented adverse respiratory health effects of outdoor air pollutants, more recent studies have shown that indoor air pollutants can have similar consequences. For example, the substantial presence of indoor ozone has been linked to irregular heartbeats and poor lung function as well as irritation to the eyes, skin, nose, and throat.4,8 Concentrations of pollutants indoors, in some instances have been shown to be twice as high as those outside (EPA). , Exposure to indoor air pollutants have been repeatedly linked to asthma, allergies, bronchitis, and chronic obstructive pulmonary disease.4,9,10 Research examining indoor pollutants in the food service sector observed a positive correlation between kitchen PM, VOCs, polycyclic aromatic hydrocarbons (air pollutants produced in the process of broiling meat and burning fuel) and kidney inflammation.11 Allergic FOR HEALTH BUILDING EVIDENCE Of the 82,000 chemicals that we find in commercial use, 85% do not have any available health data. Version 1, September 2016 FOR HEALTH FORHEALTH.ORG 12 BUILDING EVIDENCE FOR HEALTH reactions are also commonly associated with exposure to indoor air pollutants, among both sensitive and non-sensitive individuals.12 Poor IAQ disproportionately effects vulnerable individuals (WHO 2010),3 with the elderly particularly impacted, given their limited time spent outdoors. A comprehensive geriatric study in Europe (GERIE) observed a correlative relationship between exposure to indoor particulate matter and reports of wheezing and asthma-related symptoms among occupants.13 Substantial evidence has also been collected indicating the sensitivity of children to poor air quality due to their smaller airways and higher ventilation rates of air relative to body size as compared to adults.14 Research conducted on school populations found that VOCs in carpet cleaner (toluene), cleaning supplies (limonene is commonly used to provide citrus scent), and pest control mechanisms can harm children’s lungs.14,15 What is the cost of poor air quality? Not only does poor IAQ harm occupant health and well-being, it also negatively impacts productivity. The buildup of indoor pollutants contributes to absenteeism through the increased prevalence of sick building symptoms.16,17 Exposure to indoor pollutants such as VOCs and carbon dioxide can also have direct impacts on cognitive function.1,18 A 2009 meta-analysis evaluated the monetary and societal costs of indoor air pollutant-related damages, and observed a range of reported damages associated with poor IAQ including productivity loss, healthcare costs, and building damages (from moist air and mold development). Each study estimated upwards of $10 million in annual “air pollution costs”.19 There are also significant economic benefits from cleaner indoor environments. In the U.S. alone the savings and productivity gains from improved indoor environments have been estimated at $25 to $150 billion per year.20 What are “chemicals of concern”? Increasing attention is being paid to “chemicals of concern” that are used in some building materials and consumer products and which can adversely impact human health. Many of these chemicals are called “semi- volatile” compounds, meaning that they can reside in both air and dust. We opted to include them in this section on IAQ, but they fit equally well in the section on dust, as well. Three classes of chemicals of concern, in particular, warrant mention: chemicals that are used as flame retardants, as stain repellents, and as plasticizers. Flame retardant chemicals can be found in many common furnishings and building materials used in schools. The majority of these chemicals don’t stay in their products – they migrate out of products into the air and dust over time and they accumulate in our bodies. Many flame retardant chemicals are endocrine disrupting chemicals that interfere with the reproductive system and are associated with thyroid disease.21,22 Stain repellent chemicals are widely used in many products because they confer resistance to water, oil and greases. These classes of chemicals, called polyfluorinated alkyl substances (PFASs) or polyfluorinated chemicals (PFCs), are used in furnishings, carpets, clothing, non-stick cookware and paints, among others. People are exposed to these chemicals through air, dust and drinking water.23 In fact, a study published in 2016 found that over 6 million U.S. residents have PFASs in their drinking water above limits set by EPA.24 Phthalates are a class of chemicals that are used as plasticizers to make products soft and flexible. They can be found in many products in schools such as vinyl tile, PVC, school supplies, and artificial leather, to name a few (phthalates are also commonly found in personal care products like nail polish, hair spray and skin lotions).25 And, like flame retardant and stain repellent chemicals, phthalates can leach out of their original product and enter air and dust in our homes, offices, and schools. Future versions of “Building Evidence for Health” will include more details about these “chemicals of concern” and other specific IAQ topics. “Health effects from indoor air pollutants may be experienced soon after exposure or, possibly, years later.”2 In the U.S. alone the savings and productivity gains from improved indoor environments are estimated at $25 to $150 billion per year. FOR HEALTH FORHEALTH.ORG 13 BUILDING EVIDENCE FOR HEALTH REFERENCES 1. Allen, Joseph G., Piers MacNaughton, Usha Satish, Suresh Santanam, Jose Vallarino, and John D. Spengler. “Associations of Cognitive Function Scores with Carbon Dioxide, Ventilation, and Volatile Organic Compound Exposures in Office Workers: A Controlled Exposure Study of Green and Conventional Office Environments.” Environ Health Perspect 124, no. 6 (2015) 2. EPA, US and ORIA. “An Introduction to Indoor Air Quality.” July 21, 2016. 3. WHO Regional Office for Europe. WHO Guidelines for Indoor Air Quality: Selected Pollutants. Copenhagen, Denmark: World Health Organization, 2010. http://www.euro.who.int/__data/assets/pdf_file/0009/128169/e94535.pdf?ua=1. 4. Glas, Bo, Berndt Stenberg, Hans Stenlund, and Anna-Lena Sunesson. “Exposure to Formaldehyde, Nitrogen Dioxide, Ozone, and Terpenes Among Office Workers and Associations with Reported Symptoms.” International Archives of Occupational and Environmental Health 88, no. 5 (October 2, 2014): 613–22. doi:10.1007/s00420-014-0985-y. 5. Shi, Xiaofei, Rui Chen, Lingling Huo, Lin Zhao, Ru Bai, Dingxin Long, David Y. H. Pui, Weiqing Rang, and Chunying Chen. “Evaluation of Nanoparticles Emitted from Printers in a Lean Chamber, a Copy Center and Office Rooms: Health Risks of Indoor Air Quality.” Journal of Nanoscience and Nanotechnology 15, no. 12 (December 1, 2015): 9554–64. 6. Kanchongkittiphon, Watcharoot, Mark J. Mendell, Jonathan M. Gaffin, Grace Wang, and Wanda Phipatanakul. “Indoor Environmental Exposures and Exacerbation of Asthma: An Update to the 2000 Review by the Institute of Medicine.” Environmental Health Perspectives October 10, 2014,. doi:10.1289/ehp.1307922. 7. WHO. 2009. WHO Handbook on Indoor Radon: A Public Health Perspective: World Health Organization. 8. Song, Xuping, Yu Liu, Yuling Hu, Xiaoyan Zhao, Jinhui Tian, Guowu Ding, and Shigong Wang. “Short-Term Exposure to Air Pollution and Cardiac Arrhythmia: A Meta-Analysis and Systematic Review.” International Journal of Environmental Research and Public Health 13, no. 7 (June 28, 2016): 642. doi:10.3390/ijerph13070642. 9. Arif, Ahmed A. and Syed M. Shah. “Association Between Personal Exposure to Volatile Organic Compounds and Asthma Among US Adult Population.” International Archives of Occupational and Environmental Health 80, no. 8 (March 15, 2007): 711–19. doi:10.1007/s00420-007-0183-2. 10. Simoni, Marzia, Antonio Scognamiglio, Laura Carrozzi, Sandra Baldacci, Anna Angino, Francesco Pistelli, Francesco Di Pede, and Giovanni Viegi. “Indoor Exposures and Acute Respiratory Effects in Two General Population Samples from a Rural and an Urban Area in Italy.” Journal of Exposure Analysis and Environmental Epidemiology 14 (April 2004): S144–52. doi:10.1038/ sj.jea.7500368. 11. Singh, Amarnath, Ritul Kamal, Mohana Krishna Reddy Mudiam, Manoj Kumar Gupta, Gubbala Naga Venkata Satyanarayana, Vipin Bihari, Nishi Shukla, Altaf Hussain Khan, and Chandrasekharan Nair Kesavachandran. “Heat and PAHs Emissions in Indoor Kitchen Air and Its Impact on Kidney Dysfunctions Among Kitchen Workers in Lucknow, North India.” Edited by Zhanjun Jia. PLOS ONE 11, no. 2 (February 12, 2016): e0148641. doi:10.1371/journal.pone.0148641. 12. Baldacci S, Maio S, Cerrai S, Sarno G, Baiz N, Simoni M, Annesi-Maesano I, Viegi G. 2015. Allergy and Asthma: Effects of the Exposure to Particulate Matter and Biologic Allergens. Respiratory Medicine, 109(9), 1089-1104. 13. Maio, S, G Sarno, S Baldacci, I Annesi-Maesano, and G Viegi. “Air Quality of Nursing Homes and Its Effect on the Lung Health of Elderly Residents.” Expert Review of Respiratory Medicine 9, no. 6 (November 2, 2015): 671–73. doi:10.1586/17476348.201 5.1105742. 14. Annesi-Maesano, Isabella, Nour Baiz, Soutrik Banerjee, Peter Rudnai, Solenne Rive, and the SINPHONIE Group. “Indoor Air Quality and Sources in Schools and Related Health Effects.” Journal of Toxicology and Environmental Health, Part B 16, no. 8 (November 17, 2013): 491–550. doi:10.1080/10937404.2013.853609. 15. de Gennaro, Gianluigi, Genoveffa Farella, Annalisa Marzocca, Antonio Mazzone, and Maria Tutino. “Indoor and Outdoor Monitoring of Volatile Organic Compounds in School Buildings: Indicators Based on Health Risk Assessment to Single out Critical Issues.” Int J Environ Res Public Health 10, no. 12 (November 25, 2013): 6273–91. doi:10.3390/ijerph10126273. 16. Brundage, J.; Scott, R.M.; Lednar, W.; Smith, D.; Miller, R. Building-Associated Risk of Febrile Acute Respiratory Diseases in Army Trainees. JAMA 1988, 259, 2108–2112. 17. Mendell, Mark J, Ekaterina A Eliseeva, Michael Spears, Wanyu R Chan, Sebastian Cohn, Douglas P Sullivan, and William J Fisk. A Prospective Study of Ventilation Rates and Illness Absence in California Office Buildings. 2014. 18. Al Horr, Yousef, Mohammed Arif, Amit Kaushik, Ahmed Mazroei, Martha Katafygiotou, and Esam Elsarrag. “Occupant Productivity and Office Indoor Environment Quality: A Review of the Literature.” Building and Environment 105 (August 2016): 369–89. doi:10.1016/j.buildenv.2016.06.001. 19. Pervin, Tanjima, Ulf-G Gerdtham, and Carl Lyttkens. “Societal Costs of Air Pollution-Related Health Hazards: A Review of Methods and Results.” Cost Effectiveness and Resource Allocation 6, no. 1 (2008): 19. doi:10.1186/1478-7547-6-19. 20. Fisk, W.J. and Rosenfeld, A.H., 1997. Estimates of Improved Productivity and Health from Better Indoor Environments. Indoor Air, 7(3), pp.158-172. 21. Meeker, J.D. and Stapleton, H.M., 2010. House dust concentrations of organophosphate flame retardants in relation to hormone levels and semen quality parameters. Environmental health perspectives, 118(3), p.318. 22. Allen J, Gale S, Zoeller RT, Spengler JD, Birnbaum L, McNeely E. 2016. PBDE Flame Retardants, Thyroid Disease, and Menopausal Status in U.S. Women.Environmental Health. DOI 10.1186/s12940-016-0141-0 23. Trudel, D., Horowitz, L., Wormuth, M., Scheringer, M., Cousins, I.T. and Hungerbühler, K., 2008. Estimating consumer exposure to PFOS and PFOA.Risk Analysis, 28(2), pp.251-269. 24. Hu, X.C., Andrews, D.Q., Lindstrom, A.B., Bruton, T.A., Schaider, L.A., Grandjean, P., Lohmann, R., Carignan, C.C., Blum, A., Balan, S.A., Higgins, C.P., Sunderland, E.M. 2016. Detection of Poly- and Perfluoroalkyl Substances (PFASs) in U.S. Drinking Water Linked to Industrial Sites, Military Fire Training Areas, and Wastewater Treatment Plants. Environ Sci Technol Letters DOI: 10.1021/acs.estlett.6b00260 25. Lowell Center for Sustainable Production. Phthalates and Their Alternatives: Health and Environmental Concerns. Technical Briefing. January, 2011. FOR HEALTH FORHEALTH.ORG 14 THERMAL HEALTH What is thermal health and why does it matter? Thermal health is a term proposed by the ForHealth team to replace the more commonly used and narrow term “thermal comfort”. The term thermal health encompasses all of the impacts of thermal conditions on health, including mortality, that go beyond just “comfort”. Traditionally, the focus in the built environment has been on thermal comfort, which is defined as “the condition of mind that expresses satisfaction with the thermal environment and is assessed by subjective evaluation”.1 Thermal comfort is influenced by objective factors like air temperature, mean radiant temperature, air speed, and humidity, as well as personal factors like metabolic activity level and thermal insulation from clothing.2 A model developed in the 1970s by Ole Fanger, and still used today, provides a means of predicting if an occupant in a space will be satisfied in terms of thermal comfort based on these parameters.3 This model is the basis for the current standard that governs thermal comfort in buildings, and its stated goal is to provide an environment where at least 80% of people will be satisfied.1 Many studies have shown that when thermal comfort parameters fall outside of these acceptable ranges there is a significant impact on performance in offices, schools, and homes. But the impacts of thermal conditions extend beyond comfort. Temperature and humidity can also have a drastic effect on health, as evidenced by the heat wave in France in 2003, which claimed nearly 15,000 lives.4 In the face of rising global temperatures, these events will become more frequent. As such, we propose the use of the term “thermal health” to highlight all the health effects of thermal conditions. What is the role of the mechanical system in a building? The invention of the first modern air conditioning system by Willis Carrier in 1902 created the ability to have a fully controllable thermally-stable environment in buildings. For the first time in history we could regulate temperature and humidity conditions indoors within a narrowly defined and acceptable range, thus forever altering where and also when people could work. Indoor temperatures are influenced by a number of factors including the building design, building geography and orientation, occupant density, ventilation strategies, building structure, and mode of ventilation.5,6 In most buildings today, the ventilation system is responsible for governing indoor temperature and humidity. However, there are efforts to separate the dual role of the mechanical system in controlling both ventilation and heating/cooling by providing dedicated systems for heating/cooling that are not dependent on ventilation. How do thermal conditions impact the body? Thermoregulation of the body is controlled by a homeostatic system that responds to external thermal cues and internal hormonal cues to maintain core body temperature at approximately 37° Celsius. This is primarily accomplished by dilating or constricting blood vessels, which can change how fast heat dissipates from the body through convection and conduction, and by other thermoeffectors like sweating and shivering. Humidity influences the evaporative cooling mechanisms of our physiology. That is, if the humidity is too high, and the air more saturated, our body has a reduced capacity to cool itself through sweating. The impacts of thermal conditions extend beyond comfort. Temperature and humidity can also have a drastic effect on health, as evidenced by the heat wave in France in 2003, which claimed nearly 15,000 lives…. As such, we propose the use of the term “thermal health” to highlight all the health effects of thermal conditions. FOR HEALTH BUILDING EVIDENCE Version 1, September 2016 FOR HEALTH FORHEALTH.ORG 15 BUILDING EVIDENCE FOR HEALTH How can thermal conditions impact human health? It is well documented that thermal conditions are integral to the occupant experience. In a study conducted in office buildings across Europe, the foremost complaint reported by employees was the thermal comfort of their workspaces. Many reported that ventilation, temperature control, and humidity were all factors that contributed significantly to workplace experience and task capabilities.7 Importantly, in addition to thermal comfort, there is increased evidence around the potential for health impacts related to thermal conditions indoors. A study on workplace thermal conditions and health impacts observed that workers experienced itchy, watery eyes, headaches, and throat irritation when thermal factors such as ventilation, humidity, and heat were unfavorable.8 When indoor environments are too warm, there is evidence of increases in sick building syndrome symptoms, negative moods, heart rate, respiratory symptoms, and feelings of fatigue.9 Temperature and humidity may also influence disease transmission.10 Cold and dry environments have been found to facilitate the spread of the influenza virus because low humidity levels permit virus particles to stay in the air longer and low temperatures prolong the virus shedding period. On the other end of the spectrum, warm humid environments are conducive to mold and fungal growth.11 Can thermal conditions impact performance and learning? Thermal conditions play a role in learning and performance of schoolchildren. In a survey of more than 4,000 sixth grade students, those who reported that they had never experienced high indoor temperatures achieved 4 percent more correct answers on a national mathematics test compared to students who experienced high temperatures daily.12 Another study of more than 3,000 schoolchildren in 140 fifth grade classrooms found that each 1°C decrease in temperature within the range of 20-25° Celsius (68 – 77 degrees Fahrenheit) was associated with an increase in students’ average test scores in mathematics.13 And a recent study of performance of New York City high school students on the NY State Regents exam has shown that test performance is significantly impaired when tests are taken on hot days. Students were 6.2% less likely to pass the exam when taken on a 90° day relative to a 72° day, and the authors conclude that this can have economically meaningful impacts on short and long-term student outcomes.14 What are the risks associated with extreme heat events? Heat waves are a major cause of mortality globally, causing thousands of deaths each year. A high-profile heat wave in 2003 killed nearly 15,000 people in France alone.4 Buildings have the potential to mitigate this heat exposure or exacerbate it. Risk factors for death from heat waves include age, socioeconomic status, urbanicity, and air conditioning. Air conditioned spaces can protect against heat-related mortality by providing a thermally stable place of refuge. If a building is not air conditioned, indoor temperatures can actually exceed the outdoor temperatures due to internal heat loads. Further, the temperatures indoors can remain elevated at night or after the heat wave has ended due to the thermal mass of the building. The frequency and severity of heat events is rising significantly due to global climate change, increasing the likelihood of heat-related mortality and making control of thermal parameters in buildings a critical public health issue going forward. Thermal comfort has been suggested to be more important to office workers’ performance than job stress or job satisfaction. Humidity influences the evaporative cooling mechanisms of our physiology. That is, if the humidity is too high because the air more saturated, our body has a reduced capacity to cool itself through sweating. FOR HEALTH FORHEALTH.ORG 16 BUILDING EVIDENCE FOR HEALTH REFERENCES 1. ASHRAE. ASHRAE Standard 55-2013. Accessed August 4, 2016. https://www.ashrae.org/resources--publications/ bookstore/standard-55. 2. De Dear, R. “Thermal Comfort in Practice”. Indoor Air 14, supl. 7 (August, 2004): 32-39. doi/10.1111 /j.1600-0668.2004.00270. 3. Fanger, P Ole (1970). Thermal Comfort: Analysis and applications in environmental engineering. McGraw-Hill 4. Hémon D, Jougla E, Clavel J, Laurent F, Bellec S, Pavillon G. Surmortalité liée à la canicule d’août 2003 en France. Bulletin Epidémiologique Hebdomadaire. 2003;45-46:221-5. 5. Salthammer, Tunga, Erik Uhde, Tobias Schripp, Alexandra Schieweck, Lidia Morawska, Mandana Mazaheri, Sam Clifford, et al. “Children’s Well-Being at Schools: Impact of Climatic Conditions and Air Pollution.”Environment International 94 (September 2016): 196–210. doi:10.1016/j.envint.2016.05.009. 6. Chatzidiakou, L., D. Mumovic, and A. Summerfield. “Is CO2 a Good Proxy for Indoor Air Quality in Classrooms? Part 1: The Interrelationships Between Thermal Conditions, CO2 Levels, Ventilation Rates and Selected Indoor Pollutants.” Building Services Engineering Research and Technology 36, no. 2 (January 9, 2015): 129–61. 7. Sakellaris IA, Saraga DE, Mandin C, Roda C, Fossati S, de Kluizenaar Y, Carrer P, Dimitroulopoulou S, Mihucz VG, Szigeti T, Hänninen O, de Oliveira Fernandes E, Bartzis JG, Bluyssen PM. Perceived Indoor Environment and Occupants’ Comfort in European “Modern” Office Buildings: The OFFICAIR Study. Int J Environ Res Public Health. 2016 Apr 25;13(5). pii: E444 8. Bluyssen, P. M., C. Roda, C. Mandin, S. Fossati, P. Carrer, Y. de Kluizenaar, V. G. Mihucz, E. de Oliveira Fernandes, and J. Bartzis. “Self-Reported Health and Comfort in ‘modern’ Office Buildings: First Results from the European OFFICAIR Study.” Indoor Air 26, no. 2 (March 14, 2015): 298–317. doi:10.1111/ina.12196. 9. Lan, L., P. Wargocki, D. P. Wyon, and Z. Lian. “Effects of Thermal Discomfort in an Office on Perceived Air Quality, SBS Symptoms, Physiological Responses, and Human Performance.” Indoor Air 21, no. 5 (April 18, 2011): 376–90. 10. Lowen, A. C., Mubareka, S., Steel, J., & Palese, P. (2007). Influenza virus transmission is dependent on relative humidity and temperature. PLoS Pathog, 3(10), e151. http://journals.plos.org/plospathogens/article?id=10.1371/ journal.ppat.0030151 11. Spengler, JD, Samet, JM, McCarthy JF, Eds. Indoor Air Quality Handbook, New York, McGraw-Hill 2001 Fang, L., Wyon, D. P., Clausen, G., & Fanger, P. O. (2004). Impact of Indoor Air Temperature and Humidity in an Office on Perceived Air Quality, SBS Symptoms and Performance. Indoor Air, 14(s7), 74-81. 12. Haverinen-Shaughnessy, Ulla, Mari Turunen, Jari Metsämuuronen, Jari Palonen, Tuula Putus, Jarek Kurnitski, and Richard Shaughnessy. Sixth Grade Pupils’ Health and Performance and Indoor Environmental Quality in Finnish School Buildings. 13. Haverinen-Shaughnessy, Ulla and Richard J. Shaughnessy. “Effects of Classroom Ventilation Rate and Temperature on Students’ Test Scores.” Edited by Jeffrey Shaman. PLOS ONE 10, no. 8 (August 28, 2015): e0136165. doi:10.1371/journal.pone.0136165. 14. Park, J, Temperature Test Scores, and Educational Achievement, 2016, in preparation. FOR HEALTH FORHEALTH.ORG 17 MOISTURE Why does building moisture matter? The scope of water damage and subsequent exposures is quite extensive; studies conducted across Europe, Canada, and the United States have observed mold, mildew, or water damage in up to 36% of homes.1 A nationwide survey conducted by the Environmental Protection Agency found that 85% of office buildings across the United States had been damaged by water, and 45% had active leaks at the time of the survey.2 In a review of indoor exposure publications between 2000-2013, researchers identified that dampness and moisture-related indoor exposures are of primary concern for preventing asthma and other respiratory conditions among both sensitized and unsensitized individuals alike.3 Prior to being sensitized an individual can be exposed to elevated levels of the allergen without experiencing an allergic response, but once a person becomes sensitized, even low levels of the allergen may initiate a reaction. How does moisture impact the indoor environment? Entrance of water into damaged, poorly designed, and improperly maintained buildings has been identified as the main source of building-related illness from mold exposure in an Occupational Safety & Health Administration (OSHA) review of over 120,000 indoor air quality documents published between 1994 and 2001.4 Common sources of moisture in buildings can include: leaks from plumbing, roofs, and windows; flooding; condensation on cold surfaces (e.g., poorly insulated walls and windows, non-insulated cold water pipes, toilets); poorly maintained drain pans; or wet foundations from landscaping or gutters that direct water into and around a building. Secondary sources of moisture include water vapor from inadequately vented kitchens, showers, or combustion appliances.5 Excessive moisture collection in buildings creates favorable conditions for mold growth, which, if left unchecked, can destroy the surfaces they grow on.4 Moisture and mold growth can accumulate in materials such as wallboard and carpeting without being noticed even in buildings with good housekeeping and maintenance. In buildings, molds reproduce through the accumulation of spores, tiny cells that float continuously through indoor and outdoor air.6 When mold spores encounter a moist surface indoors, they can begin to grow on and digest their host surface. Areas typically exposed to mold in buildings are on carpets, ceiling tiles, insulation materials, wood, areas behind wallpaper, or in HVAC systems.4 These fungi can produce a number of irritating substances, including spores and volatile organic compounds (VOCs). The latter substances are responsible for musty odor, and can contribute to adverse health effects of individuals exposed.7 The most common indoor molds are cladosporium, penicillium, alternaria, and aspergillus.5 How does indoor moisture impact human health? Among those most vulnerable to mold-related health effects are infants, children, the elderly, and people with compromised immune systems. The most prevalent health effect associated with moisture is mold- related asthma. In partnership with the Lawrence Berkeley National Laboratory, the EPA estimated that FOR HEALTH BUILDING EVIDENCE Version 1, September 2016 85% of office buildings across the United States have been damaged by water and 45% have active leaks, according to a nationwide survey conducted by the EPA. FOR HEALTH FORHEALTH.ORG 18 BUILDING EVIDENCE FOR HEALTH exposure to residential dampness and mold contributed to 21% of 21.8 million cases of asthma each year.3 Several studies have found high concentrations of residential mold presence to increase asthma severity among children with both allergic and nonallergic asthma.8,9,10 Far graver effects such as asthma morbidity have been observed in populations with congenital severe asthma.6 For individuals without preexisting respiratory conditions or allergies, exposure to mold contamination can trigger a host of allergy-related symptoms, such as sneezing, runny nose, eye irritation, coughing, congestion, and skin rash.5 Mold exposure has been positively associated with hypersensitivity pneumonitis, allergic rhinitis, eczema, toxic mold syndrome, bronchitis, and lung tumor development.2,7,11 How does indoor moisture impact productivity and learning? As mentioned in the preceding section, large shared spaces such as schools and office buildings can expose occupants to a host of building-related illnesses associated with water damage and mold presence. The health effects of this exposure can interrupt workplace productivity, impact job performance, and create an unpleasant work environment. A study conducted in Sweden in 2000 found that self-reported moisture-related problems in office buildings were positively associated with asthma, allergic symptoms, and airway infections. Older buildings that used natural ventilation indicated a high frequency of interior dampness, and an increased frequency of employee complaints.12 Studies conducted in the United States observed 21% of new-onset adult asthma diagnoses could be connected to occupational exposures.13 In schools, both children and teachers run a high risk of suffering from health effects of mold exposures. In fact, recent studies have determined that teachers have a greater prevalence of asthma than other non-industrial occupational workers, and have a similar prevalence to that of blue-collar workers.14 This study also suggested that these increased asthma-like symptoms among teachers may reduce quality of life, decrease productivity, and disrupt classroom learning. In water-damaged buildings, teachers have seen significantly higher rates of vocal cord dysfunction, as well as cough, chest tightness, wheezing, and hoarseness.15 Among students, who spend up to 12,000 hours in school buildings each year,16 rates of absenteeism and productivity are directly affected by toxicants present in classrooms. An investigation into the frequency of respiratory symptoms in moisture- damaged schools observed a significant reduction in symptoms such as runny nose, dry cough, phlegm, hoarseness, swollen or itchy eyes, headache, and less fatigue during weekends and holidays compared to the school week.17 Exposure to residential dampness and mold contributed to 21% of 21.8 million cases of asthma each year. FOR HEALTH FORHEALTH.ORG 19 BUILDING EVIDENCE FOR HEALTH REFERENCES 1. Cho, Seung-Hyun, Tiina Reponen, Grace LeMasters, Linda Levin, Jian Huang, Teija Meklin, Patrick Ryan, Manuel Villareal, and David Bernstein. “Mold Damage in Homes and Wheezing in Infants.” Annals of Allergy, Asthma & Immunology 97, no. 4 (October 2006): 539–45. doi:10.1016/s1081-1206(10)60947-7. 2. U.S. Environmental Protection Agency. Moisture Control Guidance for Building Design, Construction and Maintenance Indoor Air Quality (IAQ). n.p., 2014. https://www.epa.gov/sites/production/files/2014-08/documents/moisture-control.pdf. 3. Kanchongkittiphon, Watcharoot, Mark J Mendell, Jonathan M Gaffin, Grace Wang, and Wanda Phipatanakul. EHP – Indoor Environmental Exposures and Exacerbation of Asthma: An Update to the 2000 Review by the Institute of Medicine. October 2012. Accessed July 29, 2016. doi:10.1289/ehp.1307922. http://dx.doi.org/10.1289/ehp.1307922. 4. OSHA. Preventing Mold-Related Problems in the Indoor Workplace: A Guide for Building Owners, Managers, and Occupants. n.d.: 1–32. 5. CDC. “Indoor Environmental Quality: Dampness and Mold in Buildings.” October 31, 2013. Accessed July 25, 2016. http:// www.cdc.gov/niosh/topics/indoorenv/mold.html. 6. Baxi, Sachin N., Jay M. Portnoy, Désirée Larenas-Linnemann, and Wanda Phipatanakul. “Exposure and Health Effects of Fungi on Humans.” The Journal of Allergy and Clinical Immunology: In Practice March 2016,. doi:10.1016/j.jaip.2016.01.008. 7. Pettigrew, H. David, Carlo F. Selmi, Suzanne S. Teuber, and M. Eric Gershwin. “Mold and Human Health: Separating the Wheat from the Chaff.” Clinical Reviews in Allergy & Immunology 38, no. 2-3 (August 28, 2009): 148–55. doi:10.1007/s12016-009-8175- 5. 8. Dannemiller, Karen C., Janneane F. Gent, Brian P. Leaderer, and Jordan Peccia. “Indoor Microbial Communities: Influence on Asthma Severity in Atopic and Nonatopic Children.” Journal of Allergy and Clinical Immunology 138, no. 1 (July 2016): 76–83. e1. doi:10.1016/j.jaci.2015.11.027. 9. Polyzois, Dimos, Eleoussa Polyzoi, John A Wells, and Theo Koulis. “Poor Indoor Air Quality, Mold Exposure, and Upper Respiratory Tract Infections—Are We Placing Our Children at Risk?” Journal of Environmental Health 78, no. 7 (March 2016): 20–27. 10. Jaakkola, Jouni J. K., Bing-Fang Hwang, and Niina Jaakkola. “Home Dampness and Molds, Parental Atopy, and Asthma in Childhood: A Six-Year Population-Based Cohort Study.” Environmental Health Perspectives 113, no. 3 (December 9, 2004): 357–61. doi:10.1289/ehp.7242. 11. Fisk, WJ, EA Eliseeva, and MJ Mendell. “Association of Residential Dampness and Mold with Respiratory Tract Infections and Bronchitis: A Meta-Analysis.” Environmental Health 9, no. 1 (November 15, 2010): 1. Accessed July 26, 2016. doi:10.1186/1476-069X-9-72. http://dx.doi.org/10.1186/1476-069X-9-72. 12. Bornehag, C. -G., J. Sundell, and T. Sigsgaard. “Dampness in Buildings and Health (DBH): Report from an Ongoing Epidemiological Investigation on the Association Between Indoor Environmental Factors and Health Effects Among Children in Sweden.” Indoor Air 14, no. s7 (August 2004): 59–66. doi:10.1111/j.1600-0668.2004.00274.x. 13. Fletcher, Alicia M., Matthew A. London, Kitty H. Gelberg, and Anthony J. Grey. “Characteristics of Patients with Work-Related Asthma Seen in the New York State Occupational Health Clinics.” Journal of Occupational and Environmental Medicine 48, no. 11 (November 2006): 1203–11. doi:10.1097/01.jom.0000245920.87676.7b. 14. Angelon-Gaetz, Kim A., David B. Richardson, Stephen W. Marshall, and Michelle L. Hernandez. “Exploration of the Effects of Classroom Humidity Levels on Teachers’ Respiratory Symptoms.” International Archives of Occupational and Environmental Health 89, no. 5 (January 27, 2016): 729–37. doi:10.1007/s00420-016-1111-0. 15. Cummings, Kristin J., Jordan N. Fink, Monica Vasudev, Chris Piacitelli, and Kathleen Kreiss. “Vocal Cord Dysfunction Related to Water-Damaged Buildings.” The Journal of Allergy and Clinical Immunology: In Practice 1, no. 1 (January 2013): 46–50. doi:10.1016/j.jaip.2012.10.001. 16. NCES. “Schools and Staffing Survey (SASS).” December 2011. Accessed July 28, 2016. https://nces.ed.gov/surveys/sass/ question1112.asp. 17. Casas, L., A. Espinosa, J. Pekkanen, A. Asikainen, A. Borràs-Santos, J. Jacobs, E. J. M. Krop, et al. “School Attendance and Daily Respiratory Symptoms in Children: Influence of Moisture Damage.” Indoor Air June 2016,. doi:10.1111/ina.12311. FOR HEALTH FORHEALTH.ORG 20 FORHEALTH.ORG BUILDINGS FOR HEALTH | SENSORS FOR HEALTH | INVESTING FOR HEALTH | SUSTAINABILITY FOR HEALTH | EVIDENCE FOR HEALTH DUST & PESTS What is the significance of dust to human health? Many contaminants reside in dust and lead to exposure in three different ways: 1) inhalation of resuspended dust, 2) direct dermal absorption, or 3) ingestion from hand-to-mouth behaviors. For the first pathway, dust (also called particles) on a person’s clothes, furniture, and other upholstered materials is continuously suspended and resuspended through normal activities like walking through the house, vacuuming, or folding laundry.1 In fact, people have a personal “cloud” of resuspended dust around them as they go about daily activities, not unlike the famous “Pigpen” character in the Charlie Brown cartoon.2 When the particles are resuspended, exposure can occur through inhalation. For the second pathway, chemicals in air and dust can partition out of the air and dust onto the skin and enter our bodies via dermal absorption. The third pathway, sometimes referred to as “incidental dust ingestion,” occurs when dirt and dust accumulate on our hands and are transfered to food or are ingested directly through hand to mouth contact. It is estimated that adults ingest up to 100 mg of house dust per day and children up to 200 mg per day.3 Higher ingestion rates in children are due to the greater amount of time they spend in contact with the floor and other surfaces, and higher frequency of hand to mouth behavior. This mass of dust that enters our body every day is relevant to human health because dust acts as a reservoir or sink for a variety of potentially harmful agents – outdoor particles that penetrate indoors, viruses, bacteria, chemicals, allergens (pets, mites, mold spores, pollen), building materials, dander, fabric fibers, and paint flakes that contain lead. Some of these agents (such as viruses) may only exist in dust for a few hours, while others may remain in the dust for decades. Indoor dust is the primary route of exposure for lead from lead-based paint, which can accumulate in dust from flaked paint or dirt tracked in from outdoors. Unlike chemicals in the air, chemicals in dust can continue to expose occupants long after the sources have been removed. This is of particular concern for Persistent Organic Pollutant (POPs), a name given to chemicals that are resistant to breakdown in the environment, and thus they can persist in the dust for many years.4 For example, flame retardant chemicals that are used in consumer products migrate out of those products into air and dust.5 Studies have documented that the amount of chemical that is present in indoor dust can be directly correlated with amount of chemical found in the blood of people living and working in those environments, providing quantitative evidence of the significant role of indoor dust in overall chemical exposure.6 What is the significance of pests to human health? The primary concern from pests and domestic animals is that they introduce allergens to the indoor environment which can cause an immune response in adults and children. The most relevant sources for most indoor locations are: dust mites, cockroaches, mice, rats, cats and dogs. FOR HEALTH BUILDING EVIDENCE Version 1, September 2016 An adult ingests up to 100 mg of house dust per day and a child ingests up to 200 mg per day. FOR HEALTH FORHEALTH.ORG 21 BUILDING EVIDENCE FOR HEALTH Dust mites are microscopic pests that feed on shedded human and animal skin cells, typically burrowing in bedding, mattresses, and furniture upholstery. While dust mites do not bite or sting, their feces and body parts create a harmful allergen (Der p1) that can dramatically impact human health.7 Mites have been associated with asthma,8 immune responses such as allergic rhinitis (hay fever), and allergic reactions ranging from mild symptoms like runny nose and watery eyes, to more severe responses such as asthma attacks. Among asthmatic children, the rate of dust mite allergen sensitivity can range from 48-63%, 9,10 and high allergen exposure among these individuals increases their risk of hospital admission.11 In a study conducted across the United States, four out of every five homes had detectable dust mite allergens in at least one bed.12 Insects, like cockroaches, can also introduce allergens (Bla g1 and Bla g2) into the indoor environment and people can become sensitized after exposure.13 In one study of children with asthma, exposure to cockroach allergen was identified as a risk factor for hospitalization.14 Pests like mice and rats release allergens in their urine (Mus m1 and Rat n1). When the urine dries, the dust can become resuspended and inhaled, causing an allergic reaction. Domestic animals like dogs and cats also produce allergens (Fel d1 and Can d1).13 Cat allergen, in particular, is well-known to cause reactions in people who are sensitive. Cat allergen is “sticky”, meaning it adheres to surfaces like clothing, walls, furniture and carpets.13 In studies of homes with and without cats, the levels of cat allergen in homes with cats are higher, but surprisingly, cat allergens are regularly detected in homes without cats, and in schools, offices and airplanes, due to the ‘sticky’ nature of this allergen.15 Pesticides – Part of the solution or part of the problem? When discussing pest control in the built environment, a point of primary concern is the use of chemical pesticides. Pesticides are used to kill insects (insecticides), weeds (herbicides), rodents (rodenticides), and to control the growth of molds and fungi (fungicides and biocides). Although these compounds may offer potential benefits if used properly, their function as a potentially toxic agent has garnered concern from agencies such as the EPA and CDC.16,17,18,19 In a 2014 survey, the EPA reported 75% of households use pesticides in their homes, usually in the form of insecticides or disinfectants. The survey also found 80% of most people’s exposure to pesticides was indoors, and that significant levels of over a dozen pesticides had been measured in the air inside homes.20 Pest control chemicals such as pyrethroids and organophosphates (OPs) are toxic substances that have the potential to cause long-lasting effects, even in low doses. Several studies have documented the carcinogenic effects of pyrethroid exposure.21 A childhood health meta-analysis observed links between indoor pesticide contaminants and urinary tract infections, inner ear infections, acute lymphoblastic leukemia, acute myelotic leukemia, and non-Hodgkin’s lymphoma.22 Exposure to OPs has been linked to adverse reproductive health effects and thyroid disease.23 Rodenticides are highly toxic if ingested or inhaled because they contain anticoagulants, putting those exposed at risk of internal bleeding.24 Dust acts as a reservoir for a variety of harmful agents – outdoor particles that penetrate indoors, viruses, bacteria, chemicals, allergens (pets, mites, mold spores, pollen), building materials, dander, fabric fibers, and flakes of paint with lead. FOR HEALTH FORHEALTH.ORG 22 BUILDING EVIDENCE FOR HEALTH REFERENCES 1. Ferro, A.R., Kopperud, R.J. and Hildemann, L.M., 2004. Elevated Personal Exposure to Particulate Matter from Human Activities in a Residence. Journal of Exposure Science and Environmental Epidemiology, 14, pp.S34-S40. 2. Rodes, Charles E., Richard M. Kamens, and Russell W. Wiener. “The Significance and Characteristics of the Personal Activity Cloud on Exposure Assessment Measurements for Indoor Contaminants.” Indoor Air 1, no. 2 (July 1991): 123–45. doi:10.1111/ j.1600-0668.1991.03-12.x. 3. USEPA. Exposure Factors Handbook; National Center for Environmental Assessment: Washington, DC, 1997. 4. World Health Organization. Persistent Organic Pollutants: Impact on Child Health WHO Library Cataloguing-in-Publication Data Persistent Organic Pollutants: Impact on Child Health. 2011,. Accessed August 16, 2016. http://apps.who.int/iris/ bitstream/10665/44525/1/9789241501101_eng.pdf. 5. Allen, J.G., McClean, M.D., Stapleton, H.M. and Webster, T.F., 2008. Critical Factors in Assessing Exposure to PBDEs Via House Dust. Environment international, 34(8), pp.1085-1091. 6. Zota, A.R., Rudel, R.A., Morello-Frosch, R.A. and Brody, J.G., 2008. Elevated House Dust and Serum Concentrations of PBDEs in California: Unintended Consequences of Furniture Flammability Standards? Environmental Science & Technology, 42(21), pp.8158-8164. 7. American Lung Association. “Dust Mites.” Accessed July 20, 2016. http://www.lung.org/our-initiatives/healthy-air/indoor/indoor- air-pollutants/dust-mites.html?referrer=https://www.google.com/?referrer=http://www.lung.org/our-initiatives/healthy-air/indoor/ indoor-air-pollutants/dust-mites.html. 8. Williams, Ann Houston, James Travis Smith, Edward E. Hudgens, Scott Rhoney, Halûk Özkaynak, Robert G. Hamilton, and Jane E Gallagher. “Allergens in Household Dust and Serological Indicators of Atopy and Sensitization in Detroit Children with History- Based Evidence of Asthma.” Journal of Asthma 48, no. 7 (August 10, 2011): 674–84. doi:10.3109/02770903.2011.599909. 9. Brugge, D., C. Rioux, T. Groover, J. Peters, A. Kosheleva, and J. I. Levy. “Dust Mites: Using Data from an Intervention Study to Suggest Future Research Needs and Directions.” Reviews on Environmental Health 22, no. 3 (January 2007). doi:10.1515/ reveh.2007.22.3.245. 10. Schram-Bijkerk, D., G. Doekes, M. Boeve, J. Douwes, J. Riedler, E. Üblagger, E. von Mutius, et al. “Exposure to Microbial Components and Allergens in Population Studies: A Comparison of Two House Dust Collection Methods Applied by Participants and Fieldworkers.” Indoor Air 16, no. 6 (December 2006): 414–25. doi:10.1111/j.1600-0668.2006.00435.x. 11. Gore, Robin B., Lisa Curbishley, Nicholas Truman, Elizabeth Hadley, Ashley Woodcock, Stephen J. Langley, and Adnan Custovic. “Intranasal Air Sampling in Homes: Relationships Among Reservoir Allergen Concentrations and Asthma Severity.” Journal of Allergy and Clinical Immunology 117, no. 3 (March 2006): 649–55. doi:10.1016/j.jaci.2005.12.1351. 12. Arbes SJ Jr, Cohn RD, Yin M, Muilenberg ML, Burge HA, Friedman W, Zeldin DC. House Dust Mite Allergen in US Beds: Results from the First National Survey of Lead and Allergens in Housing. J Allergy Clin Immunol. 2003 Feb;111(2):408-14. 13. Spengler, J.D., Samet, J.M. and McCarthy, J.F., 2001. Indoor Air Quality Handbook. 14. Rosenstreich, D.L., Eggleston, P., Kattan, M., Baker, D., Slavin, R.G., Gergen, P., Mitchell, H., McNiff-Mortimer, K., Lynn, H., Ownby, D. and Malveaux, F., 1997. The Role of Cockroach Allergy and Exposure to Cockroach Allergen in Causing Morbidity Among Inner-City Children with Asthma. New England Journal of Medicine, 336(19), pp.1356-1363. 15. Custovic, A., Green, R., Taggart, S.C.O., Smith, A., Pickering, C.A.C., Chapman, M.D. and Woodcock, A., 1996. Domestic Allergens in Public Places II: Dog (Can f 1) and Cockroach (Bla g 2) Allergens in Dust and Mite, Cat, Dog and Cockroach Allergens in the Air in Public Buildings. Clinical & Experimental Allergy, 26(11), pp.1246-1252. 16. EPA. “Pesticides’ Impact on Indoor Air Quality.” October 15, 2015. Accessed July 1, 2016. https://www.epa.gov/indoor-air- quality-iaq/pesticides-impact-indoor-air-quality. 17. CDC. “Indoor Environmental Quality.” June 18, 2013. Accessed July 21, 2016. http://www.cdc.gov/niosh/topics/indoorenv/ constructionieq.html. 18. CDC. “Particle Pollution.” April 1, 2014. Accessed July 19, 2016. http://www.cdc.gov/air/particulate_matter.html. 19. CDC. “Pesticide Illness & Injury Surveillance.” August 14, 2015. Accessed July 1, 2016. https://www.cdc.gov/niosh/topics/ pesticides/. 20. EPA, US and ORIA. “Pesticides’ Impact on Indoor Air Quality.” October 15, 2015. Accessed July 1, 2016. https://www.epa.gov/ indoor-air-quality-iaq/pesticides-impact-indoor-air-quality; EPA “Pesticides’ Impact on Indoor Air Quality.” October 15, 2015. Accessed July 1, 2016. https://www.epa.gov/indoor-air-quality-iaq/pesticides-impact-indoor-air-quality. 21. Chen, M., C. -H. Chang, L. Tao, and C. Lu. “Residential Exposure to Pesticide During Childhood and Childhood Cancers: A Meta-Analysis.” Pediatrics 136, no. 4 (September 14, 2015): 719–29. doi:10.1542/peds.2015-0006. 22. Wigle, Donald T, Tye E Arbuckle, Michelle C Turner, Annie Berube, Qiuying Yang, Shiliang Liu, and Daniel Krewski. “Epidemiologic Evidence of Relationships Between Reproductive and Child Health Outcomes and Environmental Chemical Contaminants.” Journal of Toxicology and Environmental Health 11 (May 2008): 373–517. 23. Tapia, Beatriz, Patsy G Bortoni, Enrique Escobedo, David Camann, Lynn P Heilbrun, Robin M Whyatt, and Claudia S Miller. “A Comparative Study of Pesticide Use in Homes of Pregnant Women Living at the TexasMexico Border and in New York City.” TPHA Journal 64, no. 3 n.d.: 18–23. 24. National Pesticide Information Center. “Rodenticides.” Accessed July 1, 2016. http://npic.orst.edu/factsheets/rodenticides. html FOR HEALTH FORHEALTH.ORG 23 SAFETY AND SECURITY Why is ‘Safety and Security’ part of the 9 Foundations of a Healthy Building? Maslow’s Hierarchy of Needs tells us that Safety and Security are fundamental to our ability to thrive, coming only after the basic needs of food and water. We understand this in society and as individuals we see the role of security in our everyday lives through interactions with police, security lines, security cameras, and locking and unlocking the doors to our cars, homes and offices. We recognize the importance of these acts in keeping us safe from acute security events like robberies and crimes. What we may not recognize as clearly is that these feelings of safety and security directly influence our health, and buildings play a critical role in keeping us safe and secure. The desire to protect ourselves and seek safety is so important that we carry within our genetic heritage a ‘wall-hugging’ behavioral trait, thigmotaxis, which describes our tendency to cling to perimeters since we can never quite predict what may be coming around the corner.3 Neurobiologists suspect that our brain’s ‘security motivation system’ evolved as an adaptive response to dealing with rare, extreme threats by keeping us on high alert as we surveil our environment, and in the absence of satisfactory cues, this state of alarm may only be de-activated by engaging in security-related behaviors.4 How does feeling unsafe impact health? When our sense of security is threatened, it can trigger a cascade of biological “fight or flight” responses that alter our physical and psychological functioning.5 Perceived threats to safety flood our bodies with stress-induced hormones like adrenaline and cortisol that elevate heart rate and increase blood pressure.5 While individuals vary in their response, psychological stress can negatively affect immune function with onset of immune changes occurring in as little as five minutes.6 Chronically elevated stress hormones suppress immunity which can exacerbate autoimmune diseases and other inflammatory conditions, while elevated blood pressure levels can eventually lead to damaged arteries and plaque formation, putting stressed individuals at greater risk of hypertension and cardiovascular disease.5 Over time, these responses place wear and tear on the body that increases disease susceptibility.7 Damage to property and loss of resources, along with perceived life threat, are associated with the onset of Post-Traumatic Stress Disorder and other mental health disorders.5 Yet even without actually being a victim, anticipating possible victimization can induce stress, depression, sleeping difficulties, and constrained use of public spaces.9 It can also contribute to withdrawal from social activities10 which may indirectly harm health since lower levels of social support have been implicated in increased risk of cardiovascular illness.7 Ultimately, the preventative actions and behavioral changes stemming from fear of crime can adversely impact psychological and physical health and lessen a person’s quality of life.9,10 Feeling unsafe at school has even been shown to negatively affect students’ academic performance.20 Sample populations from numerous studies investigating the link between fear of crime and health have found that: • victims and non-victims report suffering negative psychological effects from the fear of crime. For non- victims, fear of crime contributes to feelings of anxiety and stress (65.1%), sleeping difficulties (27.4%), depression (10%), and panic attacks (8%).11 Even in the absence of personal victimization, there are many ways by which living in a world with crime can impact upon health. FOR HEALTH BUILDING EVIDENCE Version 1, September 2016 FOR HEALTH FORHEALTH.ORG 24 BUILDING EVIDENCE FOR HEALTH • individuals with greater crime worry participate in fewer social activities, exercise less, are about 1.5 times as likely to have a common mental disorder, and nearly twice as likely to have depression compared to those reporting low fear of crime.8 • being ‘very worried’ about crime has been significantly associated with higher levels of psychological distress.12 • perceptions of community violence have been found to significantly predict fear of walking outdoors, and higher levels of fear are associated with lower scores on self-reported measures of physical health.13 • perception of neighborhood safety has been significantly associated with body mass index, and individuals perceiving their neighborhood as safer from crime had a lower BMI.14 In addition to these examples drawn from research in adults, there is evidence that fear of crime can also affect children. Students’ perceived sense of security within the school environment can impact their mental health, engagement in school activities, and academic achievement. Exposure to school neighborhood violence has been associated with lower test scores in English and math among elementary and middle school students.24 Inner-city children in unsafe neighborhoods have higher likelihoods of having poorly controlled asthma, increased dyspnea and rescue medication use, more limitation in activity, and higher night-time asthma symptoms.25 The relationship between fear of crime and health may be reciprocal because fear of crime can negatively impact health and poorer health can heighten anxiety about an individual’s increased vulnerability to victimization. People with long-term depressive symptoms, poorer physical functioning, or poorer mental functioning are more likely to report subsequent fear of crime.15 There is growing evidence that particularly for women and older adults, physical inactivity is higher among people who perceive their neighborhood to be unsafe from crime9 and because some groups are disproportionately victimized based on their age, ethnicity, or disability, fear of crime may exacerbate existing health inequalities.16 What is the role of the built environment on security and health? Indoor security threats are continuously evolving as we progress into the 21st century. Building managers must consider and address a complex variety of existing and emerging risks that may arise from unauthorized entry, occupants armed with guns or explosive devices, cyber security attacks, and the threat of chemical, biological or radiological weapons of mass destruction. We may take for granted the fire and life safety systems are continually operating in buildings, only noticing when inadequate systems or failures lead to catastrophic consequences. Research on the efficacy of closed-circuit television (CCTV) remains limited,19 however, the presence of city street security cameras has been shown to positively influence feelings of safety.22 Feelings of safety may be influenced by the presence of uniformed security guards, but there is some research that suggests that if a place is already perceived as safe then feelings of safety may not be enhanced.21 There is evidence that well-designed security measures like fences, locks, or secure entry systems have the potential to reduce fear of crime.17 After enhanced security measures were introduced into Liverpool, U.K. tower block buildings, fear of domestic crime was much lower among residents relative to the greater population of Britain. Residents who also reported less fear of victimization on neighborhood streets at night scored significantly better on a composite indicator of mental health.18 These initial findings reveal that security may positively influence health in ways not previously considered. The emerging evidence that fear of crime impinges on our physical and psychological health suggests promising potential for strategically aligning security measures with public health goals to both protect and enhance our well- being in the built environment. “ Worry about crime is implicated in a cycle of decreased health, increased vulnerability, and further insecurities about crime.”15 FOR HEALTH FORHEALTH.ORG 25 BUILDING EVIDENCE FOR HEALTH REFERENCES 1. Dolan, Paul and Peasgood, Tessa (2006) Estimating the Economic and Social Costs of the Fear of Crime. The British Journal of Criminology, 47 (1). pp. 121-132. ISSN 0007-0955. 2. Allen, J., MacNaughton, P., Cedeno Laurent, J.G., Flanigan, S., Eitland, E., & Spengler, J. (2015). “Green buildings and health”. Current Environmental Health Reports, Volume 2, Issue 3, Pages: 250-258. 3. Sussman, A. & Hollander, J. (2015). Cognitive Architecture: Designing for How We Respond to the Built Environment. Routledge Press, New York. 2015. 4. Woody, E. & Szechtman, H. (2011). Adaptation to Potential Threat: The Evolution, Neurobiology, and Psychopathology of The Security Motivation System. Neuroscience and Biobehavioral Reviews, 35 (2011) 1019-1033. 5. Schneiderman, N., Ironson, G. & Siegel, S. (2005). Stress and Health: Psychological, Behavioral, and Biological Determinants. Annual Review of Clinical Psychology 2005; 1: 607-678. doi10.1146/annurev.clinpsy.1.102803.144141. 6. Marsland, A.L., Bachen, E.A., Cohen, S., Rabin, B., & Manuck, S.B. (2002). Stress, Immune Reactivity and Susceptibility to Infectious Disease. Physiology & Behavior, 77:711-16. 7. American Psychological Association (2015). How Stress Affects Your Health. Retrieved 10 November 2015. http://www.apa.org/ helpcenter/stress.aspx 8. Stafford, M., Chandola, T., & Marmot, M. (2007). ‘Association Between Fear of Crime and Mental Health and Physical Functioning’. American Journal of Public Health, 97:2076-81. 9. Foster, S., & Giles-Corti, E. (2008). The Built Environment, Neighborhood Crime, and Constrained Physical Activity: An Exploration of Inconsistent Findings. Preventive Medicine, 47: 241-51. 10. Robinson, F. & Keithley, J. (2000). The Impacts of Crime on Health and Health Services: A Literature Review. Health, Risk & Society, 2, 253-256. 11. Morrall, P., Marshall, P. Pattison, S. & MacDonald, G. (2010), Crime and Health: A Preliminary Study into the Effects of Crime on the Mental Health of UK University Students. Journal of Psychiatric and Mental Health Nursing, 17: 821–828. 12. Roberts, B., Stickley, A., Petticrew, M. & McKee, M. (2010). The Influence of Concern About Crime on Levels of Psychological Distress in the Former Soviet Union. Journal of Epidemiology & Community Health, 66: 433-439. doi:10.1136/ jech.2010.118901. 13. Roman, C., Knight, C., Chalfin, A., & Popkin, S. (2009). The Relation of the Perceived Environment to Fear, Physical Activity, and Health in Public Housing Developments: Evidence from Chicago. Journal of Public Health Policy, (2009), 30: S286-S308. doi:10.1057/jphp.2008.62. 14. Christian, H., Gilles-Corti, B., Knuiman, M., Timperio, A., & Foster, S. (2011). The Influence of the Built Environment, Social Environment and Health Behaviors on Body Mass Index. Results from RESIDE. Preventative Medicine, Volume 53, Issues 1-2, July-August 2011, Pages 57-60. 15. Jackson, J. & Stafford, M. (2009). Public Health and Fear of Crime: A Prospective Cohort Study. The British Journal of Criminology, 49(6): 832-847. 16. Lorenc, T., Petticrew, M., Whitehead, M., Neary, D., Clayton, S., Wright, K., Thomson, H., Cummins, S., Sowden, A. & Renton, A. (2013a). Fear of Crime and the Environment: Systematic Review of UK Qualitative Evidence. BMC Public Health, 2013, 13:496. doi:10.1186/1471-2458-13-496. 17. Lorenc, T., Petticrew, M., Whitehead, M., Neary, D., Clayton, S., Wright, K., Thomson, H., Cummins, S., Sowden, A., & Renton, A. (2013b). Environmental Interventions to Reduce Fear of Crime: Systematic Review of Effectiveness. Systematic Reviews, 2013, 2:30. 18. Green, G., Gilbertson, J., & Grimsley, M. (2002). Fear of Crime and Health in Residential Tower Blocks: A Case Study in Liverpool, UK. The European Journal of Public Health. 12(1): 10-15. 19. Welsh, B. C., Farrington, D. P., & Taheri, S. A. (2015). Effectiveness and Social Costs of Public Area Surveillance for Crime Prevention. Annual Review of Law and Social Science, 11, 111-130. 20. Lacoe, J. (2013). Too Scared To Learn? The Academic Consequences of Feeling Unsafe at School. Institute for Education and Social Policy Working Paper, (02-13). 21. Doyle, M., Frogner, L., Andershed, H., & Andershed, A. K. (2016). Feelings of Safety In The Presence of the Police, Security Guards, and Police Volunteers. European Journal on Criminal Policy and Research, 22(1), 19-40. 22. Rompay, T. J., Vries, P. W., & Damink, M. T. (2015). “For Your Safety” Effects of Camera Surveillance on Safety Impressions, Situation Construal and Attributed Intent. 23. National Institute of Building Sciences (2015). Whole Building Design Guide. Security for Building Occupants and Assets. Retrieved from https://www.wbdg.org/design/provide_security.php 24. Chen, J. (2013). Leave No Crime Behind: Exposure to Violence and School Performance in New York City. Doctoral Dissertation. Columbia University. Retrieved from http://academiccommons.columbia.edu/catalog/ac:182006 25. Kopel, L. S., Gaffin, J. M., Ozonoff, A., Rao, D. R., Sheehan, W. J., Friedlander, J. L., ... & Gold, D. R. (2015). Perceived Neighborhood Safety and Asthma Morbidity in the School Inner-City Asthma Study. Pediatric Pulmonology, 50(1), 17-24. FOR HEALTH FORHEALTH.ORG 26 WATER QUALITY Why does water quality matter? We all know that water is an essential nutrient for life1 as it is necessary to maintain a normal body temperature, lubricate joints, protect sensitive tissues, and promote healthy waste removal through urination, perspiration, and bowel movements.2 What is less well known is that contaminated drinking water is one of the leading causes of disease globally, responsible for transmitting pathogens (i.e. cholera, dysentery, typhoid, polio), causing nearly 850,000 deaths due to diarrheal diseases, affecting 240 million people with the water parasite schistosomiasis, exposing millions to unsafe levels of neurotoxic heavy metals such as lead, and requiring considerable time and effort just to acquire safe drinking water.4 According to the World Health Organization, in 2015, 4.2 billion people obtained their water through a piped connection and 2.4 billion use improved sources such as public taps, protected wells, and boreholes.4 Microbial contamination is by far the largest contributor to the global burden of waterborne disease, and although the United States has one of the safest public drinking water supplies in the world,5 outbreaks of waterborne illnesses continue to occur. Surveillance data from the CDC revealed that in 2011-2012, thirty- two drinking water related outbreaks were reported across the nation, contributing to 431 cases of illness, 102 hospitalizations, and 14 deaths.6 More than 78% of these outbreaks were associated with community water systems. How can water quality be compromised in a building? Approximately, 61% of total plain drinking water intake in the United States comes from the tap.5 Yet our nation’s water infrastructure is significantly deteriorated and approaching the end of its useful life as many water pipes and mains are more than 100 years old.7 A 2013 assessment by the American Civil Society of Engineers found America’s water infrastructure to be in “poor to fair condition and mostly below standard” with “strong risk of failure”, brought to national attention by the Flint water crisis in Michigan, which exposed thousands of children to unsafe levels of lead.8 There are several key ways water quality may be compromised. First, wear and tear on service pipes can exacerbate corrosion, dissolving metals due to chemical reactions between water and plumbing fixtures, influencing the extent to which lead, copper and other metals can contaminate drinking water.9 For example, lead may be present in service pipes due to lead piping and solder, particularly in water with high acidity, low mineral content, and hot water systems.8 Second, drinking water may be contaminated by improper treatment; poor maintenance of distribution systems; malfunctioning wastewater treatment systems; accidental sewage releases; pesticides, fertilizers, and livestock waste from agricultural runoff; and heavy metals from manufacturing processes.10 Third, the FOR HEALTH BUILDING EVIDENCE Version 1, September 2016 Microbial contamination is by far the largest contributor to the global burden of waterborne disease, and although the United States has one of the safest public drinking water supplies in the world, outbreaks of waterborne illnesses continue to occur. The U.S. Environmental Protection Agency controls the National Primary Drinking Water Regulations (NPDWR) which sets water testing schedules and legal limits for more than 90 contaminants in drinking water. FOR HEALTH FORHEALTH.ORG 27 BUILDING EVIDENCE FOR HEALTH duration of time that water is stored within a system before being used may affect its quality. Storage for long periods of time can damage plumbing materials and compromise the safety of drinking water by diminishing the efficacy of disinfecting agents (such as chlorine) and contributing to the growth of microorganisms that pose a risk to human health.11 Changes in disinfection practices in lead service lines can also increase levels of lead in drinking water.12,13,14 How does poor water quality impact human health? The U.S. Environmental Protection Agency controls the National Primary Drinking Water Regulations (NPDWR) which sets water testing schedules and legal limits for more than 90 contaminants in drinking water.15 Limits are set for the following classes of potential contaminants: microorganisms, disinfectants, disinfection byproducts, inorganic chemicals, organic chemicals and radionuclides. For each, EPA sets a Maximum Contaminant Level Goal (MCGL) and a Maximum Contaminant Level (MCL), of which the latter is the legally enforceable limit. Occasionally these limits are not met. An investigation and analysis of over 20 million tap water quality test results from 2004-200916 found that even among regulated contaminants, 87 chemicals were detected at least once at levels above recommended guidelines. Water quality is a broad topic that cannot be fully covered in two-pages, so we have provided a few specific examples that relate to water quality and health, covering three categories: inorganic chemicals (lead), organics (polyfluorinated chemicals), and microorganisms (Legionella). Example 1 – Inorganic Chemicals - Lead An estimated 40-45 million Americans get their drinking water from smaller, private systems that are not regulated under the Safe Drinking Water Act’s Lead and Copper Rule, nor are they routinely tested for lead.17 Lead bioaccumulates in the body and numerous research studies have long established that lead can affect cognitive development in children,18 even at low levels19 (copper, in high doses, can cause symptoms such as irritation of the eyes, mouth and nose; nausea, vomiting, stomach cramps, and diarrhea).20 Lead service lines and higher levels of lead in water have been significantly associated with elevated blood lead levels in young children.14,21 In 2016, elevated lead levels have been detected in the drinking water of many U.S. public schools across the country,22,23,24,25 due to an aging school building infrastructure that predates the Lead and Copper Rule. Due to developing children’s’ increased vulnerability to lead exposures, the U.S. Environmental Protection Agency, in concurrence with the general scientific community, has stated that there is “no known safe level of lead in a child’s blood”.15 Lead in drinking water not only poses a health hazard to children; it can also harm adults. Elevated blood lead levels in adults have also been associated with systolic blood pressure variability, a risk factor for cardiovascular disease,26 as well as hypertension, nerve disorders, decreased kidney function, reproductive problems, and reduced fetal growth in pregnant women.27 Example 2 – Organic Chemicals - Polyfluorinated Chemicals Highly fluorinated chemicals, also called polyfluorinated chemicals and more recently polyfluoroalkyl substances (PFASs), are a class of compounds that are used to confer stain resistance and non-stick properties to consumer products like cookware, couches, carpets and clothing. They are also used in firefighting foam. These chemicals are extremely persistent and do not break down in the environment. Once they are released from consumer products, or directly from industrial facilities, they can migrate into water sources. A recent study found PFASs were detected at levels above the EPA’s lifetime health advisory in drinking water supplies in 33 states, affecting an estimated 6 million Americans. Exposure to PFASs has been associated with cancer, elevated cholesterol, obesity, endocrine disruption28 and immune suppression, which may reduce the efficacy of vaccines in children.29 Example 3 – Microorganisms - Legionella Legionella bacteria in building water systems accounted for two-thirds of waterborne illness outbreaks in the U.S., 26% of reported illnesses, and all 14 reported deaths – 12 of which were associated with health care facilities.6 Legionella thrive in building plumbing systems with stagnating water (plumbing system “dead legs” or areas with infrequent water use), warm water, and when residual disinfectant concentrations are low. Exposure occurs after the water is aerosolized from a faucet or shower and the Legionella is inhaled. Legionella causes two types of disease – Pontiac Fever, a self-resolving flu-like illness, and Legionnaire’s disease, a severe type of pneumonia.30 FOR HEALTH FORHEALTH.ORG 28 BUILDING EVIDENCE FOR HEALTH REFERENCES 1. Kleiner, S. M. (1999). Water: an essential but overlooked nutrient. Journal of the American Dietetic Association, 99(2), 200-206. 2. Center for Disease Control. (2014). Water & Nutrition. https://www.cdc.gov/healthywater/drinking/nutrition/ 3. Institute of Medicine. (2005). Dietary Reference Intakes for Water, Potassium, Sodium, Chloride, and Sulfate. The National Academies Press. 4. WHO. (2015). Drinking-Water. http://www.who.int/mediacentre/factsheets/fs391/en/ 5. U.S. Department of Agriculture (2011). Drinking Water Intake in the U.S. What We Eat in America, NHANES 2005-2008. USDA Food Surveys Research Group, Dietary Data Brief No. 7, September 2011. 6. Beer, K.D., Gargano, J.W., Roberts, V.A., Hill, V.R., Garrison, L.E., Kutty, P.K., Hilborn, E.D., Wade, T.J., Fullerton, K.E., & Yoder, J.S. (2015). Surveillance for Waterborne Disease Outbreaks Associated with Drinking Water - United States 2011-2012. Morbidity and Mortality Weekly Report, Weekly, August 14, 2015, 64(31): 842-848. Centers for Disease Control and Prevention. 7. American Society of Civil Engineers (2013). 2013 Report Card for America’s Infrastructure. Drinking Water. 8. Hanna-Attisha, Mona; LaChance, Jenny; Sadler, Richard Casey; Champney Schnepp, Allison. 2015. Elevated Blood Lead Levels in Children Associated With the Flint Drinking Water Crisis: A Spatial Analysis of Risk and Public Health Response. American Journal of Public Health. 106(2): 283–290. doi:10.2105/AJPH.2015.303003.ISSN 0090-0036. 9. U.S. Environmental Protection Agency (2016). Basic Information About Lead in Drinking Water. Retrieved from https://www.epa. gov/ground-water-and-drinking-water/basic-information-about-lead-drinking-water 10. Centers for Disease Control and Prevention (2009). Water Quality and Testing: Water Quality. 11. Water Research Foundation (2015). Green Building Design: Water Quality Considerations Fact Sheet. 12. U.S. Environmental Protection Agency (2007b). Elevated Lead in D.C. Drinking Water—A Study of Potential Causative Events, Final Summary Report. Washington, DC. 13. Miranda ML, Kim D, Jull AP, Paul CJ, Overstreet Galeano MA. (2007). Changes in Blood Lead Levels Associated with Use of Chloramines in Water Treatment Systems. Environ Health Perspect 2007;115: 221–5. 14. Brown MJ, Raymond J, Homa D, Kennedy C, Sinks T. (2012). Association Between Children’s Blood Lead Service Lines, and Water Disinfection, Washington, DC, 1998–2006. Environ Res 2012; 111:67–74. 15. U.S. Environmental Protection Agency (2015). Drinking Water Regulatory Information. Retrieved from https://www.epa.gov/ dwreginfo/drinking-water-regulatory-information 16. Environmental Working Group (2009). National Drinking Water Database: 2004-2009. 17. Brown, M.J. & Margolis, S. (2012). Lead in Drinking Water and Human Blood Lead Levels in the United States. Morbidity and Mortality Weekly Report, Supplements, August 10, 2012. 61(04): 1-9. Centers for Disease Control and Prevention. 18. Earl, R., Burns, N., Nettelbeck, T., & Baghurst, P. (2015). Low-Level Environmental Lead Exposure Still Negatively Associated with Children’s Cognitive Abilities. Australian Journal of Psychology. 19. Bloom, M. (2016). Elevated Lead Levels Found at Half of Atlanta Schools Tested. The Atlanta Journal-Constitution. June 30, 2016. Retrieved from http://www.myajc.com/news/news/local-education/elevated-lead-levels-found-at-half-of-atlanta-scho/nrqXh/ 20. National Institute of Environmental Health Sciences (2013). Lead and Your Health. 21. Nitkin, A. (2016, June 20). 26 CPS Schools Have Lead in Their Water: What Does This Mean for Kids? DNAInfo. 22. Chambers, J. & Lynch, J. (2016, April 4). Dangerous Lead Levels Detailed at Some DPS Schools. The Detroit News. 23. Ludden, J. (2016, March 16). Before Flint, Lead-Contaminated Water Plagued Schools Across U.S. National Public Radio Morning Edition. http://www.npr.org/2016/03/16/470512927/before-flint-lead-contaminated-water-plagued-schools-across-u-s 24. Hanna-Attisha, M., LaChance, J., Sadler, R. C., & Champney Schnepp, A. (2016). Elevated Blood Lead Levels in Children Associated with the Flint Drinking Water Crisis: A Spatial Analysis of Risk and Public Health Response. American Journal of Public Health, 106(2), 283-290. 25. Edwards M, Triantafyllidou S, Best D. 2009. Elevated Blood Lead in Young Children Due to Lead-Contaminated Drinking Water: Washington, DC, 2001-2004. Environ Sci Technol 43:1618-23. 26. Faramawi, M. F., Delongchamp, R., Lin, Y. S., Liu, Y., Abouelenien, S., Fischbach, L., & Jadhav, S. (2015). Environmental Lead Exposure is Associated with Visit-To-Visit Systolic Blood Pressure Variability in the US Adults. International Archives Of Occupational And Environmental Health, 88(3), 381-388. 27. Howard Hu, Martha María Téllez-Rojo, David Bellinger, Donald Smith, Adrienne S. Ettinger, Héctor Lamadrid-Figueroa, Joel Schwartz, Lourdes Schnaas, Adriana Mercado-García, Mauricio Hernández-Avila. 2006. Fetal Lead Exposure at Each Stage of Pregnancy as a Predictor of Infant Mental Development. Environ Health Perspect. 114(11): 1730-1735. doi: 10.1289/ehp.9067 28. Hu, X.C., Andrews, D.Q., Lindstrom, A.B., Bruton, T.A., Schaider, L.A., Grandjean, P., Lohmann, R., Carignan, C.C., Blum, A., Balan, S.A., Higgins, C.P., Sunderland, E.M. 2016. Detection of Poly- and Perfluoroalkyl Substances (PFASs) in U.S. Drinking Water Linked to Industrial Sites, Military Fire Training Areas, and Wastewater Treatment Plants. Environ Sci Technol Letters DOI: 10.1021/acs. estlett.6b00260 29. Grandjean, P., Andersen, E.W., Budtz-Jørgensen, E., Nielsen, F., Mølbak, K., Weihe, P. and Heilmann, C., 2012. Serum Vaccine Antibody Concentrations in Children Exposed to Perfluorinated Compounds. JAMA, 307(4), pp.391-397. 30. Centers for Disease Control and Prevention (2016b). Legionella (Legionnaire’s Disease and Pontiac Fever): About the Disease. Retrieved from http://www.cdc.gov/legionella/about/ 31. Centers for Disease Control and Prevention (2014b). Water-Related Diseases and Contaminants in Public Water Systems. FOR HEALTH FORHEALTH.ORG 29 NOISE What is ‘noise’? Noise is defined as “unwanted or disturbing sound” that interferes with normal activities such as work, sleeping and conversation.1 Noise enters building interiors from outside sources such as aircraft, road traffic, trains, lawn mowers, snow blowers, and the operation of heavy equipment at construction sites. Indoors, noise can be generated from a building’s mechanical and HVAC systems, office equipment, vacuum cleaners, industrial machinery, or conversations among occupants. Most people are familiar with the potential for direct auditory effects of noise exposure, namely noise-induced hearing loss. Noise-induced hearing loss can lead to a cascade of other downstream effects including creating communication barriers, limiting concentration and attention, and increasing stress and fatigue due to strain. However, there are also non-auditory health concerns from noise exposure. For example, estimates from 2013 suggest that as many as 145.5 million people in the United States may be chronically exposed to levels of noise (55-60 dBA) that can increase risk of hypertension.2 How does noise impact human health? Each year, around 30 million Americans are occupationally exposed to hazardous noise levels3 and another 26 million Americans ages 20-69 have hearing loss that may have been induced by noise exposure in the workplace or leisure activities.4 The presence of background noise can also be disruptive and interfere with an individual’s ability to communicate and clearly perceive speech at a normal speaking volume. Thus, a building occupant may need to raise their voice to compensate. High noise levels outside schools and self-reported poor acoustics in the workplace have been significantly associated with teachers’ voice symptoms such as vocal fatigue, dry throat, hoarseness, and voice loss.5 Noise exposure can alter the function of many of the body’s internal organs and systems.6 Multiple studies on the non-auditory effects of noise exposure have observed that increased noise levels are associated with higher systolic and diastolic blood pressure, changes in heart rate,7 and hypertension.8 In children, environmental noise exposure has been associated with fatigue, irritability,9 emotional symptoms, behavioral conduct problems, increased hyperactivity,10,11,12 higher blood pressure,13,14,15 increased levels of stress hormones such as adrenaline and noradrenaline, poorer well-being,16 and noise annoyance among students.17,18 Noise annoyance, which is a form of psychological stress, encompasses feelings of irritation, discomfort, distress, or frustration.18 In adults, long- term transportation noise annoyance has been associated with lower levels of physical activity.19 Each year, around 30 million Americans are occupationally exposed to hazardous noise levels and another 26 million Americans ages 20-69 have hearing loss that may have been induced by noise exposure in the workplace or leisure activities. FOR HEALTH BUILDING EVIDENCE Version 1, September 2016 Studies of the non-auditory effects of noise exposure have observed that increased noise levels are associated with higher systolic and diastolic blood pressure, changes in heart rate, and hypertension. FOR HEALTH FORHEALTH.ORG 30 BUILDING EVIDENCE FOR HEALTH Although research on the effects of noise exposure on children’s sleep quality is limited, preliminary findings suggest that nighttime road traffic noise may be associated with daytime sleepiness16 and sleep disturbance.7 In adults, substantial epidemiological evidence has revealed that nocturnal noise exposures have been associated with sleep disturbance and that environmental noise exposures can exacerbate the risk of cardiovascular disease.6,20 Daytime road traffic noise has been associated with increased mortality from hypertension among women,21 with hospital admissions for stroke among elderly adults, and with all-cause mortality in adults in areas exposed to noise levels greater than 60 dB.22 Long-term residential road traffic noise exposure has also been associated with increased risk for diabetes,23 higher waist circumference and Body Mass Index, and obesity.24,25,26 How does noise impact human performance? Children under age 15 are more sensitive to inappropriate listening conditions because they are still developing mature language skills.27 Noise interference in the classroom from outdoor sources (like aircrafts) can impair children’s speech and listening comprehension28 as well as their concentration, understanding of verbal information,9 reading comprehension,29,30,17,9 and memory.16,31 Research has shown that non-auditory higher cognitive processes such as memory and attention, which are critical elements of reading comprehension, develop slowly31 and thus children may be especially sensitive to chronic noise exposures.9 Noise has also been found to adversely impact reading and writing, and research suggests that chronic exposure to noise may impact children’s cognitive development.28 As of 2014, more than 20 studies have shown environmental noise exposures to be negatively correlated with children’s learning outcomes and cognitive performance.32,7 In the workplace, environmental noise exposure can increase accidents3 and impair employee performance and productivity, especially during difficult and complex tasks.33 With approximately 70% of U.S. offices having an open floor plan,34 more workers are susceptible to distractions from noise while working. A recent survey of more than 1,200 senior executives and non-executive employees found that 53% of employees report that ambient noise reduces their work satisfaction and productivity.35 A recent survey of more than 1,200 senior executives and non-executive employees found that 53% of employees report that ambient noise reduces their work satisfaction and productivity. FOR HEALTH FORHEALTH.ORG 31 BUILDING EVIDENCE FOR HEALTH REFERENCES 1. United States Environmental Protection Agency (2016). Title IV: Noise Pollution. https://www.epa.gov/clean-air-act-overview/ title-iv-noise-pollution. 2. Hammer, M. S., Swinburn, T. K., & Neitzel, R. L. (2014). Environmental Noise Pollution in the United States: Developing an Effective Public Health Response. Environmental Health Perspectives (Online), 122(2), 115. http://search.proquest.com/ docview/1661375559?pq-origsite=gscholar 3. Occupational Safety and Health Administration (n.d.). Safety and Health Topics: Occupational Noise Exposure. https://www. osha.gov/SLTC/noisehearingconservation/ 4. National Institute on Deafness and Other Communication Disorders, National Institutes of Health (2015). Noise-Induced Hearing Loss. https://www.nidcd.nih.gov/health/noise-induced-hearing-loss 5. Cutiva, L. C. C., & Burdorf, A. (2015). Effects of Noise and Acoustics in Schools on Vocal Health in Teachers. Noise and Health, 17(74), 17. 6. Münzel, T., Gori, T., Babisch, W., & Basner, M. (2014). Cardiovascular effects of environmental noise exposure. European heart journal, 35(13), 829-836. 7. Basner, M., Babisch, W., Davis, A., Brink, M., Clark, C., Janssen, S., & Stansfeld, S. (2014). Auditory and Non-Auditory Effects of Noise on Health. The Lancet, 383(9925), 1325-1332. 8. Van Kempen, E., & Babisch, W. (2012). The Quantitative Relationship Between Road Traffic Noise and Hypertension: A Meta- Analysis. Journal Of Hypertension, 30(6), 1075-1086. 9. Seabi, J., Cockcroft, K., Goldschagg, P., & Greyling, M. (2015). A Prospective Follow-Up Study of the Effects of Chronic Aircraft Noise Exposure on Learners’ Reading Comprehension in South Africa. Journal of Exposure Science and Environmental Epidemiology, 25(1), 84-88. 10. Tiesler, C. M., Birk, M., Thiering, E., Kohlböck, G., Koletzko, S., Bauer, C. P., & Heinrich, J. (2013). Exposure to Road Traffic Noise and Children’s Behavioural Problems and Sleep Disturbance: Results from the GINIplus and LISAplus Studies. Environmental Research, 123, 1-8. 11. Bergström, K., Spilski, J., Mayerl, J., Möhler, U., Lachmann, T., & Klatte, M. (2015). Effects of Aircraft Noise on Annoyance and Quality of Life in German Children Near Frankfurt/Main Airport: Results of the NORAH (Noise-Related Annoyance, Cognition, and Health)-Study. 12. Dreger, S., Meyer, N., Fromme, H., & Bolte, G. (2015). Environmental Noise and Incident Mental Health Problems: A Prospective Cohort Study Among School Children in Germany. Environmental Research, 143, 49-54. 13. Paunović, K., Stansfeld, S., Clark, C., & Belojević, G. (2011). Epidemiological Studies on Noise and Blood Pressure in Children: Observations and Suggestions. Environment International, 37(5), 1030-1041. 14. Liu, C., Fuertes, E., Tiesler, C. M., Birk, M., Babisch, W., Bauer, C. P., & Groups, S. (2014). The Associations Between Traffic- Related Air Pollution and Noise with Blood Pressure in Children: Results from the GINIplus and LISAplus studies. International Journal of Hygiene and Environmental Health, 217(4), 499-505. 15. Belojevic, G., Zivojinovic, J. I., Paunovic, K., & Jakovljevic, B. (2015). The Relationship Between Exposure to Traffic Noise and Resting Blood Pressure in Children and Adolescents from Belgrade. 16. Stansfeld, S., & Clark, C. (2015). Health Effects of Noise Exposure in Children. Current Environmental Health Reports, 2(2), 171- 178. 17. Clark, C., Head, J., & Stansfeld, S. A. (2013). Longitudinal Effects of Aircraft Noise Exposure on Children’s Health and Cognition: A Six-Year Follow-Up of the UK RANCH Cohort. Journal of Environmental Psychology, 35, 1-9. 18. Seabi, J. (2013). An Epidemiological Prospective Study of Children’s Health and Annoyance Reactions to Aircraft Noise Exposure in South Africa. International Journal of Environmental Research and Public Health, 10(7), 2760-2777. 19. Foraster, M., Eze, I. C., Vienneau, D., Brink, M., Cajochen, C., Caviezel, S., ... & Wunderli, J. M. (2016). Long-Term Transportation Noise Annoyance is Associated with Subsequent Lower Levels of Physical Activity. Environment International, 91, 341-349. 20. Babisch, W. (2014). Updated Exposure-Response Relationship Between Road Traffic Noise and Coronary Heart Diseases: A Meta-Analysis. Noise and Health,16(68), 1. 21. Barceló, M. A., Varga, D., Tobias, A., Diaz, J., Linares, C., & Saez, M. (2016). Long Term Effects of Traffic Noise on Mortality in the City of Barcelona, 2004–2007. Environmental Research, 147, 193-206. 22. Halonen, J. I., Hansell, A. L., Gulliver, J., Morley, D., Blangiardo, M., Fecht, D., & Tonne, C. (2015). Road Traffic Noise is Associated with Increased Cardiovascular Morbidity and Mortality and All-Cause Mortality in London.European Heart Journal, 36(39), 2653-2661. 23. Sørensen, M., Andersen, Z. J., Nordsborg, R. B., Becker, T., Tjønneland, A., Overvad, K., & Raaschou-Nielsen, O. (2013). Long-Term Exposure to Road Traffic Noise and Incident Diabetes: A Cohort Study. Environmental Health Perspectives (Online), 121(2), 217. 24. Christensen, J. S., Raaschou-Nielsen, O., Tjønneland, A., Overvad, K., Nordsborg, R. B., Ketzel, M., & Sørensen, M. (2015). Road Traffic and Railway Noise Exposures and Adiposity in Adults: A Cross-Sectional Analysis of the Danish Diet, Cancer, and Health Cohort. Environmental Health Perspectives. FOR HEALTH FORHEALTH.ORG 32 BUILDING EVIDENCE FOR HEALTH 25. Dzhambov, A. M., & Dimitrova, D. D. (2015). Road Traffic Noise Exposure Association with Self-Reported Body Mass Index. Noise Control Engineering Journal, 63(6), 572-581. 26. Pyko, A., Eriksson, C., Oftedal, B., Hilding, A., Östenson, C. G., Krog, N. H., ... & Pershagen, G. (2015). Exposure to Traffic Noise and Markers of Obesity. Occupational and Environmental Medicine, 72(8), 594-601. 27. Nelson, P.B., Soli, S.D., & Seltz, A. (n.d.). Acoustical Barriers to Learning. A Publication of the Technical Committee on Speech Communication of the Acoustical Society of America. Retrieved from http://acousticalsociety.org/sites/default/files/docs/ classroom_acoustics_11.pdf 28. Klatte, M., Bergstrom, K. & Lachmann, T. (2013). Does Noise Affect Learning? A Short Review on Noise Effects on Cognitive Performance in Children. Frontiers in Psychology. August 2013, Volume 4, article 578. 29. Clark, C., Martin, R., Van Kempen, E., Alfred, T., Head, J., Davies, H. W., & Stansfeld, S. A. (2006). Exposure-Effect Relations Between Aircraft and Road Traffic Noise Exposure at School and Reading Comprehension The RANCH Project. American Journal of Epidemiology, 163(1), 27-37. 30. Stansfeld, S. A., Berglund, B., Clark, C., Lopez-Barrio, I., Fischer, P., Öhrström, E., & Berry, B. F. (2005). Aircraft and Road Traffic Noise and Children’s Cognition and Health: A Cross-National Study. The Lancet, 365(9475), 1942-1949. 31. Sullivan, J. R., Osman, H., & Schafer, E. C. (2015). The Effect of Noise on the Relationship Between Auditory Working Memory and Comprehension in School-Age Children. Journal of Speech, Language, and Hearing Research, 58(3), 1043-1051. 32. Evans, G. & Hygge, S. (2007). Noise and Performance in Adults and Children. L Luxon, D Prasher (Eds.), Noise and Its Effects, Whurr Publishers, London (2007). 33. Maxwell, L.E. (n.d.) Noise in the Office Workplace. Facility Planning & Management Notes, Volume 1, Number 11. Department of Design and Environmental Analysis, College of Human Ecology, Cornell University. http://www.human.cornell.edu/dea/ outreach/upload/FPM-Notes_Vol1_Number11.pdf 34. International Facility Management Agency (2010). Space and project management benchmarks, research report #34. http://www. ifma.org/publications/books-reports/space-and-project-management-benchmarks-research-report-34 35. Oxford Economics (2015). When the walls come down: How smart companies are rewriting the rules of the open workplace. http://www.oxfordeconomics.com/when-the-walls-come-down FOR HEALTH FORHEALTH.ORG 33 LIGHTING AND VIEWS Why do lighting and views matter? In today’s increasingly urban societies, views to natural landscapes are often obstructed and indoor spaces are typically illuminated with artificial (i.e. electrical) light sources that differ in intensity, color, and exposure timing from outdoor daylight. The average person spends about 90% of their time inside a building such as their home, workplace or school.1 This significant dwelling period in indoor environments has important implications for the wellbeing of building occupants because humans evolved in dynamic outdoor environments among vegetation and a 24 hour light-dark cycle. Like many other organisms on the planet, we have developed biological rhythms synchronized to the fluctuations of night and day. These rhythms are controlled by a circadian system that is cued by the timing, duration and intensity of light exposures.2 A consistent light dark cycle is necessary to entrain our circadian rhythm – our internal clock can drift without these cues, leading to sleep disorders.3 How can artificial lighting impact our health and wellbeing? The Illuminating Engineering Society of North America recommends providing horizontal illuminance of 300-500 lux for comfortable viewing conditions in classrooms and office spaces.4 When artificial lighting is not suitable either because it is too bright, too dim, or generates flicker, occupants may experience adverse effects. Brightness is a concern because artificial light sources can impact the eye through optical radiation. Recently, energy-efficient light emitting diodes (LEDs) have attracted the attention of lighting researchers because most LEDs are small sources which emit very bright visible light and produce an emission spectrum that peaks in a very narrow range of blue. The high brightness of LEDs means that potentially high illuminance levels can fall on the eye and induce retinal injuries.5,6 Bright light sources that create uncomfortable viewing conditions for adults could be even more distressing for children because the percentage transmission of blue light to the retina is influenced by age and is higher for children than it is for adults.7 Safety concerns have also been raised over a new type of LED technology, solid-state lighting (SSL), due to the unique spectral characteristics of their white light LEDs. A study of 50 different LED lamps found that some of them displayed 100% flicker and only 8 actually met the Energy Star requirement of a flicker index < 0.1. Light flicker has been associated with temporary illness and visual fatigue.5 Why should we be concerned about the non-visual impacts of lighting? Light serves a dual purpose; to aid our visual task performance and also to signal the body to increase or decrease melatonin levels, influencing our feeling of alertness. Thus, even when indoor lighting conditions are appropriate for visual tasks, this does not ensure the body’s circadian system is being adequately stimulated. The circadian system is unique from the visual system because it is stimulated by higher levels of illuminance and its spectral sensitivity peaks at shorter (i.e., blue-spectrum) wavelengths of light, such as daylight. Furthermore, it is exquisitely sensitive because the same light stimulus can affect the circadian Like many other organisms on the planet, we have developed biological rhythms synchronized to the fluctuations of night and day. These rhythms are controlled by a circadian system that is cued by the timing, duration and intensity of light exposures. FOR HEALTH BUILDING EVIDENCE Version 1, September 2016 FOR HEALTH FORHEALTH.ORG 34 BUILDING EVIDENCE FOR HEALTH system differently at various stages of the day, advancing the circadian clock in the morning while delaying it in the evening.8,9 Compared to adults, children have larger pupils and have been shown to have significantly greater light-induced suppression of the sleep hormone melatonin.6,10,11 The body’s circadian system plays a key role in regulating the immune system and disruption to circadian rhythms has been associated with multiple negative health outcomes ranging from fatigue to increased risk of cancer. A growing body of evidence suggests that alterations in hormone levels and endocrine function arising from chronic circadian disruption can lead to sleep, mood, metabolic and reproductive disorders.8,12,13 Keeping the circadian sleep-wake cycle in proper alignment to obtain adequate levels of sleep is essential to maintaining good cognitive function. Circadian rhythms influence basic cognitive processes like attention, working memory and executive functions14,15 and learning and memory can be impaired when the sleep-wake cycle is disrupted.14,16,17 Exposure to blue-enriched white light (300 lux, 5500K) in the early morning during winter has been associated with faster cognitive processing speed and better concentration performance compared to standard lighting conditions (300 lux, 3000-3500K) conditions.14 A laboratory controlled study of 47 university students found that participants reported significantly higher levels of alertness, performed significantly better on a computerized test, and made fewer typing errors when under artificial daylight (correlated color temperature = 6500K) compared to when they were under cool white light (4000K) or warm white light (3000K).18 How can daylight and views enhance occupant health and wellbeing? Many studies on the health impacts of daylight have reported evidence for potential benefits including improvement to vision and sleep quality and reduced symptoms of myopia, eye strain, headache, and depression. Low levels of light indoors, coupled with less time spent outdoors, have been associated with increased risk for nearsightedness,19 whereas high levels of daylight can benefit individuals who require more light to perform well visually.20 Daylight exposure and access to windows at work has been linked to improved sleep duration and mood, reduced sleepiness, lower blood pressure and increased physical activity, whereas lack of natural light has been associated with physiological, sleep, and depressive symptoms.20,21,22,23 Office workers exposed to electric and natural lighting conditions have reported experiencing less glare and less sleepiness earlier in the day under natural lighting compared to when they were under electric lighting.24 Moreover, not only intensity but also the timing of daytime light exposure has been found to influence BMI in adults, with lower BMI being observed in those who receive the majority of their bright light exposure earlier rather than later in the day.25 Researchers in the field of environmental psychology have becoming increasingly interested in the restorative effects of visual access to natural environments. Students in classrooms with access to green views through their windows have been observed to experience significantly faster recovery from stress and mental fatigue and performed significantly higher on tests of attentional functioning, compared to students in classrooms with no windows or windows looking out onto other buildings facades.26 Additionally, due to the strong link between sleep and neurological and psychiatric disorders, light has become a powerful yet unobtrusive treatment to neuropsychiatric morbidities. A lighting intervention in assisted living for the elderly resulted in attenuated cognitive and non-cognitive symptoms of dementia.27 This research supports the biophilia hypothesis posited by E.O. Wilson – that there is an innate connection between humans and nature.28 Buildings can bring nature in through biophilic design, which aims at improving indoor environments by incorporating natural elements into the design of the building.29 Students in classrooms with access to green views through their windows have been observed to experience significantly faster recovery from stress and mental fatigue and performed significantly higher on tests of attentional functioning, compared to students in classrooms with no windows or windows looking out onto other buildings facades. FOR HEALTH FORHEALTH.ORG 35 BUILDING EVIDENCE FOR HEALTH REFERENCES 1. Allen, J. G., MacNaughton, P., Laurent, J. G. C., Flanigan, S. S., Eitland, E. S., & Spengler, J. D. (2015). Green Buildings and Health. Current Environmental Health Reports, 2(3), 250-258. 2. Figueiro, M. G. (2013). An Overview of the Effects of Light on Human Circadian Rhythms: Implications for New Light Sources and Lighting Systems Design. Journal of Light & Visual Environment, 37(2_3), 51-61. 3. Flynn-Evans E.E., Tabandeh H., Skene D.J., Lockley S.W. 2014. Circadian Rhythm Disorders and Melatonin Production in 127 Blind Women With and Without Light Perception. Journal of Biological Rhythms, 29(3), pp. 215-224. 4. National Renewable Energy Laboratory (2011). Lighting System Assessment Guidelines. NREL/BR-7A20-50125 June 2011. Retrieved from http://www.nrel.gov/docs/fy11osti/50125.pdf 5. Zissis, G., Kitsinelis, S., Arexis-Boisson, L., Martinsons, C., Boulenguez, P., & Carré, S. (2013, September). LEDs and Solid-State Lighting: The Potential Health Issues. In Proc. 7th International Conference on Energy Efficiency in Domestic Appliances and Lighting (EEDAL’13), Coimbra, Portugal (pp. 11-13). 6. O’Hagan, J. B., Khazova, M., & Price, L. L. A. (2016). Low-Energy Light Bulbs, Computers, Tablets and the Blue Light Hazard. Eye. 7. International Commission on Illumination (CIE). A Computerized Approach to Transmission and Absorption Characteristics of the Human Eye, CIE 203:2012 incl. Erratum 1: Vienna, Austria, 2012. 8. Bellia, L., Pedace, A., & Barbato, G. (2013). Lighting in Educational Environments: An Example of a Complete Analysis of the Effects of Daylight and Electric Light on Occupants. Building and Environment, 68, 50-65. 9. Rodriguez, R. G., Garretón, J. Y., & Pattini, A. E. (2015). Glare and Cognitive Performance in Screen Work in the Presence of Sunlight. Lighting Research and Technology, 1477153515577851. 10. Crowley, S. J., Cain, S. W., Burns, A. C., Acebo, C., & Carskadon, M. A. (2015). Increased Sensitivity of the Circadian System to Light in Early/Mid-Puberty. The Journal of Clinical Endocrinology & Metabolism, 100(11), 4067-4073. 11. Higuchi, S., Lee, S. I., Kozaki, T., Harada, T., & Tanaka, I. (2016). Late Circadian Phase in Adults and Children is Correlated With Use of High Color Temperature Light at Home at Night. Chronobiology International, 33(4), 448-452. 12. Cho, Y., Ryu, S. H., Lee, B. R., Kim, K. H., Lee, E., & Choi, J. (2015). Effects of Artificial Light at Night on Human Health: A Literature Review of Observational and Experimental Studies Applied To Exposure Assessment. Chronobiology International, 32(9), 1294-1310. 13. Bedrosian, T. A., Fonken, L. K., Nelson, R. J., Dickson, R. P., Erb-Downward, J. R., Martinez, F. J., ... & Gribble, F. M. (2015). Endocrine Effects of Circadian Disruption. Annu Rev Physiol. 14. Keis, O., Helbig, H., Streb, J., & Hille, K. (2014). Influence of Blue-Enriched Classroom Lighting on Students’ Cognitive Performance. Trends in Neuroscience and Education, 3(3), 86-92. 15. Valdez, P., Ramírez, C., & García, A. (2014). Circadian Rhythms in Cognitive Processes: Implications for School Learning. Mind, Brain, and Education, 8(4), 161-168. 16. Wright Jr, K. P., Hull, J. T., Hughes, R. J., Ronda, J. M., & Czeisler, C. A. (2006). Sleep and Wakefulness Out of Phase with Internal Biological Time Impairs Learning in Humans. Journal of Cognitive Neuroscience, 18(4), 508-521. 17. Colwell, C. S. (2015). How a Disrupted Clock May Cause a Decline in Learning and Memory. Circadian Medicine, 235-248. 18. Shamsul, B. M. T., Sia, C. C., Ng, Y. G., & Karmegan, K. (2013). Effects of Light’s Colour Temperatures on Visual Comfort Level, Task Performances, and Alertness Among Students. American Journal of Public Health Research, 1(7), 159-165. 19. Kocak, E. D., & Sherwin, J. C. (2015). Time Spent Outdoors and Myopia: Establishing an Evidence Base. Eye Science, 30(4), 143-146. 20. Aries, M. B. C., Aarts, M. P. J., & van Hoof, J. (2015). Daylight and Health: A Review of the Evidence and Consequences for the Built Environment. Lighting Research and Technology, 47(1), 6-27. 21. Boubekri, M., Cheung, I. N., Reid, K. J., Kuo, N. W., Wang, C. H., & Zee, P. C. (2014). Impact of Windows and Daylight Exposure on Overall Health and Sleep Quality of Office Workers-A Case-Control Pilot Study 2. Disclosure, 19, 20. 22. Zadeh, R. S., Shepley, M. M., Williams, G., & Chung, S. S. E. (2014). The Impact of Windows and Daylight on Acute-Care Nurses’ Physiological, Psychological, and Behavioral Health. HERD: Health Environments Research & Design Journal, 7(4), 35-61. 23. Harb, F., Hidalgo, M. P., & Martau, B. (2015). Lack of Exposure to Natural Light in the Workspace Is Associated with Physiological, Sleep and Depressive Symptoms. Chronobiology International, 32(3), 368-375. 24. Borisuit, A., Linhart, F., Scartezzini, J. L., & Münch, M. (2014). Effects of Realistic Office Daylighting and Electric Lighting Conditions on Visual Comfort, Alertness and Mood. Lighting Research and Technology, 1477153514531518. 25. Reid, K. J., Santostasi, G., Baron, K. G., Wilson, J., Kang, J., & Zee, P. C. (2014). Timing and Intensity of Light Correlate with Body Weight In Adults. PloS one, 9(4), e92251. 26. Li, D., & Sullivan, W. C. (2016). Impact of Views to School Landscapes on Recovery from Stress and Mental Fatigue. Landscape and Urban Planning,148, 149-158. 27. Riemersma-Van Der Lek, Rixt F., Dick F. Swaab, Jos Twisk, Elly M. Hol, Witte JG Hoogendijk, and Eus JW Van Someren. Effect of Bright Light And Melatonin On Cognitive and Noncognitive Function In Elderly Residents of Group Care Facilities: A Randomized Controlled Trial. JAMA 299, no. 22 (2008): 2642-2655. 28. Wilson, EO. 1984. Biophilia. Cambridge: Harvard University Press. ISBN 0-674-07442-4. 29. Browning, W., Ryan, C., Clancy, J. 2014. 14 Patterns of Biophilic Design: Improving Health and Well-being in the Built Environment. Terrapin Bright Green. http://www.terrapinbrightgreen.com/reports/14-patterns/ forhealth.org FOR HEALTH LEED v4.1 BD+C: Core and Shell Project Checklist Y ? N 1 Credit 1 Project Complies 8 2 10 20 Discussion Credit 20 N/A 2 Credit 2 Previously Developed 3 Credit 3 Not an economically disadvantated community 4 2 Credit 6 Partial compliance. Multiple uses, but lacks variety to gain all points 1 5 Credit 6 Not enough different routes within a 1/4 mile radius 1 Credit 1 Would need to add showers, changing rooms and bike storage 1 Credit 1 Civil needs to confirm 1 Credit Electric Vehicles 1 Project complies 4 1 6 11 Y Prereq Required Project complies 1 Credit 1 Project complies 2 Credit 2 Not enough space to comply 1 Credit 1 Not enough space to comply 3 Credit 3 Would need to add rainwater capture with cistern - not financially feasible. 2 Credit 2 Project complies 1 Credit 1 Possible, but could be challenging with security/safety lighting & building signage 1 Credit Tenant Design and Construction Guidelines 1 Project complies 3 3 5 11 Y Prereq Required 30% reduction from baseline or need to have native plants with no irrigation after establishment Y Prereq Required 20% baseline reduction & watersense labeled fixtures Y Prereq Building-Level Water Metering Required Bulding level water meter in addition to utility meter. Connect to BAS for monthly and yearly summaries 1 1 1 Credit 3 Depends on plant bed materials and grass. REDUCTION: 50% = 1 point, 75%=2 points, 100%=3 points 2 1 1 Credit 4 30% Reduction = 2 Points, higher reductions should be vetted with maintenance. Low flow can impact maintenance. 3 Credit 3 No Cooling towers. Mechanical cooling would need to change. No location for cooling tower. 1 Credit Water Metering 1 Add two additional water meters. Currently not included in project. 4 16 13 33 Y Prereq Required Project complies Y Prereq Required Project complies Y Prereq Required Project complies Y Prereq Required Project complies 5 1 Credit 6 Would need a '3rd party CxA, + Envelope CX for 5 points. 3rd Party CxA+Continuous+Envelope for 6 points. 4 4 10 Credit 18 ASHRAE 90.1-2016= MN Energy Code. Current design approximately 5% reduction in energy+5% reduction in carbon = 4 points 1 Credit 1 Need to add electric submeter for every tenant - Assume one submeter per floor at completion of C/S 2 Credit 2 Not feasible 5 Credit 5 To be studied for ROI feasibility 1 Credit 1 Further study when cooling equipment is specified. 4 2 8 14 Y Prereq Required Project Complies 1 1 4 Credit 6 LCA is included per city requirements, 5% reduction potentially feasible in structure & enclosure 1 1 Credit 2 10 EPD's from 3 different manufacturers 1 1 Credit 2 15% materials by cost meeting responsbile sourcing and extraction criteria from 3 different manufacturers 2 Credit Material Ingredients 2 Difficult documentation 1 1 Credit 2 50% diversion = 1 point or 'Limited waste by 15 #/sf=1 point, 10#/sf=2Points 4 2 4 Indoor Environmental Quality 10 Y Prereq Required Project Complies Y Prereq Required Project Complies 1 1 Credit 2 Entryway systems, MERV 13 filters in AHU 1 1 1 Credit 3 2 Categories are feasible, 3 are maybe, 4 will be difficult 1 Credit Construction Indoor Air Quality Management Plan 1 Project Complies 1 1 1 Credit 3 40% sDA should be achievable, 55% possible (orientation may complicate), 75% not feasible 1 Credit 1 75% of spaces + challenging documentation 1 2 3 Innovation 6 2 3 Credit 5 Can be challenging 1 Credit 1 LEED AP BD+C works for Core and Shell rating systems. Julianne Laue is BD+C 0 2 2 Regional Priority 4 1 Credit Regional Priority: Outdoor water use reduction 1 1 Credit Regional Priority: Reduced Parking Footprint 1 1 Credit Regional Priority: Specific Credit 1 1 Credit Regional Priority: Specific Credit 1 29 30 51 TOTALS Possible Points: 110 Certified: 40 to 49 points, Silver: 50 to 59 points, Gold: 60 to 79 points, Platinum: 80 to 110 Regional Priority Credits Enhanced Indoor Air Quality Strategies: 2 points Outdoor Water Use Reduction: 1 point Reduced Parking Footprint: 1 point Protect or Restore Habitat: 2 points Sourcing of Raw Materials: 2 points Renewable Energy: 1 point Quality Views Innovation LEED Accredited Professional Construction and Demolition Waste Management Minimum Indoor Air Quality Performance Environmental Tobacco Smoke Control Enhanced Indoor Air Quality Strategies Low-Emitting Materials Daylight Sourcing of Raw Materials Fundamental Refrigerant Management Enhanced Commissioning Optimize Energy Performance Advanced Energy Metering Grid Harmonization Renewable Energy Enhanced Refrigerant Management Materials and Resources Storage and Collection of Recyclables Building Life-Cycle Impact Reduction Environmental Product Declarations Building-Level Energy Metering Heat Island Reduction Light Pollution Reduction Water Efficiency Outdoor Water Use Reduction Indoor Water Use Reduction Outdoor Water Use Reduction Indoor Water Use Reduction Optimize Process Water Use - look at again Energy and Atmosphere Fundamental Commissioning and Verification Minimum Energy Performance Rainwater Management Sensitive Land Protection High Priority Site and Equitable Development Surrounding Density and Diverse Uses Access to Quality Transit Bicycle Facilities Reduced Parking Footprint Sustainable Sites Construction Activity Pollution Prevention Site Assessment Protect or Restore Habitat Open Space LEED for Neighborhood Development Location Integrative Process Location and Transportation EXHIBIT G Construction Start: April 2022 Total Cost Submission Costs 25,000$ Staff Time for Tracking/Submitting Material (Mortenson)33,600$ LEED Consultant (External)30,000$ SS - 1 Site Assessment 5,000$ SS - 5 Heat Island Reduction - Assume Green Roof Satisfies this Included LT - 8 EV Charging Stations Included WE 2 Indoor Water Use (Low flow fixtures)29,700$ WE 4 Additional Water Metering 19,400$ EA - P1 Fundamental Commissioning - HVAC 50,000$ EA - 1 Enhanced Commissioning - HVAC 125,000$ EA - 1 Enhanced Commissioning - Envelope 75,000$ EA - 2 Energy Model - Optimizing Performance 40,000$ EA - 2 Optimizing Performance - Change HVAC system to 4-pipe 1,572,000$ EA - 3 Advanced Metering 164,600$ EA - 6 Enhanced Refrigerant Calc 5,000$ MR - 1 LEED LCA (Life Cycle Analysis)40,000$ MR - 2 Environmental Product Declarations (staff time)5,000$ MR - 3 Sourcing of Raw Materials (staff time, potential upcharge)5,000$ EQ - 1 MERV 13 - Better filters 23,000$ EQ - 4 Daylight Modeling 15,000$ Total Cost to Certified $2,262,300 Added Costs to Silver N/A -$ Cost increase to Silver -$ Total Cost $2,262,300 Certified Costs Edina, MN Office - Block B Sustainability Costs - V4.1 Core and Shell Block B Printed on: 5/20/2022 PARKSMART Project Checklist Y ? N OP 29 9 12 40 90 Discussion 6 A1 6 Operator 6 A2 6 Operator 4 A3 4 Operator 4 A4 4 Operator 2 A5 2 Operator 6 A6 6 Operator 2 A7 2 Operator 6 A8 6 Operator 6 2 A9 8 LEED Fundamental (6), LEED Enhanced (2) 6 A10 6 >85% Recycled or Reused 3 3 A11 6 At least 50% but less than 75% sourced regionally. At least 75% sourced regionally 4 A12 4 At least 60% regional 2 4 A13 6 At least 20% but less than 50% reused, repurposed or recycled (2 Poiints), At least 50% but less than 80% reused, repurposed or recycled (4 points), At least 80% reused, repurposed or recycled (6 points) 12 A14 12 Examples are LEED Certificaiton. 4 A15 4 Operator 8 A16 8 Project Complies 9 5 12 38 64 1 5 B1 6 Placemaking and/or programming - proportion to the relative community benefits - difficult to gauge what will receive these points 4 B2 4 Not close enough to mass transit stations 3 1 B3 4 Operator has option for 1 point if they provide a reservation system 3 1 B4 4 Opeator has option for 1 point via manual counting and static signage for avaialbe parking 4 B5 4 Operator 6 B6 6 Operator 6 B7 6 Operator 4 B8 4 Operator 6 B9 6 Operator 4 B10 4 Operator 4 2 B11 6 Meets Tier 1 Criteria; Tier 2 - not feasible 6 B12 6 Operator 4 B13 4 Project Complies. Permanent Educational Display 31 27 21 9 88 4 C1 4 Operator 2 C2 2 Project Complies - Halon-free 2 C3 2 Paints and Finishes to be no- or low-VOC - may not be possible for certain coatings 2 C4 2 Project Complies - installation of tire inflation station free-of-charge ~2k 1 4 1 C5 6 5% of spaces/27 Spaces to have EV Charging - Level 1 = 1 point; Level 2 for 1 space = 2 points, Level 2 between 3 and 6 spaces = 4 points, Level 2 for more than or equal to 6 Spaces = 5 points; 1 DC fast charger = 4 points, 2+ DC fast chargers = 5 points Owner/Operator option for no charge charging 6 C6 6 VRF, CO2 sensor, programmable thermostat with setback temp, no CFC or HCFC refrigerants. - Elevator lobbies. 6 C7 6 Project Complies - natural ventilation 2 6 C8 8 Simple lighting controls are included. Advanced lighting controls to be studied. 4 3 1 C9 8 Project partially complies - LPD 0.08 to less than 0.10 W/sq. ft.=4 points, 0.02 less per additional point till less than 0.04 W/sq. ft. To be studied further in design. 2 4 C10 6 Complies with ESC Plan. Further study on LID and ROI feasibility 4 C11 4 Would need to add rainwater capture with cistern for 7,500+ gallons - not financially feasible. 2 C12 2 No place for reuse 2 C13 2 No Indoor water use 2 C14 2 To be studied in design 6 C15 6 Roofing over elevator & stairwell not sufficient to comply with credit requirements of 25% cover. 6 2 4 C16 12 Solar being studied for incorporation on garage. 'Owner/Operator option to purchase RECS. 6 C17 6 To be studied with structural engineer in design 4 C18 4 Not being considered 3 0 0 3 6 3 3 D1 6 72 41 45 90 TOTALS Possible Points: 248 248 % Of Points that are the responsibility of the Operator/Owner: 36% Anticipated Operator/Owner Credits: 40 Currently Anticipated Design/Construction Credits: 72 Anticipated "Yes" Credits: 112 Mabye Points to Be Converted to "YES": -2 % Of Points that are the responsibility of the Operator/Owner: 36% Anticipated Operator/Owner Credits: 49 Currently Anticipated Design/Construction Credits: 72 Anticipated "Yes" Credits: 121 Mabye Points to Be Converted to "YES": 14 INNOVATION Innovative Approach Certified/Bronze: 110 to 134 points, Silver: 135 to 159 points, Gold: 160 + FOR PARKSMART CERTIFIED FOR PARKSMART SILVER Energy Resiliency - Storage Ventilation Systems - Parking Decks Lighting Controls Energy Efficient Lighting Systems Stormwater Management Ranwater Harvesting Greywater Reuse Indoor Water Efficiency Water Efficient Landscaping Roofing Systems Renewable Energy Generation Design for Durability HVAC Systems - Occupied Spaces Bicycle Sharing / Rental Marketing / Educational Program TECHNOLOGY AND STRUCTURE DESIGN Idle reduction payment systems Fire Suppression Systems No/Low VOC Coatings, Paings, Sealants Tire Inflation Stations EV Charging Stations Rideshare Program Low-emitting and Fuel Efficient Vehicles Alternative Fuel Vehicles Alternative Fuel Fleet Vehicles Bicycle Parking Placemaking Access to Mass Transit Wayfinding Systems - External Wayfinding Systems - Internal Traffic Flow Plan Carshare Program PROGRAMS Proactive Opeational Maintenance Cleaning Procedures - Occupied Spaces Cleaning Procedures - Parking Decks Building Systems Commissioning Construction Waste Management Regional Materials Regional Labor Reused, Repurposed or Recycled Materials Third Party Sustainability Certification Cerdentialed Management Life Cycle Assessment Sustainable Purchasing Program MANAGEMENT Parking Pricing Shared Parking Transportation Management Association / Organization Recycling Program EXHIBIT H XXXXXXXX WATCTVCTVXX STOSTOSTOSTOSTO STOSTOSTOSTOSTOSTOSTOSTOSTOSTO SANSANSANSANSANSANSAN COMMERCIAL/RETAIL SPACEFOOTPRINT = 47,200 SFFFE (HOSPITALITY) = 870.00FFE (OFFICE LOBBY) = 868.00FFE (LOADING DOCK) = 866.00MULTI-FAMILY HOUSINGBUILDING FOOTPRINT = 44,300 SFFFE (RESIDENTIAL) = 870.75PARKING RAMPFFE = 866.50GFE = 856.00GFE = 860.00GFE = 860.75GFE = 857.00TPROPOSED FINANCIALINSTITUTIONFOOTPRINT = 6,200 SFFFE = 866.00XXXXXXXXGAS GAS GAS GASFOFOFOFO FOFOFOFOFOFOFOFOFOFOFOFO FO FO FO FOFOFOFO FO FO FO FO WAT GAS GAS GASCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FOFOFOFOFOFOFOFOTUG TUGCTVCTVCTVCTVCTVCTV CTVCTVCTVCTVCTVCTVCTVCTVCTVCTVXXXXXXFO FO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOXXXX PUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO STOSTO STOSTOSANSANSANSANSANSANSANSTOWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWEST 70TH STREET110N. LINE OF SEC. 32, TWP. 28, RGE. 24N89°50'44"E 505.00S00°11'54"E 496.57S89°48'06"W 524.96N00°12'08"W 476.97 28.27N44°49'18"E EEEEEEEMGGGTSTSTSTSTSTSTSTSTTVTVHHTTTTSTO STOSTOSTOSTOSTOSTOSSEE US BANK DRAWINGSFOR CURRENTLANDSCAPE PLANSTREESQTYCOMMON / BOTANICAL NAMECONTCAL15 Sienna Glen Maple / Acer x freemanii `Sienna` TMB & B 2.5"Cal9 River Birch (Single Stem) / Betula nigraB & B 2.5"Cal9 Northern Acclaim Honey Locust / Gleditsia triacanthos inermis `Harve` TM B & B 8"4 Skyline Honey Locust / Gleditsia triacanthos `Skyline`B & B 4.5"Cal15 True North Kentucky Coffeetree / Gymnocladus dioica `UMNSynergy` TM B & B 5.5"Cal4 Prairie Gold Aspen / Populus tremuloides `NE Arb`B & B 2.5"Cal6 Greenspire Linden / Tilia cordata `Greenspire`B & B 4"Cal9American Elm / Ulmus americana `Princeton`B & B 3.5"CalEVERGREEN TREESQTYCOMMON / BOTANICAL NAMECONTCAL17 Pyramidal White Pine / Pinus strobus 'Fastigiata'B & BGROUND COVERSQTYCOMMON / BOTANICAL NAMECONT1,750 sf SOD xsod3,413 sf STORM FILTRATION PLANTINGSflatPerennial Plugs - Dip IrrigationPanicum Shenandoah (Red Switch Grass)/ P. virgatum `Shenandoah`Blue-Eyed Grass/ Sisyrinchium angustifoliumPLANT SCHEDULE - TREESUNDERSTORY PLANTING PALETTECONCRETE PAVINGDECORATIVE PAVING ADECORATIVE PAVING BTURFPLANT BEDSTORM FILTRATION FEATURELANDSCAPE SITE PLAN HATCH LEGEND:LANDSCAPE PLANTING PLAN1L1.1 20'40'10'0'SCALE:1"=20'530 N THIRD ST, SUITE 120,MINNEAPOLIS, MN 55102PH: 612.333.3702 FAX: 515.288.8359www.thinkconfluence.comSignatureTyped or Printed NameLicense # DatePROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FORCONSTRUCTIONI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of Minnesota9/10/2021 11:30:10 AM 220535JC TM70th & France70th & FranceEdina, MNPRELIMINARYDEVELOPMENTPLAN / PUD09/13/2021No.Description DateL1.1LANDSCAPE PLANTING PLAN 2 WAY TRAFFIC PLUS PARKING +/- 68'-0" EWING AVE S FRANCE AVE SDREW AVE SPROPERTY LINEPROPERTY LINESTREET ROOM TYPOLOGY 2: CORNELIA OVERLAY AT FRANCE AVE STREET ROOM TYPOLOGY 3: NEW LOCAL STREET SETBACK TO CURB 50'-0" MIN. Signature Typed or Printed Name License #Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 9/13/2021 7:59:24 PMA0.3 EXTERIOR ELEVATIONS - SITE 220535 JCG Checker 09/14/20 70th & France 70th & France Edina, MN PRELIMINARY DEVELOPMENT PLAN / PUD 09/13/2021 1/16" = 1'-0"A0.3 1 NORTH SITE ELEVATION No. Description Date GAS GAS GAS GAS GAS GAS GAS PUG PUG PUG PUG PUG PUG GAS GAS CTV CTV CTV CTV CTV CTV PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV XXX FO FO FO FO FO FO FO FO FO PUG PUG PUG X PUG PUG PUG PUG PUG PUG PUG PUG 26.3 72.7 12.0 6.1 6.0 6.3 100.1 16.2 5.9 2.1 22.4 22.4 2.0 131.6 3.1 5.3 65.8 56.2 4.6 8.6 4.5 8.6 EXISTING BRICKBUILDING7001 France Avenue,Edina, Minnesota Building Footprint=24,682 Sq. Ft. WOOD STEPS BLDG. HT.=29.4 FT. STO STO STO STO STO STO STOSTOSTOSTO STO STO STOSTO STO SAN SAN SAN SAN SAN 20.00 STO WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT 70.00 WEST 70TH STREET 110 N. LINE OF SEC. 32, TWP. 28, RGE. 24 NW CORNER OF SEC. 32,TWP. 28, RGE. 24 70.008 8 UTILITY EASEMENT PER THE PLATOF YORKTOWN DOC. NO.1033725 (ITEM NO. 11) 22 8 22 20 SCENIC AND OPEN SPACE EASEMENT INFAVOR OF EDINA VILLAGE (NOW CITY)PER DOC. NO. 1033728 (ITEM NO. 14) 10 10 STREET RIGHT OF WAY DEDICATED IN THE PLAT OFYORKTOWN DOC. NO. 1033725 (ITEM NO. 16)HIGHWAY EASEMENT PER DOC.NO. 2189613 (ITEM NOS. 15 & 16) PUBLIC STREET, DRAINAGE & UTILITYEASEMENT PER DOC. NO. T4859947(ITEM NO. 16) SIDEWALK & UTILITY EASEMENTPER DOC. NOS. T05067233 &T05132844 (ITEM NO. 17) TELECOMMUNICATIONSEASEMENT PER DOC. NO.983149 (ITEM NO. 12) BACK OF CURB IS 0.4 S.OF PROPERTY LINE BACK OF CURB IS0.1 S. AND 0.7 E.OF PROPERTY LINE 100.95 BACK OF CURB IS 2.9SE OF PROPERTY LINE •••••••••••••••••••••••••••••••••••••• •••••••••••••••••••••••••••••••••••••• E E E EE E E E M G G G G T T T VAULT-SUMP PUMPLIFT STATION (LOCKED) T T RIM=857.7INV(NE)=856.6INV(S)=856.5 STO STO STO STO RIM=871.0FULL OFDEBRIS RIM=870.6INV(E)=866.4INV(NE)-866.3 RIM=871.6INV(E)=865.1INV(W)=864.9INV(S)=866.1RIM=869.1INV(E)=864.5RIM=866.7INV(N)=862.7INV(S)=863.0INV(E/W)=862.6 RIM=866.5INV(N)=862.6INV(E)=862.5INV(W)=861.7 RIM=871.5INV(E)=867.2 15"RCP RIM=857.1INV=856.6 RIM=857.2INV=856.7 RIM=868.4INV=857.9RIM = 862.97IE = 855.15 (CITY AS-BUILT) RIM=859.4INV=856.7 S RIM=866.8INV(E)=859.4INV(W)=859.1 12" RCPRIM=862.8INV(NE)=859.0INV(E/S)=857.5 RIM=869.5FULLOFWATER RIM=871.1INV=868.0 RIM=861.2INV=858.112" RCP RIM=861.8INV(E)=857.7INV(W)=858.2INV(S)=857.6 RIM=862.1INV=857.912" RCP RIM=871.2INV=865.4 RIM=871.1INV(N)=864.2INV(SW)=864.1 RIM=871.3INV=861.6 RIM=870.6INV=860.3 RIM=862.5INV(N)=852.8INV(S)=852.6 RIM=868.6INV(N)=858.4INV(W)=858.2 S S 15" RCP S 21" RCP 12" RCP 21" RCP24" RCP24" RCP 15" CONC8" CLAY ST-5 ST-6 ST-4 ST-3 ST-2 ST-1 14" SPN MULTI-BIRCH 16" ASH 13" LCH14" SPN DEAD 16" LCH 10" SPN 12" SPN 18" SPN 14" LCH 18" SPN 14" ASH 14" SPN2" ASH 16" SPN 14" SPN 14" SPN 10" ASH 10" ASH8" ASH 14" ASH 14" ASH 20" ASH 13" ASH 17" ASH 10" ASH 13" ASH 15" LCH 12" ASH 9" ASH 12" ASH 10" ASH 15" ASH 10" ASH 15" ASH 8" ASH 8" ASH 12" ASH 15" ASH 6" ASH 14" ASH 4" SPC 4" SPC 5" SPC 5" SPC MULTI-BIRCH MULTI-BIRCH GW: 853.5 MULTI-BIRCH 27" ASH 15" LCH 14" SPN12" SPN 10" SPN ST-106 18" SPN 16" SPN 16" SPN 12" LCH 14" LCH 14" LCH 16" LCH 20" LCH 18" FRT 4" ASH 4" ASH 4" ASH GW: 852.7 GW: 853.5 GW: 857.5 GW: 848.6 GW: NOT OBSERVED GW: NOT OBSERVED ST-101GW: 852.9 ST-102GW: 853.5 ST-103 ST-104GW: 854.6 ST-105GW: NOT OBSERVED GW: 853.4 ST-107GW: NOT OBSERVED ST-108GW: NOT OBSERVED 15" RCPSTOSTOSTO X X X X X X X X XXXXXXXXXX X X X X X X X X X X X XXXXXX XX X X X X X X X X X X X X X X X X X X X X X XXX XX X XXXX X X X X \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ * * ** * * * *** * **** * ***** * ** X X X X X X \\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\ \\\\\\\\\ X X XX X X XX XX XXXXXX X X X X X X X \ \\\\\ X \\\\ \\ \ \\\ \\ \ \\ \\\\\ \\\\\\ \ \\ \ \\ \ \\ \\ \\\\\\\\\\\\ \\\\\\\\\\\ \\ \\\\ \\\\ \\\\ \\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\ \\ \\\\\\\\\\\\\\\\\\\ \\ \\\\\\\\\\\\\\ \\ \ \ \\ \\ \\ \\\\\ \\\\\ \\\\ \\\\ 2 2 2 2 2 2 2 2 2 2 3 3 1 4 4 4 4 4 4 4 4 4 5 5 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 7 7 8 4 4 4 SHEET NUMBER: DATE:05/13/2022 C100 Common Ground Alliance Call 48 Hours before digging: 811 or call811.com PROJECT NUMBER: 0029211.10 PROPERTY LINE \\\\\\CURB & GUTTER SAW CUT PAVEMENT SAN SANITARY SEWER WAT WATER MAIN STO STORM SEWER CONCRETE BITUMINOUS BUILDING TREE LIGHT POLE TRAFFIC SIGN EXISTING PROPOSED SAN WAT STO CONSTRUCTION BARRICADE WAT HYDRANTWAT GAS GASGAS PUG UNDERGROUND ELECTRICPUG TUG UNDERGROUND TELEPHONETUG POH OVERHEAD ELECTRICPOH TOH OVERHEAD TELEPHONETOH FO TELEPHONE FIBER OPTICFO CTV CABLE TELEVISIONCTV RETAINING WALL FENCEX SOIL BORING LOCATION TREE LINE X EXISTING REMOVALS \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ REMOVAL LEGEND 1. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THISPLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITYLOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIEDIMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. 2. CONTRACTOR SHALL COORDINATE LIMITS OF REMOVALS WITH PROPOSED IMPROVEMENTSAND FIELD VERIFY CONDITION OF EXISTING APPURTENANCES TO REMAIN. CONTRACTORSHALL BE RESPONSIBLE FOR PROTECTING OR REPLACING MISCELLANEOUS ITEMS (SUCH ASFENCES, SIGNS, IRRIGATION HEADS, ETC.) THAT MAY BE DAMAGED BY CONSTRUCTION. 3. CONTRACTOR SHALL PLACE ALL NECESSARY EROSION CONTROL MEASURES REQUIRED TOMAINTAIN SITE STABILITY PRIOR TO EXECUTING ANY SITE REMOVALS. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH UTILITY PROVIDERS FORREMOVAL AND/OR RELOCATION OF EXISTING UTILITIES AFFECTED BY SITE DEVELOPMENT. ALLPERMITS, APPLICATIONS AND FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR. REMOVAL NOTES S S X*X X X NOT FOR CONSTRUCTION 0'30'60'90' 1" = 30' 1. SAW CUT LINE2. REMOVE BITUMINOUS3. EXISTING BITUMINOUS TO REMAIN4. REMOVE CONCRETE5. REMOVE EXISTING BUILDING6. REMOVE CURB7. REMOVE RETAINING WALL8. REMOVE MONUMENT SIGN REMOVAL KEYNOTES1 TREES TO BE REMOVED: 72TREES TO REMAIN: 4TOTAL TREES: 76 TREE REMOVAL QUANTITIES XXX X WEST 70TH STREET XXX SAN SAN SAN SAN SAN WEST 70TH STREET M RIM=868.4INV=857.9S8" CLAY 14" SPN 14" ASH 20" ASH 13" ASH 17" ASH 12" ASH 4" SPC 4" SPC 5" SPC 5" SPC 27" ASH X X 1 2 34 8 8 22 8 22 10 10 HIGHWAY EASEMENTPER DOC. NO. 2189613 SIDEWALK & UTILITY EASEMENT PERDOC. NOS. 5067233 & 5132844 TELECOMMUNICATIONSEASEMENT PER DOC.NO. 983149 • ••••••••••••••••••••••••••••••••••••• 250.06260.44 250.62261.38 244.47 70 110 70 N. LINE OF SEC. 32, TWP. 28, RGE. 24 NW CORNER OF SEC.32, TWP. 28, RGE. 24(NOT FOUND) •••••••••••••••••••••••••••••••••••••• ••••••••••••••••••••••••••••••••••••••••••TPOST 261.95251.56 EXCEPTION •••••••••••••••••••••••••••••••••••••••• N. QUARTER CORNER OFSEC. 32, TWP. 28, RGE. 24(NOT FOUND) TELECOMMUNICATIONSEASEMENT PER DOC.NO. 983149 ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••72.22 14.83260.53 12.96 261.95251.56261.95251.56261.95251.56261.95251.56261.95251.56 SHEET NUMBER: DATE:10/16/20 C101 NOT FOR CONSTRUCTION Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 0'30'60'90' 1" = 30' PROJECT NUMBER: 0029211.10 XXX 20.00 WEST 70TH STREET 8 8 UTILITY EASEMENT PER THE PLATOF YORKTOWN DOC. NO.1033725 (ITEM NO. 11) 22 8 22 20 SCENIC AND OPEN SPACE EASEMENT INFAVOR OF EDINA VILLAGE (NOW CITY)PER DOC. NO. 1033728 (ITEM NO. 14) 10 10 STREET RIGHT OF WAY DEDICATED IN THE PLAT OFYORKTOWN DOC. NO. 1033725 (ITEM NO. 16)HIGHWAY EASEMENT PER DOC.NO. 2189613 (ITEM NOS. 15 & 16) PUBLIC STREET, DRAINAGE & UTILITYEASEMENT PER DOC. NO. T4859947(ITEM NO. 16) SIDEWALK & UTILITY EASEMENTPER DOC. NOS. T05067233 &T05132844 (ITEM NO. 17) TELECOMMUNICATIONSEASEMENT PER DOC. NO.983149 (ITEM NO. 12) ST-5 ST-6 ST-4 ST-3 ST-2 ST-1 16" ASH 13" LCH 14" ASH GW: 853.5 ST-106 GW: 852.7 GW: 853.5 GW: 857.5 GW: 848.6 GW: NOT OBSERVED GW: NOT OBSERVED ST-101GW: 852.9 ST-102GW: 853.5 ST-103 ST-104GW: 854.6 ST-105GW: NOT OBSERVED GW: 853.4 ST-107GW: NOT OBSERVED ST-108GW: NOT OBSERVED COMMERCIAL/RETAIL SPACEFOOTPRINT = 44,300 SFFFE (TENANT A) = 870.00FFE (TENANT B) = 870.00FFE (TENANT C) = 867.50FFE (TENANT D) = 869.20FFE (OFFICE LOBBY) = 869.20FFE (LOADING DOCK) = 866.00 MULTI-FAMILY HOUSINGBUILDING FOOTPRINT = 52,050 SFFFE (RESIDENTIAL) = 870.75 PARKING RAMPFOOTPRINT = 23,595 SFFFE = 866.50LOE = 866.50LFE = 866.50 LFE = 856.00 LFE = 860.00 LFE = 860.75 LFE = 857.00 X X PROPOSED FINANCIALINSTITUTIONFOOTPRINT = 6,200 SFFFE = 866.00LFE = 866.00LOE = 866.00 LOE = 866.00LFE = 856.00 LOE = 867.00LFE = 857.00 LOT 1 LOT 2 LOT 3 LOT 4 SITE A70TH AND FRANCE RESIDENTIAL SITE B7001 FRANCE MIXED USE SITE C7001 FRANCE PARKING FACILITY SHEET NUMBER: DATE:05/13/2022 C200 NOT FOR CONSTRUCTION Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 0'30'60'90' 1" = 30' PROJECT NUMBER: 0029211.10 LOT 1 BLDG FOOTPRINTAREA(SF) LOT AREA(ACRE)LEGALDESCRIPTION 51,600 PROPOSED USE LOT 2LOT 3 LOT 4 TOTAL 5.98 AC.123,050- 44,30021,050 6,100 SITE DATA CHART PROPERTY LINE SETBACK LINE EASEMENT LINE CURB AND GUTTER LOT LINE POND NORMAL WATER LEVEL RETAINING WALL CONCRETE PAVEMENT NUMBER OF PARKING STALLS TRANSFORMER SITE LIGHTING EXISTING PROPOSED FENCEXX HEAVY DUTY BITUMINOUS PAVEMENTNORMAL DUTY BITUMINOUS PAVEMENT TRAFFIC SIGN POWER POLE BOLLARD / POST CONCRETE SIDEWALK TIP-OUT CURB AND GUTTER SITE LEGEND T 2.02 AC.OFFICE/GROCERY 1.99 AC.MULTI-FAMILY RESIDENTIAL 0.93 AC.PARKING FACILITY 1.03 AC.BANK XXX 20.00 WEST 70TH STREET 8 8 UTILITY EASEMENT PER THE PLATOF YORKTOWN DOC. NO.1033725 (ITEM NO. 11) 22 8 22 20 SCENIC AND OPEN SPACE EASEMENT INFAVOR OF EDINA VILLAGE (NOW CITY)PER DOC. NO. 1033728 (ITEM NO. 14) 10 10 STREET RIGHT OF WAY DEDICATED IN THE PLAT OFYORKTOWN DOC. NO. 1033725 (ITEM NO. 16)HIGHWAY EASEMENT PER DOC.NO. 2189613 (ITEM NOS. 15 & 16) PUBLIC STREET, DRAINAGE & UTILITYEASEMENT PER DOC. NO. T4859947(ITEM NO. 16) SIDEWALK & UTILITY EASEMENTPER DOC. NOS. T05067233 &T05132844 (ITEM NO. 17) TELECOMMUNICATIONSEASEMENT PER DOC. NO.983149 (ITEM NO. 12) ST-5 ST-6 ST-4 ST-3 ST-2 ST-1 16" ASH 13" LCH 14" ASH GW: 853.5 ST-106 GW: 852.7 GW: 853.5 GW: 857.5 GW: 848.6 GW: NOT OBSERVED GW: NOT OBSERVED ST-101GW: 852.9 ST-102GW: 853.5 ST-103 ST-104GW: 854.6 ST-105GW: NOT OBSERVED GW: 853.4 ST-107GW: NOT OBSERVED ST-108GW: NOT OBSERVED COMMERCIAL/RETAIL SPACEFOOTPRINT = 44,300 SFFFE (TENANT A) = 870.00FFE (TENANT B) = 870.00FFE (TENANT C) = 867.50FFE (TENANT D) = 869.20FFE (OFFICE LOBBY) = 869.20FFE (LOADING DOCK) = 866.00 MULTI-FAMILY HOUSINGBUILDING FOOTPRINT = 52,050 SFFFE (RESIDENTIAL) = 870.75 PARKING RAMPFOOTPRINT = 23,595 SFFFE = 866.50LOE = 866.50LFE = 866.50 LFE = 856.00 LFE = 860.00 LFE = 860.75 LFE = 857.00 X X PROPOSED FINANCIALINSTITUTIONFOOTPRINT = 6,200 SFFFE = 866.00LFE = 866.00LOE = 866.00 LOE = 866.00LFE = 856.00 LOE = 867.00LFE = 857.00 LOT 1 LOT 2 LOT 3 LOT 4 10' 8.5' (TYP.) 24' 24' 24' 24'24' 9'8.5' R10'R10'R10' R30' R20' R200'R224' R146' R123' R40' 20'8.5'16.33'8.5'14.54' 24' 35.72' 182.0'109.9' 75.0' 28.9' 50.9' 13.3' 33.2' 25.5' 34.8' 13.9' 42.5' A A A AB B A 56' 25.5' 1A 1A 1A 1A1A 1A 1A 1A 1A 1A 1A 1A 2 2 355 5 6 D1B5 1B 7 8 8 8 8 8 8 88 8 8 8 9A 9A 9A 9A 9A 11 11 11 11 11 1111 11 13 13 13 13 43 48 8A 8A 8A 9A 8A8A 8A E B B 21 21 10.9' 12.5' 12.0' 8.7' 10.3' 8.0' S.1 S.1 S.4 S.2 S.1 S.4 S.1 S.4 S.2 S.3 S.1 S.4 S.1 S.4 S.3 S.5 R20' R20' 20'8.5'16.33'8.5'14.54' 20'8.5'16.33'8.5'14.54' R20'R20'24' 25.5' 9 9 9 9 9 43 A G 48 F F F F F 21 R34' R25' SHEET NUMBER: DATE:05/13/2022 C201 NOT FOR CONSTRUCTION Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 0'30'60'90' 1" = 30' PROJECT NUMBER: 0029211.10 S.1 S.10 S.2 S.3 REFERENCE STOP SIGN S.4 NO TRUCKS RIGHT LANE MUST TURN RIGHT PEDESTRIAN CROSSING 1A B612 CURB AND GUTTER1B B618 CURB AND GUTTER2 SURMOUNTABLE CURB AND GUTTER3 FLUSH CURB AND GUTTER5 VALLEY GUTTER6 CONCRETE CROSS GUTTER7 ENTRANCE THRU CURB AND GUTTER8 PRIVATE CONCRETE SIDEWALK8A PUBLIC CONCRETE SIDEWALK9 PRIVATE PEDESTRIAN CURB RAMP9A PUBLIC PEDESTRIAN CURB RAMP11 CROSS WALK STRIPING13 TRAFFIC ARROW14 SIGN INSTALLATION19 PAVEMENT SECTIONS21 HEAVY DUTY CONCRETE SECTION22 SAW CUT CONTROL JOINT24 CONCRETE CURB AT SIDEWALK31 TRANSITION CURB (B612)43 RETAINING WALL WITH FENCE USING SLEEVE-IT SYSTEM45 B612 AND SURMOUNTABLE CURB TRANSITION48 CONCRETE STAIR AND RAILING DETAIL 1 EXISTING ZONING:PDC-3, PLANNED COMMERCIAL PROPOSED ZONING:PUD - PLANNED UNIT DEVELOPMENT PARCEL DESCRIPTION:LOT 1, BLOCK 1, YORKTOWN, HENNEPINCOUNTY, MINNESOTA PROPERTY AREA:260,594 SF (5.98 AC) PERVIOUS SURFACE:71,861 SF (27.6%)IMPERVIOUS SURFACE(RATIO):188,733 SF (72.4%) FLOOR-AREA-RATIO(FAR):SEE ARCH PLANS BUILDING SETBACK PER CODE:XX'=FRONTXX'=SIDE / XX'=SIDE TO ROWXX'=REAR LOT 1 BLDG FOOTPRINTAREA(SF) LOT AREA(ACRE)LEGALDESCRIPTION 51,600 PROPOSED USE LOT 2LOT 3 LOT 4 TOTAL 5.98 AC.123,050- 44,30021,050 6,100 SIGN LEGEND SITE DETAILS (SI-0XX) SITE DEVELOPMENT SUMMARY SITE DATA CHART 1. BACKGROUND INFORMATION FOR THIS PROJECT PROVIDED BY WESTWOOD PROFESSIONALSERVICES, MINNETONKA, MN, 2020. 2. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THISPLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITYLOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND, THEENGINEER SHOULD BE NOTIFIED IMMEDIATELY. 3. REFER TO BOUNDARY SURVEY FOR LOT BEARINGS, DIMENSIONS AND AREAS. 4. ALL DIMENSIONS ARE TO FACE OF CURB OR EXTERIOR FACE OF BUILDING UNLESS OTHERWISENOTED. 5. REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND LOCATIONS OFEXITS, RAMPS, AND TRUCK DOCKS. 6. ALL CURB RADII ARE SHALL BE 5.0 FEET (TO FACE OF CURB) UNLESS OTHERWISE NOTED. 7. ALL CURB AND GUTTER SHALL BE B612 UNLESS OTHERWISE NOTED. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFICCONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGGERSAND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OFTHESE DEVICES SHALL BE APPROVED BY THE CITY AND ENGINEER PRIOR TO PLACEMENT.TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS. 9. BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE IN ACCORDANCE WITH THERECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. 10. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURINGCONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TOADJACENT PROPERTIES. 11. SITE LIGHTING SHOWN ON PLAN IS FOR REFERENCE ONLY. REFER TO LIGHTING PLAN PREPAREDBY OTHERS FOR SITE LIGHTING DETAILS AND PHOTOMETRICS. GENERAL SITE NOTES PROPERTY LINE SETBACK LINE EASEMENT LINE CURB AND GUTTER LOT LINE POND NORMAL WATER LEVEL RETAINING WALL CONCRETE PAVEMENT NUMBER OF PARKING STALLS TRANSFORMER SITE LIGHTING EXISTING PROPOSED FENCEXX HEAVY DUTY BITUMINOUS PAVEMENTNORMAL DUTY BITUMINOUS PAVEMENT TRAFFIC SIGN POWER POLE BOLLARD / POST CONCRETE SIDEWALK TIP-OUT CURB AND GUTTER SITE LEGEND T 2.02 AC.OFFICE/GROCERY 1.99 AC.MULTI-FAMILY RESIDENTIAL 0.93 AC.SENIOR HOUSING 1.03 AC.BANK A. PLANTER CURB (TYP.)B. CONCRETE PAVERS (TYP.)C. GENERATORD. EXISTING SURMOUNTABLE CURB IN ROUNDABOUTE. BIKE LANE EXIT RAMP ONTO SHARED SIDEWALKF. PUBLIC ART - SEE LANDSCAPE PLANG. PEDESTRIAN ENTRANCE TO PARKING RAMP SITE KEYNOTESX S.5 RIGHT TURN LANE COMMERCIAL/RETAIL SPACEFOOTPRINT = 44,300 SFFFE (TENANT A) = 870.00FFE (TENANT B) = 870.00FFE (TENANT C) = 867.50FFE (TENANT D) = 869.20FFE (OFFICE LOBBY) = 869.20FFE (LOADING DOCK) = 866.00 MULTI-FAMILY HOUSINGBUILDING FOOTPRINT = 52,050 SFFFE (RESIDENTIAL) = 870.75 PARKING RAMPFOOTPRINT = 23,595 SFFFE = 866.50LOE = 866.50LFE = 866.50 X X PROPOSED FINANCIALINSTITUTIONFOOTPRINT = 6,200 SFFFE = 866.00LFE = 866.00LOE = 866.00 GAS GAS GAS GAS GAS GAS GAS PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG XXX FO FO FO FO FO FO FO FO FO STO STO STO STO STO STO STOSTOSTOSTO STO STO STOSTO STO 20.00 STO WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WEST 70TH STREET 8 8 UTILITY EASEMENT PER THE PLATOF YORKTOWN DOC. NO.1033725 (ITEM NO. 11) 22 8 22 20 SCENIC AND OPEN SPACE EASEMENT INFAVOR OF EDINA VILLAGE (NOW CITY)PER DOC. NO. 1033728 (ITEM NO. 14) 10 10 STREET RIGHT OF WAY DEDICATED IN THE PLAT OFYORKTOWN DOC. NO. 1033725 (ITEM NO. 16)HIGHWAY EASEMENT PER DOC.NO. 2189613 (ITEM NOS. 15 & 16) PUBLIC STREET, DRAINAGE & UTILITYEASEMENT PER DOC. NO. T4859947(ITEM NO. 16) SIDEWALK & UTILITY EASEMENTPER DOC. NOS. T05067233 &T05132844 (ITEM NO. 17) TELECOMMUNICATIONSEASEMENT PER DOC. NO.983149 (ITEM NO. 12) E E E E E E E M G T T T T T STO STO STO STO RIM=871.0FULL OFDEBRIS RIM=870.6INV(E)=866.4INV(NE)-866.3 RIM=871.6INV(E)=865.1INV(W)=864.9INV(S)=866.1RIM=869.1INV(E)=864.5RIM=866.7INV(N)=862.7INV(S)=863.0INV(E/W)=862.6 RIM=866.5INV(N)=862.6INV(E)=862.5INV(W)=861.7 RIM=871.5INV(E)=867.2 15"RCP RIM = 862.97IE = 855.15 (CITY AS-BUILT) RIM=866.8INV(E)=859.4INV(W)=859.1 RIM=869.5FULLOFWATER RIM=871.1INV=868.0 RIM=861.2INV=858.112" RCP RIM=861.8INV(E)=857.7INV(W)=858.2INV(S)=857.6 RIM=862.1INV=857.912" RCPRIM=862.5INV(N)=852.8INV(S)=852.6 15" RCP S 21" RCP 12" RCP 21" RCP24" RCP24" RCP ST-5 ST-6 ST-4 ST-3 ST-2 ST-1 16" ASH 13" LCH 14" ASH GW: 853.5 ST-106 GW: 852.7 GW: 853.5 GW: 857.5 GW: 848.6 GW: NOT OBSERVED GW: NOT OBSERVED ST-101GW: 852.9 ST-102GW: 853.5 ST-103 ST-104GW: 854.6 ST-105GW: NOT OBSERVED GW: 853.4 ST-107GW: NOT OBSERVED ST-108GW: NOT OBSERVED 15" RCPSTOSTOSTO CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTVPUGPUGPUGCTVCTVCTVCTVCTVCTVPUGPUGPUGPUGPUG SHEET NUMBER: DATE:05/13/2022 C300 Common Ground Alliance Call 48 Hours before digging: 811 or call811.com PROJECT NUMBER: 0029211.10 PROPERTY LINE POND NORMAL WATER LEVEL RIDGE LINE TOP AND BOTTOM OF RETAINING WALL EMERGENCY OVERFLOW SOIL BORING LOCATION STO STORM SEWER DRAIN TILE WATER MAIN SANITARY SEWER EXISTING PROPOSED INDEX CONTOUR INTERVAL CONTOUR WAT SAN SPOT ELEVATION FLOW DIRECTION RETAINING WALL GRADING LIMITSGL CURB AND GUTTER FLARED END SECTION (WITH RIPRAP) GRADING LEGEND 1. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THISPLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITYLOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIEDIMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. 2. CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS ANDDIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXIT PORCHES, RAMPS, TRUCK DOCKS, PRECISEBUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACTLOCATIONS AND NUMBER OF DOWNSPOUTS. 3. ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARDSPECIFICATIONS FOR TRENCH EXCAVATION AND BACKFILL/SURFACE RESTORATION" ASPREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. 4. ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL AND SOD OR SEED.THESE AREAS SHALL BE WATERED UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. SEELANDSCAPE PLAN FOR PLANTING AND TURF ESTABLISHMENT. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFICCONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMENAND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OFTHESE DEVICES SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFICCONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS. 6. ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THISSHEET. 7. CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE ASMOOTH FINISHED SURFACE WITH UNIFORM SLOPES BETWEEN POINTS WHERE ELEVATIONSARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES. 8. SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOWLINE UNLESS OTHERWISE NOTED. PROPOSED CONTOURS ARE TO FINISHED SURFACEGRADE. 9. SEE SOILS REPORT FOR PAVEMENT THICKNESSES AND HOLD DOWNS. 10. CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITEGRADING AND UTILITY CONSTRUCTION IS COMPLETED. THE CONTRACTOR SHALL DISPOSE OFALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE REGULATINGAGENCIES. 11. CONTRACTOR SHALL PROVIDE A STRUCTURAL RETAINING WALL DESIGN CERTIFIED BY ALICENSED PROFESSIONAL ENGINEER. 12. ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THENATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS. 13. PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILLBE REQUIRED ON THE SUBGRADE. PROOF ROLLING SHALL BE ACCOMPLISHED BY MAKINGMINIMUM OF 2 COMPLETE PASSES WITH FULLY-LOADED TANDEM-AXLE DUMP TRUCK, ORAPPROVED EQUAL, IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISIONAND DIRECTION OF THE INDEPENDENT TESTING LABORATORY. AREAS OF FAILURE SHALL BEEXCAVATED AND RE-COMPACTED AS SPECIFIED HEREIN. 14. EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALLBE COMPACTED IN ACCORDANCE WITH THE SPECIFIED DENSITY METHOD AS OUTLINED INMNDOT 2105.3F1 AND THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER. 15. EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA,SHALL BE COMPACTED IN ACCORDANCE WITH REQUIREMENTS OF THE ORDINARYCOMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2. 16. ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENTGEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE ORUNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. THECONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS ANDINSPECTIONS WITH THE GEOTECHNICAL ENGINEER. 1. BASIN EXCAVATION AND PIPE INSTALLATION MAY TAKE PLACE BEFORE CURB INSTALLATION.ALL OTHER BASIN CONSTRUCTION MUST WAIT UNTIL FINAL SITE LANDSCAPING. REMOVESEDIMENT FROM EXCAVATED BASIN PRIOR TO PLACEMENT OF FILTER MEDIA. PLACE SANDBAGS OR SIMILAR ITEM IN CURB CUTS TO PRE-FILTER STORM WATER UNTIL PLANTS AREESTABLISHED IN BASINS. MAINTAIN INLET PROTECTION ON DOWN STREAM INLETS UNTILBASINS ARE ON-LINE. 2. BASIN EXCAVATION SHALL BE WITH TOOTHED-BUCKETS TO SCARIFY THE BOTTOM. 3. PLACE SILT FENCE AROUND BASINS AS SHOWN IMMEDIATELY AFTER BASIN CONSTRUCTION. 4. BASINS MUST BE TESTED FOR INFILTRATION RATE AFTER TOTAL SITE STABILIZATION. A DUALRING INFILTROMETER SHALL BE USED FOR TESTING. MINIMUM INFILTRATION RATE IS 1-INCHPER HOUR. IF BASIN DOES NOT MEET INFILTRATION RATE, CONTRACTOR MUST TAKECORRECTIVE ACTION UNTIL MINIMUM INFILTRATION RATE IS MET. CORRECTIVE ACTION MAYINCLUDE REMOVING PLUG IN DRAIN TILE. ALL TESTING AND CORRECTIVE ACTION SHALL BETHE RESPONSIBILITY OF THE CONTRACTOR, AND SHALL BE INCIDENTAL TO THE CONTRACT,WITH NO DIRECT COMPENSATION MADE. GRADING NOTES FILTRATION/INFILTRATION BASIN NOTES 0.00% 900.00 900.00 TW=XXX.XXBW=XXX.XX E.O.F. NOT FOR CONSTRUCTION 0'30'60'90' 1" = 30' GEOTECHNICAL EVALUATIONS FOUND A LAYER OF CLAYEY SAND APPROXIMATELY 4 FEET BELOWTHE BOTTOM OF THE PROPOSED INFILTRATION CHAMBERS. SHOULD THIS MATERIAL BEENCOUNTERED DURING CONSTRUCTION, THE EXISTING CLAYEY SAND MUST BE REMOVED ANDREPLACED WITH MATERIAL HAVING AN INFILTRATION RATE COMPARABLE WITH THEPOORLY-GRADED SAND LOCATED AT THE BOTTOM OF THE SYSTEM. SOIL REPLACEMENT NOTE 1. ALL TEMPORARY EROSION CONTROL MEASURES SHOWN ON THE EROSION ANDSEDIMENTATION CONTROL PLANS MUST BE INSTALLED PRIOR TO COMMENCEMENT OFSURFACE OR VEGETATION ALTERATION AND BE MAINTAINED UNTIL COMPLETION OFCONSTRUCTION AND VEGETATION IS ESTABLISHED AS DETERMINED BY NMCWD. IF SILT FENCEIS USED, THE BOTTOM FLAP MUST BE BURIED AND THE MAXIMUM ALLOWABLE SPACINGBETWEEN POSTS IS 4-FOOT ON CENTER. ALL POSTS MUST BE EITHER 2-INCH X 2-INCH PINE,HARDWOOD, OR STEEL FENCE POSTS. IF HAY BALES ARE USED, ALL BALES MUST BE STAKED INPLACE AND REINFORCED ON THE DOWNSTREAM SIDE WITH SNOW FENCE. 2. ALL AREAS ALTERED BECAUSE OF CONSTRUCTION MUST BE RESTORED WITH SEED AND DISCEDMULCH, SOD, WOOD FIBER BLANKET, OR BE HARD SURFACED WITHIN TWO WEEKS AFTERCOMPLETION OF LAND ALTERATION AND NO LATER THAN THE END OF THE PERMIT PERIOD. 3. UPON FINAL STABILIZATION, THE PERMIT APPLICANT IS RESPONSIBLE FOR THE REMOVAL OFALL EROSION CONTROL MEASURES INSTALLED THROUGHOUT THE PROJECT SITE. 4. AT THE ENTRYWAY ONTO THE SITE, A ROCK FILTER DIKE BEING A MINIMUM OF TWO FEET INHEIGHT AND HAVING MAXIMUM SIDE SLOPES OF 4:1 MUST BE CONSTRUCTED. THIS ROCKFILTER DIKE WILL ENABLE CONSTRUCTION TRAFFIC TO ENTER THE SITE AND ALSO PROVIDE ANEROSION CONTROL FACILITY. 5. IF DEWATERING IS REQUIRED AND SUMP PUMPS ARE USED, ALL PUMPED WATER MUST BEDISCHARGED THROUGH AN EROSION CONTROL FACILITY PRIOR TO LEAVING THECONSTRUCTION SITE. PROPER ENERGY DISSIPATION MUST BE PROVIDED AT THE OUTLET OFTHE PUMP SYSTEM. 6. THE NMCWD MUST BE NOTIFIED A MINIMUM OF 48 HOURS PRIOR TO COMMENCEMENT OFCONSTRUCTION. 7. THE NMCWD, ITS OFFICERS, EMPLOYEES AND AGENTS REVIEW, COMMENT UPON, ANDAPPROVE PLANS AND SPECIFICATIONS PREPARED BY PERMIT APPLICANTS AND THEIRCONSULTANTS FOR THE LIMITED ADMINISTRATIVE PURPOSE OF DETERMINING WHETHER THEREIS REASONABLE ASSURANCE THAT THE PROPOSED PROJECT WILL COMPLY WITH THEREGULATIONS AND CRITERIA OF THE NMCWD. THE DETERMINATION OF THE NMCWD THATISSUANCE OF THIS PERMIT IS APPROPRIATE WAS MADE IN RELIANCE ON THE INFORMATIONPROVIDED BY THE APPLICANT. 8. THE GRANT OF THIS PERMIT SHALL NOT IN ANY WAY RELIEVE THE PERMITTEE, ITS ENGINEER, OROTHER PROFESSIONAL CONSULTANTS OF RESPONSIBILITY, NOR SHALL IT MAKE THE NMCWD• •••• • ••• ••••• • ••• ••••• • • •• • ••• • •• • • • • •• •••• •••• • •• ••• •••• • •• • • •• ••• • •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••WORK. THE GRANT OF THIS PERMIT SHALL NOT RELIEVE THE PERMITTEE FROM COMPLYINGWITH ALL CONDITIONS AND REQUIREMENTS OF THE PERMIT WHICH SHALL BE RETAINED BYTHE PERMITTEE WITH THE PERMIT. 9. THE ISSUE OF THIS PERMIT DOES NOT CONVEY ANY PROPERTY RIGHTS IN EITHER REAL ORPERSONAL PROPERTY, OR ANY EXCLUSIVE PRIVILEGES, NOR DOES IT AUTHORIZE ANY INJURY TOPRIVATE PROPERTY OR ANY INVASION OF PERSONAL RIGHTS, NOR ANY INFRINGEMENT OFFEDERAL, STATE, OR LOCAL LAWS OR REGULATIONS. NINE MILE CREEK WATERSHEDDISTRICT GENERAL PROVISIONS XXX STO STO STO STO STO STO STOSTOSTOSTO STO STO STOSTO STO STO WEST 70TH STREET E E E E E E E M G T T T T T STO STO STO STO S ST-5 ST-6 ST-4 ST-3 ST-2 ST-1 16" ASH 13" LCH 14" ASH GW: 853.5 ST-106 GW: 852.7 GW: 853.5 GW: 857.5 GW: 848.6 GW: NOT OBSERVED GW: NOT OBSERVED ST-101GW: 852.9 ST-102GW: 853.5 ST-103 ST-104GW: 854.6 ST-105GW: NOT OBSERVED GW: 853.4 ST-107GW: NOT OBSERVED ST-108GW: NOT OBSERVED STOSTOSTO COMMERCIAL/RETAIL SPACEFOOTPRINT = 44,300 SFFFE (TENANT A) = 870.00FFE (TENANT B) = 870.00FFE (TENANT C) = 867.50FFE (TENANT D) = 869.20FFE (OFFICE LOBBY) = 869.20FFE (LOADING DOCK) = 866.00 MULTI-FAMILY HOUSINGBUILDING FOOTPRINT = 52,050 SFFFE (RESIDENTIAL) = 870.75 PARKING RAMPFOOTPRINT = 23,595 SFFFE = 866.50LOE = 866.50LFE = 866.50 LFE = 856.00 LFE = 860.00 LFE = 860.75 LFE = 857.00 X X PROPOSED FINANCIALINSTITUTIONFOOTPRINT = 6,200 SFFFE = 866.00LFE = 866.00LOE = 866.00 LOE = 866.00LFE = 856.00 LOE = 867.00LFE = 857.00 CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTVPUGPUGPUGCTVCTVCTVCTVCTVCTVPUGPUGPUGPUGPUG ROCKCONSTRUCTIONENTRANCE SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSF INLET PROTECTION (TYP.) SILT FENCE SILT FENCE SILT FENCE SILT FENCE SHEET NUMBER: DATE:05/13/2022 C301 Common Ground Alliance Call 48 Hours before digging: 811 or call811.com PROJECT NUMBER: 0029211.10 NOT FOR CONSTRUCTION 0'30'60'90' 1" = 30' PROPERTY LINE SILT FENCE POND NORMAL WATER LEVEL ROCK CONSTRUCTION ENTRANCE EROSION CONTROL BLANKET EMERGENCY OVERFLOW SOIL BORING LOCATION STORM SEWER DRAIN TILE WATER MAIN SANITARY SEWER INLET PROTECTION EXISTING PROPOSED INDEX CONTOUR INTERVAL CONTOUR RETAINING WALL SF GRADING LIMITS CURB AND GUTTER FLARED END SECTION (WITH RIPRAP) TURF REINFORCEMENT MAT EROSION CONTROL LEGEND 1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OFEXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUSUTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATIONSHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFYEXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OFDISCREPANCIES. 2. ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANYEXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUNDCOVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND ORREMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OFEXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TOEROSION CONTROL. TEMPORARY PONDING, DIKES, HAYBALES, ETC., REQUIRED BY THE CITYSHALL BE INCIDENTAL TO THE GRADING CONTRACT. 3. EROSION AND SILTATION CONTROL (ESC): THE CONTRACTOR SHALL ASSUME COMPLETERESPONSIBILITY FOR CONTROLLING ALL SILTATION AND EROSION OF THE PROJECT AREA. THECONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL THE EROSION ANDSILTATION INCLUDING BUT NOT LIMITED TO: CATCH BASIN INSERTS, CONSTRUCTIONENTRANCES, EROSION CONTROL BLANKET, AND SILT FENCE. ESC SHALL COMMENCE WITHGRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BYTHE OWNER. THE CONTRACTOR'S RESPONSIBILITY INCLUDES ALL IMPLEMENTATION ASREQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY DIRECT THECONTRACTOR'S METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANYDEPOSITION OF SILT OR MUD ON NEW OR EXISTING PAVEMENT OR IN EXISTING STORMSEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAIN EVENT. AFFECTED AREAS SHALL BECLEANED TO THE SATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR.ALL TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THE CONTRACTOR AFTER THETURF IS ESTABLISHED. 4. ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACHWORKING DAY. A CONSTRUCTION ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TODETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. 5. PROPOSED PONDS SHALL BE EXCAVATED FIRST AND USED AS TEMPORARY PONDING DURINGCONSTRUCTION. 6. WHEN INSTALLING END-OF-LINE FLARED END SECTIONS, BRING THE SILT FENCE UP & OVER THEFLARED END SECTIONS & COVER DISTURBED AREAS WITH RIP RAP. THE UPSTREAM FLARED ENDSECTIONS SHALL HAVE WOOD FIBER BLANKET INSTALLED ON THE DISTURBED SOILS. 7. ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE RESTORED WITHSEED AND MULCH, SOD, EROSION CONTROL BLANKET OR BE HARD SURFACE WITHIN 2 WEEKSOF COMPLETION OF CONSTRUCTION. 8. THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES, MNDOT, ANDCITY. A. TEMPORARY (GREATER THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 22-111 AT30.5-POUNDS PER ACRE. B. TEMPORARY (LESS THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 21-112 (FALL) OR21-111 (SPRING/SUMMER) AT 100-POUNDS PER ACRE C. INFILTRATION/FILTRATION BASIN SHALL BE MNDOT SEED MIX 34-262 AT 14.5-POUNDS PERACRE. D. POND SLOPES SHALL BE MNDOT SEED MIX 33-261 AT 35-POUNDS PER ACRE. E. GENERAL SEEDING SHALL BE MNDOT SEED MIX 25-151 AT 70-POUNDS PER ACRE. F. MULCH SHALL BE MNDOT TYPE 1 APPLIED AT 2-TONS PER ACRE. 9. FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OR EROSION CONTROLBLANKET IS REQUIRED. 10. ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUND THEM TO TRAPSEDIMENT. 11. ALL PERMANENT PONDS USED AS TEMPORARY SEDIMENT BASINS DURING CONSTRUCTIONSHALL BE DREDGED AFTER THE SITE HAS BEEN STABILIZED TO RESTORE THE POND TO THEPROPOSED BOTTOM ELEVATION. 12. ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONALPOLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS. 13. THE SITE MUST BE KEPT IN A WELL-DRAINED CONDITION AT ALL TIMES. THE CONTRACTORSHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING OR OTHER MEANS REQUIRED TOINSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS ORBUILDING PADS MUST BE PROVIDED WITH A POSITIVE OUTFLOW. 14. PUBLIC STREETS USED FOR HAULING SHALL BE KEPT FREE OF SOIL AND DEBRIS. STREETSWEEPING SHALL BE CONCURRENT WITH SITE WORK. GENERAL EROSION CONTROL NOTES STO WAT SAN GL E.O.F. HEAVY DUTY SILT FENCEHDSF BIOROLLBIO ROCK LOG 1. ALL TEMPORARY EROSION CONTROL MEASURES SHOWN ON THE EROSION ANDSEDIMENTATION CONTROL PLANS MUST BE INSTALLED PRIOR TO COMMENCEMENT OFSURFACE OR VEGETATION ALTERATION AND BE MAINTAINED UNTIL COMPLETION OFCONSTRUCTION AND VEGETATION IS ESTABLISHED AS DETERMINED BY NMCWD. IF SILT FENCEIS USED, THE BOTTOM FLAP MUST BE BURIED AND THE MAXIMUM ALLOWABLE SPACINGBETWEEN POSTS IS 4-FOOT ON CENTER. ALL POSTS MUST BE EITHER 2-INCH X 2-INCH PINE,HARDWOOD, OR STEEL FENCE POSTS. IF HAY BALES ARE USED, ALL BALES MUST BE STAKED INPLACE AND REINFORCED ON THE DOWNSTREAM SIDE WITH SNOW FENCE. 2. ALL AREAS ALTERED BECAUSE OF CONSTRUCTION MUST BE RESTORED WITH SEED AND DISCEDMULCH, SOD, WOOD FIBER BLANKET, OR BE HARD SURFACED WITHIN TWO WEEKS AFTERCOMPLETION OF LAND ALTERATION AND NO LATER THAN THE END OF THE PERMIT PERIOD. 3. UPON FINAL STABILIZATION, THE PERMIT APPLICANT IS RESPONSIBLE FOR THE REMOVAL OFALL EROSION CONTROL MEASURES INSTALLED THROUGHOUT THE PROJECT SITE. 4. AT THE ENTRYWAY ONTO THE SITE, A ROCK FILTER DIKE BEING A MINIMUM OF TWO FEET INHEIGHT AND HAVING MAXIMUM SIDE SLOPES OF 4:1 MUST BE CONSTRUCTED. THIS ROCKFILTER DIKE WILL ENABLE CONSTRUCTION TRAFFIC TO ENTER THE SITE AND ALSO PROVIDE ANEROSION CONTROL FACILITY. 5. IF DEWATERING IS REQUIRED AND SUMP PUMPS ARE USED, ALL PUMPED WATER MUST BEDISCHARGED THROUGH AN EROSION CONTROL FACILITY PRIOR TO LEAVING THECONSTRUCTION SITE. PROPER ENERGY DISSIPATION MUST BE PROVIDED AT THE OUTLET OFTHE PUMP SYSTEM. 6. THE NMCWD MUST BE NOTIFIED A MINIMUM OF 48 HOURS PRIOR TO COMMENCEMENT OFCONSTRUCTION. NINE MILE CREEK WATERSHEDDISTRICT GENERAL PROVISIONS GAS GAS GAS GAS GAS GAS GAS PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG XXX FO FO FO FO FO FO FO FO FO STO STO STO STO STO STO STOSTOSTOSTO STO STO STOSTO STO 20.00 STO WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WEST 70TH STREET 8 8 UTILITY EASEMENT PER THE PLATOF YORKTOWN DOC. NO.1033725 (ITEM NO. 11) 22 8 22 20 SCENIC AND OPEN SPACE EASEMENT INFAVOR OF EDINA VILLAGE (NOW CITY)PER DOC. NO. 1033728 (ITEM NO. 14) 10 10 STREET RIGHT OF WAY DEDICATED IN THE PLAT OFYORKTOWN DOC. NO. 1033725 (ITEM NO. 16)HIGHWAY EASEMENT PER DOC.NO. 2189613 (ITEM NOS. 15 & 16) PUBLIC STREET, DRAINAGE & UTILITYEASEMENT PER DOC. NO. T4859947(ITEM NO. 16) SIDEWALK & UTILITY EASEMENTPER DOC. NOS. T05067233 &T05132844 (ITEM NO. 17) TELECOMMUNICATIONSEASEMENT PER DOC. NO.983149 (ITEM NO. 12) E E E E E E E M G T T T T T STO STO STO STO RIM = 862.97IE = 855.15 (CITY AS-BUILT) S ST-5 ST-6 ST-4 ST-3 ST-2 ST-1 16" ASH 13" LCH 14" ASH GW: 853.5 ST-106 GW: 852.7 GW: 853.5 GW: 857.5 GW: 848.6 GW: NOT OBSERVED GW: NOT OBSERVED ST-101GW: 852.9 ST-102GW: 853.5 ST-103 ST-104GW: 854.6 ST-105GW: NOT OBSERVED GW: 853.4 ST-107GW: NOT OBSERVED ST-108GW: NOT OBSERVED STOSTOSTO COMMERCIAL/RETAIL SPACEFOOTPRINT = 44,300 SFFFE (TENANT A) = 870.00FFE (TENANT B) = 870.00FFE (TENANT C) = 867.50FFE (TENANT D) = 869.20FFE (OFFICE LOBBY) = 869.20FFE (LOADING DOCK) = 866.00 MULTI-FAMILY HOUSINGBUILDING FOOTPRINT = 52,050 SFFFE (RESIDENTIAL) = 870.75 PARKING RAMPFOOTPRINT = 23,595 SFFFE = 866.50LOE = 866.50LFE = 866.50 LFE = 856.00 LFE = 860.00 LFE = 860.75 LFE = 857.00 X X PROPOSED FINANCIALINSTITUTIONFOOTPRINT = 6,200 SFFFE = 866.00LFE = 866.00LOE = 866.00 LOE = 866.00LFE = 856.00 LOE = 867.00LFE = 857.00 CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTVPUGPUGPUGCTVCTVCTVCTVCTVCTVPUGPUGPUGPUGPUG 8" SAN STUBIE=858.608" WM STUB 8" SAN STUBIE=856.94 8" WM STUB8" WM STUB 6" SAN STUBIE=856.46 6" SAN STUBIE=860.27 8" SAN STUBIE=861.36 6" WM STUB 8" WM STUB HYDRANT HYDRANT HYDRANT HYDRANT HYDRANT 109 LF - 10" PVC @ 0.70% SAN MH 11RIM=863.85IE(E)=855.50IE(SW)=855.40 CORE DRILL INTOEXISTING SAN MH 10RAISE RIM TO 863.67IE(S,NE)=855.15 36 LF - 10" PVC @ 0.70% SAN MH 12RIM=864.56IE(N,E)=855.83IE(W)=855.73 SAN MH 13RIM=865.55IE(N,E)=856.69IE(W)=856.59 222 LF - 10" PVC @ 0.70% SAN MH 14RIM=866.94IE(E,S)=858.34IE(W)=858.24 SAN MH 15RIM=867.78IE(N)=859.15IE(W)=859.05 102 LF - 10" PVC @ 0.70% SAN MH 16RIM=867.89IE(W,N)=859.95IE(S)=859.85 SAN MH 16RIM=870.32IE(W)=861.25IE(S)=861.15 16 LF - 8" PVC @ 0.70% 16 LF - 6" PVC @ 2.00% 26 LF - 8" PVC @ 1.00% 25 LF - 8" PVC @ 1.00% INSULATE PIPE25 LF - 6" PVC @ 2.00%8" DIP 1 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 A A A 8" DIP8" DIP 33 LF - 10"PVC @ 0.70% REFER TO US BANK LOT PLANS FORLOT SPECIFIC UTILITY INFORMATION SHEET NUMBER: DATE:05/13/2022 C400 Common Ground Alliance Call 48 Hours before digging: 811 or call811.com PROJECT NUMBER: 0029211.10 SAN EXISTING PROPOSED SANITARY SEWER STO STORM SEWER WAT WATER MAIN EASEMENT LINE PROPERTY LINE WAT HYDRANT GATE VALVE DRAIN TILE FLARED END SECTION (WITH RIPRAP) LIGHT POLE GAS GASGAS PUG UNDERGROUND ELECTRICPUG TUG UNDERGROUND TELEPHONETOH POH OVERHEAD ELECTRICPOH TOH OVERHEAD TELEPHONETOH FO TELEPHONE FIBER OPTICFO CTV CABLE TELEVISIONCTV FM FM SANITARY SEWER FORCE MAIN CURB AND GUTTER UTILITY LEGEND 1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESEPLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THEINFORMATION SHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIORTO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OF DISCREPANCIES. 2. ALL SANITARY SEWER, STORM SEWER AND WATER MAIN MATERIAL AND INSTALLATIONS SHALL BE PER CITY REQUIREMENTS, MINNESOTAPLUMBING CODE, AND IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICELINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OFMINNESOTA. 3. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL, STATE AND LOCAL PERMITS FOR THE PROPOSEDWORK OR VERIFY WITH THE OWNER OR ENGINEER THAT PERMITS HAVE BEEN OBTAINED. PERMIT FEES SHALL BE THE RESPONSIBILITY OFTHE CONTRACTOR UNLESS OTHERWISE ARRANGED WITH THE OWNER. 4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF DOORWAYS, RAMPS, TRUCK DOCKS,PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY CONNECTION LOCATIONS. 5. ALL PRIVATE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE APPROPRIATE UTILITY COMPANY.THE CONTRACTOR SHALL COORDINATE THE SERVICE LINE CONSTRUCTION WITH THE UTILITY COMPANIES. 6. CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY PERMITS FOR UTILITY CONNECTIONS, AND UTILITIES SHALL BE INSPECTED ANDAPPROVED BY THE CITY. THE CITY SHALL BE NOTIFIED 48-HOURS PRIOR TO COMMENCING WITH THE UTILITY CONSTRUCTION OR ANYREQUIRED TESTING. CONTRACTOR SHALL NOT OPERATE, INTERFERE WITH, CONNECT ANY PIPE OR HOSE TO, OR TAP ANY WATER MAINBELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF SCHEDULED ORUNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE TO BE THE RESPONSIBILITY OF THE CONTRACTOR. 7. WATER MAIN LENGTHS AS SHOWN ARE APPROXIMATE HORIZONTAL LENGTHS. ALLOW FOR ADDITIONAL PIPE WHEN INSTALLING ONSLOPES OR WHEN DEFLECTIONS ARE REQUIRED. THE JOINT DEFLECTIONS SHALL NOT EXCEED THE MAXIMUM RECOMMENDED BY THE PIPEMANUFACTURER OR BY LOCAL GOVERNING SPECIFICATIONS. FITTINGS REQUIRED TO CONSTRUCT WATER MAIN SHALL BE INCLUDED INWATER MAIN CONSTRUCTION. 8. PROVIDE WATER MAIN THRUST RESTRAINTS PER CITY STANDARD REQUIREMENTS. 9. A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER LINE CROSSINGS WITH SANITARY SEWER OR STORMSEWER. THE WATER LINE SHALL NOT HAVE JOINTS OR CONNECTION WITHIN 10-FEET OF THE CROSSING. INSULATE CROSSINGS WITHSTORM SEWER. 10. UTILITY SERVICES TYPICALLY TERMINATE 5' OUTSIDE BUILDING WALL UNLESS OTHERWISE SHOWN OR NOTED. 11. DUCTILE IRON WATER LINES SHALL BE CLASS 52, PER AWWA C115 OR C151. COPPER WATER LINES SHALL BE TYPE K PER ASTM B88. PVCWATER LINES SHALL BE PER AWWA C900 AND INSTALLED PER AWWA C605 IF ALLOWED BY CITY. 12. ALL WATER LINES SHALL HAVE 7.5' MINIMUM COVER. INSULATE WATER MAIN IF LESS THAN 8' OF COVER. INSULATION SHALL BE DOWSTYROFOAM HI BRAND 35 OR EQUIVALENT, WITH 4 INCHES OF THICKNESS. 13. SANITARY SEWER PIPE OUTSIDE THE BUILDING ENVELOPE SHALL BE POLYVINYL CHLORIDE (PVC) SDR 35 OR 26. SDR 26 IS REQUIRED FORDEPTHS GREATER THAN 15 FEET. SANITARY SEWER PIPE WITHIN 5 FEET OF THE BUILDING AND UNDER FOOTINGS SHALL BE SCHEDULE 40PER ASTM D2665. ALL PLASTIC SANITARY SEWER SHALL BE INSTALLED PER D2321. SOLVENT WELD JOINTS MUST INCLUDE USE OF APRIMER WHICH IS OF A CONTRASTING COLOR TO THE PIPE AND CEMENT. ALL SANITARY SEWER SHALL BE TESTED ACCORDING TOMINNESOTA PLUMBING CODE, PART 712.0. 14. STORM SEWER PIPE: A. RCP AND HDPE PIPE MAY BE INSTALLED WITH APPROVAL OF LOCAL GOVERNING AGENCY. B. REINFORCED CONCRETE PIPE SHALL BE CLASS 5 FOR PIPE DIAMETERS 18" AND SMALLER, CLASS 3 FOR PIPE DIAMETERS 21" ANDLARGER UNLESS OTHERWISE NOTED, PER ASTM C76 WITH R-4 GASKETS. C. HDPE STORM PIPE 4- TO 10-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OF AASHTO M252. HDPE STORM PIPE 12- TO60-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OF ASTM F2306. FITTINGS SHALL BE PER ASTM D3212 AND INSTALLED PERASTM D2321. D. PVC STORM SEWER PIPE AND FITTINGS SHALL BE SCHEDULE 40 PIPE PER ASTM D2665 AND INSTALLED PER ASTM D2321. E. CORRUGATED METAL PIPE (CMP) FOR SIZES 18- TO 120-INCH AND MUST MEET ASTM A760 OR ASTM A796 AND BE INSTALLED PERASTM A798. CMP MAY NOT BE INSTALLED WITHIN 10-FEET OF A WATERMAIN, WATER SERVICE, OR A BUILDING. F. ALL STORM SEWER JOINTS AND STRUCTURE CONNECTIONS SHALL BE GASTIGHT OR WATERTIGHT AS REQUIRED BY MINNESOTAPLUMBING CODE, PART 707.3. STORM SEWER LOCATED WITHIN 10-FEET OF A BUILDING AND/OR WATER LINE SHALL BE TESTED PERMINNESOTA PLUMBING CODE, PART 712. 15. ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE (TRACER) WIRE PER MINNESOTA RULES, PART 7560.0150. 16. POST INDICATOR VALVES SHALL BE CLOW F-5750 (OR EQUIVALENT) MEETING AWWA STANDARD C509 AND CITY STANDARDS. VALVE TOBE MECHANICAL JOINT RESILIENT WEDGE GATE VALVE. POST TO BE ADJUSTABLE FOR 8 FEET WATER MAIN DEPTH. THE ELECTRICAL ALARMSWITCH SHALL BE PART NO. PCVS2 (OR EQUIVALENT). 17. AFTER CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN AS-BUILT RECORD OF UTILITYCONSTRUCTION. THE AS-BUILT SHALL INCLUDE LOCATION AND LENGTH DEVIATIONS OR CHANGES TO THE PLAN. CONTRACTOR TOVERIFY WITH OWNER OR ENGINEER WHETHER A PLAN WITH POST-CONSTRUCTION ELEVATIONS IS REQUIRED. 18. ALL MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLAN REFLECT THE SUMPED ELEVATIONS. 19. ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05FEET. RIM ELEVATIONS ON PLAN REFLECT THE SUMPED ELEVATIONS. GENERAL UTILITY NOTES S DT NOT FOR CONSTRUCTION 0'30'60'90' 1" = 30' A. CONNECT TO EXISTING. COORDINATE CONNECTION WITH THE CITY. UTILITY KEYNOTEA GAS GAS GAS GAS GAS GAS GAS PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG XXX FO FO FO FO FO FO FO FO FO STO STO STO STO STO STO STOSTOSTOSTO STO STO STOSTO STO 20.00 STO WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WEST 70TH STREET 8 8 UTILITY EASEMENT PER THE PLATOF YORKTOWN DOC. NO.1033725 (ITEM NO. 11) 22 8 22 20 SCENIC AND OPEN SPACE EASEMENT INFAVOR OF EDINA VILLAGE (NOW CITY)PER DOC. NO. 1033728 (ITEM NO. 14) 10 10 STREET RIGHT OF WAY DEDICATED IN THE PLAT OFYORKTOWN DOC. NO. 1033725 (ITEM NO. 16)HIGHWAY EASEMENT PER DOC.NO. 2189613 (ITEM NOS. 15 & 16) PUBLIC STREET, DRAINAGE & UTILITYEASEMENT PER DOC. NO. T4859947(ITEM NO. 16) SIDEWALK & UTILITY EASEMENTPER DOC. NOS. T05067233 &T05132844 (ITEM NO. 17) TELECOMMUNICATIONSEASEMENT PER DOC. NO.983149 (ITEM NO. 12) E E E E E E E M G T T T T T STO STO STO STO RIM=871.0FULL OFDEBRIS RIM=870.6INV(E)=866.4INV(NE)-866.3 RIM=871.6INV(E)=865.1INV(W)=864.9INV(S)=866.1RIM=869.1INV(E)=864.5RIM=866.7INV(N)=862.7INV(S)=863.0INV(E/W)=862.6 RIM=866.5INV(N)=862.6INV(E)=862.5INV(W)=861.7 RIM=871.5INV(E)=867.2 15"RCP RIM = 862.97IE = 855.15 (CITY AS-BUILT) RIM=866.8INV(E)=859.4INV(W)=859.1 RIM=869.5FULLOFWATER RIM=871.1INV=868.0 RIM=861.2INV=858.112" RCP RIM=861.8INV(E)=857.7INV(W)=858.2INV(S)=857.6 RIM=862.1INV=857.912" RCPRIM=862.5INV(N)=852.8INV(S)=852.6 15" RCP S 21" RCP 12" RCP 21" RCP24" RCP24" RCP ST-5 ST-6 ST-4 ST-3 ST-2 ST-1 16" ASH 13" LCH 14" ASH GW: 853.5 ST-106 GW: 852.7 GW: 853.5 GW: 857.5 GW: 848.6 GW: NOT OBSERVED GW: NOT OBSERVED ST-101GW: 852.9 ST-102GW: 853.5 ST-103 ST-104GW: 854.6 ST-105GW: NOT OBSERVED GW: 853.4 ST-107GW: NOT OBSERVED ST-108GW: NOT OBSERVED 15" RCPSTOSTOSTO COMMERCIAL/RETAIL SPACEFOOTPRINT = 44,300 SFFFE (TENANT A) = 870.00FFE (TENANT B) = 870.00FFE (TENANT C) = 867.50FFE (TENANT D) = 869.20FFE (OFFICE LOBBY) = 869.20FFE (LOADING DOCK) = 866.00 MULTI-FAMILY HOUSINGBUILDING FOOTPRINT = 52,050 SFFFE (RESIDENTIAL) = 870.75 PARKING RAMPFOOTPRINT = 23,595 SFFFE = 866.50LOE = 866.50LFE = 866.50 LFE = 856.00 LFE = 860.00 LFE = 860.75 LFE = 857.00 X X PROPOSED FINANCIALINSTITUTIONFOOTPRINT = 6,200 SFFFE = 866.00LFE = 866.00LOE = 866.00 LOE = 866.00LFE = 856.00 LOE = 867.00LFE = 857.00 CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTVPUGPUGPUGCTVCTVCTVCTVCTVCTVPUGPUGPUGPUGPUG 15" PVC ROOF DRAINIE=861.00 90" CONTECH CMP PIPESBOTTOM OF ROCK=855.50BOTTOM OF PIPES=856.50OUTLET ELEVATION=858.50INFILTRATION VOLUME=18,792 CF100-YEAR FLOOD VOLUME=60,076 CF100-YEAR HWL=863.34 STMH 101RIM=863.36IE(S,N,E)=856.6028 LF - 15" RCP@ 1.07% 54 LF - 15" RCP @ 1.43% REPLACE STMH 100RIM=863.13IE(W,N)=856.30 STMH 102RIM=864.76IE(SW,E)=857.37 202 LF - 15" RCP @ 0.50% STMH 103RIM=866.71IE(NE,W)=858.38 OCS 104RIM=866.37IE(N)=856.50IE(SW)=858.50 24 LF - 15" RCP @ 0.50% CBMH 201RIM=865.36IE(S)=860.66IE(E)=860.58IE(NW)=859.00 CB 210RIM=866.22IE(E)=862.72 60 LF -21" RCP@ 0.50% STMH 200RIM=866.65IE(W)=862.60IE(SE)=858.70IE(N)=856.503' SUMP=853.50 CB 220RIM=865.60IE(W,E)=862.10 190 LF - 12" RCP @ 0.50% STMH 202RIM=867.67IE(N)=862.69IE(S)=861.66IE(W)=861.53 30 LF - TRENCHDRAIN @ 1.00% TRENCH DRAINRIM=869.60IE=868.72 TRENCH DRAINRIM=869.72IE=868.72 CBMH 301RIM=870.60IE(E)=866.40IE(S,N)=865.06 33 LF - 15" RCP @ 0.48% REBUILD STMH 300RIM=871.60IE(N)=867.05IE(E)=865.10IE(S)=864.90IE(W)=864.90 CBMH 203RIM=867.00IE(N,S)=863.02 65 LF - 12" STM@ 0.50% 18" PVC ROOF DRAINIE=864.50 6 LF - 18" PVC@ 2.00% CONNECT TOCONTECH CMP PIPE.IE=859.80 18" PVC ROOF DRAINIE=864.506 LF - 18" PVC@ 2.00%CONNECT TOCONTECH CMP PIPE.IE=859.80 18" PVC ROOF DRAINIE=863.68 45 LF - 18" PVC@ 2.00% CONNECT TOCONTECH CMP PIPE.IE=859.80 18" PVC ROOF DRAINIE=863.04 45 LF - 18" PVC@ 2.00% CONNECT TOCONTECH CMP PIPE.IE=859.80 23 LF -12" RCP@ 0.50% 17 LF - 15" PVC @ 2.00% CBMH 302RIM=869.51IE(S)=868.70IE(E)=866.00IE(N)=865.35 CB 310RIM=870.77IE=867.2772 LF - 12" RCP @ 0.48% 29 LF - 12" RCP@ 4.38% REFER TO US BANK LOT PLANS FORLOT SPECIFIC UTILITY INFORMATION SUMP MH 230RIM=867.14IE(W)=862.14IE(E)=859.88SUMP=856.88 SUMP MH 240RIM=868.50IE(W)=862.78IE(E)=859.88SUMP=856.88 SUMP MH 250RIM=869.87IE(W)=864.38IE(E)=859.88SUMP=856.88 SUMP MH 260RIM=870.64IE(E)=864.38IE(W)=859.88SUMP=856.88 SHEET NUMBER: DATE:05/13/2022 C401 Common Ground Alliance Call 48 Hours before digging: 811 or call811.com PROJECT NUMBER: 0029211.10 SAN EXISTING PROPOSED SANITARY SEWER STO STORM SEWER WAT WATER MAIN EASEMENT LINE PROPERTY LINE WAT HYDRANT GATE VALVE DRAIN TILE FLARED END SECTION (WITH RIPRAP) LIGHT POLE GAS GASGAS PUG UNDERGROUND ELECTRICPUG TUG UNDERGROUND TELEPHONETOH POH OVERHEAD ELECTRICPOH TOH OVERHEAD TELEPHONETOH FO TELEPHONE FIBER OPTICFO CTV CABLE TELEVISIONCTV FM FM SANITARY SEWER FORCE MAIN CURB AND GUTTER UTILITY LEGEND 1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESEPLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THEINFORMATION SHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIORTO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OF DISCREPANCIES. 2. ALL SANITARY SEWER, STORM SEWER AND WATER MAIN MATERIAL AND INSTALLATIONS SHALL BE PER CITY REQUIREMENTS, MINNESOTAPLUMBING CODE, AND IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICELINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OFMINNESOTA. 3. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL, STATE AND LOCAL PERMITS FOR THE PROPOSEDWORK OR VERIFY WITH THE OWNER OR ENGINEER THAT PERMITS HAVE BEEN OBTAINED. PERMIT FEES SHALL BE THE RESPONSIBILITY OFTHE CONTRACTOR UNLESS OTHERWISE ARRANGED WITH THE OWNER. 4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF DOORWAYS, RAMPS, TRUCK DOCKS,PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY CONNECTION LOCATIONS. 5. ALL PRIVATE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE APPROPRIATE UTILITY COMPANY.THE CONTRACTOR SHALL COORDINATE THE SERVICE LINE CONSTRUCTION WITH THE UTILITY COMPANIES. 6. CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY PERMITS FOR UTILITY CONNECTIONS, AND UTILITIES SHALL BE INSPECTED ANDAPPROVED BY THE CITY. THE CITY SHALL BE NOTIFIED 48-HOURS PRIOR TO COMMENCING WITH THE UTILITY CONSTRUCTION OR ANYREQUIRED TESTING. CONTRACTOR SHALL NOT OPERATE, INTERFERE WITH, CONNECT ANY PIPE OR HOSE TO, OR TAP ANY WATER MAINBELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF SCHEDULED ORUNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE TO BE THE RESPONSIBILITY OF THE CONTRACTOR. 7. WATER MAIN LENGTHS AS SHOWN ARE APPROXIMATE HORIZONTAL LENGTHS. ALLOW FOR ADDITIONAL PIPE WHEN INSTALLING ONSLOPES OR WHEN DEFLECTIONS ARE REQUIRED. THE JOINT DEFLECTIONS SHALL NOT EXCEED THE MAXIMUM RECOMMENDED BY THE PIPEMANUFACTURER OR BY LOCAL GOVERNING SPECIFICATIONS. FITTINGS REQUIRED TO CONSTRUCT WATER MAIN SHALL BE INCLUDED INWATER MAIN CONSTRUCTION. 8. PROVIDE WATER MAIN THRUST RESTRAINTS PER CITY STANDARD REQUIREMENTS. 9. A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER LINE CROSSINGS WITH SANITARY SEWER OR STORMSEWER. THE WATER LINE SHALL NOT HAVE JOINTS OR CONNECTION WITHIN 10-FEET OF THE CROSSING. INSULATE CROSSINGS WITHSTORM SEWER. 10. UTILITY SERVICES TYPICALLY TERMINATE 5' OUTSIDE BUILDING WALL UNLESS OTHERWISE SHOWN OR NOTED. 11. DUCTILE IRON WATER LINES SHALL BE CLASS 52, PER AWWA C115 OR C151. COPPER WATER LINES SHALL BE TYPE K PER ASTM B88. PVCWATER LINES SHALL BE PER AWWA C900 AND INSTALLED PER AWWA C605 IF ALLOWED BY CITY. 12. ALL WATER LINES SHALL HAVE 7.5' MINIMUM COVER. INSULATE WATER MAIN IF LESS THAN 7.5' OF COVER. INSULATION SHALL BE DOWSTYROFOAM HI BRAND 35 OR EQUIVALENT, WITH 4 INCHES OF THICKNESS. 13. SANITARY SEWER PIPE OUTSIDE THE BUILDING ENVELOPE SHALL BE POLYVINYL CHLORIDE (PVC) SDR 35 OR 26. SDR 26 IS REQUIRED FORDEPTHS GREATER THAN 15 FEET. SANITARY SEWER PIPE WITHIN 5 FEET OF THE BUILDING AND UNDER FOOTINGS SHALL BE SCHEDULE 40PER ASTM D2665. ALL PLASTIC SANITARY SEWER SHALL BE INSTALLED PER D2321. SOLVENT WELD JOINTS MUST INCLUDE USE OF APRIMER WHICH IS OF A CONTRASTING COLOR TO THE PIPE AND CEMENT. ALL SANITARY SEWER SHALL BE TESTED ACCORDING TOMINNESOTA PLUMBING CODE, PART 712.0. 14. STORM SEWER PIPE: A. RCP AND HDPE PIPE MAY BE INSTALLED WITH APPROVAL OF LOCAL GOVERNING AGENCY. B. REINFORCED CONCRETE PIPE SHALL BE CLASS 5 FOR PIPE DIAMETERS 18" AND SMALLER, CLASS 3 FOR PIPE DIAMETERS 21" ANDLARGER UNLESS OTHERWISE NOTED, PER ASTM C76 WITH R-4 GASKETS. C. HDPE STORM PIPE 4- TO 10-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OF AASHTO M252. HDPE STORM PIPE 12- TO60-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OF ASTM F2306. FITTINGS SHALL BE PER ASTM D3212 AND INSTALLED PERASTM D2321. D. PVC STORM SEWER PIPE AND FITTINGS SHALL BE SCHEDULE 40 PIPE PER ASTM D2665 AND INSTALLED PER ASTM D2321. E. CORRUGATED METAL PIPE (CMP) FOR SIZES 18- TO 120-INCH AND MUST MEET ASTM A760 OR ASTM A796 AND BE INSTALLED PERASTM A798. CMP MAY NOT BE INSTALLED WITHIN 10-FEET OF A WATERMAIN, WATER SERVICE, OR A BUILDING. F. ALL STORM SEWER JOINTS AND STRUCTURE CONNECTIONS SHALL BE GASTIGHT OR WATERTIGHT AS REQUIRED BY MINNESOTAPLUMBING CODE, PART 707.3. STORM SEWER LOCATED WITHIN 10-FEET OF A BUILDING AND/OR WATER LINE SHALL BE TESTED PERMINNESOTA PLUMBING CODE, PART 712. 15. ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE (TRACER) WIRE PER MINNESOTA RULES, PART 7560.0150. 16. POST INDICATOR VALVES SHALL BE CLOW F-5750 (OR EQUIVALENT) MEETING AWWA STANDARD C509 AND CITY STANDARDS. VALVE TOBE MECHANICAL JOINT RESILIENT WEDGE GATE VALVE. POST TO BE ADJUSTABLE FOR 8 FEET WATER MAIN DEPTH. THE ELECTRICAL ALARMSWITCH SHALL BE PART NO. PCVS2 (OR EQUIVALENT). 17. AFTER CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN AS-BUILT RECORD OF UTILITYCONSTRUCTION. THE AS-BUILT SHALL INCLUDE LOCATION AND LENGTH DEVIATIONS OR CHANGES TO THE PLAN. CONTRACTOR TOVERIFY WITH OWNER OR ENGINEER WHETHER A PLAN WITH POST-CONSTRUCTION ELEVATIONS IS REQUIRED. 18. ALL MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLAN REFLECT THE SUMPED ELEVATIONS. 19. ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05FEET. RIM ELEVATIONS ON PLAN REFLECT THE SUMPED ELEVATIONS. GENERAL UTILITY NOTES S DT NOT FOR CONSTRUCTION 0'30'60'90' 1" = 30' 12" SIDE SPACING(TYP.) 36" INTERIOR SPACING(TYP.) 90"'(TYP.) LAST REVISED:08/11/17UNDERGROUND CONTECH STORMWATER STORAGE ST20 WASHED COURSE AGGREGATE40% VOIDS SUITABLE SUBGRADE MATERIAL PAVEMENT SECTION. SEE DETAIL FORSPECIFIC DEPTHS.ON-SITE FILL MATERIAL 24" INLET PIPE BOTTOM OF SAND = 855.50 SEE PLAN FOR PIPELENGTH 24" CONNECTION PIPE WEIR WALLELEVATION = 858.50 15" STRUCTURE OUTLET PIPE HEADER PIPE PROFILE IE = 856.50 IE = 856.50 IE = 858.24 NOT TO SCALE FOR REFERENCE ONLY. CONTRACTOR TO PROVIDE ENGINEERWITH SHOP DRAWINGS PRIOR TO CONSTRUCTION. SEE PLAN LAST REVISED:09/14/20ST04OCS 502 - FROM STORMTECH CHAMBERS A A NOTES:1. BASE TO BE GROUTED TO FORM A SMOOTH INVERT TO OUTLET.2. PIPE CUT-OUTS TO BE LOCATED WHERE REQUIRED.3. SEE DETAIL ST16 FOR CASTING TYPE. CONCRETE MANHOLEAND BASE TO BECRETEX TYPE 433B ORAPPROVED EQUAL MANHOLE COVER TOBE CRETEX TYPE II WITHEITHER 27" ROUND OR24"x36" RECTANGULAROPENING MINIMUM OF TWO 2"ADJUSTING RINGS 24" PVCSECTION A-A PLAN WEIR ELEVATION(SEE PLAN) WEIR = 858.00 15" RCPIE = 857.56 24" PVC FROM STORMTECHSYSTEM. VERIFY PIPE SIZE ANDINVERT WITH STORMTECH PLANSIE = 857.00 12" PVC MANIFOLD FROM STORMTECHSYSTEM. VERIFY PIPE SIZE AND INVERTWITH STORMTECH PLANS 15" RCP SHEET NUMBER: DATE:05/13/2022 C500 Common Ground Alliance Call 48 Hours before digging: 811 or call811.com PROJECT NUMBER: 0029211.10 NOT FOR CONSTRUCTION 0'######### 1" = ### SHEET NUMBER: DATE:05/13/2022 C501 Common Ground Alliance Call 48 Hours before digging: 811 or call811.com PROJECT NUMBER: 0029211.10 LAST REVISED:08/08/17WM06WATERMAIN INSULATION SEWER WATER MINIMUM 2INSULATION LAYERSWITH JOINTSSTAGGERED6" COMPACTEDGRANULAR FILL WATERMAIN W.M. COVER WIDTH (W) 4.0'-4.9' 8' 5.0'-5.9' 6' 6.0'-7.0' 4' 7.0' + 0'NOTES:1. INSULATION SHALL BE EXTRUDED POLYSTYRENE (XEPS) INSULATION BOARD, "CERTIFOAM SE" OR"STYROFOAM SM" OR EQUIVALENT.2. INSULATION SHALL BE PLACED ON A SMOOTH, LEVEL FOUNDATION WHICH HAS BEEN FIRMLY COMPACTED.3. SEPARATE LAYERS OF INSULATION USED TO MAKE UP THE 4" THICKNESS SHALL HAVE STAGGERED JOINTSTO ENSURE THE CONTINUITY OF THE INSULATION.4. ALL WATERMAIN/ STORM SEWER CROSSINGS WITH LESS THAN 36" CLEARANCE SHALL BE INSULATED.5. SANITARY SEWER INSULATION SIMILAR MINIMUM 1 1/2" THICK INSULATIONLAYERS WITH JOINTS STAGGEREDAND EXTENDING 4' EACH WAYFROM WATERMAIN C/L MECHANICAL COMPACTEDBACKFILL W/2 W/2INSULATION FOR SHALLOW WATER MAIN INSULATION AT PIPE CROSSING 4" ENTRANCE THRU CURB AND GUTTER SI07 NOTES:1. 1/2" PREFORMED JOINT FILLER MATERIAL- AASHTO M2132. CONCRETE GUTTER SHALL BE PER MnDOT SPEC 2531 LAST REVISED:08/15/17 PLAN VIEW SECTION A-A VARIABLE WIDTH TO BE STAKED IN FIELD 1/2" EXPANSION JOINT IFMATCHING CONCRETE FLOW LINE TO BE PAID AS 6" CONC. APRON BIT. SURF GUTTER AS DIRECTED BY ENGINEER 3.0' TO BE PAID AS6" CONC. D.W.TO BE PAID AS 6" CONC. APRON A A A A NOTES:1. PROVIDE A RELATIVELY FLAT MINIMUM 4'x4' LANDING BEHIND THE PEDESTRIAN RAMP, 2% MAXIMUM CROSS SLOPE BOTH DIRECTIONS.2. CURB RAMP AREA TO BE CONCRETE AND MEET LATEST ADA REQUIREMENTS. RAMP CROSS SLOPE 2% MAXIMUM. BACK-TO-BACK PEDESTRIAN RAMPS SHALL HAVE MINIMUM 48'' LANDING BETWEEN, OR PROVIDE AT-GRADE CROSSING.3. SIDE FLARES TO BE CONCRETE AND IMPLEMENTED WHERE ADJACENT TO PAVED AREAS. FLARED SLOPE TO BE 10% MAXIMUM. EXISTING CURB RAMP ALTERATIONS, WITH NO LANDING, SHALL BE 8.33% MAXIMUM. PROVIDE 10% MAXIMUM SLOPE, UNLESS NOTED OTHERWISE.4. ANY VERTICAL LIP THAT OCCURS AT THE FLOW LINE MAY NOT BE GREATER THAN 1/4 INCH.5. ADA REQUIRED DETECTABLE WARNING SURFACE(TRUNCATED DOMES) SHALL BE 2' MIN. IN DIRECTION OF LANDING AT CURB AND SHALL EXTEND THE FULL WIDTH OF THE LANDING. AREA SHALL BE CONTRASTING COLOR TO THE ADJACENT WALKING SURFACE WITH A PREFABRICATED CAST IRON TRUNCATED DOME INSERT MEETING THE ADA DOME SIZE AND SPACING REQUIREMENTS. A LAST REVISED:08/15/17PUBLIC PEDESTRIAN CURB RAMP SI09A A 3 3 22 33 FACE OFCURB BACK OFCURB FACE OFCURB 1 5 1 5 4' MIN. ORPER PLAN 5' MIN.5' MIN.4' MIN. ORPER PLAN CURB FACEOR GUTTER5% APPROACHSLOPE MAXSEE NOTE #4 1/2" PREFORMEDJOINT FILLER MATERIAL RAMP5'-4" MIN.LANDING4' MIN. RAMP 8.33%MAX. SLOPECONCRETE WALKDET. WARN.SURFACE ROUND ALL SLOPEDINTERSECTIONSSIDE FLARE 10%MAX. SLOPE SIDE FLARE5' MIN.RAMP4' MIN.SIDE FLARE5' MIN.ELEVATION OF RAMP SECTION A-A PLAN VIEW OF DIAGONAL RAMP PLAN VIEW OF PERPENDICULAR RAMP NOTES:1. TAPED AREAS TO BE CENTERED AND ALIGNED ON CENTER LINE AND LANE LINES. MAKE ADJUSTMENTS IN CENTER MEDIAN AREA.2. ZEBRA CROSSWALKS SHALL BE WHITE POLYMER-PREFORMED TAPE OR AN ACCEPTABLE EQUIVALENT APPROVED BY THE ENGINEER.3. A MINIMUM OF 1.5 FT. CLEAR DISTANCE MUST BE LEFT ADJACENT TO CURB. IF LAST STRIPED AREA FALLS INTO THIS DISTANCE, IT MUST BE OMITTED.4. REMOVE ALL CONFLICTING PAVEMENT MARKINGS AS DIRECTED BY THE ENGINEER.5. AT SKEWED CROSSWALKS, THE TAPED AREAS ARE TO REMAIN PARALLEL TO THE LANE LINES.6. WHERE PAVEMENT MARKINGS CAN NOT BE INLAYED INTO THE HOT MAT, PAVEMENT SHALL BE GROOVED FOR THE INSTALLATION OF THE POLYMER-PREFORMED MARKINGS. SEE Mn/DOT STANDARD SPECIFICATION 2564. LAST REVISED:08/15/17CROSS WALK STRIPING SI11 PAVEMENT MARKING(TYP.)DRIVING LANE(WIDTH VARIES) 6 FT DRIVING LANE(WIDTH VARIES) ROADCL NOTE:1. ALL TRAFFIC FLOW ARROWS TO BE SOLID WHITE REFLECTIVE TRAFFIC PAINT AS PER DIMENSIONS ABOVE TRAFFIC ARROW LAST REVISED:08/15/17SI13 2.00 1.00 4.75 HANDICAP SYMBOL LAST REVISED:08/15/17HANDICAP ACCESSIBLE SIGNAGE AND STRIPING SI15 HANDICAP SIGN NOPARKING NOTE:BOTTOM OF SIGNS TO BE MOUNTED60"-66" FROM PARKING GRADE, SEESIGN POST INSTALLATION DETAIL HANDICAP PARKING NOTE:STRIPING TO MATCHPARKING, UNLESSPER LOCAL CODE NOTE:SEE PLAN FOR PARKING LAYOUTNOPARKINGHANDICAP PARKING SPACE WITHPAINTED INTERNATIONAL SYMBOL OFACCESSIBILITY WITH CONTRASTINGSQUARE BACKGROUND, CENTEREDTOWARD DRIVE AISLE. HANDICAP PARKINGSIGNS, 12"X18", OR PERLOCAL CODE HANDICAP SIGNCENTERED AT HEAD OFSPACE ON CENTER STRIPE HANDICAP PARKING ACCESSAISLE WITH PAINTED 12"HIGH LETTERING OF "NOPARKING" CENTEREDTOWARD DRIVE AISLE HANDICAP VANACCESSIBLE PARKINGSIGN, 12"X16", OR PERLOCAL CODE, ASAPPLICABLE FACE OF CURB SIDEWALK HANDICAP SIGNCENTERED AT HEAD OFSPACE, 2' MIN. AND 8'MAX. FROM FACE OFCURB 10" DIAMETER CENTERSYMBOL IN PARKING STALL,ALL LINES TO BE 5" WIDENOPARKING4" WIDE PAINTED STRIPINGAT 45 DEGREES AND AT 2'O.C. AT ACCESS AISLE 8'MIN.8'MIN.8'MIN. SI19 PAVEMENT SECTIONS SHOWN ARE FOR PLANNING PURPOSES ONLY.REFER TO GEOTECHNICAL REPORT FOR FINAL PAVEMENT SECTIONS. LAST REVISED:08/15/17PAVEMENT SECTIONS 2" MnDOT TYPE SPWEA340E WEARING COURSE 2" MnDOT TYPE SPNWB330E BASE COURSE 8" MnDOT SPEC. 3138 CLASS 5 5" CONCRETE PAVEMENT W/ #4 REBAR AT 16" O.C. EACH WAY4" MnDOT SPEC. 3138 CLASS 5 CONCRETE PAVEMENT BITUMINOUS PAVEMENT (HEAVY DUTY) BITUMINOUS PAVEMENT (STANDARD DUTY) COMPACTED SAND SUBGRADE (100% STANDARD PROCTOR) COMPACTED SAND SUBGRADE (100% STANDARD PROCTOR) MNDOT SPEC. 2357 BITUMINOUS TACK COAT 1.5" MnDOT TYPE SPWEA340E WEARING COURSE 2" MnDOT TYPE SPNWB330E BASE COURSE6" MnDOT SPEC. 3138 CLASS 5COMPACTED SAND SUBGRADE (100% STANDARD PROCTOR) MNDOT SPEC. 2357 BITUMINOUS TACK COAT 6" COMPACTED CL. 5 AGGREGATEBASE, MNDOT 3138, 2211 LAST REVISED:08/15/17HEAVY DUTY CONCRETESECTION LOADING DOCK SI21 NOTES:1. CONCRETE SHALL BE REINFORCED WITH WELDED WIRE FABRIC OR REINFORCED BARS TO ASSIST IN CONTROLLING CRACKING FROM DRYING SHRINKAGE AND THERMAL CHANGES.2. SAWED OR FORMED CONTROL JOINTS SHOULD BE INCLUDED FOR EACH 225 SQUARE FEET OF AREA OR LESS (15 FEET BY 15 FEET). CONTRACTOR SHALL PREPARE JOINTING PATTERN AND SUBMIT TO ENGINEER PRIOR TO CONSTRUCTION.3. SAW CUTS SHOULD NOT CUT THROUGH THE WELDED WIRE FABRIC OR REINFORCING STEEL AND DOWELS SHOULD BE UTILIZED AT FORMED AND/OR COLD JOINTS.4. DOWELS SHALL BE UTILIZED AT FORMED AND/OR COLD JOINTS. DOWELS SHALL BE 30" LONG 1/2" DIAMETER SMOOTH AND GREASED TIE BARS AT 30" SPACING, MINIMUM 18" FROM PAVEMENT EDGE. 7" 4000 PSI TYPE 3 CONCRETE SURFACE COMPACTION MOUNTABLE CURB & GUTTERCONSTRUCTION AT CATCH BASIN LAST REVISED:08/15/17SI28 PERSPECTIVE SECTION A-A NOTE:MOUNTABLE CURB & GUTTER TO BEFORMED INTO A B618 TYPE AT CATCH BASIN MOUNTABLE CONCRETECURB & GUTTER CATCH BASIN FRAME& COVER#4 REBAR DESIGN GUTTERLINE GRADE NEENAH FRAME & COVER R-3067-V WITHTYPE V GRATE OR APPROVED EQUAL EXPANSION JOINTTOP OF CURB 10' MIN.TRANSITION10' MIN.TRANSITION NO SCALE NO SCALE LAST REVISED:08/15/17TRANSITION CURB SI31 PERSPECTIVE SECTION A-ANO SCALE NO SCALE B6 STYLE CURBSEE DETAIL SI01 TRANSITION VARIES LAST REVISED:08/15/17SI40MODULAR BLOCK RETAINING WALL 8" NOTE:CONTRACTOR TO PROVIDE ENGINEERING ANDSHOP DRAWINGS IF WALL IS GREATER THAN 4FEET TALL. CONTRACTOR TO SUBMIT WALLBLOCK TYPE, SIZE, AND COLOR FOR APPROVAL. 1" - 1 1/4" SWALE AT TOP OF WALLMAY BE REQUIRED, VERIFY 8" MIN. LOW PERMEABLE SOIL FILTER FABRIC UNIT DRAINAGE FILL(3/4" CRUSHED ROCKOR STONE) APPROXIMATE LIMITSOF EXCAVATION 4" PERFORATED PVC DRAINTILEWRAPPED IN FILTER FABRIC,DAYLIGHT OR TO STORM SYSTEM,AS REQUIRED UNREINFORCED CONCRETE ORCRUSHED STONE LEVELING PAD FINISHED GRADE CONCRETE MODULAR BLOCK ANCHORING PINS (AS REQUIRED) CAP UNIT, ADHERED TO TOPCOURSE WITH ADHESIVE FOUNDATIONSOIL RETAINED SOIL LAST REVISED:08/15/17FENCE AT MODULAR BLOCK WALL SI41 NOTE:CONCRETE SLEEVE (AND/OR FOOTING) TO BE SET DURING WALLCONSTRUCTION, NOT DRILLED THROUGH GEOGRID AFTERWARDS, WHEN DIRECTLY BEHIND UNITS. CONCRETE MODULARBLOCK FENCE POST FENCE POST CONCRETEFOOTING AND SLEEVE,DIAMETER, AND DEPTH PERFENCE SPECIFICATIONS GEOGRID CAP UNIT, ADHERED TO TOPCOURSE WITH ADHESIVE ANCHORING PINS (AS REQUIRED) • ••••••• • • • • • • • • 12"12"TREAD LAST REVISED:08/15/17CONCRETE STAIR AND RAILING SI48 NOTES:1. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR APPROVAL. FIELD VERIFY CONDITIONS.2. RAILING AND STAIRS BOTH SIDES OF STAIRS AND PER ADA REQUIREMENTS.3. ALL HARDWARE TO BE GALVANIZED OR STAINLESS STEEL, AND FINISH TO MATCH RAILING.4. RAILING FINISH TO BE PRIMED AND PAINTED. COLOR TO PER OWNER. HAND RAIL, 1 1/2" DIAMETERTUBULAR STEEL, WELD ANDGRIND ALL JOINTS, POSTS 6'MAXIMUM SPACING 3" RADIUS(TYP.) 1/2" RADIUS,NOSE CONCRETESTEPS WITHNON-SLIP FINISH MNDOT 3138 CLASS 5AGGREGATE BASE #4 REBAR @12" O.C. MAX.EACH WAY,3" CLEAR #5 REBAR @ NOSE,2" CLEAR(TYP.) ADJACENT PAVEMENT(TYP.) EXPANSION JOINT(TYP.) RAILING POST:SURFACE MOUNTOR EMBEDDED(6" DEPTH) TREAD SLOPE1/8" PER FT. SEE PLAN 12" 1" 6" RISER LAST REVISED:08/15/17SI50TYPICAL CURB CUT SECTION AT DRIVEWAYS 3'18'3' TRANSITION TO B618CURB B618 CURB 12' B618 CURB 3 NOTES:1. VERIFY DRIVEWAY LOCATION WITH DEVELOPER2. VERIFY MAXIMUM DRIVEWAY WIDTH WITH CITY3. LOCATION SHOWN TYPICAL FOR GARAGE RIGHT ON TANGENT OF THE ROAD X' TRANSITION TO B618CURB LAST REVISED:08/15/17MACHINE SLICED SILT FENCE(HEAVY DUTY)GD03 RUNOFF NOTES:1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN ACCUMULATED TO 1/2 THE HEIGHT OF THE FABRIC OR MORE.2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED.3. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY.4. ALL ENDS OF THE SILT FENCE SHALL BE WRAPPED UPSLOPE SO THE ELEVATION OF THE BOTTOM OF FABRIC IS HIGHER THAN "PONDING HEIGHT".5. "HEAVY DUTY" IS SAME AS MACHINE SLICED ONLY HAND INSTALLED. WOVEN MONOFILAMENT (36" WIDE) FILTER FABRIC, ATTACHSECURELY TO UPSTREAMSIDE OF POST WITH 3-50LBTENSILE STRENGTH PLASTICZIP-TIES PER POST WITHINTOP 8" OF FABRIC 5' STEEL T-POST FABRIC SLICED INTOSOIL WITHCOMPACTED BACKFILL 5' STEEL T-POST STANDARD DETAIL PONDING HEIGHT TRENCH WITH NATIVE BACKFILL LAST REVISED:08/15/17CONSTRUCTION ENTRANCE GD05 NOTES:1. FILTER FABRIC SHALL BE PLACED UNDER ROCK/WOOD CHIPS TO STOP MUD MIGRATION THROUGH ROCK/WOOD CHIPS.2. WOODCHIPS USED FOR CONSTRUCTION ENTRANCES MUST BE 80% NOT LESS THAN 2-INCHES AND NOT MORE THAN 5-INCHES. NO CHIPPED-UP MANUFACTURED WOOD AND/OR CHEMICALLY TREATED IS ALLOWED.3. ENTRANCES MUST BE MAINTAINED REGULARLY TO PREVENT SEDIMENTATION ON PUBLIC ROADWAYS. FUGITIVE ROCK OR WOODCHIPS WILL BE REMOVED FROM ADJACENT ROADWAYS DAILY OR MORE FREQUENTLY AS NECESSARY.4. LENGTH AND WIDTH TO BE ADJUSTED FOR SITE CONDITIONS. 1"-2" WASHED ROCKOR WOODCHIPS PERSPECIFICATIONS 18" MINIMUM CUT OFF TOMINIMIZE RUNOFF FROM SITE ROCK=12" MIN.WOODCHIPS=18" MIN. 15' MIN. VARIES LAST REVISED:08/15/17CONCRETE WASHOUT AREA GD08 A A NOTES:1. CONCRETE WASHOUT AREAS WILL HAVE AN IMPERMEABLE LINER TO PREVENT CONCRETE WASHOUT WATER FROM INFILTRATING/CONTACTING WITH SOIL.2. IMPERMEABLE LINER INCLUDES 10 MIL POLY LINER OR COMPACTED CLAY LINER.3. WASHOUT SYSTEMS CAN BE USED AS ALTERNATE WASHOUT AREAS. ROOF ACCESS EARTH BERMMULCH & SEED SILT FENCE CONCRETEWASHOUT SIGN IMPERMEABLE LINER SILT FENCE1.5'MIN. SECTION A-A NOTES:1. ALL GEOTEXTILE USED FOR INLET PROTECTION SHALL BE MONOFILAMENT IN BOTH DIRECTIONS, (MEETING MnDOT SPEC. 3733 GEOTEXTILES)2. FINISHED SIZE (INCLUDING POCKETS) SHALL EXTEND A MINIMUM OF 10" AROUND THE PERIMETER TO FACILITATE MAINTENANCE OR REMOVAL.3. DO NOT INSTALL PROTECTION IN INLETS SHALLOWER THAN 30". THE INSTALLED BAG SHALL HAVE A MINIMUM SIDE CLEARANCE BETWEEN THE INLET WALLS AND THE BAG, MEASURED AT THE BOTTOM OF THE OVERFLOW HOLES, OF 3". WHERE NECESSARY THE CONTRACTOR SHALL CLINCH THE BAG (USING PLASTIC ZIP TIES) TO ACHIEVE THE 3" CLEARANCE. LAST REVISED:08/15/17STORM DRAINFILTER BAG INSERT GD10 INLET SPECIFICATIONSTO MATCH THE PLANDIMENSION LENGTHAND WIDTH 2 1 MINIMUM DOUBLESTITCHED SEAMS ALLAROUND SIDE PIECESAND ON FLAP POCKETS FRONT, BACK, ANDBOTTOM TO BEMADE FROM SINGLEPIECE OF FABRIC 2"x4" HOLE SHALL BEHEAT CUT INTO ALLFOUR SIDE PANELS USE REBAR OR STEEL RODFOR REMOVAL ( FOR INLETSWITH CAST CURB BOX,REPLACE ROD WITH WOOD2" X 4") . EXTEND 10"BEYOND GRATE ON BOTHSIDES, SECURE TO GRATEWITH WIRE OR PLASTIC TIES 4 2" LAST REVISED:08/15/17INLET PROTECTION WITH ROCK LOG GD11 NOTE:1. ALL GEOTEXTILE USED FOR INLET PROTECTION SHALL BE MONOFILAMENT IN BOTH DIRECTIONS. (MEETING SPEC. 3733 (TYPE 1) GEOTEXTILES, PROPOSED 2005 EDITION) ENDS SECURELYCLOSED TO PREVENTLOSS OF OPENGRADED AGGREGATEFILL. SECURED WITH50 PSI ZIP TIE OVERLAP ENDS 6" 4' LONG AND 5" DIAMETER GEOTEXTILE SOCK.SEAM JOINED BY TWO ROWS OF STITCHINGWITH A PLASTIC MESH BACKING ORHEATBONDED. (OR APPROVED EQUIVALENT)FILL ROCK LOG WITH OPEN GRADEDAGGREGATE CONSISTING OF SOUND,DURABLE PARTICLES OF CRUSHED QUARRYROCK OR GRAVEL CONFORMING TO 3137,CA-3 (<1.5") GRADATION (OR EQUIVALENT). 6"MAX. A NOTES:1. PROVIDE A RELATIVELY FLAT MINIMUM 4'x4' LANDING BEHIND THE PEDESTRIAN RAMP, 2% MAXIMUM CROSS SLOPE BOTH DIRECTIONS.2. CURB RAMP AREA TO BE CONCRETE AND MEET LATEST ADA REQUIREMENTS. RAMP CROSS SLOPE 2% MAXIMUM. BACK-TO-BACK PEDESTRIAN RAMPS SHALL HAVE MINIMUM 48'' LANDING BETWEEN, OR PROVIDE AT-GRADE CROSSING.3. SIDE FLARES TO BE CONCRETE AND IMPLEMENTED WHERE ADJACENT TO PAVED AREAS. FLARED SLOPE TO BE 10% MAXIMUM. EXISTING CURB RAMP ALTERATIONS, WITH NO LANDING, SHALL BE 8.33% MAXIMUM. PROVIDE 10% MAXIMUM SLOPE, UNLESS NOTED OTHERWISE.4. ANY VERTICAL LIP THAT OCCURS AT THE FLOW LINE MAY NOT BE GREATER THAN 1/4 INCH.5. RAMP AND FLARED SIDE SURFACE TO BE MEDIUM BROOM FINISH, PERPENDICULAR TO TRAVEL PATH.6. WALK SHALL BE PER MnDOT SPEC 2521 MIX NO. 3A32 WITH A 28-DAY DESIGN STRENGTH OF 3900-PSI. A LAST REVISED:08/15/17PRIVATE PEDESTRIAN CURB RAMP SI09 2 PLAN VIEW OF DIAGONAL RAMP PLAN VIEW OF PERPENDICULAR RAMP SECTION A-A ELEVATION OF RAMP 3 2 3 3 3 FACE OFCURB 5 BACK OFCURB 5 FACE OFCURB CURB FACEOR GUTTER5% APPROACHSLOPE MAX 1/2" PREFORMEDJOINT FILLER MATERIAL RAMP 8.33%MAX. SLOPE ROUND ALL SLOPEDINTERSECTIONSSIDE FLARE 10%MAX. SLOPE CONCRETE WALK 4' MIN. ORPER PLAN 5' MIN.5' MIN.4' MIN. ORPER PLAN RAMP5'-4" MIN.LANDING4' MIN. SIDE FLARE5' MIN.RAMP4' MIN.SIDE FLARE5' MIN. A A1 1 4 3'-0" 7'-0" 3'-0" SIGN INSTALLEDIN LANDSCAPE AREA HANDICAP STALL PARKING SIGNINSTALLED IN PARKING LOTNOTE:1. SIGN TO BE 2-SIDED WHERE HANDICAP PARKING STALLS FACE ONE ANOTHER.2. PARKING GRADE IS DEFINED AS EITHER FLOW LINE OF CURB OR PAVEMENT SURFACEAT THE HEAD OF THE STALL. 12" LAST REVISED:06/15/19SIGN POST INSTALLATION SI14 CONCRETE CURB &GUTTER CAP REQUIRED 2" GALVANIZEDSTEEL PIPE,ROUND, SET INCONCRETE MOWING EDGE PAVEMENT 6" STEELCASING CONCRETEFOOTING 2'-0"MIN. 10" BOTTOM OF THELOWEST SIGN TOBE MOUNTED60"-66" FROMPARKING GRADE2'-0"MIN. 3'-6" MIN. FROSTDEPTH IF GREATER CONCRETE CROSS GUTTER SI06 NOTES:1. 1/2" PREFORMED JOINT FILLER MATERIAL- AASHTO M2132. CONCRETE GUTTER SHALL BE PER MnDOT SPEC 2531 LAST REVISED:08/15/17 EXPANSION JOINT(TYP.) SLOPE3/4" per ft 3' #4 REBARSECTION A-A GUTTER FLOW LINEA A 1 LAST REVISED:01/09/20B6 STYLE CURB AND GUTTER SI01 NOTES:1. EXPANSION JOINT SPACING IS 100'2. MIN. 3" CL. 5 UNDER C.&G.3. CURB SHALL BE PER MnDOT SPEC 2531 8"X" Y" Curb Type X Y B612B618B624 24"18"12" 20"26"32" SLOPE 3/4" PER FT. 1 3 TIP OUT SLOPE 3/4" PER FT. LAST REVISED:11/29/18FLUSH CURB AND GUTTER SI02-D 12"8" 20" SLOPE GUTTER TO MATCH(3/4" PER FT. 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ϱdϱ͘Ϯ͘ϲ͘ϭ͘ϲ͘Ϯ͘ϳdϭϳϲϰϯdϮdϯdϰϴϭϰϭ͕Ϭϯϰ^&WZ</E'ϭϭϳΖͲϬΗϭϬϳΖͲϵΗϭϬϵΖͲϭϬΗϭϬϵΖͲϭϬΗϰ͘ϵϲйϱ͘ϬϭйhWhWhWϲ͘ϵϰйhWϲ͘ϵϰйhWhW Ϯ͕ϱϳϱ^&KDDKEͬ/Zh>d/KEϭ͕ϭϲϭ^&ϮZϴϭϵ^&ϭZϵϮϬ^&ϭZнϭ͕ϰϱϭ^&ϮZϭ͕ϭϲϭ^&ϮZϵϮϬ^&ϭZнϴϴϬ^&>dͬ > > s>KzdZ^,D ,ϵϮϬ^&ϭZнdKt ZKs KW EdK >Kt&KZdZE^&KDZ Z ^^^>KEzϴΖdžϭϬΖ>KEzϴΖdžϭϬΖ>KEzϴΖdžϭϬΖ>KEzϴΖdžϭϬΖ>KEzϴΖdžϭϬΖϰ͘ϱϱйϰ͘ϱϱй,d, Z ^/>>h^dZd ^>KW WdKEZ d ^ŝŐŶĂƚƵƌĞdLJƉĞĚŽƌWƌŝŶƚĞĚEĂŵĞ>ŝĐĞŶƐĞη ĂƚĞWZK: dEhD ZZtEz , < zKZ/'/E>/^^h ͗Z s/^/KE^͗< zW>E127)25&216758&7,21/ŚĞƌĞďLJĐĞƌƚŝĨLJƚŚĂƚƚŚŝƐƉůĂŶ͕ƐƉĞĐŝĨŝĐĂƚŝŽŶ͕ŽƌƌĞƉŽƌƚǁĂƐƉƌĞƉĂƌĞĚďLJŵĞŽƌƵŶĚĞƌŵLJĚŝƌĞĐƚƐƵƉĞƌǀŝƐŝŽŶĂŶĚƚŚĂƚ/ĂŵĂĚƵůLJůŝĐĞŶƐĞĚĂƌĐŚŝƚĞĐƚƵŶĚĞƌƚŚĞůĂǁƐŽĨƚŚĞ^ƚĂƚĞŽĨDŝŶŶĞƐŽƚĂϱͬϭϳͬϮϬϮϮϵ͗ϰϲ͗ϯϱDϮ&>KKZW>EͲ > s >ϮϮϮϬϱϯϱƵƚŚŽƌ ŚĞĐŬĞƌϬϰͬϭϴͬϮϮϳϬƚŚΘ&ƌĂŶĐĞZĞƐŝĚĞŶƚŝĂůϳϬƚŚΘ&ƌĂŶĐĞZĞƐŝĚĞŶƚŝĂůϳϬϬϭtϳϬƚŚ^ƚ ĚŝŶĂ͕DEϱϱϰϯϱ^/d W>EZ s/ tϱͬϭϯͬϮϬϮϮ1R 'HVFULSWLRQ 'DWHϭͬϭϲΗсϭΖͲϬΗϮϭ> s >Ϯ&>KKZW>E ϱdϱ͘Ϯ͘ϲ͘ϭ͘ϲ͘Ϯ͘ϳdϭϳϲϰϯϮdϮdϯdϰϴϭϰϭ͕Ϭϯϰ^&WZ</E'Ϯ͕ϱϳϱ^&KDDKEͬ/Zh>d/KEϳ͘ϮϮйϳ͘ϮϮйϱ͘Ϭϭйϱ͘ϬϭйhWhWhWhWϭϮϳΖͲϬΗϭϮϰΖͲϭϬΗ ϴϴϬ^&>ϴϭϵ^&ϭZϵϮϬ^&ϭZнϵϮϬ^&ϭZнϭ͕ϰϱϭ^&ϮZϭ͕ϭϲϭ^&ϮZϭ͕ϭϲϭ^&ϮZdͬ > > s>KzdZ^,D ,ϵϮϬ^&ϭZн>KEzϴΖdžϭϬΖ>KEzϴΖdžϭϬΖ>KEzϴΖdžϭϬΖ>KEzϴΖdžϭϬΖ>KEzϴΖdžϭϬΖ,d, Z ^/>>h^dZd ^>KW WdKEZ d ^ŝŐŶĂƚƵƌĞdLJƉĞĚŽƌWƌŝŶƚĞĚEĂŵĞ>ŝĐĞŶƐĞη ĂƚĞWZK: dEhD ZZtEz , < zKZ/'/E>/^^h ͗Z s/^/KE^͗< zW>E127)25&216758&7,21/ŚĞƌĞďLJĐĞƌƚŝĨLJƚŚĂƚƚŚŝƐƉůĂŶ͕ƐƉĞĐŝĨŝĐĂƚŝŽŶ͕ŽƌƌĞƉŽƌƚǁĂƐƉƌĞƉĂƌĞĚďLJŵĞŽƌƵŶĚĞƌŵLJĚŝƌĞĐƚƐƵƉĞƌǀŝƐŝŽŶĂŶĚƚŚĂƚ/ĂŵĂĚƵůLJůŝĐĞŶƐĞĚĂƌĐŚŝƚĞĐƚƵŶĚĞƌƚŚĞůĂǁƐŽĨƚŚĞ^ƚĂƚĞŽĨDŝŶŶĞƐŽƚĂϱͬϭϳͬϮϬϮϮϵ͗ϰϲ͗ϯϲDϯ&>KKZW>EͲ > s >ϯϮϮϬϱϯϱϬϴͬϮϰͬϮϭϳϬƚŚΘ&ƌĂŶĐĞZĞƐŝĚĞŶƚŝĂůϳϬƚŚΘ&ƌĂŶĐĞZĞƐŝĚĞŶƚŝĂůϳϬϬϭtϳϬƚŚ^ƚ ĚŝŶĂ͕DEϱϱϰϯϱ^/d W>EZ s/ tϱͬϭϯͬϮϬϮϮ1R 'HVFULSWLRQ 'DWHϭͬϭϲΗсϭΖͲϬΗϯϭ> s >ϯ&>KKZW>E ϱdϱ͘Ϯ͘ϲ͘ϭ͘ϲ͘Ϯ͘ϳdϭϳϲϰϯϮdϮdϯdϰϴϭϮ͕ϱϳϱ^&KDDKEͬ/Zh>d/KEϯϳ͕Ϭϭϱ^&WZ</E';KW EdK >KtͿϳ͘ϮϮйϳ͘ϮϮйϱ͘ϬϭйhWhWhWϭϯϳΖͲϬΗϭϯϳΖͲϬΗϭϯϳΖͲϬΗϭϯϰΖͲϭϬΗϭϯϳΖͲϬΗϭϯϳΖͲϬΗ ϴϴϬ^&>ϭ͕ϭϲϭ^&ϮZϭ͕ϯϮϳ^&ϮZϭ͕ϯϴϳ^&ϮZϭ͕ϭϲϬ^&ϮZ dͬ > > s>KzdZ^,D ,d ZZ ϯϯΖͲϴΗdžϭϭΖͲϲΗd ZZ ϯϯΖͲϬΗdžϭϭΖͲϲΗϭ͕Ϭϭϰ^&ϭZd ZZ ϰϳΖͲϬΗdžϭϭΖͲϲΗ>KEzϴΖdžϭϬΖ,d, Z ^/>>h^dZd ^>KW WdKEZ d ^ŝŐŶĂƚƵƌĞdLJƉĞĚŽƌWƌŝŶƚĞĚEĂŵĞ>ŝĐĞŶƐĞη ĂƚĞWZK: dEhD ZZtEz , < zKZ/'/E>/^^h ͗Z s/^/KE^͗< zW>E127)25&216758&7,21/ŚĞƌĞďLJĐĞƌƚŝĨLJƚŚĂƚƚŚŝƐƉůĂŶ͕ƐƉĞĐŝĨŝĐĂƚŝŽŶ͕ŽƌƌĞƉŽƌƚǁĂƐƉƌĞƉĂƌĞĚďLJŵĞŽƌƵŶĚĞƌŵLJĚŝƌĞĐƚƐƵƉĞƌǀŝƐŝŽŶĂŶĚƚŚĂƚ/ĂŵĂĚƵůLJůŝĐĞŶƐĞĚĂƌĐŚŝƚĞĐƚƵŶĚĞƌƚŚĞůĂǁƐŽĨƚŚĞ^ƚĂƚĞŽĨDŝŶŶĞƐŽƚĂϱͬϭϳͬϮϬϮϮϵ͗ϰϲ͗ϯϴDϰ&>KKZW>EͲ > s >ϰϮϮϬϱϯϱƵƚŚŽƌ ŚĞĐŬĞƌϬϰͬϭϴͬϮϮϳϬƚŚΘ&ƌĂŶĐĞZĞƐŝĚĞŶƚŝĂůϳϬƚŚΘ&ƌĂŶĐĞZĞƐŝĚĞŶƚŝĂůϳϬϬϭtϳϬƚŚ^ƚ ĚŝŶĂ͕DEϱϱϰϯϱ^/d W>EZ s/ tϱͬϭϯͬϮϬϮϮ1R 'HVFULSWLRQ 'DWHϭͬϭϲΗсϭΖͲϬΗϰϭ> s >ϰ&>KKZW>E ϭ͕ϱϴϰ^&ϮZϭ͕ϬϮϭ^&ϭZнϴϲϳ^&ϭZϳϴϯ^&ϭZϭ͕ϬϬϱ^&ϭZϭ͕ϯϵϱ^&ϮZϯ͕ϵϳϱ^&D E/dzϮ͕ϵϬϮ^&KDDKEͬ/Zh>d/KEϭ͕ϮϮϲ^&ϭZнdͬ > > s>KzdZ^, 'Z ^^^d/Zϱϳϯ^&>ZZϮ͕Ϯϱϵ^&D E/dzZZ:Eϭϲ͕ϳϮϲ^&D E/dz <'Z EZKK&h/>/E'Ks WKK>>KEzϴΖdžϭϬΖ>KEzϴΖdžϭϬΖ>KEzϴΖdžϭϬΖ>KEzϴΖdžϭϬΖ>KEzϴΖdžϭϬΖ^ŝŐŶĂƚƵƌĞdLJƉĞĚŽƌWƌŝŶƚĞĚEĂŵĞ>ŝĐĞŶƐĞη ĂƚĞWZK: dEhD ZZtEz , < zKZ/'/E>/^^h ͗Z s/^/KE^͗< zW>E127)25&216758&7,21/ŚĞƌĞďLJĐĞƌƚŝĨLJƚŚĂƚƚŚŝƐƉůĂŶ͕ƐƉĞĐŝĨŝĐĂƚŝŽŶ͕ŽƌƌĞƉŽƌƚǁĂƐƉƌĞƉĂƌĞĚďLJŵĞŽƌƵŶĚĞƌŵLJĚŝƌĞĐƚƐƵƉĞƌǀŝƐŝŽŶĂŶĚƚŚĂƚ/ĂŵĂĚƵůLJůŝĐĞŶƐĞĚĂƌĐŚŝƚĞĐƚƵŶĚĞƌƚŚĞůĂǁƐŽĨƚŚĞ^ƚĂƚĞŽĨDŝŶŶĞƐŽƚĂϱͬϭϳͬϮϬϮϮϵ͗ϰϲ͗ϯϵDϱ&>KKZW>EͲ > s >ϱϮϮϬϱϯϱƵƚŚŽƌ ŚĞĐŬĞƌϬϰͬϭϴͬϮϮϳϬƚŚΘ&ƌĂŶĐĞZĞƐŝĚĞŶƚŝĂůϳϬƚŚΘ&ƌĂŶĐĞZĞƐŝĚĞŶƚŝĂůϳϬϬϭtϳϬƚŚ^ƚ ĚŝŶĂ͕DEϱϱϰϯϱ^/d W>EZ s/ tϱͬϭϯͬϮϬϮϮ1R 'HVFULSWLRQ 'DWHϭͬϭϲΗсϭΖͲϬΗϱϭ> s >ϱ&>KKZW>E Ϯ͕Ϯϱϯ^&KDDKEͬ/Zh>d/KEdͬ > > s>KzdZ^,>KEzϴΖdžϭϬΖϴϱϲ^&ϭZϱϳϯ^&>ϵϵϱ^&ϮZϭ͕ϭϭϰ^&ϮZϭ͕ϬϮϯ^&ϭZнϴϲϳ^&ϭZϳϴϯ^&ϭZϭ͕ϬϬϱ^&ϭZϱϳϯ^&>ϳϴϲ^&ϭZϱϭϯ^&^dϱϭϯ^&^dϭ͕ϮϱϮ^&ϮZϭ͕ϯϵϱ^&ϮZ KZd/s 'Zs >>>^dZKK&>KEzϴΖdžϭϬΖ>KEzϴΖdžϭϬΖ>KEzϴΖdžϭϬΖ>KEzϴΖdžϭϬΖ>KEzϴΖdžϭϬΖ>KEzϴΖdžϭϬΖ>KEzϴΖdžϭϬΖϳϴϯ^&ϭZϭ͕ϬϬϱ^&ϭZϴϲϳ^&ϭZϭ͕ϬϮϯ^&ϭZнϭ͕ϱϳϵ^&ϮZϱϳϯ^&>ϵϵϱ^&ϮZϳϴϲ^&ϭZϴϱϲ^&ϭZϭ͕ϮϱϮ^&ϮZϱϭϯ^&^dϱϭϯ^&^dϮ͕Ϯϱϯ^&KDDKEͬ/Zh>d/KEϱϳϯ^&>ϭ͕ϯϵϱ^&ϮZdͬ > > s>KzdZ^,ϱϳϯ^&>ϴΖdžϭϬΖd ZZ ϳΖdžϭϳΖd ZZ ϳΖdžϭϱΖ KZd/s 'Zs >>>^dZKK&d ZZ ϳΖdžϮϯΖd ZZ ϭϯΖdžϭϯΖ>KEzϴΖdžϭϬΖ>KEzϴΖdžϭϬΖ>KEzϴΖdžϭϬΖ>KEzϴΖdžϭϬΖ>KEzϴΖdžϭϬΖd ZZ ϳΖdžϮϯΖd ZZ ϳΖdžϭϱΖd ZZ ϳΖdžϭϳΖϳϴϯ^&ϭZϭ͕ϬϬϱ^&ϭZϴϲϳ^&ϭZϭ͕ϬϮϯ^&ϭZнϭ͕ϭϭϰ^&ϮZϱϳϯ^&>ϵϵϱ^&ϮZϳϴϲ^&ϭZϴϱϲ^&ϭZϭ͕ϮϱϮ^&ϮZϱϭϯ^&^dϱϭϯ^&^dϮ͕Ϯϱϯ^&KDDKEͬ/Zh>d/KEϱϳϯ^&>ϭ͕ϯϵϱ^&ϮZdͬ > > s>KzdZ^,>KEzϴΖdžϭϬΖ>KEzϴΖdžϭϬΖ>KEzϴΖdžϭϬΖ>KEzϴΖdžϭϬΖ>KEzϴΖdžϭϬΖ>KEzϴΖdžϭϬΖ>KEzϴΖdžϭϬΖ>KEzϴΖdžϭϬΖ^ŝŐŶĂƚƵƌĞdLJƉĞĚŽƌWƌŝŶƚĞĚEĂŵĞ>ŝĐĞŶƐĞη ĂƚĞWZK: dEhD ZZtEz , < zKZ/'/E>/^^h ͗Z s/^/KE^͗< zW>E127)25&216758&7,21/ŚĞƌĞďLJĐĞƌƚŝĨLJƚŚĂƚƚŚŝƐƉůĂŶ͕ƐƉĞĐŝĨŝĐĂƚŝŽŶ͕ŽƌƌĞƉŽƌƚǁĂƐƉƌĞƉĂƌĞĚďLJŵĞŽƌƵŶĚĞƌŵLJĚŝƌĞĐƚƐƵƉĞƌǀŝƐŝŽŶĂŶĚƚŚĂƚ/ĂŵĂĚƵůLJůŝĐĞŶƐĞĚĂƌĐŚŝƚĞĐƚƵŶĚĞƌƚŚĞůĂǁƐŽĨƚŚĞ^ƚĂƚĞŽĨDŝŶŶĞƐŽƚĂϱͬϭϳͬϮϬϮϮϵ͗ϰϲ͗ϰϭDϲ&>KKZW>EͲ > s >ϲ͕ϳ͕ϴͲϮϭ;dzWͿϮϮϬϱϯϱƵƚŚŽƌ ŚĞĐŬĞƌϳϬƚŚΘ&ƌĂŶĐĞZĞƐŝĚĞŶƚŝĂůϳϬƚŚΘ&ƌĂŶĐĞZĞƐŝĚĞŶƚŝĂůϳϬϬϭtϳϬƚŚ^ƚ ĚŝŶĂ͕DEϱϱϰϯϱ^/d W>EZ s/ tϱͬϭϯͬϮϬϮϮϭͬϭϲΗсϭΖͲϬΗϲϮ> s >ϳ&>KKZW>E1R 'HVFULSWLRQ 'DWHϭͬϭϲΗсϭΖͲϬΗϲϰ> s >ϲ&>KKZW>EϭͬϭϲΗсϭΖͲϬΗϲϭ> s >ϴ;ϵͲϮϭ^/DͿͲ dzW/> ϭ͕ϵϱϴ^&W Ed,Kh^ ϭ͕Ϯϴϳ^&W Ed,Kh^ ϭ͕ϴϮϯ^&W Ed,Kh^ ϭ͕ϲϳϱ^&W Ed,Kh^ Ϯ͕ϭϭϴ^&KDDKEͬ/Zh>d/KEdͬ > > s>KzdZ^,hE/d>KEzϴΖyϮϰΖhE/d>KEzϴΖyϮϰΖhE/d>KEzϴΖyϮϰΖhE/d>KEzϴΖyϮϰΖZKK&d> s >Ϯϯϭ͕ϵϱϴ^&W Ed,Kh^ ϭ͕Ϯϴϳ^&W Ed,Kh^ ϭ͕ϴϮϮ^&W Ed,Kh^ ϭ͕ϲϳϱ^&W Ed,Kh^ dͬ > > s>KzdZ^, KZd/s 'Zs >>>^dZKK&ϭ͕ϵϵϯ^&KDDKEͬ/Zh>d/KEhE/d>KEzϴΖdžϮϰΖϭ͕ϰϳϭ^&W Ed,Kh^ >hZKKD ϭ͕Ϭϳϳ^& <hE/d>KEzϴΖdžϮϰΖhE/d>KEzϴΖdžϮϰΖhE/dd ZZ ϭϲΖdžϯϬΖ^ŝŐŶĂƚƵƌĞdLJƉĞĚŽƌWƌŝŶƚĞĚEĂŵĞ>ŝĐĞŶƐĞη ĂƚĞWZK: dEhD ZZtEz , < zKZ/'/E>/^^h ͗Z s/^/KE^͗< 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ts Ϳ^tKZE Z;ϳϭ^d^dΘ t/E's Ϳ^ KZE Z;ϳϭ^dΘZ ts Ϳ Signature Typed or Printed Name License # Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 5/18/2022 9:53:24 AMT1 TITLE SHEET 222710 ESG ESG 7001 France Office Mixed Use (Site B) 7001 France Office Mixed Use (Site B)7001 France Avenue South Edina, MN 55435 SITE PLAN REVIEW 5/17/2022 PROJECT TEAMPROJECT LOCATION DRAWING INDEX 7001 France Office Mixed Use (Site B) Edina, MN 55435 7001 France Avenue South Vicinity Site Location DRAWING INDEX DRAWING NUMBER DRAWING NAME ARCHITECTURAL A0 EXISTING SITE PHOTOS A1 FLOOR PLANS - LEVEL P1 & 1 / ARCHITECTURAL SITE PLAN A2 FLOOR PLANS - LEVEL 2 & 3 A3 FLOOR PLANS - LEVEL 4 & 5 A4 FLOOR PLANS - LEVEL 6 & 7 A5 ROOF PLAN A10 EAST ELEVATION A11 NORTH & SOUTH ELEVATION A12 WEST ELEVATION A13 EXTERIOR RENDERINGS A14 EXTERIOR MATERIAL PALETTE DRAWING INDEX DRAWING NUMBER DRAWING NAME GENERAL INFORMATION T1 TITLE SHEET CIVIL C100 EXISTING CONDITIONS AND REMOVALS PLAN C101 SITE PLAN OVERLAY C200 SITE PROJECT AREA PLAN C201 SITE PLAN C300 GRADING PLAN C301 EROSION CONTROL PLAN C400 SANITARY AND WATERMAIN PLAN C401 STORM SEWER PLAN C500 CITY DETAILS C501 DETAILS LANDSCAPE L1.0 LANDSCAPE SITE PLAN L1.1 LANDSCAPE PLANTING PLAN L2.0 LANDSCAPE DETAILS BUILDING METRICS OWNER/DEVELOPER:Orion Investments 6550 York Avenue South, Suite 207 Edina, MN 55435 ARCHITECT:Elness Swenson Graham Architects, Inc. 500 Washington Ave. South, Suite 1080 Minneapolis, MN 55415 Ph: 612-339-5508 Fx: 612-339-5382 CONTRACTOR:Mortenson Construction 700 Meadow Lane North Minneapolis, MN 55422 Ph: 763-522-2100 CIVIL ENGINEER:Westwood Engineering 12701 Whitewater Drive, Suite 300 Minnetonka, MN 55343 Ph: 952-937-5150 LANDSCAPE ARCHITECT:Confluence 530 N Third Street, Suite 120 Minneapolis, MN 55401 Ph: 612-333-3702 PARKING SCHEDULE - OFFICE Type Level Count LEVEL P1 8'-6" x 18' - ADA LEVEL P1 7 8'-6" x 18' - STANDARD LEVEL P1 120 127 TOTAL STALLS:127 No. Description Date GASGASGASGASGASGASGASGASGAS GAS GAS PUG PUG PUGPUG PUG PUG PUG PUG PUGFOFOFOFOFOFOFOFOFOFOFOFO FO FO FOFOFO FO FOPUGPUGPUGPUG WAT WA T WAT PUG PUG PUG PUG PUG PUGPUGPUGPUGPUGPUGPUGGAS GAS GASGASGASCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOPUGPUGPUGPUGPUGPUGPUGPUGPUGPUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGFOFOFOFOFOFOFOFOFOFOFOFO FOFOFOFOTUG TUGPUGPUG PUGPUGPUGPUG PUG PUG PUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUG PUG PUG PUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVXXXGAS GAS GAS FO FOFOFOFOFOFOFOFOFOFOFO PUGPUGPUGXXX PUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUG26.3CANOPYFFE=872.10FFE=860.05FFE=870.03CANOPYLANDSCAPEEDGE STEPS W/HANDRAILMONUMENTSIGNFFE=860.44BRICKRETAINING WALL CONCRETE RETAINING WALLSTONERETAININGWALL72.711.3 12.022.0 6.140.0 6.097.7 6.33.0 100.13.5 16.23.5 5.925.3 2.116.0 22.424.0 22.432.0 2.013.7131.63.116.35.372.065.844.366.656.211.3 27.34.68.64.58.68.327.2 SAN8.3 EXISTING BRICKBUILDING7001 France Avenue,Edina, MinnesotaBuilding Footprint=24,682 Sq. Ft.STORM GRATEWOOD STEPSFND.TPOSTBLDG. HT.=29.4 FT.TRASHENCLOSURESTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO STO STO STOSTOSTOSTOSTOSTOSTOSTO ST OSTOSTOSTOSTOSTOSTO STOSTOSTOSTO STOSANSANSANSANSANSANSANSANSANSANSANSANSAN EXISTING BUILDINGTRASHENCLOSURE20.00STOSANSTO STO WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATISLANDSPEDRAMPPED RAMPPED RAMPBITUMINOUS SURFACE BENCH 70.00FRANCE AVENUE SOUTH COUNTY ROAD NO. 17 WEST 70TH STREET110N. LINE OF SEC. 32, TWP. 28, RGE. 24NW CORNER OF SEC. 32,TWP. 28, RGE. 24110W. LINE OF SEC. 32, TWP. 28, RGE. 24 70.008882010 20 10 UTILITY EASEMENT PER THE PLATOF YORKTOWN DOC. NO.1033725 (ITEM NO. 11)22822TELECOMMUNICATIONS EASEMENTPER DOC. NO. 983149 (ITEM NO. 12)SANITARY SEWER EASEMENTPER DOC. NO. (ITEM NO. 11)1520 15SCENIC AND OPEN SPACE EASEMENT INFAVOR OF EDINA VILLAGE (NOW CITY)PER DOC. NO. 1033728 (ITEM NO. 14)SCENIC AND OPEN SPACE EASEMENT INFAVOR OF EDINA VILLAGE (NOW CITY) PERDOC. NO. 1033728 (ITEM NO. 14)1010PUBLIC ROAD EASEMENT IN PER DOC.NO. 1036934 (ITEM NO. 15)STREET RIGHT OF WAY DEDICATED IN THE PLAT OFYORKTOWN DOC. NO. 1033725 (ITEM NO. 16)40 40 HIGHWAY EASEMENT PER DOC. NO.2189613 (ITEM NOS. 15 & 16)HIGHWAY EASEMENT PER DOC.NO. 2189613 (ITEM NOS. 15 & 16)PUBLIC STREET, DRAINAGE & UTILITYEASEMENT PER DOC. NO. T4859947(ITEM NO. 16)SIDEWALK & UTILITY EASEMENT PERDOC. NOS. T05067233 &T05132844(ITEM NO. 17)SIDEWALK & UTILITY EASEMENTPER DOC. NOS. T05067233 &T05132844 (ITEM NO. 17)TELECOMMUNICATIONSEASEMENT PER DOC. NO.983149 (ITEM NO. 12)11 SPACES 28.27N44°49'18"E 2 HANDICAP SPACES 21 SPACES 10 SPACES 23 SPACES 23 SPACES 22 SPACES 16 SPACES 18 SPACES 9 SPACES 4 HANDICAP SPACES 2 SPACES 5 SPACES 12 SPACES 12 SPACES 15 SPACESBACK OF CURB IS 0.4 S.OF PROPERTY LINEBACK OF CURB IS0.1 S. AND 0.7 E.OF PROPERTY LINEBACK OF CURB IS 0.8 E. OF PROPERTY LINE BACK OF CURB ONPROPERTY LINE 100.9583.42 BACK OF CURB IS 2.9SE OF PROPERTY LINEBACK OF CURB 0.2 E. OFPROPERTY LINE N89°50'44"E 505.00S00°11'54"E 496.57S89°48'06"W 524.96N00°12'08"W 476.97 EEEEEEEEEEEACACMGGGGTSTSTSTSTSTSTSTSTSTSTSTSTSTTVTVHHTTVAULT-SUMP PUMPLIFT STATION (LOCKED)TTRIM=857.7INV(NE)=856.6INV(S)=856.5STOSTOSTOSTORIM=871.0FULL OFDEBRISRIM=870.6INV(E)=866.4INV(NE)-866.3RIM=871.6INV(E)=865.1INV(W)=864.9INV(S)=866.1RIM=869.1INV(E)=864.5RIM=868.3INV(N/E)=864.3INV(W)=863.6RIM=866.7INV(N)=862.7INV(S)=863.0INV(E/W)=862.6RIM=866.5INV(N)=862.6INV(E)=862.5INV(W)=861.7RIM=871.5INV(E)=867.215"RCPRIM=867.5INV=863.2RIM=857.1INV=856.6RIM=857.2INV=856.7RIM=868.4INV=857.9RIM = 862.97IE = 855.15 (CITY AS-BUILT)RIM=859.4INV=856.7SGREY WATERRIM=864.3INV=857.8RIM=860.0INV=858.1RIM=866.8INV(E)=859.4INV(W)=859.1RIM=862.9INV=860.112" RCPRIM=862.8INV(NE)=859.0INV(E/S)=857.5RIM=862.8INV(N)=857.2INV(E)=859.2INV(SE)=857.5INV(SW)=856.3RIM=866.3INV=859.6RIM=865.4INV=860.1RIM=865.9INV=860.5RIM=864.9INV=860.3RIM=866.2INV=863.3RIM=869.5FULLOFWATERRIM=871.1INV=868.015" CLAYRIM=863.4FULL OF ICE & DEBRISRIM=863.1INV(NE)=859.6INV(W)=859.1RIM=861.2INV=858.112" RCPRIM=861.8INV(E)=857.7INV(W)=858.2INV(S)=857.6RIM=862.1INV=857.912" RCPRIM=871.2INV=865.4RIM=871.1INV(N)=864.2INV(SW)=864.1RIM=871.3INV=861.6RIM=870.6INV=860.3RIM=862.5INV(N)=852.8INV(S)=852.6RIM=868.6INV(N)=858.4INV(W)=858.2SSANS15" RCP21" RCPS15" RCP 12" RCP21" RCP12" RCP21" RCP9" CLAY @ 0.8%24" RCP24" RCP24" RCP12" RCP15" CONC15" RCP12" RCP 15" RCP8"PVC 8" CLAY8" CAST IRON12" CLAY 8" CLAY10" CLAY 8" CLAY10" CLAY12"RCP ST-5ST-6ST-4ST-3ST-2ST-114" SPNMULTI-BIRCH16" ASH13" LCH14" SPNDEAD16" LCH10" SPN12" SPN18" SPN14" LCH18" SPN14" ASH14" SPN2" ASH16" SPN14" SPN14" SPN10" ASH10" ASH8" ASH14" ASH14" ASH20" ASH13" ASH17" ASH10" ASH13" ASH15" LCH12" ASH9" ASH12" ASH10" ASH15" ASH12" ASH 10" ASH15" ASH8" ASH8" ASH12" ASH15" ASH12" ASH7" ASH8" ASH12" ASH 6" ASH14" ASH4" SPC4" SPC5" SPC5" SPCMULTI-BIRCHMULTI-BIRCHGW: 853.5MULTI-BIRCHMULTI-CRB MULTI-CRB27" ASH2" OAK 15" LCH14" SPN12" SPN10" SPNST-10618" SPN16" SPN16" SPN12" LCH14" LCH14" LCH16" LCH20" LCH18" FRT4" ASH4" ASH4" ASH12" ASH 12" ASH 12" ASH 12" ASH GW: 852.7GW: 853.5GW: 857.5GW: 848.6GW: NOT OBSERVEDGW: NOT OBSERVEDST-101GW: 852.9ST-102GW: 853.5ST-103ST-104GW: 854.6ST-105GW: NOT OBSERVEDGW: 853.4ST-107GW: NOT OBSERVEDST-108GW: NOT OBSERVEDFRANCE AVENUE SOUTH COUNTY ROAD NO. 17 15" RCP18" RCP15" RCPSTOSTOSTO XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \\\\\ \\\\\\\\\************************XXXXXX\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\XXXXXXXXXXXXXXXXXXXXXXX\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\X\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \\\\\\\\\\\\ \\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\ \ \ \ \ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\222222222\\\\\\\\\\\\233144444444455666666666666666778444SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 N:\0029211.10\DWG\CIVIL\0029211.10RM01.DWG EDINA, MN05/13/20227001 FRANCEEXISTING CONDITIONS AND REMOVALS PLAN 7001 FRANCEC100 .05/13/2022 DAVID T. BADE . . . 10/16/2020 4530 WEST 77TH STREET SUITE #365 EDINA, MN 55435 ORION/MORTENSON :HVWZRRG3URIHVVLRQDO6HUYLFHV,QFCommon Ground AllianceCall 48 Hours before digging:811 or call811.com### ### or ## 09/13/2021 01/26/2022 02/08/2022 05/06/2022 05/13/2022 PRELIMINARY DEVELOPMENT PLAN / PUD WATERSHED COMMENTS COUNTY SUBMITTAL CITY STORMWATER COMMENTS SITE PLAN REVIEWPROJECT NUMBER: 0029211.10PROPERTY LINE\\\\\\CURB & GUTTERSAW CUT PAVEMENTSANSANITARY SEWERWATWATER MAINSTOSTORM SEWERCONCRETEBITUMINOUSBUILDINGTREELIGHT POLETRAFFIC SIGNEXISTINGPROPOSEDSANWATSTOCONSTRUCTION BARRICADEWATHYDRANTWATGASGASGASPUGUNDERGROUND ELECTRICPUGTUGUNDERGROUND TELEPHONETUGPOHOVERHEAD ELECTRICPOHTOHOVERHEAD TELEPHONETOHFOTELEPHONE FIBER OPTICFOCTVCABLE TELEVISIONCTVRETAINING WALLFENCEXSOIL BORING LOCATIONSB-19TREE LINEXEXISTINGREMOVALS\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\REMOVAL LEGEND1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THISPLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITYLOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIEDIMMEDIATELY IF ANY DISCREPANCIES ARE FOUND.2.CONTRACTOR SHALL COORDINATE LIMITS OF REMOVALS WITH PROPOSED IMPROVEMENTSAND FIELD VERIFY CONDITION OF EXISTING APPURTENANCES TO REMAIN. CONTRACTORSHALL BE RESPONSIBLE FOR PROTECTING OR REPLACING MISCELLANEOUS ITEMS (SUCH ASFENCES, SIGNS, IRRIGATION HEADS, ETC.) THAT MAY BE DAMAGED BY CONSTRUCTION.3.CONTRACTOR SHALL PLACE ALL NECESSARY EROSION CONTROL MEASURES REQUIRED TOMAINTAIN SITE STABILITY PRIOR TO EXECUTING ANY SITE REMOVALS.4.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH UTILITY PROVIDERS FORREMOVAL AND/OR RELOCATION OF EXISTING UTILITIES AFFECTED BY SITE DEVELOPMENT. ALLPERMITS, APPLICATIONS AND FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR.REMOVAL NOTESSSX*XXXNOT FOR CONSTRUCTION0'30'60'90'1" = 30'1.SAW CUT LINE2.REMOVE BITUMINOUS3.EXISTING BITUMINOUS TO REMAIN4.REMOVE CONCRETE5.REMOVE EXISTING BUILDING6.REMOVE CURB7.REMOVE RETAINING WALL8.REMOVE MONUMENT SIGNREMOVAL KEYNOTES1TREES TO BE REMOVED: 72TREES TO REMAIN: 4TOTAL TREES: 76TREE REMOVAL QUANTITIES XXXXXX WEST 70TH STREETFRANCE AVENUE SOUTH COUNTY ROAD NO. 17 XXXSANSANSANSANSANSANFRANCE AVENUE SOUTH COUNTY ROAD NO. 17 WEST 70TH STREETMRIM=868.4INV=857.9S8" CLAY14" SPN14" ASH20" ASH13" ASH17" ASH12" ASH7" ASH 8" ASH12" ASH 4" SPC4" SPC5" SPC5" SPCMULTI-CRB27" ASHFRANCE AVENUE SOUTH COUNTY ROAD NO. 17 TXXXXXXX123488822822TELECOMMUNICATIONSEASEMENT PER DOC.NO. 983149SANITARY SEWEREASEMENT PER THEPLAT OF YORKTOWNDOC. NO. 103372510 10PUBLIC ROAD EASEMENTIN PER DOC. NO. 1036934 HIGHWAY EASEMENT PER DOC. NO. 2189613 HIGHWAY EASEMENTPER DOC. NO. 2189613SIDEWALK & UTILITYEASEMENT PER DOC. NOS.5067233 & 5132844 SIDEWALK & UTILITY EASEMENT PERDOC. NOS. 5067233 & 5132844TELECOMMUNICATIONSEASEMENT PER DOC.NO. 9831491 ( 1 ( 1 (250.06260.44250.62261.38244.47334.45162.12 7011070N. LINE OF SEC. 32, TWP. 28, RGE. 24NW CORNER OF SEC.32, TWP. 28, RGE. 24(NOT FOUND)W. LINE OF SEC. 32, TWP. 28, RGE. 24 N89°50'44"E 505.00S00°11'54"E 496.57S89°48'06"W 524.96N00°12'08"W 476.97 28.27N44°49'18"E110.001 ( BLOCK 1 TPOSTL=139.96R=93.00© 261.95251.56EXCEPTIONE X C E P T I O N 1 (1 :N. QUARTER CORNER OFSEC. 32, TWP. 28, RGE. 24(NOT FOUND)W. QUARTER CORNER OFSEC. 32, TWP. 28, RGE. 24(NOT FOUND)TELECOMMUNICATIONSEASEMENT PER DOC.NO. 9831496 :6 :44.411 (1 :72.2214.83260.5312.96261.95251.56198.87163.89 261.95251.56261.95251.56261.95251.56261.95251.56W. LINE OF LOT 1,BLOCK 1, YORTOWN SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 N:\0029211.10\DWG\CIVIL\0029211.10PP01.DWG EDINA, MN10/16/207001 FRANCESITE PLAN OVERLAY 7001 FRANCEC101 .05/13/2022 DAVID T. BADE . NHC BJY 10/16/20 4530 WEST 77TH STREET SUITE #365 EDINA, MN 55435 ORION/MORTENSONNOT FOR CONSTRUCTION:HVWZRRG3URIHVVLRQDO6HUYLFHV,QFCommon Ground AllianceCall 48 Hours before digging:811 or call811.com0'30'60'90'1" = 30'30' 6' or 3' 09/13/2021 01/26/2022 02/08/2022 05/06/2022 05/13/2022 PRELIMINARY DEVELOPMENT PLAN / PUD WATERSHED COMMENTS COUNTY SUBMITTAL CITY STORMWATER COMMENTS SITE PLAN REVIEWPROJECT NUMBER: 0029211.10 XXXFND.TPOST20.00FRANCE AVENUE SOUTH COUNTY ROAD NO. 17 WEST 70TH STREET8882010 20 10 UTILITY EASEMENT PER THE PLATOF YORKTOWN DOC. NO.1033725 (ITEM NO. 11)22822TELECOMMUNICATIONS EASEMENTPER DOC. NO. 983149 (ITEM NO. 12)SANITARY SEWER EASEMENTPER DOC. NO. (ITEM NO. 11)1520 15SCENIC AND OPEN SPACE EASEMENT INFAVOR OF EDINA VILLAGE (NOW CITY)PER DOC. NO. 1033728 (ITEM NO. 14)SCENIC AND OPEN SPACE EASEMENT INFAVOR OF EDINA VILLAGE (NOW CITY) PERDOC. NO. 1033728 (ITEM NO. 14)1010PUBLIC ROAD EASEMENT IN PER DOC.NO. 1036934 (ITEM NO. 15)STREET RIGHT OF WAY DEDICATED IN THE PLAT OFYORKTOWN DOC. NO. 1033725 (ITEM NO. 16)40 40 HIGHWAY EASEMENT PER DOC. NO.2189613 (ITEM NOS. 15 & 16)HIGHWAY EASEMENT PER DOC.NO. 2189613 (ITEM NOS. 15 & 16)PUBLIC STREET, DRAINAGE & UTILITYEASEMENT PER DOC. NO. T4859947(ITEM NO. 16)SIDEWALK & UTILITY EASEMENT PERDOC. NOS. T05067233 &T05132844(ITEM NO. 17)SIDEWALK & UTILITY EASEMENTPER DOC. NOS. T05067233 &T05132844 (ITEM NO. 17)TELECOMMUNICATIONSEASEMENT PER DOC. NO.983149 (ITEM NO. 12)ST-5ST-6ST-4ST-3ST-2ST-116" ASH13" LCH14" ASHGW: 853.5ST-106GW: 852.7GW: 853.5GW: 857.5GW: 848.6GW: NOT OBSERVEDGW: NOT OBSERVEDST-101GW: 852.9ST-102GW: 853.5ST-103ST-104GW: 854.6ST-105GW: NOT OBSERVEDGW: 853.4ST-107GW: NOT OBSERVEDST-108GW: NOT OBSERVEDFRANCE AVENUE SOUTH COUNTY ROAD NO. 17 COMMERCIAL/RETAIL SPACEFOOTPRINT = 44,300 SFFFE (TENANT A) = 870.00FFE (TENANT B) = 870.00FFE (TENANT C) = 867.50FFE (TENANT D) = 869.20FFE (OFFICE LOBBY) = 869.20FFE (LOADING DOCK) = 866.00MULTI-FAMILY HOUSINGBUILDING FOOTPRINT = 52,050 SFFFE (RESIDENTIAL) = 870.75PARKING RAMPFOOTPRINT = 23,595 SFFFE = 866.50LOE = 866.50LFE = 866.50LFE = 856.00LFE = 860.00LFE = 860.75LFE = 857.00TXXPROPOSED FINANCIALINSTITUTIONFOOTPRINT = 6,200 SFFFE = 866.00LFE = 866.00LOE = 866.00XXXXXLOE = 866.00LFE = 856.00LOE = 867.00LFE = 857.00LOT 1LOT 2LOT 3LOT 4SITE A70TH AND FRANCE RESIDENTIALSITE B7001 FRANCE MIXED USESITE C7001 FRANCE PARKING FACILITYSHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 N:\0029211.10\DWG\CIVIL\0029211.10SP03.DWG EDINA, MN05/13/20227001 FRANCESITE PROJECT AREA PLAN 7001 FRANCEC200 .05/13/2022 DAVID T. BADE . . . 10/16/2020 4530 WEST 77TH STREET SUITE #365 EDINA, MN 55435 ORION/MORTENSONNOT FOR CONSTRUCTION:HVWZRRG3URIHVVLRQDO6HUYLFHV,QFCommon Ground AllianceCall 48 Hours before digging:811 or call811.com0'30'60'90'1" = 30'30' 6' or 3' 09/13/2021 01/26/2022 02/08/2022 05/06/2022 05/13/2022 PRELIMINARY DEVELOPMENT PLAN / PUD WATERSHED COMMENTS COUNTY SUBMITTAL CITY STORMWATER COMMENTS SITE PLAN REVIEWPROJECT NUMBER: 0029211.10LOT 1BLDG FOOTPRINTAREA(SF)LOT AREA(ACRE)LEGALDESCRIPTION51,600PROPOSED USELOT 2LOT 3LOT 4TOTAL5.98 AC.123,050-44,30021,0506,100SITE DATA CHARTPROPERTY LINESETBACK LINEEASEMENT LINECURB AND GUTTERLOT LINEPOND NORMAL WATER LEVELRETAINING WALLCONCRETE PAVEMENTNUMBER OF PARKING STALLSTRANSFORMERSITE LIGHTINGEXISTINGPROPOSEDFENCEXXHEAVY DUTY BITUMINOUS PAVEMENTNORMAL DUTY BITUMINOUS PAVEMENTTRAFFIC SIGNPOWER POLEBOLLARD / POSTCONCRETE SIDEWALKTIP-OUT CURB AND GUTTERSITE LEGEND5T 2.02 AC.OFFICE/GROCERY1.99 AC.MULTI-FAMILY RESIDENTIAL0.93 AC.PARKING FACILITY1.03 AC.BANK XXXFND.TPOST20.00FRANCE AVENUE SOUTH COUNTY ROAD NO. 17 WEST 70TH STREET8882010 20 10 UTILITY EASEMENT PER THE PLATOF YORKTOWN DOC. NO.1033725 (ITEM NO. 11)22822TELECOMMUNICATIONS EASEMENTPER DOC. NO. 983149 (ITEM NO. 12)SANITARY SEWER EASEMENTPER DOC. NO. (ITEM NO. 11)1520 15SCENIC AND OPEN SPACE EASEMENT INFAVOR OF EDINA VILLAGE (NOW CITY)PER DOC. NO. 1033728 (ITEM NO. 14)SCENIC AND OPEN SPACE EASEMENT INFAVOR OF EDINA VILLAGE (NOW CITY) PERDOC. NO. 1033728 (ITEM NO. 14)1010PUBLIC ROAD EASEMENT IN PER DOC.NO. 1036934 (ITEM NO. 15)STREET RIGHT OF WAY DEDICATED IN THE PLAT OFYORKTOWN DOC. NO. 1033725 (ITEM NO. 16)40 40 HIGHWAY EASEMENT PER DOC. NO.2189613 (ITEM NOS. 15 & 16)HIGHWAY EASEMENT PER DOC.NO. 2189613 (ITEM NOS. 15 & 16)PUBLIC STREET, DRAINAGE & UTILITYEASEMENT PER DOC. NO. T4859947(ITEM NO. 16)SIDEWALK & UTILITY EASEMENT PERDOC. NOS. T05067233 &T05132844(ITEM NO. 17)SIDEWALK & UTILITY EASEMENTPER DOC. NOS. T05067233 &T05132844 (ITEM NO. 17)TELECOMMUNICATIONSEASEMENT PER DOC. NO.983149 (ITEM NO. 12)ST-5ST-6ST-4ST-3ST-2ST-116" ASH13" LCH14" ASHGW: 853.5ST-106GW: 852.7GW: 853.5GW: 857.5GW: 848.6GW: NOT OBSERVEDGW: NOT OBSERVEDST-101GW: 852.9ST-102GW: 853.5ST-103ST-104GW: 854.6ST-105GW: NOT OBSERVEDGW: 853.4ST-107GW: NOT OBSERVEDST-108GW: NOT OBSERVEDFRANCE AVENUE SOUTH COUNTY ROAD NO. 17 COMMERCIAL/RETAIL SPACEFOOTPRINT = 44,300 SFFFE (TENANT A) = 870.00FFE (TENANT B) = 870.00FFE (TENANT C) = 867.50FFE (TENANT D) = 869.20FFE (OFFICE LOBBY) = 869.20FFE (LOADING DOCK) = 866.00MULTI-FAMILY HOUSINGBUILDING FOOTPRINT = 52,050 SFFFE (RESIDENTIAL) = 870.75PARKING RAMPFOOTPRINT = 23,595 SFFFE = 866.50LOE = 866.50LFE = 866.50LFE = 856.00LFE = 860.00LFE = 860.75LFE = 857.00TXXPROPOSED FINANCIALINSTITUTIONFOOTPRINT = 6,200 SFFFE = 866.00LFE = 866.00LOE = 866.00XXXXXLOE = 866.00LFE = 856.00LOE = 867.00LFE = 857.00LOT 1LOT 2LOT 3LOT 410'8.5' (TYP.)24'24'24'24'24'9'8.5'R10'R10'R10'R30'R20'R200'R224'R146'R123'R40'20'8.5'16.33'8.5'14.54'24'35.72'182.0'109.9'75.0'28.9'50.9'13.3'33.2'25.5'34.8'13.9'42.5'AAAABBA56'25.5'1A1A1A1A1A1A1A1A1A1A1A1A2235556D1B51B7888888888889A9A9A9A9A11111111111111111313131343488A8A8A9A8A8A8AEBB212110.9'12.5'12.0'8.7'10.3'8.0'S.1S.1S.4S.2S.1S.4S.1S.4S.2S.3S.1S.4S.1S.4S.3S.5R20'R20'20'8.5'16.33'8.5'14.54'20'8.5'16.33'8.5'14.54'R20'R20'24'25.5'9999943AG48FFFFF21R34'R25'SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 N:\0029211.10\DWG\CIVIL\0029211.10SP01.DWG EDINA, MN05/13/20227001 FRANCESITE PLAN 7001 FRANCEC201 .05/13/2022 DAVID T. BADE . . . 10/16/2020 4530 WEST 77TH STREET SUITE #365 EDINA, MN 55435 ORION/MORTENSONNOT FOR CONSTRUCTION:HVWZRRG3URIHVVLRQDO6HUYLFHV,QFCommon Ground AllianceCall 48 Hours before digging:811 or call811.com0'30'60'90'1" = 30'30' 6' or 3' 09/13/2021 01/26/2022 02/08/2022 05/06/2022 05/13/2022 PRELIMINARY DEVELOPMENT PLAN / PUD WATERSHED COMMENTS COUNTY SUBMITTAL CITY STORMWATER COMMENTS SITE PLAN REVIEWPROJECT NUMBER: 0029211.10S.1S.10S.2S.3REFERENCESTOP SIGNS.4NO TRUCKSRIGHT LANE MUST TURN RIGHTPEDESTRIAN CROSSING1A B612 CURB AND GUTTER1BB618 CURB AND GUTTER2SURMOUNTABLE CURB AND GUTTER3FLUSH CURB AND GUTTER5VALLEY GUTTER6CONCRETE CROSS GUTTER7ENTRANCE THRU CURB AND GUTTER8PRIVATE CONCRETE SIDEWALK8APUBLIC CONCRETE SIDEWALK9PRIVATE PEDESTRIAN CURB RAMP9APUBLIC PEDESTRIAN CURB RAMP11CROSS WALK STRIPING13TRAFFIC ARROW14SIGN INSTALLATION19PAVEMENT SECTIONS21HEAVY DUTY CONCRETE SECTION22SAW CUT CONTROL JOINT24CONCRETE CURB AT SIDEWALK31TRANSITION CURB (B612)43RETAINING WALL WITH FENCE USING SLEEVE-IT SYSTEM45B612 AND SURMOUNTABLE CURB TRANSITION48CONCRETE STAIR AND RAILING DETAIL1·EXISTING ZONING:PDC-3, PLANNED COMMERCIAL·PROPOSED ZONING:PUD - PLANNED UNIT DEVELOPMENT·PARCEL DESCRIPTION:LOT 1, BLOCK 1, YORKTOWN, HENNEPINCOUNTY, MINNESOTA·PROPERTY AREA:260,594 SF (5.98 AC)·PERVIOUS SURFACE:71,861 SF (27.6%)·IMPERVIOUS SURFACE(RATIO):188,733 SF (72.4%)·FLOOR-AREA-RATIO(FAR):SEE ARCH PLANS·BUILDING SETBACK PER CODE:XX'=FRONTXX'=SIDE / XX'=SIDE TO ROWXX'=REARLOT 1BLDG FOOTPRINTAREA(SF)LOT AREA(ACRE)LEGALDESCRIPTION51,600PROPOSED USELOT 2LOT 3LOT 4TOTAL5.98 AC.123,050-44,30021,0506,100SIGN LEGENDSITE DETAILS (SI-0XX)SITE DEVELOPMENT SUMMARYSITE DATA CHART1.BACKGROUND INFORMATION FOR THIS PROJECT PROVIDED BY WESTWOOD PROFESSIONALSERVICES, MINNETONKA, MN, 2020.2.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THISPLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITYLOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND, THEENGINEER SHOULD BE NOTIFIED IMMEDIATELY.3.REFER TO BOUNDARY SURVEY FOR LOT BEARINGS, DIMENSIONS AND AREAS.4.ALL DIMENSIONS ARE TO FACE OF CURB OR EXTERIOR FACE OF BUILDING UNLESS OTHERWISENOTED.5.REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND LOCATIONS OFEXITS, RAMPS, AND TRUCK DOCKS.6.ALL CURB RADII ARE SHALL BE 5.0 FEET (TO FACE OF CURB) UNLESS OTHERWISE NOTED.7.ALL CURB AND GUTTER SHALL BE B612 UNLESS OTHERWISE NOTED.8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFICCONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGGERSAND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OFTHESE DEVICES SHALL BE APPROVED BY THE CITY AND ENGINEER PRIOR TO PLACEMENT.TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.9.BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE IN ACCORDANCE WITH THERECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER.10.CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURINGCONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TOADJACENT PROPERTIES.11.SITE LIGHTING SHOWN ON PLAN IS FOR REFERENCE ONLY. REFER TO LIGHTING PLAN PREPAREDBY OTHERS FOR SITE LIGHTING DETAILS AND PHOTOMETRICS.GENERAL SITE NOTESPROPERTY LINESETBACK LINEEASEMENT LINECURB AND GUTTERLOT LINEPOND NORMAL WATER LEVELRETAINING WALLCONCRETE PAVEMENTNUMBER OF PARKING STALLSTRANSFORMERSITE LIGHTINGEXISTINGPROPOSEDFENCEXXHEAVY DUTY BITUMINOUS PAVEMENTNORMAL DUTY BITUMINOUS PAVEMENTTRAFFIC SIGNPOWER POLEBOLLARD / POSTCONCRETE SIDEWALKTIP-OUT CURB AND GUTTERSITE LEGEND5T 2.02 AC.OFFICE/GROCERY1.99 AC.MULTI-FAMILY RESIDENTIAL0.93 AC.SENIOR HOUSING1.03 AC.BANKA.PLANTER CURB (TYP.)B.CONCRETE PAVERS (TYP.)C.GENERATORD.EXISTING SURMOUNTABLE CURB IN ROUNDABOUTE.BIKE LANE EXIT RAMP ONTO SHARED SIDEWALKF.PUBLIC ART - SEE LANDSCAPE PLANG.PEDESTRIAN ENTRANCE TO PARKING RAMPSITE KEYNOTESXS.5RIGHT TURN LANE COMMERCIAL/RETAIL SPACEFOOTPRINT = 44,300 SFFFE (TENANT A) = 870.00FFE (TENANT B) = 870.00FFE (TENANT C) = 867.50FFE (TENANT D) = 869.20FFE (OFFICE LOBBY) = 869.20FFE (LOADING DOCK) = 866.00MULTI-FAMILY HOUSINGBUILDING FOOTPRINT = 52,050 SFFFE (RESIDENTIAL) = 870.75PARKING RAMPFOOTPRINT = 23,595 SFFFE = 866.50LOE = 866.50LFE = 866.50XXPROPOSED FINANCIALINSTITUTIONFOOTPRINT = 6,200 SFFFE = 866.00LFE = 866.00LOE = 866.00XXXXXGASGASGASGASGASGASGASGASGAS GAS GAS PUG PUG PUGPUG PUG PUG PUG PUG PUGFOFOFOFOFOFOFOFOFOFOFOFO FO FO FOFOFO FO FOPUGPUGPUGPUG WAT PUG PUG PUG PUG PUG PUG PUGPUGPUGPUGPUGPUGGAS GAS CTVCTV FO FO FO FOFOFOFOFOFOFOFO FO FO FO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FOPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGFOFOFOFOFOFOFOFOFOFOFOFO FOFOFOFOTUGPUGPUG PUGPUGPUGPUG PUG PUG PUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUG PUG PUG PUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGXXXFO FOFOFOFOFOFOFOFOFOFOFND.TPOSTSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO STO STOSTO ST OSTOSTOSTOSTOSTOSTOSANSANSANSANSAN20.00STOSANSTO STO WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATFRANCE AVENUE SOUTH COUNTY ROAD NO. 17 WEST 70TH STREET8882010 20 10 UTILITY EASEMENT PER THE PLATOF YORKTOWN DOC. NO.1033725 (ITEM NO. 11)22822TELECOMMUNICATIONS EASEMENTPER DOC. NO. 983149 (ITEM NO. 12)SANITARY SEWER EASEMENTPER DOC. NO. (ITEM NO. 11)1520 15SCENIC AND OPEN SPACE EASEMENT INFAVOR OF EDINA VILLAGE (NOW CITY)PER DOC. NO. 1033728 (ITEM NO. 14)SCENIC AND OPEN SPACE EASEMENT INFAVOR OF EDINA VILLAGE (NOW CITY) PERDOC. NO. 1033728 (ITEM NO. 14)1010PUBLIC ROAD EASEMENT IN PER DOC.NO. 1036934 (ITEM NO. 15)STREET RIGHT OF WAY DEDICATED IN THE PLAT OFYORKTOWN DOC. NO. 1033725 (ITEM NO. 16)40 40 HIGHWAY EASEMENT PER DOC. NO.2189613 (ITEM NOS. 15 & 16)HIGHWAY EASEMENT PER DOC.NO. 2189613 (ITEM NOS. 15 & 16)PUBLIC STREET, DRAINAGE & UTILITYEASEMENT PER DOC. NO. T4859947(ITEM NO. 16)SIDEWALK & UTILITY EASEMENT PERDOC. NOS. T05067233 &T05132844(ITEM NO. 17)SIDEWALK & UTILITY EASEMENTPER DOC. NOS. T05067233 &T05132844 (ITEM NO. 17)TELECOMMUNICATIONSEASEMENT PER DOC. NO.983149 (ITEM NO. 12)EEEEEEEEEMGTSTSTSTSTSTSTSTSTTVTVHHTTTTSTOSTOSTOSTORIM=871.0FULL OFDEBRISRIM=870.6INV(E)=866.4INV(NE)-866.3RIM=871.6INV(E)=865.1INV(W)=864.9INV(S)=866.1RIM=869.1INV(E)=864.5RIM=868.3INV(N/E)=864.3INV(W)=863.6RIM=866.7INV(N)=862.7INV(S)=863.0INV(E/W)=862.6RIM=866.5INV(N)=862.6INV(E)=862.5INV(W)=861.7RIM=871.5INV(E)=867.215"RCPRIM=867.5INV=863.2RIM = 862.97IE = 855.15 (CITY AS-BUILT)RIM=866.8INV(E)=859.4INV(W)=859.1RIM=862.8INV(N)=857.2INV(E)=859.2INV(SE)=857.5INV(SW)=856.3RIM=866.2INV=863.3RIM=869.5FULLOFWATERRIM=871.1INV=868.0RIM=863.4FULL OF ICE & DEBRISRIM=863.1INV(NE)=859.6INV(W)=859.1RIM=861.2INV=858.112" RCPRIM=861.8INV(E)=857.7INV(W)=858.2INV(S)=857.6RIM=862.1INV=857.912" RCPRIM=862.5INV(N)=852.8INV(S)=852.615" RCP21" RCPS12" RCP21" RCP12" RCP21" RCP9" CLAY @ 0.8%24" RCP24" RCP24" RCP12" RCP 8"PVC 12"RCPST-5ST-6ST-4ST-3ST-2ST-116" ASH13" LCH14" ASHGW: 853.5ST-106GW: 852.7GW: 853.5GW: 857.5GW: 848.6GW: NOT OBSERVEDGW: NOT OBSERVEDST-101GW: 852.9ST-102GW: 853.5ST-103ST-104GW: 854.6ST-105GW: NOT OBSERVEDGW: 853.4ST-107GW: NOT OBSERVEDST-108GW: NOT OBSERVED15" RCPSTOSTOSTOCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVPUGPUGPUGCTVCTVCTVCTVCTVCTVPUGPUGPUGPUGPUG870.00870.20867.50870.00869.20870.00869.20867.19866.45866.00865.30870.00870.00868.00867.00870.40870.75870.75870.75870.75870.50866.22865.36865.53866.50865.60864.59870.59E.O.F.864.74867.00869.42E.O.F.867.65E.O.F.867.60E.O.F.866.20E.O.F.866.61866.97866.37869.51870.77870.00870.00868.50867868869868.00866866866867870868869LOWEST OPENING ELEVATION: 868.00866.00LOWEST OPENING ELEVATION: 866.00LOWEST OPENING ELEVATION: 866.50E.O.F.869.64869.20869.20869.20870.00870.00869.20870.00868.00867.50867.00868.75869.25869.75870.62870.90868.25866.75867.008 6 7 8 6 6866 866.50866.50866.37866.37869.908698688678 7 0868 TW: 871.50TW: 872.00TW: 871.65TW: 871.53TW: 872.11BW: 871.00BW: 867.58BW: 871.00BW: 867.99BW: 866.92TW: 870.25BW: 869.85TW: 871.65BW: 870.80TW: 871.74BW: 871.01SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 N:\0029211.10\DWG\CIVIL\0029211.10GD01.DWG EDINA, MN05/13/20227001 FRANCEGRADING PLAN 7001 FRANCEC300 .05/13/2022 DAVID T. BADE . . . 10/16/2020 4530 WEST 77TH STREET SUITE #365 EDINA, MN 55435 ORION/MORTENSON :HVWZRRG3URIHVVLRQDO6HUYLFHV,QFCommon Ground AllianceCall 48 Hours before digging:811 or call811.com### ### or ## 09/13/2021 01/26/2022 02/08/2022 05/06/2022 05/13/2022 PRELIMINARY DEVELOPMENT PLAN / PUD WATERSHED COMMENTS COUNTY SUBMITTAL CITY STORMWATER COMMENTS SITE PLAN REVIEWPROJECT NUMBER: 0029211.10PROPERTY LINE982980POND NORMAL WATER LEVELRIDGE LINETOP AND BOTTOM OF RETAINING WALLEMERGENCY OVERFLOWSB-19SOIL BORING LOCATIONSTOSTORM SEWERDRAIN TILEWATER MAINSANITARY SEWEREXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOUR982980WATSANSPOT ELEVATIONFLOW DIRECTIONSB-19RETAINING WALLGRADING LIMITSGLCURB AND GUTTERFLARED END SECTION (WITH RIPRAP)GRADING LEGEND1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THISPLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITYLOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIEDIMMEDIATELY IF ANY DISCREPANCIES ARE FOUND.2.CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS ANDDIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXIT PORCHES, RAMPS, TRUCK DOCKS, PRECISEBUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACTLOCATIONS AND NUMBER OF DOWNSPOUTS.3.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARDSPECIFICATIONS FOR TRENCH EXCAVATION AND BACKFILL/SURFACE RESTORATION" ASPREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA.4.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL AND SOD OR SEED.THESE AREAS SHALL BE WATERED UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. SEELANDSCAPE PLAN FOR PLANTING AND TURF ESTABLISHMENT.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFICCONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMENAND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OFTHESE DEVICES SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFICCONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.6.ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THISSHEET.7.CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE ASMOOTH FINISHED SURFACE WITH UNIFORM SLOPES BETWEEN POINTS WHERE ELEVATIONSARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES.8.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOWLINE UNLESS OTHERWISE NOTED. PROPOSED CONTOURS ARE TO FINISHED SURFACEGRADE.9.SEE SOILS REPORT FOR PAVEMENT THICKNESSES AND HOLD DOWNS.10.CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITEGRADING AND UTILITY CONSTRUCTION IS COMPLETED. THE CONTRACTOR SHALL DISPOSE OFALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE REGULATINGAGENCIES.11.CONTRACTOR SHALL PROVIDE A STRUCTURAL RETAINING WALL DESIGN CERTIFIED BY ALICENSED PROFESSIONAL ENGINEER.12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THENATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS.13.PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILLBE REQUIRED ON THE SUBGRADE. PROOF ROLLING SHALL BE ACCOMPLISHED BY MAKINGMINIMUM OF 2 COMPLETE PASSES WITH FULLY-LOADED TANDEM-AXLE DUMP TRUCK, ORAPPROVED EQUAL, IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISIONAND DIRECTION OF THE INDEPENDENT TESTING LABORATORY. AREAS OF FAILURE SHALL BEEXCAVATED AND RE-COMPACTED AS SPECIFIED HEREIN.14.EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALLBE COMPACTED IN ACCORDANCE WITH THE SPECIFIED DENSITY METHOD AS OUTLINED INMNDOT 2105.3F1 AND THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER.15.EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA,SHALL BE COMPACTED IN ACCORDANCE WITH REQUIREMENTS OF THE ORDINARYCOMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2.16.ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENTGEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE ORUNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. THECONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS ANDINSPECTIONS WITH THE GEOTECHNICAL ENGINEER.1.BASIN EXCAVATION AND PIPE INSTALLATION MAY TAKE PLACE BEFORE CURB INSTALLATION.ALL OTHER BASIN CONSTRUCTION MUST WAIT UNTIL FINAL SITE LANDSCAPING. REMOVESEDIMENT FROM EXCAVATED BASIN PRIOR TO PLACEMENT OF FILTER MEDIA. PLACE SANDBAGS OR SIMILAR ITEM IN CURB CUTS TO PRE-FILTER STORM WATER UNTIL PLANTS AREESTABLISHED IN BASINS. MAINTAIN INLET PROTECTION ON DOWN STREAM INLETS UNTILBASINS ARE ON-LINE.2.BASIN EXCAVATION SHALL BE WITH TOOTHED-BUCKETS TO SCARIFY THE BOTTOM.3.PLACE SILT FENCE AROUND BASINS AS SHOWN IMMEDIATELY AFTER BASIN CONSTRUCTION.4.BASINS MUST BE TESTED FOR INFILTRATION RATE AFTER TOTAL SITE STABILIZATION. A DUALRING INFILTROMETER SHALL BE USED FOR TESTING. MINIMUM INFILTRATION RATE IS 1-INCHPER HOUR. IF BASIN DOES NOT MEET INFILTRATION RATE, CONTRACTOR MUST TAKECORRECTIVE ACTION UNTIL MINIMUM INFILTRATION RATE IS MET. CORRECTIVE ACTION MAYINCLUDE REMOVING PLUG IN DRAIN TILE. ALL TESTING AND CORRECTIVE ACTION SHALL BETHE RESPONSIBILITY OF THE CONTRACTOR, AND SHALL BE INCIDENTAL TO THE CONTRACT,WITH NO DIRECT COMPENSATION MADE.GRADING NOTESFILTRATION/INFILTRATION BASIN NOTES0.00%900.00900.00TW=XXX.XXBW=XXX.XXE.O.F.NOT FOR CONSTRUCTION0'30'60'90'1" = 30'GEOTECHNICAL EVALUATIONS FOUND A LAYER OF CLAYEY SAND APPROXIMATELY 4 FEET BELOWTHE BOTTOM OF THE PROPOSED INFILTRATION CHAMBERS. SHOULD THIS MATERIAL BEENCOUNTERED DURING CONSTRUCTION, THE EXISTING CLAYEY SAND MUST BE REMOVED ANDREPLACED WITH MATERIAL HAVING AN INFILTRATION RATE COMPARABLE WITH THEPOORLY-GRADED SAND LOCATED AT THE BOTTOM OF THE SYSTEM.SOIL REPLACEMENT NOTE1.ALL TEMPORARY EROSION CONTROL MEASURES SHOWN ON THE EROSION ANDSEDIMENTATION CONTROL PLANS MUST BE INSTALLED PRIOR TO COMMENCEMENT OFSURFACE OR VEGETATION ALTERATION AND BE MAINTAINED UNTIL COMPLETION OFCONSTRUCTION AND VEGETATION IS ESTABLISHED AS DETERMINED BY NMCWD. IF SILT FENCEIS USED, THE BOTTOM FLAP MUST BE BURIED AND THE MAXIMUM ALLOWABLE SPACINGBETWEEN POSTS IS 4-FOOT ON CENTER. ALL POSTS MUST BE EITHER 2-INCH X 2-INCH PINE,HARDWOOD, OR STEEL FENCE POSTS. IF HAY BALES ARE USED, ALL BALES MUST BE STAKED INPLACE AND REINFORCED ON THE DOWNSTREAM SIDE WITH SNOW FENCE.2.ALL AREAS ALTERED BECAUSE OF CONSTRUCTION MUST BE RESTORED WITH SEED AND DISCEDMULCH, SOD, WOOD FIBER BLANKET, OR BE HARD SURFACED WITHIN TWO WEEKS AFTERCOMPLETION OF LAND ALTERATION AND NO LATER THAN THE END OF THE PERMIT PERIOD.3.UPON FINAL STABILIZATION, THE PERMIT APPLICANT IS RESPONSIBLE FOR THE REMOVAL OFALL EROSION CONTROL MEASURES INSTALLED THROUGHOUT THE PROJECT SITE.4.AT THE ENTRYWAY ONTO THE SITE, A ROCK FILTER DIKE BEING A MINIMUM OF TWO FEET INHEIGHT AND HAVING MAXIMUM SIDE SLOPES OF 4:1 MUST BE CONSTRUCTED. THIS ROCKFILTER DIKE WILL ENABLE CONSTRUCTION TRAFFIC TO ENTER THE SITE AND ALSO PROVIDE ANEROSION CONTROL FACILITY.5.IF DEWATERING IS REQUIRED AND SUMP PUMPS ARE USED, ALL PUMPED WATER MUST BEDISCHARGED THROUGH AN EROSION CONTROL FACILITY PRIOR TO LEAVING THECONSTRUCTION SITE. PROPER ENERGY DISSIPATION MUST BE PROVIDED AT THE OUTLET OFTHE PUMP SYSTEM.6.THE NMCWD MUST BE NOTIFIED A MINIMUM OF 48 HOURS PRIOR TO COMMENCEMENT OFCONSTRUCTION.7.THE NMCWD, ITS OFFICERS, EMPLOYEES AND AGENTS REVIEW, COMMENT UPON, ANDAPPROVE PLANS AND SPECIFICATIONS PREPARED BY PERMIT APPLICANTS AND THEIRCONSULTANTS FOR THE LIMITED ADMINISTRATIVE PURPOSE OF DETERMINING WHETHER THEREIS REASONABLE ASSURANCE THAT THE PROPOSED PROJECT WILL COMPLY WITH THEREGULATIONS AND CRITERIA OF THE NMCWD. THE DETERMINATION OF THE NMCWD THATISSUANCE OF THIS PERMIT IS APPROPRIATE WAS MADE IN RELIANCE ON THE INFORMATIONPROVIDED BY THE APPLICANT.8.THE GRANT OF THIS PERMIT SHALL NOT IN ANY WAY RELIEVE THE PERMITTEE, ITS ENGINEER, OROTHER PROFESSIONAL CONSULTANTS OF RESPONSIBILITY, NOR SHALL IT MAKE THE NMCWD5(63216,%/()257+(7(&+1,&$/$'(48$&<2)7+((1*,1((5·625&2168/7$17·6WORK. THE GRANT OF THIS PERMIT SHALL NOT RELIEVE THE PERMITTEE FROM COMPLYINGWITH ALL CONDITIONS AND REQUIREMENTS OF THE PERMIT WHICH SHALL BE RETAINED BYTHE PERMITTEE WITH THE PERMIT.9.THE ISSUE OF THIS PERMIT DOES NOT CONVEY ANY PROPERTY RIGHTS IN EITHER REAL ORPERSONAL PROPERTY, OR ANY EXCLUSIVE PRIVILEGES, NOR DOES IT AUTHORIZE ANY INJURY TOPRIVATE PROPERTY OR ANY INVASION OF PERSONAL RIGHTS, NOR ANY INFRINGEMENT OFFEDERAL, STATE, OR LOCAL LAWS OR REGULATIONS.NINE MILE CREEK WATERSHEDDISTRICT GENERAL PROVISIONS TUG XXXFND.TPOSTSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO STO STOSTO ST OSTOSTOSTOSTOSTOSTOSTOSTOSTOFRANCE AVENUE SOUTH COUNTY ROAD NO. 17 WEST 70TH STREETEEEEEEEEEMGTSTSTSTSTSTSTSTSTTVTVHHTTTTSTOSTOSTOSTOSST-5ST-6ST-4ST-3ST-2ST-116" ASH13" LCH14" ASHGW: 853.5ST-106GW: 852.7GW: 853.5GW: 857.5GW: 848.6GW: NOT OBSERVEDGW: NOT OBSERVEDST-101GW: 852.9ST-102GW: 853.5ST-103ST-104GW: 854.6ST-105GW: NOT OBSERVEDGW: 853.4ST-107GW: NOT OBSERVEDST-108GW: NOT OBSERVEDSTOSTOSTOCOMMERCIAL/RETAIL SPACEFOOTPRINT = 44,300 SFFFE (TENANT A) = 870.00FFE (TENANT B) = 870.00FFE (TENANT C) = 867.50FFE (TENANT D) = 869.20FFE (OFFICE LOBBY) = 869.20FFE (LOADING DOCK) = 866.00MULTI-FAMILY HOUSINGBUILDING FOOTPRINT = 52,050 SFFFE (RESIDENTIAL) = 870.75PARKING RAMPFOOTPRINT = 23,595 SFFFE = 866.50LOE = 866.50LFE = 866.50LFE = 856.00LFE = 860.00LFE = 860.75LFE = 857.00XXPROPOSED FINANCIALINSTITUTIONFOOTPRINT = 6,200 SFFFE = 866.00LFE = 866.00LOE = 866.00XXXXXLOE = 866.00LFE = 856.00LOE = 867.00LFE = 857.00CTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVPUGPUGPUGCTVCTVCTVCTVCTVCTVPUGPUGPUGPUGPUGROCKCONSTRUCTIONENTRANCESFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFINLET PROTECTION (TYP.)SILT FENCESILT FENCESILT FENCESILT FENCEINLET PROTECTION (TYP.)ROCK LOG INLET PROTECTIONSHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 N:\0029211.10\DWG\CIVIL\0029211.10EC01.DWG EDINA, MN05/13/20227001 FRANCEEROSION CONTROL PLAN 7001 FRANCEC301 .05/13/2022 DAVID T. BADE DTB DTB TDM 10/16/2020 4530 WEST 77TH STREET SUITE #365 EDINA, MN 55435 ORION/MORTENSON :HVWZRRG3URIHVVLRQDO6HUYLFHV,QFCommon Ground AllianceCall 48 Hours before digging:811 or call811.com### ### or ## 09/13/2021 01/26/2022 02/08/2022 05/06/2022 05/13/2022 PRELIMINARY DEVELOPMENT PLAN / PUD WATERSHED COMMENTS COUNTY SUBMITTAL CITY STORMWATER COMMENTS SITE PLAN REVIEWPROJECT NUMBER: 0029211.10NOT FOR CONSTRUCTION0'30'60'90'1" = 30'PROPERTY LINESILT FENCEPOND NORMAL WATER LEVELROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETEMERGENCY OVERFLOWSOIL BORING LOCATIONSTORM SEWERDRAIN TILEWATER MAINSANITARY SEWERINLET PROTECTIONEXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOURRETAINING WALLSFGRADING LIMITSCURB AND GUTTERFLARED END SECTION (WITH RIPRAP)TURF REINFORCEMENT MATEROSION CONTROL LEGEND1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OFEXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUSUTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATIONSHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFYEXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OFDISCREPANCIES.2.ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANYEXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUNDCOVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND ORREMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OFEXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TOEROSION CONTROL. TEMPORARY PONDING, DIKES, HAYBALES, ETC., REQUIRED BY THE CITYSHALL BE INCIDENTAL TO THE GRADING CONTRACT.3.EROSION AND SILTATION CONTROL (ESC): THE CONTRACTOR SHALL ASSUME COMPLETERESPONSIBILITY FOR CONTROLLING ALL SILTATION AND EROSION OF THE PROJECT AREA. THECONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL THE EROSION ANDSILTATION INCLUDING BUT NOT LIMITED TO: CATCH BASIN INSERTS, CONSTRUCTIONENTRANCES, EROSION CONTROL BLANKET, AND SILT FENCE. ESC SHALL COMMENCE WITHGRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BYTHE OWNER. THE CONTRACTOR'S RESPONSIBILITY INCLUDES ALL IMPLEMENTATION ASREQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY DIRECT THECONTRACTOR'S METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANYDEPOSITION OF SILT OR MUD ON NEW OR EXISTING PAVEMENT OR IN EXISTING STORMSEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAIN EVENT. AFFECTED AREAS SHALL BECLEANED TO THE SATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR.ALL TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THE CONTRACTOR AFTER THETURF IS ESTABLISHED.4.ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACHWORKING DAY. A CONSTRUCTION ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TODETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS.5.PROPOSED PONDS SHALL BE EXCAVATED FIRST AND USED AS TEMPORARY PONDING DURINGCONSTRUCTION.6.WHEN INSTALLING END-OF-LINE FLARED END SECTIONS, BRING THE SILT FENCE UP & OVER THEFLARED END SECTIONS & COVER DISTURBED AREAS WITH RIP RAP. THE UPSTREAM FLARED ENDSECTIONS SHALL HAVE WOOD FIBER BLANKET INSTALLED ON THE DISTURBED SOILS.7.ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE RESTORED WITHSEED AND MULCH, SOD, EROSION CONTROL BLANKET OR BE HARD SURFACE WITHIN 2 WEEKSOF COMPLETION OF CONSTRUCTION.8.THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES, MNDOT, ANDCITY.A.TEMPORARY (GREATER THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 22-111 AT30.5-POUNDS PER ACRE.B.TEMPORARY (LESS THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 21-112 (FALL) OR21-111 (SPRING/SUMMER) AT 100-POUNDS PER ACREC.INFILTRATION/FILTRATION BASIN SHALL BE MNDOT SEED MIX 34-262 AT 14.5-POUNDS PERACRE.D.POND SLOPES SHALL BE MNDOT SEED MIX 33-261 AT 35-POUNDS PER ACRE.E.GENERAL SEEDING SHALL BE MNDOT SEED MIX 25-151 AT 70-POUNDS PER ACRE.F.MULCH SHALL BE MNDOT TYPE 1 APPLIED AT 2-TONS PER ACRE.9.FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OR EROSION CONTROLBLANKET IS REQUIRED.10.ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUND THEM TO TRAPSEDIMENT.11.ALL PERMANENT PONDS USED AS TEMPORARY SEDIMENT BASINS DURING CONSTRUCTIONSHALL BE DREDGED AFTER THE SITE HAS BEEN STABILIZED TO RESTORE THE POND TO THEPROPOSED BOTTOM ELEVATION.12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONALPOLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS.13.THE SITE MUST BE KEPT IN A WELL-DRAINED CONDITION AT ALL TIMES. THE CONTRACTORSHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING OR OTHER MEANS REQUIRED TOINSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS ORBUILDING PADS MUST BE PROVIDED WITH A POSITIVE OUTFLOW.14.PUBLIC STREETS USED FOR HAULING SHALL BE KEPT FREE OF SOIL AND DEBRIS. STREETSWEEPING SHALL BE CONCURRENT WITH SITE WORK.GENERAL EROSION CONTROL NOTESSTOWATSANGLSB-19SB-19E.O.F.HEAVY DUTY SILT FENCEHDSFBIOROLLBIO982980982980ROCK LOG1.ALL TEMPORARY EROSION CONTROL MEASURES SHOWN ON THE EROSION ANDSEDIMENTATION CONTROL PLANS MUST BE INSTALLED PRIOR TO COMMENCEMENT OFSURFACE OR VEGETATION ALTERATION AND BE MAINTAINED UNTIL COMPLETION OFCONSTRUCTION AND VEGETATION IS ESTABLISHED AS DETERMINED BY NMCWD. IF SILT FENCEIS USED, THE BOTTOM FLAP MUST BE BURIED AND THE MAXIMUM ALLOWABLE SPACINGBETWEEN POSTS IS 4-FOOT ON CENTER. ALL POSTS MUST BE EITHER 2-INCH X 2-INCH PINE,HARDWOOD, OR STEEL FENCE POSTS. IF HAY BALES ARE USED, ALL BALES MUST BE STAKED INPLACE AND REINFORCED ON THE DOWNSTREAM SIDE WITH SNOW FENCE.2.ALL AREAS ALTERED BECAUSE OF CONSTRUCTION MUST BE RESTORED WITH SEED AND DISCEDMULCH, SOD, WOOD FIBER BLANKET, OR BE HARD SURFACED WITHIN TWO WEEKS AFTERCOMPLETION OF LAND ALTERATION AND NO LATER THAN THE END OF THE PERMIT PERIOD.3.UPON FINAL STABILIZATION, THE PERMIT APPLICANT IS RESPONSIBLE FOR THE REMOVAL OFALL EROSION CONTROL MEASURES INSTALLED THROUGHOUT THE PROJECT SITE.4.AT THE ENTRYWAY ONTO THE SITE, A ROCK FILTER DIKE BEING A MINIMUM OF TWO FEET INHEIGHT AND HAVING MAXIMUM SIDE SLOPES OF 4:1 MUST BE CONSTRUCTED. THIS ROCKFILTER DIKE WILL ENABLE CONSTRUCTION TRAFFIC TO ENTER THE SITE AND ALSO PROVIDE ANEROSION CONTROL FACILITY.5.IF DEWATERING IS REQUIRED AND SUMP PUMPS ARE USED, ALL PUMPED WATER MUST BEDISCHARGED THROUGH AN EROSION CONTROL FACILITY PRIOR TO LEAVING THECONSTRUCTION SITE. PROPER ENERGY DISSIPATION MUST BE PROVIDED AT THE OUTLET OFTHE PUMP SYSTEM.6.THE NMCWD MUST BE NOTIFIED A MINIMUM OF 48 HOURS PRIOR TO COMMENCEMENT OFCONSTRUCTION.NINE MILE CREEK WATERSHEDDISTRICT GENERAL PROVISIONS GASGASGASGASGASGASGASGASGAS GAS GAS PUG PUG PUGPUG PUG PUG PUG PUG PUGFOFOFOFOFOFOFOFOFOFOFOFO FO FO FOFOFO FO FOPUGPUGPUGPUG WAT PUG PUG PUG PUG PUG PUG PUGPUGPUGPUGPUGPUGGAS GAS CTVCTV FO FO FO FOFOFOFOFOFOFOFO FO FO FO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FOPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGFOFOFOFOFOFOFOFOFOFOFOFO FOFOFOFOTUGPUGPUG PUGPUGPUGPUG PUG PUG PUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUG PUG PUG PUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGXXXFO FOFOFOFOFOFOFOFOFOFOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO STO STOSTO ST OSTOSTOSTOSTOSTOSTOSANSANSANSANSAN20.00STOSANSTO STO WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATFRANCE AVENUE SOUTH COUNTY ROAD NO. 17 WEST 70TH STREET8882010 20 10 UTILITY EASEMENT PER THE PLATOF YORKTOWN DOC. NO.1033725 (ITEM NO. 11)22822TELECOMMUNICATIONS EASEMENTPER DOC. NO. 983149 (ITEM NO. 12)SANITARY SEWER EASEMENTPER DOC. NO. (ITEM NO. 11)1520 15SCENIC AND OPEN SPACE EASEMENT INFAVOR OF EDINA VILLAGE (NOW CITY)PER DOC. NO. 1033728 (ITEM NO. 14)SCENIC AND OPEN SPACE EASEMENT INFAVOR OF EDINA VILLAGE (NOW CITY) PERDOC. NO. 1033728 (ITEM NO. 14)1010PUBLIC ROAD EASEMENT IN PER DOC.NO. 1036934 (ITEM NO. 15)STREET RIGHT OF WAY DEDICATED IN THE PLAT OFYORKTOWN DOC. NO. 1033725 (ITEM NO. 16)40 40 HIGHWAY EASEMENT PER DOC. NO.2189613 (ITEM NOS. 15 & 16)HIGHWAY EASEMENT PER DOC.NO. 2189613 (ITEM NOS. 15 & 16)PUBLIC STREET, DRAINAGE & UTILITYEASEMENT PER DOC. NO. T4859947(ITEM NO. 16)SIDEWALK & UTILITY EASEMENT PERDOC. NOS. T05067233 &T05132844(ITEM NO. 17)SIDEWALK & UTILITY EASEMENTPER DOC. NOS. T05067233 &T05132844 (ITEM NO. 17)TELECOMMUNICATIONSEASEMENT PER DOC. NO.983149 (ITEM NO. 12)EEEEEEEEEMGTSTSTSTSTSTSTSTSTTVTVHHTTTTSTOSTOSTOSTORIM = 862.97IE = 855.15 (CITY AS-BUILT)S9" CLAY @ 0.8%ST-5ST-6ST-4ST-3ST-2ST-116" ASH13" LCH14" ASHGW: 853.5ST-106GW: 852.7GW: 853.5GW: 857.5GW: 848.6GW: NOT OBSERVEDGW: NOT OBSERVEDST-101GW: 852.9ST-102GW: 853.5ST-103ST-104GW: 854.6ST-105GW: NOT OBSERVEDGW: 853.4ST-107GW: NOT OBSERVEDST-108GW: NOT OBSERVEDSTOSTOSTOCOMMERCIAL/RETAIL SPACEFOOTPRINT = 44,300 SFFFE (TENANT A) = 870.00FFE (TENANT B) = 870.00FFE (TENANT C) = 867.50FFE (TENANT D) = 869.20FFE (OFFICE LOBBY) = 869.20FFE (LOADING DOCK) = 866.00MULTI-FAMILY HOUSINGBUILDING FOOTPRINT = 52,050 SFFFE (RESIDENTIAL) = 870.75PARKING RAMPFOOTPRINT = 23,595 SFFFE = 866.50LOE = 866.50LFE = 866.50LFE = 856.00LFE = 860.00LFE = 860.75LFE = 857.00XXPROPOSED FINANCIALINSTITUTIONFOOTPRINT = 6,200 SFFFE = 866.00LFE = 866.00LOE = 866.00XXXXXLOE = 866.00LFE = 856.00LOE = 867.00LFE = 857.00CTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVPUGPUGPUGCTVCTVCTVCTVCTVCTVPUGPUGPUGPUGPUG8" SAN STUBIE=858.608" WM STUB8" SAN STUBIE=856.948" WM STUB8" WM STUB6" SAN STUBIE=856.466" SAN STUBIE=860.278" SAN STUBIE=861.366" WM STUB8" WM STUBHYDRANTHYDRANTHYDRANTHYDRANTHYDRANT109 LF - 10" PVC @ 0.70%SAN MH 11RIM=863.85IE(E)=855.50IE(SW)=855.40CORE DRILL INTOEXISTING SAN MH 10RAISE RIM TO 863.67IE(S,NE)=855.1536 LF - 10" PVC @ 0.70%SAN MH 12RIM=864.56IE(N,E)=855.83IE(W)=855.73SAN MH 13RIM=865.55IE(N,E)=856.69IE(W)=856.59222 LF - 10" PVC @ 0.70%SAN MH 14RIM=866.94IE(E,S)=858.34IE(W)=858.24SAN MH 15RIM=867.78IE(N)=859.15IE(W)=859.05102 LF - 10" PVC @ 0.70%SAN MH 16RIM=867.89IE(W,N)=859.95IE(S)=859.85100 LF - 10" PVC @ 0.70%171 LF - 8" PVC @ 0.70%SAN MH 16RIM=870.32IE(W)=861.25IE(S)=861.1516 LF - 8" PVC @ 0.70%16 LF - 6" PVC @ 2.00%26 LF - 8" PVC @ 1.00%25 LF - 8" PVC @ 1.00%INSULATE PIPE25 LF - 6" PVC @ 2.00%8" DIP1234567891011121314151617181920AAA8" DIP8" DIP8" DIP8" DIP33 LF - 10"PVC @ 0.70%REFER TO US BANK LOT PLANS FORLOT SPECIFIC UTILITY INFORMATIONSHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 N:\0029211.10\DWG\CIVIL\0029211.10UT01.DWG EDINA, MN05/13/20227001 FRANCESANITARY AND WATERMAIN PLAN 7001 FRANCEC400 .05/13/2022 DAVID T. BADE . . . 10/16/2020 4530 WEST 77TH STREET SUITE #365 EDINA, MN 55435 ORION/MORTENSON :HVWZRRG3URIHVVLRQDO6HUYLFHV,QFCommon Ground AllianceCall 48 Hours before digging:811 or call811.com### ### or ## 09/13/2021 01/26/2022 02/08/2022 05/06/2022 05/13/2022 PRELIMINARY DEVELOPMENT PLAN / PUD WATERSHED COMMENTS COUNTY SUBMITTAL CITY STORMWATER COMMENTS SITE PLAN REVIEWPROJECT NUMBER: 0029211.10SANEXISTINGPROPOSEDSANITARY SEWERSTOSTORM SEWERWATWATER MAINEASEMENT LINEPROPERTY LINEWATHYDRANTGATE VALVEDRAIN TILEFLARED END SECTION (WITH RIPRAP)LIGHT POLEGASGASGASPUGUNDERGROUND ELECTRICPUGTUGUNDERGROUND TELEPHONETOHPOHOVERHEAD ELECTRICPOHTOHOVERHEAD TELEPHONETOHFOTELEPHONE FIBER OPTICFOCTVCABLE TELEVISIONCTVFMFMSANITARY SEWER FORCE MAINCURB AND GUTTERUTILITY LEGEND1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESEPLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THEINFORMATION SHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIORTO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OF DISCREPANCIES.2.ALL SANITARY SEWER, STORM SEWER AND WATER MAIN MATERIAL AND INSTALLATIONS SHALL BE PER CITY REQUIREMENTS, MINNESOTAPLUMBING CODE, AND IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICELINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OFMINNESOTA.3.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL, STATE AND LOCAL PERMITS FOR THE PROPOSEDWORK OR VERIFY WITH THE OWNER OR ENGINEER THAT PERMITS HAVE BEEN OBTAINED. PERMIT FEES SHALL BE THE RESPONSIBILITY OFTHE CONTRACTOR UNLESS OTHERWISE ARRANGED WITH THE OWNER.4.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF DOORWAYS, RAMPS, TRUCK DOCKS,PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY CONNECTION LOCATIONS.5.ALL PRIVATE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE APPROPRIATE UTILITY COMPANY.THE CONTRACTOR SHALL COORDINATE THE SERVICE LINE CONSTRUCTION WITH THE UTILITY COMPANIES.6.CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY PERMITS FOR UTILITY CONNECTIONS, AND UTILITIES SHALL BE INSPECTED ANDAPPROVED BY THE CITY. THE CITY SHALL BE NOTIFIED 48-HOURS PRIOR TO COMMENCING WITH THE UTILITY CONSTRUCTION OR ANYREQUIRED TESTING. CONTRACTOR SHALL NOT OPERATE, INTERFERE WITH, CONNECT ANY PIPE OR HOSE TO, OR TAP ANY WATER MAINBELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF SCHEDULED ORUNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE TO BE THE RESPONSIBILITY OF THE CONTRACTOR.7.WATER MAIN LENGTHS AS SHOWN ARE APPROXIMATE HORIZONTAL LENGTHS. ALLOW FOR ADDITIONAL PIPE WHEN INSTALLING ONSLOPES OR WHEN DEFLECTIONS ARE REQUIRED. THE JOINT DEFLECTIONS SHALL NOT EXCEED THE MAXIMUM RECOMMENDED BY THE PIPEMANUFACTURER OR BY LOCAL GOVERNING SPECIFICATIONS. FITTINGS REQUIRED TO CONSTRUCT WATER MAIN SHALL BE INCLUDED INWATER MAIN CONSTRUCTION.8.PROVIDE WATER MAIN THRUST RESTRAINTS PER CITY STANDARD REQUIREMENTS.9.A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER LINE CROSSINGS WITH SANITARY SEWER OR STORMSEWER. THE WATER LINE SHALL NOT HAVE JOINTS OR CONNECTION WITHIN 10-FEET OF THE CROSSING. INSULATE CROSSINGS WITHSTORM SEWER.10.UTILITY SERVICES TYPICALLY TERMINATE 5' OUTSIDE BUILDING WALL UNLESS OTHERWISE SHOWN OR NOTED.11.DUCTILE IRON WATER LINES SHALL BE CLASS 52, PER AWWA C115 OR C151. COPPER WATER LINES SHALL BE TYPE K PER ASTM B88. PVCWATER LINES SHALL BE PER AWWA C900 AND INSTALLED PER AWWA C605 IF ALLOWED BY CITY.12.ALL WATER LINES SHALL HAVE 7.5' MINIMUM COVER. INSULATE WATER MAIN IF LESS THAN 8' OF COVER. INSULATION SHALL BE DOWSTYROFOAM HI BRAND 35 OR EQUIVALENT, WITH 4 INCHES OF THICKNESS.13.SANITARY SEWER PIPE OUTSIDE THE BUILDING ENVELOPE SHALL BE POLYVINYL CHLORIDE (PVC) SDR 35 OR 26. SDR 26 IS REQUIRED FORDEPTHS GREATER THAN 15 FEET. SANITARY SEWER PIPE WITHIN 5 FEET OF THE BUILDING AND UNDER FOOTINGS SHALL BE SCHEDULE 40PER ASTM D2665. ALL PLASTIC SANITARY SEWER SHALL BE INSTALLED PER D2321. SOLVENT WELD JOINTS MUST INCLUDE USE OF APRIMER WHICH IS OF A CONTRASTING COLOR TO THE PIPE AND CEMENT. ALL SANITARY SEWER SHALL BE TESTED ACCORDING TOMINNESOTA PLUMBING CODE, PART 712.0.14.STORM SEWER PIPE:A.RCP AND HDPE PIPE MAY BE INSTALLED WITH APPROVAL OF LOCAL GOVERNING AGENCY.B.REINFORCED CONCRETE PIPE SHALL BE CLASS 5 FOR PIPE DIAMETERS 18" AND SMALLER, CLASS 3 FOR PIPE DIAMETERS 21" ANDLARGER UNLESS OTHERWISE NOTED, PER ASTM C76 WITH R-4 GASKETS.C.HDPE STORM PIPE 4- TO 10-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OF AASHTO M252. HDPE STORM PIPE 12- TO60-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OF ASTM F2306. FITTINGS SHALL BE PER ASTM D3212 AND INSTALLED PERASTM D2321.D.PVC STORM SEWER PIPE AND FITTINGS SHALL BE SCHEDULE 40 PIPE PER ASTM D2665 AND INSTALLED PER ASTM D2321.E.CORRUGATED METAL PIPE (CMP) FOR SIZES 18- TO 120-INCH AND MUST MEET ASTM A760 OR ASTM A796 AND BE INSTALLED PERASTM A798. CMP MAY NOT BE INSTALLED WITHIN 10-FEET OF A WATERMAIN, WATER SERVICE, OR A BUILDING.F.ALL STORM SEWER JOINTS AND STRUCTURE CONNECTIONS SHALL BE GASTIGHT OR WATERTIGHT AS REQUIRED BY MINNESOTAPLUMBING CODE, PART 707.3. STORM SEWER LOCATED WITHIN 10-FEET OF A BUILDING AND/OR WATER LINE SHALL BE TESTED PERMINNESOTA PLUMBING CODE, PART 712.15.ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE (TRACER) WIRE PER MINNESOTA RULES, PART 7560.0150.16.POST INDICATOR VALVES SHALL BE CLOW F-5750 (OR EQUIVALENT) MEETING AWWA STANDARD C509 AND CITY STANDARDS. VALVE TOBE MECHANICAL JOINT RESILIENT WEDGE GATE VALVE. POST TO BE ADJUSTABLE FOR 8 FEET WATER MAIN DEPTH. THE ELECTRICAL ALARMSWITCH SHALL BE PART NO. PCVS2 (OR EQUIVALENT).17.AFTER CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN AS-BUILT RECORD OF UTILITYCONSTRUCTION. THE AS-BUILT SHALL INCLUDE LOCATION AND LENGTH DEVIATIONS OR CHANGES TO THE PLAN. CONTRACTOR TOVERIFY WITH OWNER OR ENGINEER WHETHER A PLAN WITH POST-CONSTRUCTION ELEVATIONS IS REQUIRED.18.ALL MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLAN REFLECT THE SUMPED ELEVATIONS.19.ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05FEET. RIM ELEVATIONS ON PLAN REFLECT THE SUMPED ELEVATIONS.GENERAL UTILITY NOTESSDTNOT FOR CONSTRUCTION0'30'60'90'1" = 30'A.CONNECT TO EXISTING. COORDINATE CONNECTION WITH THE CITY.UTILITY KEYNOTEA GASGASGASGASGASGASGASGASGAS GAS GAS PUG PUG PUGPUG PUG PUG PUG PUG PUGFOFOFOFOFOFOFOFOFOFOFOFO FO FO FOFOFO FO FOPUGPUGPUGPUG WAT PUG PUG PUG PUG PUG PUG PUGPUGPUGPUGPUGPUGGAS GAS CTVCTV FO FO FO FOFOFOFOFOFOFOFO FO FO FO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FOPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGFOFOFOFOFOFOFOFOFOFOFOFO FOFOFOFOTUGPUGPUG PUGPUGPUGPUG PUG PUG PUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUG PUG PUG PUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGXXXFO FOFOFOFOFOFOFOFOFOFOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO STO STOSTO ST OSTOSTOSTOSTOSTOSTOSANSANSANSANSAN20.00STOSANSTO STO WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATFRANCE AVENUE SOUTH COUNTY ROAD NO. 17 WEST 70TH STREET8882010 20 10 UTILITY EASEMENT PER THE PLATOF YORKTOWN DOC. NO.1033725 (ITEM NO. 11)22822TELECOMMUNICATIONS EASEMENTPER DOC. NO. 983149 (ITEM NO. 12)SANITARY SEWER EASEMENTPER DOC. NO. (ITEM NO. 11)1520 15SCENIC AND OPEN SPACE EASEMENT INFAVOR OF EDINA VILLAGE (NOW CITY)PER DOC. NO. 1033728 (ITEM NO. 14)SCENIC AND OPEN SPACE EASEMENT INFAVOR OF EDINA VILLAGE (NOW CITY) PERDOC. NO. 1033728 (ITEM NO. 14)1010PUBLIC ROAD EASEMENT IN PER DOC.NO. 1036934 (ITEM NO. 15)STREET RIGHT OF WAY DEDICATED IN THE PLAT OFYORKTOWN DOC. NO. 1033725 (ITEM NO. 16)40 40 HIGHWAY EASEMENT PER DOC. NO.2189613 (ITEM NOS. 15 & 16)HIGHWAY EASEMENT PER DOC.NO. 2189613 (ITEM NOS. 15 & 16)PUBLIC STREET, DRAINAGE & UTILITYEASEMENT PER DOC. NO. T4859947(ITEM NO. 16)SIDEWALK & UTILITY EASEMENT PERDOC. NOS. T05067233 &T05132844(ITEM NO. 17)SIDEWALK & UTILITY EASEMENTPER DOC. NOS. T05067233 &T05132844 (ITEM NO. 17)TELECOMMUNICATIONSEASEMENT PER DOC. NO.983149 (ITEM NO. 12)EEEEEEEEEMGTSTSTSTSTSTSTSTSTTVTVHHTTTTSTOSTOSTOSTORIM=871.0FULL OFDEBRISRIM=870.6INV(E)=866.4INV(NE)-866.3RIM=871.6INV(E)=865.1INV(W)=864.9INV(S)=866.1RIM=869.1INV(E)=864.5RIM=868.3INV(N/E)=864.3INV(W)=863.6RIM=866.7INV(N)=862.7INV(S)=863.0INV(E/W)=862.6RIM=866.5INV(N)=862.6INV(E)=862.5INV(W)=861.7RIM=871.5INV(E)=867.215"RCPRIM=867.5INV=863.2RIM = 862.97IE = 855.15 (CITY AS-BUILT)RIM=866.8INV(E)=859.4INV(W)=859.1RIM=862.8INV(N)=857.2INV(E)=859.2INV(SE)=857.5INV(SW)=856.3RIM=866.2INV=863.3RIM=869.5FULLOFWATERRIM=871.1INV=868.0RIM=863.4FULL OF ICE & DEBRISRIM=863.1INV(NE)=859.6INV(W)=859.1RIM=861.2INV=858.112" RCPRIM=861.8INV(E)=857.7INV(W)=858.2INV(S)=857.6RIM=862.1INV=857.912" RCPRIM=862.5INV(N)=852.8INV(S)=852.615" RCP21" RCPS12" RCP21" RCP12" RCP21" RCP9" CLAY @ 0.8%24" RCP24" RCP24" RCP12" RCP 8"PVC 12"RCPST-5ST-6ST-4ST-3ST-2ST-116" ASH13" LCH14" ASHGW: 853.5ST-106GW: 852.7GW: 853.5GW: 857.5GW: 848.6GW: NOT OBSERVEDGW: NOT OBSERVEDST-101GW: 852.9ST-102GW: 853.5ST-103ST-104GW: 854.6ST-105GW: NOT OBSERVEDGW: 853.4ST-107GW: NOT OBSERVEDST-108GW: NOT OBSERVED15" RCPSTOSTOSTOCOMMERCIAL/RETAIL SPACEFOOTPRINT = 44,300 SFFFE (TENANT A) = 870.00FFE (TENANT B) = 870.00FFE (TENANT C) = 867.50FFE (TENANT D) = 869.20FFE (OFFICE LOBBY) = 869.20FFE (LOADING DOCK) = 866.00MULTI-FAMILY HOUSINGBUILDING FOOTPRINT = 52,050 SFFFE (RESIDENTIAL) = 870.75PARKING RAMPFOOTPRINT = 23,595 SFFFE = 866.50LOE = 866.50LFE = 866.50LFE = 856.00LFE = 860.00LFE = 860.75LFE = 857.00XXPROPOSED FINANCIALINSTITUTIONFOOTPRINT = 6,200 SFFFE = 866.00LFE = 866.00LOE = 866.00XXXXXLOE = 866.00LFE = 856.00LOE = 867.00LFE = 857.00CTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVPUGPUGPUGCTVCTVCTVCTVCTVCTVPUGPUGPUGPUGPUG18" PVC ROOF DRAINIE=863.6415" PVC ROOF DRAINIE=861.0090" CONTECH CMP PIPESBOTTOM OF ROCK=855.50BOTTOM OF PIPES=856.50OUTLET ELEVATION=858.50INFILTRATION VOLUME=18,792 CF100-YEAR FLOOD VOLUME=60,076 CF100-YEAR HWL=863.34STMH 101RIM=863.36IE(S,N,E)=856.6028 LF - 15" RCP@ 1.07%54 LF - 15" RCP @ 1.43%REPLACE STMH 100RIM=863.13IE(W,N)=856.30STMH 102RIM=864.76IE(SW,E)=857.37202 LF - 15" RCP @ 0.50%STMH 103RIM=866.71IE(NE,W)=858.38OCS 104RIM=866.37IE(N)=856.50IE(SW)=858.5024 LF - 15" RCP @ 0.50%CBMH 201RIM=865.36IE(S)=860.66IE(E)=860.58IE(NW)=859.00CB 210RIM=866.22IE(E)=862.7260 LF -21" RCP@ 0.50%STMH 200RIM=866.65IE(W)=862.60IE(SE)=858.70IE(N)=856.503' SUMP=853.50CB 220RIM=865.60IE(W,E)=862.10190 LF - 12" RCP @ 0.50%88 LF - 12" RCP @ 0.50%STMH 202RIM=867.67IE(N)=862.69IE(S)=861.66IE(W)=861.536 LF - 18" PVC@ 2.00%30 LF - TRENCHDRAIN @ 1.00%TRENCH DRAINRIM=869.60IE=868.72TRENCH DRAINRIM=869.72IE=868.72CBMH 301RIM=870.60IE(E)=866.40IE(S,N)=865.0633 LF - 15" RCP @ 0.48%REBUILD STMH 300RIM=871.60IE(N)=867.05IE(E)=865.10IE(S)=864.90IE(W)=864.90CBMH 203RIM=867.00IE(N,S)=863.0265 LF - 12" STM@ 0.50%CONNECT TOCONTECH CMP PIPE.IE=859.8018" PVC ROOF DRAINIE=863.006 LF - 18" PVC@ 2.00%CONNECT TOCONTECH CMP PIPE.IE=859.8018" PVC ROOF DRAINIE=864.506 LF - 18" PVC@ 2.00%CONNECT TOCONTECH CMP PIPE.IE=859.8018" PVC ROOF DRAINIE=864.506 LF - 18" PVC@ 2.00%CONNECT TOCONTECH CMP PIPE.IE=859.8018" PVC ROOF DRAINIE=863.6845 LF - 18" PVC@ 2.00%CONNECT TOCONTECH CMP PIPE.IE=859.8018" PVC ROOF DRAINIE=863.0445 LF - 18" PVC@ 2.00%CONNECT TOCONTECH CMP PIPE.IE=859.8023 LF -12" RCP@ 0.50%17 LF - 15" PVC @ 2.00%CBMH 302RIM=869.51IE(S)=868.70IE(E)=866.00IE(N)=865.35CB 310RIM=870.77IE=867.2772 LF - 12" RCP @ 0.48%29 LF - 12" RCP@ 4.38%REFER TO US BANK LOT PLANS FORLOT SPECIFIC UTILITY INFORMATIONSUMP MH 230RIM=867.14IE(W)=862.14IE(E)=859.88SUMP=856.88SUMP MH 240RIM=868.50IE(W)=862.78IE(E)=859.88SUMP=856.88SUMP MH 250RIM=869.87IE(W)=864.38IE(E)=859.88SUMP=856.88SUMP MH 260RIM=870.64IE(E)=864.38IE(W)=859.88SUMP=856.88SUMP MH 270RIM=868.94IE(E)=862.88IE(W)=859.88SUMP=856.88SUMP MH 280RIM=867.64IE(E)=863.52IE(W)=859.88SUMP=856.88ADJUST STORMMANHOLE CASTINGRIM=862.95SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 N:\0029211.10\DWG\CIVIL\0029211.10UT01.DWG EDINA, MN05/13/20227001 FRANCESTORM SEWER PLAN 7001 FRANCEC401 .05/13/2022 DAVID T. BADE . . . 10/16/2020 4530 WEST 77TH STREET SUITE #365 EDINA, MN 55435 ORION/MORTENSON :HVWZRRG3URIHVVLRQDO6HUYLFHV,QFCommon Ground AllianceCall 48 Hours before digging:811 or call811.com### ### or ## 09/13/2021 01/26/2022 02/08/2022 05/06/2022 05/13/2022 PRELIMINARY DEVELOPMENT PLAN / PUD WATERSHED COMMENTS COUNTY SUBMITTAL CITY STORMWATER COMMENTS SITE PLAN REVIEWPROJECT NUMBER: 0029211.10SANEXISTINGPROPOSEDSANITARY SEWERSTOSTORM SEWERWATWATER MAINEASEMENT LINEPROPERTY LINEWATHYDRANTGATE VALVEDRAIN TILEFLARED END SECTION (WITH RIPRAP)LIGHT POLEGASGASGASPUGUNDERGROUND ELECTRICPUGTUGUNDERGROUND TELEPHONETOHPOHOVERHEAD ELECTRICPOHTOHOVERHEAD TELEPHONETOHFOTELEPHONE FIBER OPTICFOCTVCABLE TELEVISIONCTVFMFMSANITARY SEWER FORCE MAINCURB AND GUTTERUTILITY LEGEND1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESEPLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THEINFORMATION SHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIORTO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OF DISCREPANCIES.2.ALL SANITARY SEWER, STORM SEWER AND WATER MAIN MATERIAL AND INSTALLATIONS SHALL BE PER CITY REQUIREMENTS, MINNESOTAPLUMBING CODE, AND IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICELINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OFMINNESOTA.3.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL, STATE AND LOCAL PERMITS FOR THE PROPOSEDWORK OR VERIFY WITH THE OWNER OR ENGINEER THAT PERMITS HAVE BEEN OBTAINED. PERMIT FEES SHALL BE THE RESPONSIBILITY OFTHE CONTRACTOR UNLESS OTHERWISE ARRANGED WITH THE OWNER.4.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF DOORWAYS, RAMPS, TRUCK DOCKS,PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY CONNECTION LOCATIONS.5.ALL PRIVATE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE APPROPRIATE UTILITY COMPANY.THE CONTRACTOR SHALL COORDINATE THE SERVICE LINE CONSTRUCTION WITH THE UTILITY COMPANIES.6.CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY PERMITS FOR UTILITY CONNECTIONS, AND UTILITIES SHALL BE INSPECTED ANDAPPROVED BY THE CITY. THE CITY SHALL BE NOTIFIED 48-HOURS PRIOR TO COMMENCING WITH THE UTILITY CONSTRUCTION OR ANYREQUIRED TESTING. CONTRACTOR SHALL NOT OPERATE, INTERFERE WITH, CONNECT ANY PIPE OR HOSE TO, OR TAP ANY WATER MAINBELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF SCHEDULED ORUNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE TO BE THE RESPONSIBILITY OF THE CONTRACTOR.7.WATER MAIN LENGTHS AS SHOWN ARE APPROXIMATE HORIZONTAL LENGTHS. ALLOW FOR ADDITIONAL PIPE WHEN INSTALLING ONSLOPES OR WHEN DEFLECTIONS ARE REQUIRED. THE JOINT DEFLECTIONS SHALL NOT EXCEED THE MAXIMUM RECOMMENDED BY THE PIPEMANUFACTURER OR BY LOCAL GOVERNING SPECIFICATIONS. FITTINGS REQUIRED TO CONSTRUCT WATER MAIN SHALL BE INCLUDED INWATER MAIN CONSTRUCTION.8.PROVIDE WATER MAIN THRUST RESTRAINTS PER CITY STANDARD REQUIREMENTS.9.A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER LINE CROSSINGS WITH SANITARY SEWER OR STORMSEWER. THE WATER LINE SHALL NOT HAVE JOINTS OR CONNECTION WITHIN 10-FEET OF THE CROSSING. INSULATE CROSSINGS WITHSTORM SEWER.10.UTILITY SERVICES TYPICALLY TERMINATE 5' OUTSIDE BUILDING WALL UNLESS OTHERWISE SHOWN OR NOTED.11.DUCTILE IRON WATER LINES SHALL BE CLASS 52, PER AWWA C115 OR C151. COPPER WATER LINES SHALL BE TYPE K PER ASTM B88. PVCWATER LINES SHALL BE PER AWWA C900 AND INSTALLED PER AWWA C605 IF ALLOWED BY CITY.12.ALL WATER LINES SHALL HAVE 7.5' MINIMUM COVER. INSULATE WATER MAIN IF LESS THAN 7.5' OF COVER. INSULATION SHALL BE DOWSTYROFOAM HI BRAND 35 OR EQUIVALENT, WITH 4 INCHES OF THICKNESS.13.SANITARY SEWER PIPE OUTSIDE THE BUILDING ENVELOPE SHALL BE POLYVINYL CHLORIDE (PVC) SDR 35 OR 26. SDR 26 IS REQUIRED FORDEPTHS GREATER THAN 15 FEET. SANITARY SEWER PIPE WITHIN 5 FEET OF THE BUILDING AND UNDER FOOTINGS SHALL BE SCHEDULE 40PER ASTM D2665. ALL PLASTIC SANITARY SEWER SHALL BE INSTALLED PER D2321. SOLVENT WELD JOINTS MUST INCLUDE USE OF APRIMER WHICH IS OF A CONTRASTING COLOR TO THE PIPE AND CEMENT. ALL SANITARY SEWER SHALL BE TESTED ACCORDING TOMINNESOTA PLUMBING CODE, PART 712.0.14.STORM SEWER PIPE:A.RCP AND HDPE PIPE MAY BE INSTALLED WITH APPROVAL OF LOCAL GOVERNING AGENCY.B.REINFORCED CONCRETE PIPE SHALL BE CLASS 5 FOR PIPE DIAMETERS 18" AND SMALLER, CLASS 3 FOR PIPE DIAMETERS 21" ANDLARGER UNLESS OTHERWISE NOTED, PER ASTM C76 WITH R-4 GASKETS.C.HDPE STORM PIPE 4- TO 10-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OF AASHTO M252. HDPE STORM PIPE 12- TO60-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OF ASTM F2306. FITTINGS SHALL BE PER ASTM D3212 AND INSTALLED PERASTM D2321.D.PVC STORM SEWER PIPE AND FITTINGS SHALL BE SCHEDULE 40 PIPE PER ASTM D2665 AND INSTALLED PER ASTM D2321.E.CORRUGATED METAL PIPE (CMP) FOR SIZES 18- TO 120-INCH AND MUST MEET ASTM A760 OR ASTM A796 AND BE INSTALLED PERASTM A798. CMP MAY NOT BE INSTALLED WITHIN 10-FEET OF A WATERMAIN, WATER SERVICE, OR A BUILDING.F.ALL STORM SEWER JOINTS AND STRUCTURE CONNECTIONS SHALL BE GASTIGHT OR WATERTIGHT AS REQUIRED BY MINNESOTAPLUMBING CODE, PART 707.3. STORM SEWER LOCATED WITHIN 10-FEET OF A BUILDING AND/OR WATER LINE SHALL BE TESTED PERMINNESOTA PLUMBING CODE, PART 712.15.ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE (TRACER) WIRE PER MINNESOTA RULES, PART 7560.0150.16.POST INDICATOR VALVES SHALL BE CLOW F-5750 (OR EQUIVALENT) MEETING AWWA STANDARD C509 AND CITY STANDARDS. VALVE TOBE MECHANICAL JOINT RESILIENT WEDGE GATE VALVE. POST TO BE ADJUSTABLE FOR 8 FEET WATER MAIN DEPTH. THE ELECTRICAL ALARMSWITCH SHALL BE PART NO. PCVS2 (OR EQUIVALENT).17.AFTER CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN AS-BUILT RECORD OF UTILITYCONSTRUCTION. THE AS-BUILT SHALL INCLUDE LOCATION AND LENGTH DEVIATIONS OR CHANGES TO THE PLAN. CONTRACTOR TOVERIFY WITH OWNER OR ENGINEER WHETHER A PLAN WITH POST-CONSTRUCTION ELEVATIONS IS REQUIRED.18.ALL MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLAN REFLECT THE SUMPED ELEVATIONS.19.ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05FEET. RIM ELEVATIONS ON PLAN REFLECT THE SUMPED ELEVATIONS.GENERAL UTILITY NOTESSDTNOT FOR CONSTRUCTION0'30'60'90'1" = 30'12" SIDE SPACING(TYP.)12"36" INTERIOR SPACING(TYP.)90"'(TYP.)LAST REVISED:08/11/17UNDERGROUND CONTECH STORMWATER STORAGEST20WASHED COURSE AGGREGATE40% VOIDSSUITABLE SUBGRADE MATERIALPAVEMENT SECTION. SEE DETAIL FORSPECIFIC DEPTHS.ON-SITE FILL MATERIAL24" INLET PIPEBOTTOM OF SAND = 855.50SEE PLAN FOR PIPELENGTH24" CONNECTION PIPE6"WEIR WALLELEVATION = 858.5015" STRUCTURE OUTLET PIPEHEADER PIPE PROFILEIE = 856.50IE = 856.50IE = 858.24NOT TO SCALEFOR REFERENCE ONLY. CONTRACTOR TO PROVIDE ENGINEERWITH SHOP DRAWINGS PRIOR TO CONSTRUCTION.SEE PLANLAST REVISED:09/14/20ST04OCS 502 - FROM STORMTECH CHAMBERSAANOTES:1.BASE TO BE GROUTED TO FORM A SMOOTH INVERT TO OUTLET.2.PIPE CUT-OUTS TO BE LOCATED WHERE REQUIRED.3.SEE DETAIL ST16 FOR CASTING TYPE.CONCRETE MANHOLEAND BASE TO BECRETEX TYPE 433B ORAPPROVED EQUALMANHOLE COVER TOBE CRETEX TYPE II WITHEITHER 27" ROUND OR24"x36" RECTANGULAROPENINGMINIMUM OF TWO 2"ADJUSTING RINGS24" PVCSECTION A-APLANWEIR ELEVATION(SEE PLAN)WEIR = 858.0015" RCPIE = 857.5624" PVC FROM STORMTECHSYSTEM. VERIFY PIPE SIZE ANDINVERT WITH STORMTECH PLANSIE = 857.0012" PVC MANIFOLD FROM STORMTECHSYSTEM. VERIFY PIPE SIZE AND INVERTWITH STORMTECH PLANS15" RCP SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 N:\0029211.10\DWG\CIVIL\0029211.10DT01.DWG EDINA, MN05/13/20227001 FRANCECITY DETAILS 7001 FRANCEC500 .05/13/2022 DAVID T. BADE . . . 10/16/2020 4530 WEST 77TH STREET SUITE #365 EDINA, MN 55435 ORION/MORTENSON :HVWZRRG3URIHVVLRQDO6HUYLFHV,QFCommon Ground AllianceCall 48 Hours before digging:811 or call811.com### ### or ## 09/13/2021 01/26/2022 02/08/2022 05/06/2022 05/13/2022 PRELIMINARY DEVELOPMENT PLAN / PUD WATERSHED COMMENTS COUNTY SUBMITTAL CITY STORMWATER COMMENTS SITE PLAN REVIEWPROJECT NUMBER: 0029211.10NOT FOR CONSTRUCTION0'#########1" = ### SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 N:\0029211.10\DWG\CIVIL\0029211.10DT01.DWG EDINA, MN05/13/20227001 FRANCEDETAILS 7001 FRANCEC501 .05/13/2022 DAVID T. BADE . . . 10/16/2020 4530 WEST 77TH STREET SUITE #365 EDINA, MN 55435 ORION/MORTENSON :HVWZRRG3URIHVVLRQDO6HUYLFHV,QFCommon Ground AllianceCall 48 Hours before digging:811 or call811.com### ### or ## 09/13/2021 01/26/2022 02/08/2022 05/06/2022 05/13/2022 PRELIMINARY DEVELOPMENT PLAN / PUD WATERSHED COMMENTS COUNTY SUBMITTAL CITY STORMWATER COMMENTS SITE PLAN REVIEWPROJECT NUMBER: 0029211.104"LAST REVISED:08/08/17WM06WATERMAIN INSULATIONSEWERWATERMINIMUM 2INSULATION LAYERSWITH JOINTSSTAGGERED6" COMPACTEDGRANULAR FILLWATERMAINW.M. COVER WIDTH (W) 4.0'-4.9'8' 5.0'-5.9'6' 6.0'-7.0'4' 7.0' + 0'NOTES:1.INSULATION SHALL BE EXTRUDED POLYSTYRENE (XEPS) INSULATION BOARD, "CERTIFOAM SE" OR"STYROFOAM SM" OR EQUIVALENT.2.INSULATION SHALL BE PLACED ON A SMOOTH, LEVEL FOUNDATION WHICH HAS BEEN FIRMLY COMPACTED.3.SEPARATE LAYERS OF INSULATION USED TO MAKE UP THE 4" THICKNESS SHALL HAVE STAGGERED JOINTSTO ENSURE THE CONTINUITY OF THE INSULATION.4.ALL WATERMAIN/ STORM SEWER CROSSINGS WITH LESS THAN 36" CLEARANCE SHALL BE INSULATED.5.SANITARY SEWER INSULATION SIMILARMINIMUM 1 1/2" THICK INSULATIONLAYERS WITH JOINTS STAGGEREDAND EXTENDING 4' EACH WAYFROM WATERMAIN C/LMECHANICAL COMPACTEDBACKFILL6"W/2W/218" MIN.INSULATION FOR SHALLOW WATER MAININSULATION AT PIPE CROSSING4"ENTRANCE THRU CURB AND GUTTERSI07NOTES:1.1/2" PREFORMED JOINT FILLER MATERIAL- AASHTO M2132.CONCRETE GUTTER SHALL BE PER MnDOT SPEC 2531LAST REVISED:08/15/17PLAN VIEWSECTION A-A1/2" EXPANSION JOINT 3'R MIN.VARIABLE WIDTH TO BE STAKED IN FIELD1/2" EXPANSION JOINT IFMATCHING CONCRETE3'3'R MIN.1/2" EXPANSION JOINTFLOW LINETO BE PAID AS 6" CONC. APRONTO BE PAID AS CONC. C&G TO BE PAID AS CONC. C&GBIT. SURFGUTTERAS DIRECTED BY ENGINEER3.0'TO BE PAID AS6" CONC. D.W.TO BE PAID AS 6" CONC. APRONAA6" MAX.AANOTES:1.PROVIDE A RELATIVELY FLAT MINIMUM 4'x4' LANDING BEHIND THE PEDESTRIAN RAMP, 2% MAXIMUM CROSS SLOPE BOTH DIRECTIONS.2.CURB RAMP AREA TO BE CONCRETE AND MEET LATEST ADA REQUIREMENTS. RAMP CROSS SLOPE 2% MAXIMUM. BACK-TO-BACK PEDESTRIAN RAMPS SHALL HAVE MINIMUM 48'' LANDING BETWEEN, OR PROVIDE AT-GRADE CROSSING.3.SIDE FLARES TO BE CONCRETE AND IMPLEMENTED WHERE ADJACENT TO PAVED AREAS. FLARED SLOPE TO BE 10% MAXIMUM. EXISTING CURB RAMP ALTERATIONS, WITH NO LANDING, SHALL BE 8.33% MAXIMUM. PROVIDE 10% MAXIMUM SLOPE, UNLESS NOTED OTHERWISE.4.ANY VERTICAL LIP THAT OCCURS AT THE FLOW LINE MAY NOT BE GREATER THAN 1/4 INCH.5.ADA REQUIRED DETECTABLE WARNING SURFACE(TRUNCATED DOMES) SHALL BE 2' MIN. IN DIRECTION OF LANDING AT CURB AND SHALL EXTEND THE FULL WIDTH OF THE LANDING. AREA SHALL BE CONTRASTING COLOR TO THE ADJACENT WALKING SURFACE WITH A PREFABRICATED CAST IRON TRUNCATED DOME INSERT MEETING THE ADA DOME SIZE AND SPACING REQUIREMENTS.ALAST REVISED:08/15/17PUBLIC PEDESTRIAN CURB RAMPSI09AA332233FACE OFCURBBACK OFCURBFACE OFCURB15158"5' MIN.4' MIN. ORPER PLAN5' MIN.5'-4" MIN. 2' 8"5' MIN.5' MIN.4' MIN. ORPER PLAN5'-4" MIN. 2'CURB FACEOR GUTTER5% APPROACHSLOPE MAXSEE NOTE #41/2" PREFORMEDJOINT FILLER MATERIALRAMP5'-4" MIN.LANDING4' MIN.RAMP 8.33%MAX. SLOPECONCRETE WALKDET. WARN.SURFACEROUND ALL SLOPEDINTERSECTIONSSIDE FLARE 10%MAX. SLOPESIDE FLARE5' MIN.RAMP4' MIN.SIDE FLARE5' MIN.ELEVATION OF RAMPSECTION A-APLAN VIEW OF DIAGONAL RAMPPLAN VIEW OF PERPENDICULAR RAMPNOTES:1.TAPED AREAS TO BE CENTERED AND ALIGNED ON CENTER LINE AND LANE LINES. MAKE ADJUSTMENTS IN CENTER MEDIAN AREA.2.ZEBRA CROSSWALKS SHALL BE WHITE POLYMER-PREFORMED TAPE OR AN ACCEPTABLE EQUIVALENT APPROVED BY THE ENGINEER.3.A MINIMUM OF 1.5 FT. CLEAR DISTANCE MUST BE LEFT ADJACENT TO CURB. IF LAST STRIPED AREA FALLS INTO THIS DISTANCE, IT MUST BE OMITTED.4.REMOVE ALL CONFLICTING PAVEMENT MARKINGS AS DIRECTED BY THE ENGINEER.5.AT SKEWED CROSSWALKS, THE TAPED AREAS ARE TO REMAIN PARALLEL TO THE LANE LINES.6.WHERE PAVEMENT MARKINGS CAN NOT BE INLAYED INTO THE HOT MAT, PAVEMENT SHALL BE GROOVED FOR THE INSTALLATION OF THE POLYMER-PREFORMED MARKINGS. SEE Mn/DOT STANDARD SPECIFICATION 2564.LAST REVISED:08/15/17CROSS WALK STRIPINGSI11PAVEMENT MARKING(TYP.)DRIVING LANE(WIDTH VARIES)6 FT3 FT 3 FTDRIVING LANE(WIDTH VARIES)ROADCLNOTE:1.ALL TRAFFIC FLOW ARROWS TO BE SOLID WHITE REFLECTIVE TRAFFIC PAINT AS PER DIMENSIONS ABOVETRAFFIC ARROWLAST REVISED:08/15/17SI132.001.753.751.002.00R4.75HANDICAP SYMBOLLAST REVISED:08/15/17HANDICAP ACCESSIBLE SIGNAGE AND STRIPINGSI15HANDICAP SIGNNOPARKINGNOTE:BOTTOM OF SIGNS TO BE MOUNTED60"-66" FROM PARKING GRADE, SEESIGN POST INSTALLATION DETAILHANDICAP PARKINGNOTE:STRIPING TO MATCHPARKING, UNLESSPER LOCAL CODENOTE:SEE PLAN FOR PARKING LAYOUTNOPARKINGPARKINGVEHICLE IDREQUIREDUP TO $200 FINEFOR VIOLATIONVANACCESSIBLENOPARKING ACCESS AISLEHANDICAP PARKING SPACE WITHPAINTED INTERNATIONAL SYMBOL OFACCESSIBILITY WITH CONTRASTINGSQUARE BACKGROUND, CENTEREDTOWARD DRIVE AISLE.HANDICAP PARKINGSIGNS, 12"X18", OR PERLOCAL CODEHANDICAP SIGNCENTERED AT HEAD OFSPACE ON CENTER STRIPEHANDICAP PARKING ACCESSAISLE WITH PAINTED 12"HIGH LETTERING OF "NOPARKING" CENTEREDTOWARD DRIVE AISLEPER CITY CODE HANDICAP VANACCESSIBLE PARKINGSIGN, 12"X16", OR PERLOCAL CODE, ASAPPLICABLEFACE OF CURBSIDEWALKHANDICAP SIGNCENTERED AT HEAD OFSPACE, 2' MIN. AND 8'MAX. FROM FACE OFCURB2"-0"2"-0"10" DIAMETER CENTERSYMBOL IN PARKING STALL,ALL LINES TO BE 5" WIDE2"-0"NOPARKING4" WIDE PAINTED STRIPINGAT 45 DEGREES AND AT 2'O.C. AT ACCESS AISLE8'MIN.8'MIN.8'MIN. SI19PAVEMENT SECTIONS SHOWN ARE FOR PLANNING PURPOSES ONLY.REFER TO GEOTECHNICAL REPORT FOR FINAL PAVEMENT SECTIONS.LAST REVISED:08/15/17PAVEMENT SECTIONS2" MnDOT TYPE SPWEA340E WEARING COURSE2" MnDOT TYPE SPNWB330E BASE COURSE8" MnDOT SPEC. 3138 CLASS 55" CONCRETE PAVEMENT W/ #4 REBAR AT 16" O.C. EACH WAY4" MnDOT SPEC. 3138 CLASS 5CONCRETE PAVEMENTBITUMINOUS PAVEMENT (HEAVY DUTY)BITUMINOUS PAVEMENT (STANDARD DUTY)COMPACTED SAND SUBGRADE (100% STANDARD PROCTOR)COMPACTED SAND SUBGRADE (100% STANDARD PROCTOR)MNDOT SPEC. 2357 BITUMINOUS TACK COAT1.5" MnDOT TYPE SPWEA340E WEARING COURSE2" MnDOT TYPE SPNWB330E BASE COURSE6" MnDOT SPEC. 3138 CLASS 5COMPACTED SAND SUBGRADE (100% STANDARD PROCTOR)MNDOT SPEC. 2357 BITUMINOUS TACK COAT6" COMPACTED CL. 5 AGGREGATEBASE, MNDOT 3138, 2211LAST REVISED:08/15/17HEAVY DUTY CONCRETESECTION LOADING DOCKSI21NOTES:1.CONCRETE SHALL BE REINFORCED WITH WELDED WIRE FABRIC OR REINFORCED BARS TO ASSIST IN CONTROLLING CRACKING FROM DRYING SHRINKAGE AND THERMAL CHANGES.2.SAWED OR FORMED CONTROL JOINTS SHOULD BE INCLUDED FOR EACH 225 SQUARE FEET OF AREA OR LESS (15 FEET BY 15 FEET). CONTRACTOR SHALL PREPARE JOINTING PATTERN AND SUBMIT TO ENGINEER PRIOR TO CONSTRUCTION.3.SAW CUTS SHOULD NOT CUT THROUGH THE WELDED WIRE FABRIC OR REINFORCING STEEL AND DOWELS SHOULD BE UTILIZED AT FORMED AND/OR COLD JOINTS.4.DOWELS SHALL BE UTILIZED AT FORMED AND/OR COLD JOINTS. DOWELS SHALL BE 30" LONG 1/2" DIAMETER SMOOTH AND GREASED TIE BARS AT 30" SPACING, MINIMUM 18" FROM PAVEMENT EDGE.7" 4000 PSI TYPE 3 CONCRETESURFACE COMPACTION2"4"AAMOUNTABLE CURB & GUTTERCONSTRUCTION AT CATCH BASINLAST REVISED:08/15/17SI28PERSPECTIVESECTION A-ANOTE:MOUNTABLE CURB & GUTTER TO BEFORMED INTO A B618 TYPE AT CATCH BASINMOUNTABLE CONCRETECURB & GUTTERCATCH BASIN FRAME& COVER#4 REBAR2" DEPRESSION10' MIN. TRANSITIONDESIGN GUTTERLINE GRADENEENAH FRAME & COVER R-3067-V WITHTYPE V GRATE OR APPROVED EQUALEXPANSION JOINTTOP OF CURB10' MIN.TRANSITION10' MIN.TRANSITIONFLOWNO SCALENO SCALEAALAST REVISED:08/15/17TRANSITION CURBSI31PERSPECTIVESECTION A-ANO SCALENO SCALEB6 STYLE CURBSEE DETAIL SI01TRANSITIONVARIESLAST REVISED:08/15/17SI40MODULAR BLOCK RETAINING WALL8"NOTE:CONTRACTOR TO PROVIDE ENGINEERING ANDSHOP DRAWINGS IF WALL IS GREATER THAN 4FEET TALL. CONTRACTOR TO SUBMIT WALLBLOCK TYPE, SIZE, AND COLOR FOR APPROVAL.1" - 1 1/4"SWALE AT TOP OF WALLMAY BE REQUIRED, VERIFY8" MIN. LOW PERMEABLE SOILFILTER FABRICUNIT DRAINAGE FILL(3/4" CRUSHED ROCKOR STONE)APPROXIMATE LIMITSOF EXCAVATION4" PERFORATED PVC DRAINTILEWRAPPED IN FILTER FABRIC,DAYLIGHT OR TO STORM SYSTEM,AS REQUIREDUNREINFORCED CONCRETE ORCRUSHED STONE LEVELING PADFINISHED GRADECONCRETE MODULAR BLOCKANCHORING PINS (AS REQUIRED)CAP UNIT, ADHERED TO TOPCOURSE WITH ADHESIVEFOUNDATIONSOILRETAINED SOILDESIGN HEIGHT LAST REVISED:08/15/17FENCE AT MODULAR BLOCK WALLSI41NOTE:CONCRETE SLEEVE (AND/OR FOOTING) TO BE SET DURING WALLCONSTRUCTION, NOT DRILLED THROUGH GEOGRID AFTERWARDS, WHEN DIRECTLY BEHIND UNITS.CONCRETE MODULARBLOCKFENCE POSTFENCE POST CONCRETEFOOTING AND SLEEVE,DIAMETER, AND DEPTH PERFENCE SPECIFICATIONSGEOGRIDCAP UNIT, ADHERED TO TOPCOURSE WITH ADHESIVEANCHORING PINS (AS REQUIRED)3.5' MIN. 12"12"TREADLAST REVISED:08/15/17CONCRETE STAIR AND RAILINGSI48NOTES:1.CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR APPROVAL. FIELD VERIFY CONDITIONS.2.RAILING AND STAIRS BOTH SIDES OF STAIRS AND PER ADA REQUIREMENTS.3.ALL HARDWARE TO BE GALVANIZED OR STAINLESS STEEL, AND FINISH TO MATCH RAILING.4.RAILING FINISH TO BE PRIMED AND PAINTED. COLOR TO PER OWNER.HAND RAIL, 1 1/2" DIAMETERTUBULAR STEEL, WELD ANDGRIND ALL JOINTS, POSTS 6'MAXIMUM SPACING3" RADIUS(TYP.)1/2" RADIUS,NOSECONCRETESTEPS WITHNON-SLIP FINISHMNDOT 3138 CLASS 5AGGREGATE BASE#4 REBAR @12" O.C. MAX.EACH WAY,3" CLEAR#5 REBAR @ NOSE,2" CLEAR(TYP.)ADJACENT PAVEMENT(TYP.)EXPANSION JOINT(TYP.)RAILING POST:SURFACE MOUNTOR EMBEDDED(6" DEPTH)TREAD SLOPE1/8" PER FT.SEE PLAN12"3'-0" 1'-6"12"1"6" RISERLAST REVISED:08/15/17SI50TYPICAL CURB CUT SECTION AT DRIVEWAYS3'18'3'TRANSITION TO B618CURBB618 CURB12'B618 CURBC/L DRIVEWAYSETBACK LINEPROPERTY LINE3NOTES:1.VERIFY DRIVEWAY LOCATION WITH DEVELOPER2.VERIFY MAXIMUM DRIVEWAY WIDTH WITH CITY3.LOCATION SHOWN TYPICAL FOR GARAGE RIGHT ON TANGENT OF THE ROADX'TRANSITION TO B618CURB12"MIN.LAST REVISED:08/15/17MACHINE SLICED SILT FENCE(HEAVY DUTY)GD03FLOWFLOW RUNOFFNOTES:1.INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN ACCUMULATED TO 1/2 THE HEIGHT OF THE FABRIC OR MORE.2.REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED.3.SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY.4.ALL ENDS OF THE SILT FENCE SHALL BE WRAPPED UPSLOPE SO THE ELEVATION OF THE BOTTOM OF FABRIC IS HIGHER THAN "PONDING HEIGHT".5."HEAVY DUTY" IS SAME AS MACHINE SLICED ONLY HAND INSTALLED.WOVEN MONOFILAMENT (36" WIDE)FILTER FABRIC, ATTACHSECURELY TO UPSTREAMSIDE OF POST WITH 3-50LBTENSILE STRENGTH PLASTICZIP-TIES PER POST WITHINTOP 8" OF FABRIC5' STEEL T-POSTFABRIC SLICED INTOSOIL WITHCOMPACTED BACKFILL5' STEEL T-POST6'-0" MAX.SPACINGSTANDARD DETAILPONDING HEIGHTTRENCH WITH NATIVE BACKFILLLAST REVISED:08/15/17CONSTRUCTION ENTRANCEGD05NOTES:1.FILTER FABRIC SHALL BE PLACED UNDER ROCK/WOOD CHIPS TO STOP MUD MIGRATION THROUGH ROCK/WOOD CHIPS.2.WOODCHIPS USED FOR CONSTRUCTION ENTRANCES MUST BE 80% NOT LESS THAN 2-INCHES AND NOT MORE THAN 5-INCHES. NO CHIPPED-UP MANUFACTURED WOOD AND/OR CHEMICALLY TREATED IS ALLOWED.3.ENTRANCES MUST BE MAINTAINED REGULARLY TO PREVENT SEDIMENTATION ON PUBLIC ROADWAYS. FUGITIVE ROCK OR WOODCHIPS WILL BE REMOVED FROM ADJACENT ROADWAYS DAILY OR MORE FREQUENTLY AS NECESSARY.4.LENGTH AND WIDTH TO BE ADJUSTED FOR SITE CONDITIONS.HARD SURFACEPUBLIC ROAD1"-2" WASHED ROCKOR WOODCHIPS PERSPECIFICATIONS18" MINIMUM CUT OFF TOMINIMIZE RUNOFF FROM SITEROCK=12" MIN.WOODCHIPS=18" MIN.2 0 ' M IN .WID TH 50' MIN.12' MIN.15' MIN.VARIESLAST REVISED:08/15/17CONCRETE WASHOUT AREAGD08AANOTES:1.CONCRETE WASHOUT AREAS WILL HAVE AN IMPERMEABLE LINER TO PREVENT CONCRETE WASHOUT WATER FROM INFILTRATING/CONTACTING WITH SOIL.2.IMPERMEABLE LINER INCLUDES 10 MIL POLY LINER OR COMPACTED CLAY LINER.3.WASHOUT SYSTEMS CAN BE USED AS ALTERNATE WASHOUT AREAS.ROOF ACCESSEARTH BERMMULCH & SEEDSILT FENCECONCRETEWASHOUT SIGNIMPERMEABLE LINERSILT FENCE1.5'MIN.SECTION A-APOCKETNOTES:1.ALL GEOTEXTILE USED FOR INLET PROTECTION SHALL BE MONOFILAMENT IN BOTH DIRECTIONS, (MEETING MnDOT SPEC. 3733 GEOTEXTILES)2.FINISHED SIZE (INCLUDING POCKETS) SHALL EXTEND A MINIMUM OF 10" AROUND THE PERIMETER TO FACILITATE MAINTENANCE OR REMOVAL.3.DO NOT INSTALL PROTECTION IN INLETS SHALLOWER THAN 30". THE INSTALLED BAG SHALL HAVE A MINIMUM SIDE CLEARANCE BETWEEN THE INLET WALLS AND THE BAG, MEASURED AT THE BOTTOM OF THE OVERFLOW HOLES, OF 3". WHERE NECESSARY THE CONTRACTOR SHALL CLINCH THE BAG (USING PLASTIC ZIP TIES) TO ACHIEVE THE 3" CLEARANCE.LAST REVISED:08/15/17STORM DRAINFILTER BAG INSERTGD10FLAP4"INLET SPECIFICATIONSTO MATCH THE PLANDIMENSION LENGTHAND WIDTH21MINIMUM DOUBLESTITCHED SEAMS ALLAROUND SIDE PIECESAND ON FLAP POCKETSFRONT, BACK, ANDBOTTOM TO BEMADE FROM SINGLEPIECE OF FABRIC2"x4" HOLE SHALL BEHEAT CUT INTO ALLFOUR SIDE PANELSUSE REBAR OR STEEL RODFOR REMOVAL ( FOR INLETSWITH CAST CURB BOX,REPLACE ROD WITH WOOD2" X 4") . EXTEND 10"BEYOND GRATE ON BOTHSIDES, SECURE TO GRATEWITH WIRE OR PLASTIC TIES412" 12"12"2"LAST REVISED:08/15/17INLET PROTECTION WITH ROCK LOGGD11NOTE:1.ALL GEOTEXTILE USED FOR INLET PROTECTION SHALL BE MONOFILAMENT IN BOTH DIRECTIONS. (MEETING SPEC. 3733 (TYPE 1) GEOTEXTILES, PROPOSED 2005 EDITION)ENDS SECURELYCLOSED TO PREVENTLOSS OF OPENGRADED AGGREGATEFILL. SECURED WITH50 PSI ZIP TIEOVERLAP ENDS 6"4' LONG AND 5" DIAMETER GEOTEXTILE SOCK.SEAM JOINED BY TWO ROWS OF STITCHINGWITH A PLASTIC MESH BACKING ORHEATBONDED. (OR APPROVED EQUIVALENT)FILL ROCK LOG WITH OPEN GRADEDAGGREGATE CONSISTING OF SOUND,DURABLE PARTICLES OF CRUSHED QUARRYROCK OR GRAVEL CONFORMING TO 3137,CA-3 (<1.5") GRADATION (OR EQUIVALENT).6"MAX.8"ANOTES:1.PROVIDE A RELATIVELY FLAT MINIMUM 4'x4' LANDING BEHIND THE PEDESTRIAN RAMP, 2% MAXIMUM CROSS SLOPE BOTH DIRECTIONS.2.CURB RAMP AREA TO BE CONCRETE AND MEET LATEST ADA REQUIREMENTS. RAMP CROSS SLOPE 2% MAXIMUM. BACK-TO-BACK PEDESTRIAN RAMPS SHALL HAVE MINIMUM 48'' LANDING BETWEEN, OR PROVIDE AT-GRADE CROSSING.3.SIDE FLARES TO BE CONCRETE AND IMPLEMENTED WHERE ADJACENT TO PAVED AREAS. FLARED SLOPE TO BE 10% MAXIMUM. EXISTING CURB RAMP ALTERATIONS, WITH NO LANDING, SHALL BE 8.33% MAXIMUM. PROVIDE 10% MAXIMUM SLOPE, UNLESS NOTED OTHERWISE.4.ANY VERTICAL LIP THAT OCCURS AT THE FLOW LINE MAY NOT BE GREATER THAN 1/4 INCH.5.RAMP AND FLARED SIDE SURFACE TO BE MEDIUM BROOM FINISH, PERPENDICULAR TO TRAVEL PATH.6.WALK SHALL BE PER MnDOT SPEC 2521 MIX NO. 3A32 WITH A 28-DAY DESIGN STRENGTH OF 3900-PSI.ALAST REVISED:08/15/17PRIVATE PEDESTRIAN CURB RAMPSI092PLAN VIEW OF DIAGONAL RAMPPLAN VIEW OF PERPENDICULAR RAMPSECTION A-AELEVATION OF RAMP32333FACE OFCURB5BACK OFCURB5FACE OFCURBCURB FACEOR GUTTER5% APPROACHSLOPE MAX1/2" PREFORMEDJOINT FILLER MATERIALRAMP 8.33%MAX. SLOPEROUND ALL SLOPEDINTERSECTIONSSIDE FLARE 10%MAX. SLOPECONCRETE WALK8" 5'-4" MIN.5' MIN.4' MIN. ORPER PLAN5' MIN.5'-4" MIN.5' MIN.5' MIN.4' MIN. ORPER PLANRAMP5'-4" MIN.LANDING4' MIN.SIDE FLARE5' MIN.RAMP4' MIN.SIDE FLARE5' MIN.AA1143'-0"7'-0"3'-0"SIGN INSTALLEDIN LANDSCAPE AREAHANDICAP STALL PARKING SIGNINSTALLED IN PARKING LOTNOTE:1.SIGN TO BE 2-SIDED WHERE HANDICAP PARKING STALLS FACE ONE ANOTHER.2.PARKING GRADE IS DEFINED AS EITHER FLOW LINE OF CURB OR PAVEMENT SURFACEAT THE HEAD OF THE STALL.12"LAST REVISED:06/15/19SIGN POST INSTALLATIONSI14CONCRETE CURB &GUTTERCAP REQUIRED2" GALVANIZEDSTEEL PIPE,ROUND, SET INCONCRETEMOWING EDGEPAVEMENT6" STEELCASINGCONCRETEFOOTING2'-0"MIN.10"BOTTOM OF THELOWEST SIGN TOBE MOUNTED60"-66" FROMPARKING GRADE2'-0"MIN.3'-6" MIN. FROSTDEPTH IF GREATERCONCRETE CROSS GUTTERSI06NOTES:1.1/2" PREFORMED JOINT FILLER MATERIAL- AASHTO M2132.CONCRETE GUTTER SHALL BE PER MnDOT SPEC 2531LAST REVISED:08/15/17EXPANSION JOINT(TYP.)SLOPE3/4" per ft3'7"#4 REBARSECTION A-A3' MIN.GUTTER FLOW LINEAA1LAST REVISED:01/09/20B6 STYLE CURB AND GUTTERSI01NOTES:1.EXPANSION JOINT SPACING IS 100'2.MIN. 3" CL. 5 UNDER C.&G.3.CURB SHALL BE PER MnDOT SPEC 25317"8"X"Y"6"13 1/2"Curb TypeXYB612B618B62424"18"12"20"26"32"SLOPE 3/4" PER FT.13R-3"R=3"R=1/2"TIP OUT SLOPE 3/4" PER FT.LAST REVISED:11/29/18FLUSH CURB AND GUTTERSI02-D12"8"20"SLOPE GUTTER TO MATCH(3/4" PER FT. TYP)TIP GUTTER OUT AS REQUIRED3" RADIUS1/2" RADIUS7"1/4" BACK8.5" SERVICE / DOCK1,561 SFCOURTYARDENTRYFUTUREVERTICALCIRCULATION34,977 SFPARKING5,058 SFLOBBY886 SFCOMMON / CIRCULATION2,373 SFBOH444 SFCOMMON / CIRCULATION501 SFRETAIL349 SFRETAIL522 SFRETAIL2,393 SFRETAIL SPACEEXITENTERSPEED RAMP UPSPEED RAMP DOWN0'-0"0'-0"0'-0"0'-0"UPPUBLIC BIKE STORAGE / REPAIR9101112131415232221242531323321?4567834353637383940414243171819202726282930COMMERCIAL/RETAIL SPACEFOOTPRINT = 44,300 SFFFE (HOSPITALITY) = 870.00FFE (OFFICE LOBBY) = 868.00FFE (LOADING DOCK) = 866.00MULTI-FAMILY HOUSINGBUILDING FOOTPRINT = 52,050 SFFFE (RESIDENTIAL) = 870.75PARKING RAMPFOOTPRINT = 23,595 SFFFE = 866.50LOE = 866.50LFE = 866.50TXXX60'-5"60'-5"198'-0"8'-0"8'-0"8'-0"8'-6"8'-6"8'-6"(13) STALLS(10) STALLS CCCCCC120'-10"1'-3"9"ELEVATOR & STAIRSSTAIRAASPEED RAMP UP403938373635343332313029282021111098765427262524230'-0"0'-0"0'-0"0'-0"321C22OPTION C2 - GROUND LEVELBB41424344454648495051525347PUBLIC BIKE STORAGE / REPAIR19PASS-THROUGHRAMP ACCESSPEDESTRIANRAMP ACCESSVEHICLEXXXXXXXXWAT CTVCTVCTVCTVCTV CTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVXXXXXX STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO STO STOSTOSTOSTO ST OSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSANSANSANSANSANSANSAN WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT70.00WEST 70TH STREET110N. LINE OF SEC. 32, TWP. 28, RGE. 24NW CORNER OF SEC. 32,70.00N89°50'44"E 505.00S00°11'54"E 496.57S89°48'06"W 524.96N00°12'08"W 476.97 28.27N44°49'18"EMT STSTSTSTSTSTSTTVTVHHTTTTSTO STOSTOSTOSTOSTOSTOSAABBBBBAAAAAAAAGGEEEGGEEEGEEGKEEECBGCBCBCBCBCBCBCBCBGEBBBBBBBGEEECBGLLLOBKBLBKCAHEKBEBBCAWALKCCIP PLANT BED CURBDCIP RETAINING WALLELIMESTONE FEATURESTREE GRATESFBENCH FEATURESGWASTE AND RECYCLINGHBIKE RACKSICANOPY/ PERGOLA FEATUREJSCULPTURAL/ ART MOMENTPLAN KEYNOTES:BPLANTING BEDKSTAIR W/ HANDRAILSLMRETAINING WALLNSIGNAGEOTABLE AND CHAIRS CONCRETE PAVINGDECORATIVE PAVING ADECORATIVE PAVING BTURFPLANT BEDSTORM FILTRATION FEATURELANDSCAPE SITE PLAN HATCH LEGEND:SITE PLAN01L1.0 20'40'10'0'SCALE:1"=20'SignatureTyped or Printed NameLicense #DatePROJECT NUMBERDRAWN BYCHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNO T FO RCONSTRUCTION I hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of Minnesota9/10/2021 11:30:10 AM 220535JCTM7001 France Office MixedUse (Site B)7001 France OfficeMixed Use (Site B)7001 France Avenue South, Edina, MNNo.DescriptionDateSITE PLAN REVIEW5/13/2022LANDSCAPE ARCHITECT530 N THIRD ST, SUITE 120,MINNEAPOLIS, MN 55102PH: 612.333.3702 FAX: 515.288.8359www.thinkconfluence.comL1.0SITE B LANDSCAPE SITE PLANPLAZA7,415 SF(.17 AC)LINEAL GREENPLAZA10,063 SF(.23 AC) EXITENTERSPEED RAMP UPSPEED RAMP DOWN0'-0"0'-0"0'-0"0'-0"UPPUBLIC BIKE STORAGE / REPAIR9101112131415232221242531323321?4567834353637383940414243171819202726282930COMMERCIAL/RETAIL SPACEFOOTPRINT = 44,300 SFFFE (HOSPITALITY) = 870.00FFE (OFFICE LOBBY) = 868.00FFE (LOADING DOCK) = 866.00MULTI-FAMILY HOUSINGBUILDING FOOTPRINT = 52,050 SFFFE (RESIDENTIAL) = 870.75PARKING RAMPFOOTPRINT = 23,595 SFFFE = 866.50LOE = 866.50LFE = 866.50TXXXPROPOSED FINANCIALINSTITUTIONFOOTPRINT = 6,200 SFFFE = 866.00LFE = 866.00LOE = 866.00XXXXXXXXGAS GAS GAS GASFOFOFOFO FOFOFOFOFOFOFOFOFOFOFOFO FO FO FO FOFOFOFO FO FO FO FO WAT GAS GAS GASCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FOFOFOFOFOFOFOFOTUG TUGCTVCTVCTVCTVCTVCTV CTVCTVCTVCTVCTVCTVCTVCTVCTVCTVXXXXXXFO FO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOXXXX PUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGFND.STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO STOSTO STOSTOSANSANSANSANSANSANSANSTOWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWEST 70TH STREET110N. LINE OF SEC. 32, TWP. 28, RGE. 24N89°50'44"E 505.00S00°11'54"E 496.57S89°48'06"W 524.96N00°12'08"W 476.97 N44°49'18"E EEEEEEEMGGGTSTSTSTSTSTSTSTSTTVTVHHTTTTSTO STOSTOSTOSTOSTOSTOSCONCRETE PAVINGDECORATIVE PAVING ADECORATIVE PAVING BTURFPLANT BEDSTORM FILTRATION FEATURELANDSCAPE SITE PLAN HATCH LEGEND:TREESCODEQTYCOMMON / BOTANICAL NAMECONTCALAs3Sienna Glen Maple / Acer x freemanii `Sienna` TMB & B2.5"CalBn3River Birch (Single Stem) / Betula nigraB & B2.5"CalGi9Northern Acclaim Honey Locust / Gleditsia triacanthos inermis `Harve` TMB & B8"Gc5True North Kentucky Coffeetree / Gymnocladus dioica `UMNSynergy` TMB & B5.5"CalPp4Prairie Gold Aspen / Populus tremuloides `NE Arb`B & B2.5"CalTg1Greenspire Linden / Tilia cordata `Greenspire`B & B4"CalUp5American Elm / Ulmus americana `Princeton`B & B3.5"CalGROUND COVERSCODEQTYCOMMON / BOTANICAL NAMECONTS51,750 sfSOD xsodSf2,938 sfSTORM FILTRATION PLANTINGSflatPerennial Plugs - Dip IrrigationPanicum Shenandoah (Red Switch Grass)/ P. virgatum `Shenandoah`Blue-Eyed Grass/ Sisyrinchium angustifoliumPLANT SCHEDULE SITE B PLANTINGSITE B LANDSCAPE PLANTING PLAN1L1.1 20'40'10'0'SCALE:1"=20'SignatureTyped or Printed NameLicense #DatePROJECT NUMBERDRAWN BYCHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FORCONSTRUCTIONI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of Minnesota9/10/2021 11:30:10 AM 220535JCTM7001 France Office MixedUse (Site B)7001 France OfficeMixed Use (Site B)7001 France Avenue South, Edina, MNNo.DescriptionDateSITE PLAN REVIEW5/13/2022LANDSCAPE ARCHITECT530 N THIRD ST, SUITE 120,MINNEAPOLIS, MN 55102PH: 612.333.3702 FAX: 515.288.8359www.thinkconfluence.comL1.1SITE B LANDSCAPE PLANTINGPLAN TURF @ PLANT BED04L2.01-1/2" - 1'-0"FINISHED GRADE AND EDGECONDITION VARIES - SEE PLANFOR CONDITION.3/16" METAL EDGERW/STAKE, PER SPEC.PLANT BED / GRASS MIXAREA MAY OCCUR, SEE PLAN.11EACH TREE SHALL BE PLANTED SUCHTHAT THE ROOT FLARE IS VISIBLE AT THETOP OF THE ROOT BALL. IF THE ROOTFLARE IS NOT VISIBLE, THE SOIL SHALL BEREMOVED IN A LEVEL MANNER FROM THEROOT BALL TO WHERE THE FIRST MAINORDER ROOT (12" DIA. OR LARGER)EMERGES FROM THE TRUNK. SET MAINORDER ROOT 1" HIGHER THAN ADJACENTGRADE. DO NOT COVER TOP OF ROOTBALL WITH SOIL.SCARIFY SIDES OF TREE PIT WITH SPADEBY HAND TO BIND WITH PREPARED SOIL.PLANTING PIT TO BE TWO TO FIVE TIMESTHE DIAMETER OF ROOT ALL, SLOPEDTAMP SOIL AROUND ROOT BALL BASEFIRMLY WITH FOOT PRESSURE SO THATROOT BALL DOES NOT SHIFT.DRAINAGE TRENCH AS REQUIRED PERPERCOLATION TEST IN SPEC. AUGER A 4"DIA. HOLE & FILL W/ 34" GRAVEL.PLACE ROOT BALL ON UNDISTURBED ORCOMPACTED SOIL.DIG PLANTING PIT 4-6" DEEPER THANROOTBALL.UNDISTURBED SUBGRADE.REMOVE BURLAP, WINE, ROPE ANDWIRE FROM TOP HALF OF ROOT BALL.COMPACT PLANTING SOIL TO85% OF MAXIMUM DRY UNITWEIGHT PER ASTM D 698.EDGE CONDITION VARIES, SEEPLAN.4" BUILT-UP EARTH SAUCERBEYOND EDGE OF ROOT BALL.3" SHREDDED HARDWOODMULCH. DO NOT PLACE MULCHIN CONTACT WITH ROOT FLARE.RODENT TRUNK PROTECTIONFOR DECIDUOUS TREES: 12"HARDWIRE-CLOTH MESHCYLINDER. DIMENSIONS: 8"DIAMETER (OR GREATER) X 36"HEIGHT. STAKE IN PLACE,AVOIDING ROOTS. SEE SPEC.TREE PLANTING DETAIL, TYP.01L2.01/2" = 1'-0"SEE PLAN12"MIN.PREPARE SOIL FORTHE ENTIRE BED4"3" SHREDDED HARDWOOD MULCH. DONOT PLACE MULCH IN CONTACT WITHSHRUB STEM.NOTE: SEE SPECIFICATION SECTIONRELATED TO EXTERIOR PLANTING.CONTAINER GROWN MATERIAL SHALLHAVE ROOTS HAND LOOSENED.MIN.4" DEEPER THAN ROOT BALL.SCARIFY SIDES AND BOTTOM OF ENTIREBED WITH SPADE BY HAND TO BIND WITHPLANTING SOIL.UNDISTURBED SUBGRADE.PLANTING DETAIL, TYP.02L2.01/2" = 1'-0"5' DIAMETER MULCH RING, TYP.12"12"12"12"12"PLANSECTION AFILTRATION BASIN SUBGRADE, SEE CIVILPLANTING SOIL MIX, SEE CIVIL FOR DEPTH,3" HARDWOOD MULCHPLUG, SEE MIX FOR SPECIESA'A1/2" SCALESTORM FEATURE PLUG LAYOUT03L2.01/2" = 1'-0"SEE PLAN SEE PLAN SEEPLANSE E PL A N PLANSECTION A'-AA'ASignatureTyped or Printed NameLicense #DatePROJECT NUMBERDRAWN BYCHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FORCONSTRUCTIONI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of Minnesota9/10/2021 11:30:10 AM 220535JCTM7001 France Office MixedUse (Site B)7001 France OfficeMixed Use (Site B)7001 France Avenue South, Edina, MNNo.DescriptionDateSITE PLAN REVIEW5/13/2022LANDSCAPE ARCHITECT530 N THIRD ST, SUITE 120,MINNEAPOLIS, MN 55102PH: 612.333.3702 FAX: 515.288.8359www.thinkconfluence.comL2.0SITE B LANDSCAPE DETAILS Signature Typed or Printed Name License #Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 5/18/2022 9:50:58 AMA0 EXISTING SITE PHOTOS 222710 JCG ESG 7001 France Office Mixed Use (Site B) 7001 France Office Mixed Use (Site B) 7001 France Avenue South Edina, MN 55435 SITE PLAN REVIEW 5/17/2022 No. Description Date RAMP UP RAMP UP DN 1 A10 2 A11 1 A12 1 A1175 3 C E F K L B A D G 1 H 6 J 24 RAMP DOWN TO P1 174' - 5" 13' - 6"41' - 2"19' - 9"44' - 6"13' - 6"42' - 0"285' - 6"13' - 6"35' - 0"36' - 0"36' - 0"36' - 0"36' - 0"36' - 0"24' - 0"13' - 0"20' - 0"TENANT A TENANT B LOBBY SERVICE LOBBY ELEC LOADING AREA TENANT D VEST. TEANANT C 15' - 6" 3' - 6"3' - 6" 3' - 6" 7 5 3 C E F K L B A D G 1 H 6 J 24 RAMP UP TO L1FUTURE VERTICAL CIRCULATION174' - 5" 13' - 6"41' - 2"19' - 9"44' - 6"13' - 6"42' - 0"285' - 6"13' - 6"35' - 0"36' - 0"36' - 0"36' - 0"36' - 0"36' - 0"24' - 0"13' - 0"20' - 0"? SERVICE SERVICE SERVICESERVICE Signature Typed or Printed Name License # Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 5/18/2022 9:51:00 AMA1 FLOOR PLANS - LEVEL P1 & 1 / ARCHITECTURAL SITE PLAN 222710 SG NPZE 05/05/22 7001 France Office Mixed Use (Site B) 7001 France Office Mixed Use (Site B) 7001 France Avenue South Edina, MN 55435 SITE PLAN REVIEW 5/17/2022 1/16" = 1'-0"A1 1 LEVEL 1 PLAN / ARCHITECTURAL SITE PLAN No. Description Date 1/16" = 1'-0"A1 2 LEVEL P1 PLAN 1 A10 2 A11 1 A12 1 A1175 3 C E F K L B A D G 1 H 6 J 24 4' - 0"UTILITY PIT (BELOW FLOOR LINE L2) ROOF DECK UNOCCUPIED GREEN ROOF5,651 SF174' - 5" 13' - 6"41' - 2"19' - 9"44' - 6"13' - 6"42' - 0"285' - 6"13' - 6"35' - 0"36' - 0"36' - 0"36' - 0"36' - 0"36' - 0"24' - 0"13' - 0"20' - 0"OPEN OFFICE SERVICE LOBBY ELEC EXIT CORRIDOR 1 A10 2 A11 1 A12 1 A1175 3 C E F K B A D G H 6 J 24 132' - 5" 13' - 6"41' - 2"19' - 9"44' - 6"13' - 6"265' - 6"13' - 6"35' - 0"36' - 0"36' - 0"36' - 0"36' - 0"36' - 0"24' - 0"13' - 0"OPEN OFFICE SERVICE LOBBY ELEC WOMEN MEN Signature Typed or Printed Name License # Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 5/18/2022 9:51:03 AMA2 FLOOR PLANS - LEVEL 2 & 3 222710 ESG ESG 05/05/22 7001 France Office Mixed Use (Site B) 7001 France Office Mixed Use (Site B) 7001 France Avenue South Edina, MN 55435 SITE PLAN REVIEW 5/17/2022 1/16" = 1'-0"A2 1 LEVEL 2 PLAN No. Description Date 1/16" = 1'-0"A2 2 LEVEL 3 PLAN 1 A10 2 A11 1 A12 1 A1175 3 C E F K B A D G H 6 J 24 UNOCCUPIED GREEN ROOF4,623 SF265' - 6"13' - 6"35' - 0"36' - 0"36' - 0"36' - 0"36' - 0"36' - 0"24' - 0"13' - 0"132' - 5" 13' - 6"41' - 2"19' - 9"44' - 6"13' - 6" OPEN OFFICE SERVICE LOBBY ELEC 1 A10 2 A11 1 A12 1 A1175 3 C E F K B A D G H 6 J 24 132' - 5" 13' - 6"41' - 2"19' - 9"44' - 6"13' - 6"265' - 6"13' - 6"35' - 0"36' - 0"36' - 0"36' - 0"36' - 0"36' - 0"24' - 0"13' - 0"OPEN OFFICE SERVICE LOBBY ELEC Signature Typed or Printed Name License # Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 5/18/2022 9:51:06 AMA3 FLOOR PLANS - LEVEL 4 & 5 222710 ESG ESG 05/05/22 7001 France Office Mixed Use (Site B) 7001 France Office Mixed Use (Site B) 7001 France Avenue South Edina, MN 55435 SITE PLAN REVIEW 5/17/2022 No. Description Date 1/16" = 1'-0"A3 1 LEVEL 4 PLAN 1/16" = 1'-0"A3 2 LEVEL 5 PLAN 1 A10 2 A11 1 A12 1 A1175 3 C E F K L B A D G H 6 J 24 13' - 6"41' - 2"19' - 9"44' - 6"13' - 6" 118' - 11"13' - 6"35' - 0"36' - 0"36' - 0"36' - 0"36' - 0"36' - 0"24' - 0"13' - 0"20' - 0"285' - 6"OPEN OFFICE 1 A10 2 A11 1 A12 1 A1175 3 C E F K L B A D G H 6 J 24 13' - 6"41' - 2"19' - 9"44' - 6"13' - 6"13' - 6"35' - 0"36' - 0"36' - 0"36' - 0"36' - 0"36' - 0"24' - 0"13' - 0"118' - 11"265' - 6"MECHANICAL LG. CONF. HOSPITALITY FITNESS SM. CONF. ROOF TERRACE ROOF TERRACE UNOCCUPIED GREEN ROOF3,146 SF? ? ? ? ? OPEN OFFICE Signature Typed or Printed Name License # Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 5/18/2022 9:51:08 AMA4 FLOOR PLANS - LEVEL 6 & 7 222710 ESG ESG 05/05/22 7001 France Office Mixed Use (Site B) 7001 France Office Mixed Use (Site B) 7001 France Avenue South Edina, MN 55435 SITE PLAN REVIEW 5/17/2022 No. Description Date 1/16" = 1'-0"A4 1 LEVEL 6 PLAN 1/16" = 1'-0"A4 2 LEVEL 7 AMENITY 2 A11 7 5 3 C E F K L B A D G 1 A0.40-G 1 H 6 J 24 ENCLOSED MECHANICAL AREA 13' - 6"41' - 2"19' - 9"20' - 0"13' - 0"24' - 0"36' - 0"36' - 0"36' - 0"36' - 0"36' - 0"35' - 0"13' - 6"285' - 6"44' - 6"13' - 6"42' - 0" 174' - 5" Signature Typed or Printed Name License # Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 5/18/2022 9:51:09 AMA5 ROOF PLAN 222710 ESG ESG 04/14/22 7001 France Office Mixed Use (Site B) 7001 France Office Mixed Use (Site B) 7001 France Avenue South Edina, MN 55435 SITE PLAN REVIEW 5/17/2022 1/16" = 1'-0"A5 1 ROOF PLAN No. Description Date LEVEL 1100' - 0"LEVEL 2124' - 0"LEVEL L3137' - 0"LEVEL 4150' - 0"LEVEL 5163' - 0"LEVEL 6176' - 0"LEVEL L096' - 0"LEVEL L7 (OFFICEROOF)189' - 0"LEVEL L8(PH ROOF)202' - 0"LEVEL 0.598' - 0"PODIUM HEIGHT54' - 0"STONE BASEARCHITECTURAL STONEGLAZED-IN METAL PANELCURTAINWALL SYSTEMWINDOW WALL SYSTEMWINDOW WALL SYSTEMWINDOW WALL SYSTEM-SPANDREL PANELWOOD-LOOK ACM PANEL AT UNDERSIDEWINDOW WALL SYSTEMWINDOW WALL SYSTEM-SPANDREL PANELMETAL FLASHING AT CAPSignatureTyped or Printed NameLicense #DatePROJECT NUMBERDRAWN BYCHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of Minnesota5/26/2022 11:28:17 AMA10EAST ELEVATION222710ESG ESG05/05/227001 France Office MixedUse (Site B)7001 FranceOffice Mixed Use(Site B)7001 France Avenue SouthEdina, MN 55435BOMA METRICS5.20.221" = 10'-0"A101EAST ELEVATIONNo. Description Date LEVEL 1100' - 0"LEVEL 2124' - 0"LEVEL L3137' - 0"LEVEL 4150' - 0"LEVEL 5163' - 0"LEVEL 6176' - 0"LEVEL L096' - 0"LEVEL L7 (OFFICEROOF)189' - 0"LEVEL L8(PH ROOF)202' - 0"LEVEL 0.598' - 0"STONE BASEARCHITECTURAL STONECURTAINWALL SYSTEMGLAZED-IN METAL PANELWINDOW WALL SYSTEM-SPANDREL PANELWINDOW WALL SYSTEMWOOD-LOOK ACM PANEL AT UNDERSIDEWINDOW WALL SYSTEM-SPANDREL PANELWINDOW WALL SYSTEMPODIUM HEIGHT54' - 0"METAL FLASHING AT CAPLEVEL 1100' - 0"LEVEL 2124' - 0"LEVEL L3137' - 0"LEVEL 4150' - 0"LEVEL 5163' - 0"LEVEL 6176' - 0"LEVEL L096' - 0"LEVEL L7 (OFFICEROOF)189' - 0"LEVEL L8(PH ROOF)202' - 0"LEVEL 0.598' - 0"STONE BASEARCHITECTURAL STONECURTAINWALL SYSTEMGLAZED-IN METAL PANELWINDOW WALL SYSTEMWOOD-LOOK ACM PANEL AT UNDERSIDEWINDOW WALL SYSTEMWINDOW WALL SYSTEM-SPANDREL PANELWINDOW WALL SYSTEMWINDOW WALL SYSTEM-SPANDREL PANELBEYONDPODIUM HEIGHT54' - 0"METAL FLASHING AT CAPSignatureTyped or Printed NameLicense #DatePROJECT NUMBERDRAWN BYCHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of Minnesota5/26/2022 11:29:06 AMA11NORTH & SOUTHELEVATION222710ESG ESG05/05/227001 France Office MixedUse (Site B)7001 FranceOffice Mixed Use(Site B)7001 France Avenue SouthEdina, MN 55435BOMA METRICS5.20.221" = 10'-0"A111NORTH ELEVATION1" = 10'-0"A112SOUTH ELEVATIONNo. Description Date LEVEL 1100' - 0"LEVEL 2124' - 0"LEVEL L3137' - 0"LEVEL 4150' - 0"LEVEL 5163' - 0"LEVEL 6176' - 0"LEVEL L096' - 0"LEVEL L7 (OFFICEROOF)189' - 0"LEVEL L8(PH ROOF)202' - 0"LEVEL 0.598' - 0"PODIUM HEIGHT54' - 0"STONE BASEARCHITECTURAL STONECURTAINWALL SYSTEMGLAZED-IN METAL PANELWINDOW WALL SYSTEMWINDOW WALL SYSTEM-SPANDREL PANELWINDOW WALL SYSTEMWINDOW WALL SYSTEM-SPANDREL PANELWOOD-LOOK ACM PANEL AT UNDERSIDEMETAL FLASHING AT CAPSignatureTyped or Printed NameLicense #DatePROJECT NUMBERDRAWN BYCHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of Minnesota5/26/2022 11:29:43 AMA12WEST ELEVATION222710ESG ESG05/05/227001 France Office MixedUse (Site B)7001 FranceOffice Mixed Use(Site B)7001 France Avenue SouthEdina, MN 55435BOMA METRICS5.20.221" = 10'-0"A121WEST ELEVATIONNo. Description Date Signature Typed or Printed Name License # Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 5/18/2022 9:53:21 AMA13 EXTERIOR RENDERINGS 222710 ESG ESG 05/05/22 7001 France Office Mixed Use (Site B) 7001 France Office Mixed Use (Site B) 7001 France Avenue South Edina, MN 55435 SITE PLAN REVIEW 5/17/2022 No. Description Date VIEW FROM NW VIEW FROM SW VIEW FROM NE VIEW FROM SE Signature Typed or Printed Name License # Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 5/18/2022 9:53:22 AMA14 EXTERIOR MATERIAL PALETTE 222710 ESG ESG 05/05/22 7001 France Office Mixed Use (Site B) 7001 France Office Mixed Use (Site B) 7001 France Avenue South Edina, MN 55435 SITE PLAN REVIEW 5/17/2022 EXTERIOR MATERIALS -LEVEL 1 EXTERIOR MATERIALS -LEVELS 2-7 ARCHITECTURAL STONECURTAINWAL SYSTEM; SSG MULLIONS STONE BASE GLAZED-IN METAL PANEL METAL FLASHING AT ROOFWOOD-LOOK ACM PANEL @ UNDERSIDE OF SOFFITS No. Description Date WINDOW WALL SYSTEM; SSG MULLIONS sheet number sheet title date 500 N 3rd Street, Suite 100, Minneapolis, MN 55401 612-345-2559 phase PIC drawn by MEB project number project name SITE PLAN REVIEW License No.: Name: Signed: I hereby certify that this plan,specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of Minnesota REVISIONS consultants PR ELIM IN A R Y -N O T FO R C O N STRU C TIO N Autodesk Docs://USB Parking Structure/21-008_USB ParkingStructure_mbergPEAX6.rvt6/8/2022 8:52:48 AMG001 05/13/2022 Author General Information & Sheet List 21-008 7001 PARKING FACILITY (SITE C) 7001 France Avenue South Edina, MN 55435 NO. DATE DESCRIPTION 7001 PARKING FACILITY (SITE C) 7001 FRANCE AVE SOUTH EDINA MN 55435 ARCHITECTURAL SHEET LIST 05/13/22 - Site Plan ReviewSHEET NUMBERSHEET NAME General Information x G001 General Information & Sheet List Architecture x A100 FLOOR PLANS - 1ST FLOOR x A101 FLOOR PLANS - 2ND FLOOR x A102 FLOOR PLANS - 3RD-7TH FLOORS TYP x A103 FLOOR PLANS - 8TH FLOOR A110 SITE PLAN x A300 AXONOMETRIC VIEWS x A301 BUILDING ELEVATIONS x A302 BUILDING ELEVATIONS A303 PROJECT IMAGES x A350 RENDERS x A375 EXISTING SITE PHOTOS CIVIL SHEET LIST UP 2A3011 2 A B 3 4 5 6 7 8 19' - 0"26' - 0"36' - 0"36' - 0"36' - 0"26' - 0"19' - 0" 198' - 0" C PUBLIC BIKE STORAGE / REPAIR 272829 2630 36 37 38 2 1 3 5 6 7 8 9 39 40 41 42 43 44 45 46 47 48 17 18 32 3133343560' - 5"60' - 5"120' - 10"--4 1110 19 20 232425 12 13 14 15 16 ENTERSPEED RAMP UP ONE WAY ONE WAY ONE WAYONE WAYSPEED RAMP DOWN EXIT ENTER EXIT 21 22 PEDESTRIAN ENTRANCE GATE ARMS REMAIN OPEN DURING BUSINESS HOURS GATE ARMS REMAIN CLOSED DURING BUSINESS HOURS NO ACCESS CONTROL AFTER BUSINESS HOURS PUBLIC VEHICLE ENTRANCE CONTRACT VEHICLE ENTRANCE (PUBLIC ENTRANCE AFTER BUSINESS HOURS ACCESS CARD READER sheet number sheet title date 500 N 3rd Street, Suite 100, Minneapolis, MN 55401 612-345-2559 phase PIC drawn by MEB project number project name SITE PLAN REVIEW License No.: Name: Signed: I hereby certify that this plan,specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of Minnesota REVISIONS consultants PR ELIM IN A R Y -N O T FO R C O N STRU C TIO N Autodesk Docs://USB Parking Structure/21-008_USB ParkingStructure_mbergPEAX6.rvt6/8/2022 8:52:33 AMA100 05/13/2022 SA FLOOR PLANS - 1ST FLOOR 21-008 7001 PARKING FACILITY (SITE C) 7001 France Avenue South Edina, MN 55435 1/8" = 1'-0"1 LEVEL 1 NOTE: PARKING STRUCTURE IS COMPLIANT WITH 5% EV PARKING PROVIDED AND 10% WIRED FOR FUTURE EV NO. DATE DESCRIPTION DN UP 1 2 A B 3 4 5 6 7 8 C 11 12 21 22 23 25 10 9 8 7 6 5 4 3 2 1 13 14 15 16 17 18 19 20 55 56 57 58 59 60 61 62 63 64 65 66 67 50 49 48 19' - 0"26' - 0"36' - 0"36' - 0"36' - 0"26' - 0"19' - 0" 198' - 0"60' - 5"60' - 5"120' - 10"4041424344454647 39 28 29 30 31 32 34 35 36 37 33 51525354 --24 26 27 38 sheet number sheet title date 500 N 3rd Street, Suite 100, Minneapolis, MN 55401 612-345-2559 phase PIC drawn by MEB project number project name SITE PLAN REVIEW License No.: Name: Signed: I hereby certify that this plan,specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of Minnesota REVISIONS consultants PR ELIM IN A R Y -N O T FO R C O N STRU C TIO N Autodesk Docs://USB Parking Structure/21-008_USB ParkingStructure_mbergPEAX6.rvt6/8/2022 8:52:35 AMA101 05/13/2022 SA FLOOR PLANS - 2ND FLOOR 21-008 7001 PARKING FACILITY (SITE C) 7001 France Avenue South Edina, MN 55435 1/8" = 1'-0"1 LEVEL 2 NOTE: PARKING STRUCTURE IS COMPLIANT WITH 5% EV PARKING PROVIDED AND 10% WIRED FOR FUTURE EV NO. DATE DESCRIPTION DN 1 2 A B 3 4 5 6 7 8 C 8 7 6 5 4 3 2 1 10 11 20 21 22 23 241213141516171819 26 80 79 78 77 76 75 74 73 72 71 70 69 68 65 66 67 9 25 27 28 29 30 31 32 33 34 35 36 61 62 63 64555657585960 373839404142434445464748495051525354 19' - 0"26' - 0"36' - 0"36' - 0"36' - 0"26' - 0"19' - 0" 198' - 0"60' - 5"60' - 5"120' - 10"--sheet number sheet title date 500 N 3rd Street, Suite 100, Minneapolis, MN 55401 612-345-2559 phase PIC drawn by MEB project number project name SITE PLAN REVIEW License No.: Name: Signed: I hereby certify that this plan,specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of Minnesota REVISIONS consultants PR ELIM IN A R Y -N O T FO R C O N STRU C TIO N Autodesk Docs://USB Parking Structure/21-008_USB ParkingStructure_mbergPEAX6.rvt6/8/2022 8:52:38 AMA102 05/13/2022 SA FLOOR PLANS - 3RD-7TH FLOORS TYP 21-008 7001 PARKING FACILITY (SITE C) 7001 France Avenue South Edina, MN 55435 1/8" = 1'-0"1 LEVEL 3 NOTE: PARKING STRUCTURE IS COMPLIANT WITH 5% EV PARKING PROVIDED AND 10% WIRED FOR FUTURE EV NO. DATE DESCRIPTION 1 2 A B 3 4 5 6 7 8 C 19' - 0"26' - 0"36' - 0"36' - 0"36' - 0"26' - 0"19' - 0" 198' - 0"60' - 5"60' - 5"120' - 10"16 15 14 13 12 11 10 9 8 7 6 --12345 17 18 19 20 21 22 sheet number sheet title date 500 N 3rd Street, Suite 100, Minneapolis, MN 55401 612-345-2559 phase PIC drawn by MEB project number project name SITE PLAN REVIEW License No.: Name: Signed: I hereby certify that this plan,specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of Minnesota REVISIONS consultants PR ELIM IN A R Y -N O T FO R C O N STRU C TIO N Autodesk Docs://USB Parking Structure/21-008_USB ParkingStructure_mbergPEAX6.rvt6/8/2022 8:52:40 AMA103 05/13/2022 SA FLOOR PLANS - 8TH FLOOR 21-008 7001 PARKING FACILITY (SITE C) 7001 France Avenue South Edina, MN 55435 1/8" = 1'-0"1 LEVEL 8 NOTE: PARKING STRUCTURE IS COMPLIANT WITH 5% EV PARKING PROVIDED AND 10% WIRED FOR FUTURE EV NO. DATE DESCRIPTION Level 1 0' -0" Level 2E 17' -0" Level 3E 27' -8" Level 4E 38' -4" Level 5E 49' -0" Level 6E 59' -8" Level 7E 70' -4" FOUNDATION -8' -0" Level 2W11' -8" Level 3W22' -4" Level 4W33' -0" Level 5W43' -8" Level 6W54' -4" Level 7W65' -0" Level 875' -8" Level 1 0' -0" Level 2E 17' -0" Level 3E 27' -8" Level 4E 38' -4" Level 5E 49' -0" Level 6E 59' -8" Level 7E 70' -4" FOUNDATION -8' -0" Level 2W11' -8" Level 3W22' -4" Level 4W33' -0" Level 5W43' -8" Level 6W54' -4" Level 7W65' -0" Level 875' -8" sheet number sheet title date 500 N 3rd Street, Suite 100, Minneapolis, MN 55401 612-345-2559 phase PIC drawn by MEB project number project name SITE PLAN REVIEW License No.: Name: Signed: I hereby certify that this plan,specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of Minnesota REVISIONS consultants PR ELIM IN A R Y -N O T FO R C O N STRU C TIO N Autodesk Docs://USB Parking Structure/21-008_USB ParkingStructure_mbergPEAX6.rvt6/8/2022 8:52:44 AMA300 05/13/2022 SA AXONOMETRIC VIEWS 21-008 7001 PARKING FACILITY (SITE C) 7001 France Avenue South Edina, MN 55435 1 VIEW FROM NORTHEAST 2 VIEW FROM SOUTHWEST NO. DATE DESCRIPTION Level 1 0' -0" Level 2E 17' -0" 1 2 3 4 5 6 7 8 Level 3E 27' -8" Level 4E 38' -4" Level 5E 49' -0" Level 6E 59' -8" Level 7E 70' -4" Level 2W 11' -8" Level 3W 22' -4" Level 4W 33' -0" Level 5W 43' -8" Level 6W 54' -4" Level 7W 65' -0" Level 8 75' -8" 5 7 8 4 10 7 11 4 6 2 Level 1 0' -0" Level 2E 17' -0" AB Level 3E 27' -8" Level 4E 38' -4" Level 5E 49' -0" Level 6E 59' -8" Level 7E 70' -4" FOUNDATION -8' -0" C CONTRACT PARKING VEHICLE ENTRANCE 2 7 12 6 4 1 5 10 5 12 S I G N A G ESIGNAGE SIGNAGE 13 PUBLIC PARKING VEHICLE ENTRANCE SIGNAGE SIGNAGE 12 11 1 ARCHITECTURAL STONE -ACID ETCHED 2 PRECAST CONCRETE -FORM FINISHED 3 CONCRETE -POLISHED FINISH 4 PERFORATED METAL PANEL -LARGE FOLD WIDTH 5 PERFORATED METAL PANEL -MEDIUM FOLD WIDTH 6 PERFORATED METAL PANEL -VARYING FOLD WIDTH 7 OPEN FRAME 8 SOLAR PANELS 9 GLASS STOREFRONT SYSTEM 10 WOOD-LOOK SCREEN EXTERIOR MATERIALS 11 CABLE RAIL 12 POTENTIAL SIGNAGE AREA 13 PARKING STRUCTURE SIGN sheet number sheet title date 500 N 3rd Street, Suite 100, Minneapolis, MN 55401 612-345-2559 phase PIC drawn by MEB project number project name SITE PLAN REVIEW License No.: Name: Signed: I hereby certify that this plan,specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of Minnesota REVISIONS consultants PR ELIM IN A R Y -N O T FO R C O N STRU C TIO N Autodesk Docs://USB Parking Structure/21-008_USB ParkingStructure_mbergPEAX6.rvt6/8/2022 8:52:45 AMA301 05/13/2022 SA BUILDING ELEVATIONS 21-008 7001 PARKING FACILITY (SITE C) 7001 France Avenue South Edina, MN 55435 1/8" = 1'-0"1 SOUTH 1/8" = 1'-0"2 EAST SOLAR POWER OUTPUT (PHOTO-VOLTAIC SYSTEM): (108) 370W PANELS PRODUCING 39.96kW DC OVER THE 25 YEAR WARRENTY LIFE OF THE PHOTOVOLTAIC INSTALLATION, THE SYSTEM WILL PRODUCE 900,000 KILOWATT- HOURS OF ELECTRICITY, WHICH IS ENOUGH ELECTRICITY TO POWER 124 HOMES FOR ONE YEAR. NO. DATE DESCRIPTION Level 1 0' -0" Level 2E 17' -0" 12345678 Level 3E 27' -8" Level 4E 38' -4" Level 5E 49' -0" Level 6E 59' -8" Level 7E 70' -4" Level 2W 11' -8" Level 3W 22' -4" Level 4W 33' -0" Level 5W 43' -8" Level 6W 54' -4" Level 7W 65' -0" Level 8 75' -8" PEDESTRIAN ENTRANCE 9 9 2 6 9 7 2 10 12 SIGNAGE 13 11 Level 1 0' -0" A B Level 2W 11' -8" Level 3W 22' -4" Level 4W 33' -0" Level 5W 43' -8" Level 6W 54' -4" Level 7W 65' -0" Level 8 75' -8" C 1 5 4 7 2 11 6 10 12 S I G N A G E 1 ARCHITECTURAL STONE -ACID ETCHED 2 PRECAST CONCRETE -FORM FINISHED 3 CONCRETE -POLISHED FINISH 4 PERFORATED METAL PANEL -LARGE FOLD WIDTH 5 PERFORATED METAL PANEL -MEDIUM FOLD WIDTH 6 PERFORATED METAL PANEL -VARYING FOLD WIDTH 7 OPEN FRAME 8 SOLAR PANELS 9 GLASS STOREFRONT SYSTEM 10 WOOD-LOOK SCREEN EXTERIOR MATERIALS 11 CABLE RAIL 12 POTENTIAL SIGNAGE AREA 13 PARKING STRUCTURE SIGN sheet number sheet title date 500 N 3rd Street, Suite 100, Minneapolis, MN 55401 612-345-2559 phase PIC drawn by MEB project number project name SITE PLAN REVIEW License No.: Name: Signed: I hereby certify that this plan,specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of Minnesota REVISIONS consultants PR ELIM IN A R Y -N O T FO R C O N STRU C TIO N Autodesk Docs://USB Parking Structure/21-008_USB ParkingStructure_mbergPEAX6.rvt6/8/2022 8:52:47 AMA302 05/13/2022 Author BUILDING ELEVATIONS 21-008 7001 PARKING FACILITY (SITE C) 7001 France Avenue South Edina, MN 55435 1/8" = 1'-0"1 NORTH 1/8" = 1'-0"2 West NO. DATE DESCRIPTION sheet number sheet title date 500 N 3rd Street, Suite 100, Minneapolis, MN 55401 612-345-2559 phase PIC drawn by MEB project number project name SITE PLAN REVIEW License No.: Name: Signed: I hereby certify that this plan,specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of Minnesota REVISIONS consultants PR ELIM IN A R Y -N O T FO R C O N STRU C TIO N Autodesk Docs://USB Parking Structure/21-008_USB ParkingStructure_mbergPEAX6.rvt6/8/2022 8:52:47 AMA350 05/13/2022 SA RENDERS 21-008 7001 PARKING FACILITY (SITE C) 7001 France Avenue South Edina, MN 55435 ARCHITECTURAL STONE ALUMINUM - ANODIZED/PERFORATED (THREE SCALES) WOOD LOOK SCREEN CONCRETE - FORM FINISHED 1 - VIEW FROM NORTH ( N 71ST ST)2 - VIEW FROM WEST (US BANK LOT) 3 - VIEW FROM SOUTH 4 -VIEW FROM EAST (DREW AVE) CONCRETE - BLACK POLISHED EXTERIOR MATERIAL KEY FINAL COLORS, AGGFREGATE, AND FINISH TO BE COMPLIMENTARY WITH WHOLE DEVELOPMENT NO. DATE DESCRIPTION sheet number sheet title date 9800 Bren Road East ,Suite 290 Hopkins, Minnesota 55343 612-345-2559 phase PIC drawn by MEB project number project name DD License No.: Name: Signed: I hereby certify that this plan,specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of Minnesota revisions no. date description Autodesk Docs://USB Parking Structure/21-008_USB ParkingStructure_mbergPEAX6.rvt6/8/2022 8:52:47 AMA375 05/13/2022 Author EXISTING SITE PHOTOS 21-008 7001 PARKING FACILITY (SITE C) VIEW FROM NORTHEAST CORNER OF SITE LOOKING NORTH VIEW FROM NORTHEAST CORNER OF SITE LOOKING EAST VIEW FROM SOUTH SIDE OF SITE LOOKING SOUTHEASTVIEW FROM EAST SIDE OF SITE LOOKING WEST 1 221682v1 (Site A-Residential Tower) 174913015.3 (reserved for recording information) SITE IMPROVEMENT PERFORMANCE AGREEMENT CITY OF EDINA 70th AND FRANCE AVENUE REDEVELOPMENT Site A THIS SITE IMPROVEMENT PERFORMANCE AGREEMENT (“Agreement”) dated June 21, 2022, by and between the CITY OF EDINA, a Minnesota municipal corporation (“City”) and MDI FRANCE AVENUE, LLC, a Minnesota limited liability company, and its permitted assignees (“Developer”). 1. BACKGROUND. A. Developer has applied to develop the following legally described property in the City of Edina, Minnesota: Lot 2, Block 1, A M N Addition, Hennepin County, Minnesota (hereinafter referred to as the “Subject Property”), into a 24-story, 267 dwelling unit apartment building with 1,500 square feet of retail space and above ground structured parking (“Development” or “Project”). B. The City and Developer entered into a Development Contract and Planned Unit Development Agreement dated March 24, 2022, and recorded March 29, 2022, with the Hennepin County 2 221682v1 (Site A-Residential Tower) 174913015.3 Registrar of Titles as Document No. 5932702 (“Development Contract”). The Development Contract includes the development of the Subject Property and three adjoining properties owned by Developer. C. As part of the Development Contract, the City rezoned the Subject Property to Planned Unit Development (“PUD”). A Site Improvement Performance Agreement is required for the PUD. D. This Agreement and the improvements and construction performed pursuant to this Agreement shall address the work performed on the Subject Property and shall not address the improvements or construction to be performed pursuant to the Development Contract. 2. RIGHT TO PROCEED. On the Subject Property, the Developer may not grade or otherwise disturb the earth, remove trees, construct private improvements, or any buildings until all the following conditions have been satisfied: 1) this Agreement has been fully executed by both parties and filed with both the City Clerk and the Hennepin County Recorder / Registrar of Title’s Office; 2) the required security has been received by the City; and 3) the required insurance has been received by the City. 3. PLANS. The Subject Property shall be developed in accordance with the following Development Plans (“Plans”) which are on file with the City. The Plans shall not be attached to this Agreement. If the Plans vary materially from the written terms of this Agreement, the written terms shall control. The Plans are: Final Development Plan set date stamped June 14, 2022, prepared by Westwood and ESG Existing Conditions and Removal Plans date stamped June 14, 2022 Site Plans date stamped June 14, 2022, prepared by Westwood Grading Plans date stamped June 14, 2022, prepared by Westwood Utility Plans date stamped June 14, 2022, prepared by Westwood Final Building Plans date stamped June 14, 2022, prepared by ESG 3 221682v1 (Site A-Residential Tower) 174913015.3 Prior to the Developer’s initiating construction, Developer will submit final construction drawings for the City’s review and approval. Following the City’s approval of those final construction drawings, the term “Plans” as used in this Agreement will include the approved final construction drawings. In the event of a conflict between the approved final construction drawings and the above referenced Plans, the approved final construction drawings will control. The Developer may request changes to the Plans. Plan changes deemed non-material, pursuant to City ordinances, can be reviewed and approved by City staff. Material Plan changes (such as building height, exterior appearance and traffic flow) shall require approval by the City Council. 4. EROSION CONTROL. Prior to initiating construction, the Erosion Control Plan shall be implemented by the Developer and inspected and approved by the City. All areas disturbed by the grading operations shall be stabilized per the Minnesota Pollution Control Agency (“MPCA”) Stormwater Permit for Construction Activity. Seed shall be in accordance with the City's current seeding specification, which may include temporary seed to provide ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the MPCA Stormwater Permit for Construction Activity or with the Erosion Control Plan or any schedule of supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. If the Developer does not reimburse the City for any cost the City incurred for such work within thirty (30) days of receipt of notice thereof, the City may draw on the letter of credit to pay any costs. No development or utility construction will be allowed on the Subject Property and no building permits will be issued for the Subject Property unless the Subject Property is in full compliance with the approved Erosion Control Plan. 4 221682v1 (Site A-Residential Tower) 174913015.3 5. LICENSE. Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the Subject Property to perform (a) all work permitted to be performed by the City under this Agreement, and (b) all inspections deemed appropriate by the City in conjunction with site development. 6. CONSTRUCTION ACCESS. Construction traffic access and egress must be in accordance with a construction management plan, which will be provided by Developer per the Development Contract and reasonably approved by the City prior to the commencement of construction. 7. IMPROVEMENTS. The Developer shall construct and the following improvements: A. Public Improvements: An 8-foot wide public sidewalk along France Avenue adjacent to the referenced site. An 10-foot wide public sidewalk along 70th Street adjacent to the referenced site. Phase 2 of 71st Street and the Drew Ave connection including watermain and sanitary sewer with connections at 70th Street as shown in the submitted plans. B. Private Improvements: Phase 2 of 71st Street, Ewing Avenue and Drew Avenue including concrete curb and gutter, base and wear course bituminous paving, and storm sewer systems. Internal sidewalks Outdoor plaza on Lot 1 Complete the landscaping as shown on the submitted plans. The Public Improvements and the Private Improvements shall be installed in accordance with City ordinances and the Plans approved by the City. Grading, construction activity, and the use of power equipment are prohibited between the hours of 9 o’clock p.m. and 7 o’clock a.m. The Plans for Private and Public Improvements shall be prepared by a competent registered professional engineer and submitted to 5 221682v1 (Site A-Residential Tower) 174913015.3 the City for approval by the City Engineer. The Developer shall instruct its engineer to provide adequate field inspection personnel to assure an acceptable level of quality control to the extent that the Developer’s engineer will be able to certify that the construction work complies with City standard specifications and ordinances and the Plans as a condition of City acceptance. In addition, the City may, at the City’s discretion and at the Developer’s expense, have one or more City inspectors and a soil engineer inspect the work on a part-time basis. The Developer, its contractors and subcontractors, shall follow all reasonable instructions received from the City’s inspectors. The Developer’s engineer shall provide for on-site project management. The Developer’s engineer is responsible for design changes and contract administration between the Developer and the Developer’s contractor. The Developer or its engineer shall schedule a pre-construction meeting at a mutually agreeable time at the City with all parties concerned, including the City staff, to review the program for the construction work. Within thirty (30) days after the completion of the Private and Public Improvements and before the security is released, the Developer shall supply the City with a complete set of reproducible “as constructed” plans and an electronic file of the “as constructed” plans that satisfy the City’s record drawings requirements (the “Record Drawings”). The Record Drawings shall be submitted prior to the Developer receiving an occupancy permit for any building on the Subject Property. 8. DEWATERING. Due to the variable nature of groundwater levels and stormwater flows, it is the Developer’s responsibility to satisfy itself with regard to the elevation of groundwater and to perform any necessary dewatering and storm flow routing. All dewatering shall be in accordance with applicable laws and regulations. 9. TIME OF PERFORMANCE. The Developer shall install the Public Improvements within thirty-six (36) months after issuance of the necessary permits for the Public Improvements. 10. CLEAN UP. The Developer shall clean dirt and debris from streets that has resulted from the construction work by the Developer, subcontractors, their agents or assigns. Prior to any construction 6 221682v1 (Site A-Residential Tower) 174913015.3 on the Subject Property, the Developer shall identify in writing a responsible party and schedule for erosion control, street cleaning, and street sweeping. 11. OWNERSHIP OF IMPROVEMENTS. Upon completion of the work and construction required by this Agreement and final acceptance by the City Engineer, the Public Improvements shall become City property without further notice or action, and will thereafter be maintained by the City as public property. Prior to acceptance of the Public Improvements by the City, the Developer must furnish the following affidavits: Contractor’s Certificate Engineer’s Certificate Developer’s Certificate certifying that all construction has been completed in accordance with the terms of this Agreement. Upon receipt of affidavits and verification by the City Engineer, the City Engineer will accept the completed Public Improvements. Within thirty (30) days after the acceptance of the Public Improvements and before the security is released, the Developer shall supply the City with a complete set of reproducible Record Drawings as described in Section 7. The City’s standard specifications for utility construction identify the procedures for final acceptance of utilities. 12. CITY ENGINEERING ADMINISTRATION AND CONSTRUCTION OBSERVATION. The Developer shall pay for the City’s in-house engineering administration. City engineering administration will include monitoring of construction observation, consultation with Developer and its engineer on status or problems regarding the Project, coordination for final inspection and acceptance, Project monitoring during the warranty period, and processing of requests for reduction in security. 13. SECURITY REQUIREMENTS. To guarantee compliance with the terms of this Agreement, payment of the costs of all Public and Private Improvements, and construction of all Public and 7 221682v1 (Site A-Residential Tower) 174913015.3 Private Improvements in accordance with the Plans, the Developer shall, before the Developer may proceed with the construction of the Public and Private Improvements, furnish the City with a letter of credit in the form attached hereto as Exhibit “A”, from a bank approved by the City for $750,000, plus a cash fee of $5,000 for City engineering, expenses and administration (the "Security"). The bank shall be authorized to do business in the State of Minnesota, and shall provide a Minnesota office for presentment of the Letter of Credit or other alternative acceptable to the City. The Security shall extend through completion and acceptance (including the expected warranty period) by the City of the Development Work. The City may draw down the Security, on thirty (30) days written notice to the Developer, to cure any violation of the terms of this Agreement which is not cured within said thirty (30) day period. If the violation reasonably requires more than thirty (30) days to cure and Developer commences the cure within such thirty-day period and is diligently proceeding with such cure, the Developer shall have additional time to complete the cure prior to a draw on the Security. If the Public and Private Improvements are not completed and accepted by the City at least thirty (30) days prior to the expiration of the letter of credit (as the same may be extended), the City may also draw it down upon thirty (30) days prior notice if the letter of credit is not extended to the date when the Public and Private Improvements are scheduled to be completed. If the Security is drawn down, the proceeds shall be used to cure the default. Upon receipt of proof satisfactory to the City that a portion of the Public or Private Improvements have been substantially completed in accordance with the Plans and financial obligations to the City in connection with such portion have been satisfied, with City approval the Security may be reduced from time to time by ninety percent (90%) of the financial obligations that have been satisfied. Ten percent (10%) of the Security shall be retained as security until all Public and Private Improvements have been completed, all financial obligations to the City satisfied, the required "as constructed" plans have been received by the City, a warranty security is provided (as set forth in Section 14 below), and the Public Improvements are accepted by the City Engineer. The City’s standard 8 221682v1 (Site A-Residential Tower) 174913015.3 specifications for utility and street construction outline procedures for security reductions. If the City has not previously drawn on the Security in accordance with the preceding sentence, then, upon the Developer’s satisfaction of the conditions precedent to the City Engineer’s acceptance of the Public and Private Improvements, the City Engineer’s acceptance of the Public Improvements in accordance with this Agreement, and the Developer’s delivery of the maintenance bonds or other security as described in Section 14, the City shall return the Security to the Developer within 30 days. 14. WARRANTY. The Developer warrants all Public and Private Improvements required to be constructed by it pursuant to this Agreement against poor material and faulty workmanship. The warranty period for all Public Improvements is one year and shall commence following completion and acceptance by City Engineer. The Developer shall post or cause its contractor to post maintenance bonds in the amount of twenty-five percent (25%) of final certified construction costs of the Public Improvements to secure the warranties. The City shall retain ten percent (10%) of the security posted by the Developer until the maintenance bonds are furnished to the City or until the one (1) year warranty period expires, whichever first occurs. The retainage may be used to pay for warranty work. 15. PARK DEDICATION. A park dedication fee shall be paid at the time of approval of a building permit for the residential uses. The Dedication shall be $5,000.00 per unit. The value of the 7,500 square foot public plaza on Site B shall be considered by the City for a reduction in the total amount of the park dedication fee on Site A. 16. SPECIAL PROVISIONS. A. The Developer shall comply with conditions outlined in City Resolution No. 2021- 103 and City Resolution No. 2022-53 to the extent applicable to the Subject Property. 9 221682v1 (Site A-Residential Tower) 174913015.3 B. The Developer shall comply with the conditions outlined in the Director of Engineering’s memo dated October 7, 2021, and the Fire Marshal’s and Building Official’s memo dated October 7, 2021, to the extent applicable to the Subject Property. C. The storm water management and other site environmental design features will conform with best practices and innovations and Developer shall receive City approval. D. Developer will pursue green and sustainable building practices aligned with the sustainable design questionnaire dated October 5, 2021. E. All buildings must comply with City Code Section 36-618(11) regarding building materials and transparency. F. The Final Lighting Plan must meet all minimum requirements pursuant City Code Section 36-1260 and receive City’s review and approval of such plan. G. Developer shall install code compliant bike racks near the building entrances as shown on the Plans. H. Developer’s installation of the roof-top mechanical equipment shall be screened pursuant City Code Section 36-1459 and shall receive City’s review and approval of such plan. I. Developer shall obtain and submit to the City for approval a copy of the Nine Mile Creek Watershed District permit prior to issuance of a building permit. The City may require revisions to the approved plans to meet the District’s requirements. J. The Developer shall provide a performance bond, letter of credit or cash deposit to the City for one and one-half times the cost amount for completing the required landscaping, screening, or erosion control measures at the time of the first building permit, which security will be refunded to Developer after one (1) year. 10 221682v1 (Site A-Residential Tower) 174913015.3 K. The Developer shall comply with the Spack Consulting Traffic & Parking Study recommendations and the updated Wenck Traffic and Parking Study, to the extent the recommendations apply to this development. L. The Developer/property owner shall be responsible for the maintenance of internal sidewalks and drive aisle. The City will snow plow a 5-foot path of the sidewalk on 70th and France Avenue and the property owner will be responsible for the remaining areas. M. Public Art valued at a minimum of $300,000 total, with $240,000 on Site B and $60,000 on Site A. N. Developer shall abide by all the terms and conditions of the Development Contract to the extent they apply to the Subject Property. O. Park dedication shall be paid at the time of approval of a building permit for the residential uses. Dedication shall be $5,000 per unit. The value of the 7,500 square foot park/public space shall be considered for a reduction in the total amount. P. Prior to issuance of a building permit for Site A, the applicant/developer must pay the buy-in amount for affordable housing of $3,375,000.00 million dollars for the City of Edina to provide affordable housing elsewhere in the City. 17. RESPONSIBILITY FOR COSTS. A. The Developer shall pay all reasonable costs incurred by it or the City in conjunction with the installation of the Public Improvements, including but not limited to legal, planning, engineering and inspection expenses incurred in connection therewith, the preparation of this Agreement, and the review of any other plans and documents related thereto. B. Except in the case of the negligence or willful misconduct of the City or its officers, employees, and agents, the Developer shall indemnify and hold the City and its officers, employees, and agents harmless from claims made by itself and third parties for damages sustained or costs incurred 11 221682v1 (Site A-Residential Tower) 174913015.3 resulting from Developer’s installation of the Public Improvements, including all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. C. In the event the City is successful in litigation to enforce the terms of this Agreement, the Developer shall reimburse the City for costs incurred in litigation and subsequent enforcement of this Agreement, including reasonable engineering and attorneys' fees. D. The Developer shall pay in full all bills submitted to it by the City for undisputed obligations incurred under this Agreement within thirty (30) days after receipt. If the undisputed bills are not paid on time, the City may halt site development and construction until the bills are paid in full. Bills not paid within thirty (30) days shall accrue interest at the rate of eight percent (8%) per year. 18. MISCELLANEOUS. A. Third parties shall have no recourse against the City or the Developer under this Agreement. B. Breach of the terms of this Agreement by the Developer without cure in the time period provided shall be grounds for denial of building permits. C. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Agreement is for any reason held invalid, such decision shall not affect the validity of the remaining portions of this Agreement. D. The Developer shall pay all reasonable costs incurred by it or the City in conjunction with the installation of the Public Improvements, including but not limited to legal, planning, engineering and inspection expenses incurred in connection therewith, the preparation of this Agreement, and the review of any other plans and documents related thereto. E. Except in the case of the negligence or willful misconduct of the City or its officers, employees, and agents, the Developer shall indemnify and hold the City and its officers, employees, and 12 221682v1 (Site A-Residential Tower) 174913015.3 agents harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from Developer’s installation of the Public Improvements, including all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. F. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Agreement. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Agreement shall not be a waiver or release. G. This Agreement shall run with the land and may be recorded against the title to the Subject Property. H. The Developer and its contractors shall acquire commercial general liability insurance covering personal injury, including death, and claims for property damage which may arise out of the Developer's work or the work of their subcontractors or by one directly or indirectly employed by any of them. Limits for such insurance shall be in a combination single limit policy of $1,000,000 or more. The City shall be named as an additional insured on the policy on a primary and noncontributory basis, and the Developer and contractors shall file with the City a certificate evidencing coverage. The Developer and contractors must provide a Certificate of Insurance which meets the following requirements: 1. The Description section of the Accord form needs to read “City of Edina is named as Additional Insured with respect to the General Liability and Auto Liability policies on a Primary and Non-Contributory Basis.” 2. Certificate Holder must be City of Edina. 3. Showing City of Edina named as Additional Insured on a Primary and Non- Contributory Basis. I. The Developer and its general contractor shall obtain Worker’s Compensation Insurance in accordance with the laws of the State of Minnesota, including Employer’s Liability Insurance, to the limit of $100,000.00 each accident. 13 221682v1 (Site A-Residential Tower) 174913015.3 J. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. K. Breach of the terms of this Agreement by the Developer without cure in the time period provided shall be grounds for denial of building permits and for and the halting of all work on, the Subject Property. L. The Developer represents to the City that the Public Improvements comply with all city, county, metropolitan, state, and federal laws and regulations, including but not limited to: subdivision ordinances, zoning ordinances, and environmental regulations. If the City determines that the Public Improvements do not comply, the City may, at its option, refuse to allow construction or development work on the Subject Property until the Developer does comply. Upon the City’s demand, the Developer shall cease work until there is compliance. M. From time to time, when requested by Developer or Developer’s lenders or joint venture partners, the City shall execute and deliver a recordable certificate confirming the satisfaction and completion of the requirements contained in this Agreement. 19. DEVELOPER’S DEFAULT. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any out-of-pocket expense incurred by the City, provided the Developer, except in an emergency as determined by the City, is first given notice of the work in default, not less than thirty (30) days in advance, provided that if the cure requires more than thirty (30) days to cure and 14 221682v1 (Site A-Residential Tower) 174913015.3 Developer commences a cure within such period and is diligently pursuing such cure, the Developer shall have additional time to pursue a cure. This Agreement is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 20. NOTICES. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: MDI FRANCE AVENUE, LLC 700 Meadow Lane North Minneapolis, MN 55422 Attn: Robert J. Solfelt Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by certified mail in care of the City Manager at the following address: Edina City Hall 4801 West 50th Street Edina, MN 55424-1330 21. CERTIFICATE OF COMPLETION. After the Developer has received the final certificate of occupancy for the Improvements and completed the work required under this Agreement, the City Manager will issue a certificate of completion after written request from the Developer. The certificate of completion shall be consistent in form with the certificate of completion issued by the City and shall be in recordable form and may be recorded against the Subject Property. 22. PERMITTED ASSIGNMENT. Developer intends to assign this Agreement to an affiliated joint venture entity prior to development of the Project on the Subject Property. The City consents to such assignment by Developer to this joint venture entity and agrees that following such assignment the original Developer will be released from further responsibility under this Agreement and thereafter all obligations of Developer under this Agreement will be fulfilled by such permitted assignee. 15 221682v1 (Site A-Residential Tower) 174913015.3 [Signature pages follow] 16 221682v1 (Site A-Residential Tower) 174913015.3 CITY: CITY OF EDINA By: __________________________________________ James Hovland, Mayor And __________________________________________ Scott Neal, City Manager STATE OF MINNESOTA ) (ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this ________ day of ______________, 2022, by James Hovland and by Scott Neal, respectively the Mayor and City Manager of the City of Edina, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. ______________________________________________ Notary Public 17 221682v1 (Site A-Residential Tower) 174913015.3 DEVELOPER: MDI FRANCE AVENUE, LLC, a Minnesota limited liability company By ___________________________________ Name Title STATE OF MINNESOTA ) ) ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this ______ day of ______________, 2022, by ______________________, the ______________________ of MDI FRANCE AVENUE, LLC, a Minnesota limited liability company, on behalf of such limited liability company. ______________________________________ Notary Public DRAFTED BY: CAMPBELL, KNUTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 DSK EXHIBIT “A” 18 221682v1 (Site A-Residential Tower) 174913015.3 IRREVOCABLE LETTER OF CREDIT No. ___________________ Date: _________________ TO: City of Edina 4801 West 50th Street Edina, Minnesota 55424-1330 Dear Sir or Madam: We hereby issue, for the account of ______________ and in your favor, our Irrevocable Letter of Credit in the amount of $____________, available to you by your draft drawn on sight on the undersigned bank. The draft must: a) Bear the clause, "Drawn under Letter of Credit No. __________, dated ________________, 20___, of (Name of Bank) "; b) State that __________________ is in default, beyond any applicable notice and cure periods, under that certain Site Improvement Performance Agreement between the City of Edina and __________________; c) Be signed and sworn to by the City Manager or Finance Director of the City of Edina; and d) Be presented for payment at (Address of Bank) , on or before 4:00 p.m. on November 30, 20__. This Letter of Credit shall automatically renew for successive one-year terms unless, at least forty-five (45) days prior to the next annual renewal date (which shall be November 30 of each year), the Bank delivers written notice to the Edina Finance Director that it intends to modify the terms of, or cancel, this Letter of Credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty- five (45) days prior to the next annual renewal date addressed as follows: Edina City Manager, Edina City Hall, 4801 W. 50th Street Edina, MN 55424-1330, and is actually received by the City Manager at least thirty (30) days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 600. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. By: ____________________________________ Its ______________________________ 19 221682v1 (Site A-Residential Tower) 174913015.3 MORTGAGE HOLDER CONSENT _______________________________________________________, which holds a mortgage on the Subject Property, the development of which is governed by the foregoing Site Improvement Performance Agreement, which mortgage is dated ______________ and recorded _______________ with the Hennepin County Registrar of Titles as document number ____________, agrees that the Site Improvement Performance Agreement shall remain in full force and effect even if it forecloses on its mortgage. Dated this _____ day of ____________, 2022. ____________________________________ By _________________________ [print name] Its ______________________ [title] STATE OF ______________ ) ) ss. COUNTY OF ____________) The foregoing instrument was acknowledged before me this _______ day of _________________, 2022, by ________________________ the ____________________ of ___________________________ ___________________, a ________________________________, on behalf of the entity. ________________________________________ Notary Public DRAFTED BY: CAMPBELL, KNUTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 DSK 1 221501v3 (Site B Office/Retail Bldg) (reserved for recording information) SITE IMPROVEMENT PERFORMANCE AGREEMENT CITY OF EDINA 70th AND FRANCE AVENUE REDEVELOPMENT Site B THIS SITE IMPROVEMENT PERFORMANCE AGREEMENT (“Agreement”) dated June 21, 2022, by and between the CITY OF EDINA, a Minnesota municipal corporation (“City”) and MDI FRANCE AVENUE, LLC, a Minnesota limited liability company (“Developer”). 1. BACKGROUND. A. The City, U.S. Bank National Association as fee owner, and Mortenson Development, Inc., a Minnesota corporation, as Developer, previously entered into a Development Contract and Planned Unit Development Agreement dated March 24, 2022 and recorded March 29, 2022 as Hennepin County Document No. T5932702 (“Development Contract”). The Development Contract includes the development of four adjoining properties that were owned by U.S. Bank National Association. 2 221501v3 (Site B Office/Retail Bldg) B. On March 24, 2022, U.S. Bank National Association quit claimed to MDI France Avenue, LLC, a Minnesota limited liability company, Lots 1, 2, and 3, Block 1, A M N Addition, pursuant to the Quick Claim Deed recorded on March 29, 2022 as Hennepin County Document No. T5932918. C. As part of the Development Contract, the City rezoned the Subject Property to Planned Unit Development (“PUD”). Development in accordance with the PUD. A Site Improvement Performance Agreement is required for the PUD. D. Developer has applied to develop the following legally described property in the City of Edina, Minnesota: Lots 1, Block 1, A M N Addition, Hennepin County, Minnesota (hereinafter referred to as the “Subject Property”), into a 6-7 story, 105 foot tall, 242,000 s.f. office/commercial building with 128 below grade parking stalls. (“Development” or “Project”). E. This Agreement and the improvements and construction performed pursuant to this Agreement shall address the work performed on the Subject Property and shall not address the improvements or construction to be performed pursuant to the Development Contract. 2. RIGHT TO PROCEED. On the Subject Property, the Developer may not grade or otherwise disturb the earth, remove trees, construct private improvements, or any buildings until all the following conditions have been satisfied: 1) this Agreement has been fully executed by both parties and filed with both the City Clerk and the Hennepin County Recorder / Registrar of Title’s Office; 2) the required security has been received by the City; and 3) the required insurance has been received by the City. 3. PLANS. The Subject Property shall be developed in accordance with the following Development Plans (“Plans”) which are on file with the City. The Plans shall not be attached to this Agreement. If the Plans vary from the written terms of this Agreement, the written terms shall control. The Plans are: Final Development Plan set date stamped June 14, 2022, prepared by Westwood and ESG 3 221501v3 (Site B Office/Retail Bldg) Existing Conditions and Removal Plans date stamped June 14, 2022 Site Plans date stamped June 14, 2022, prepared by Westwood Grading Plans date stamped June 14, 2022, prepared by Westwood Utility Plans date stamped June 14, 2022, prepared by Westwood Final Building Plans date stamped June 14, 2022, prepared by ESG Prior to the Developer’s initiating construction, Developer will submit final construction drawings for the City’s review and approval. Following the City’s approval of those final construction drawings, the term “Plans” as used in this Agreement will include the approved final construction drawings. In the event of a conflict between the approved final construction drawings and the above referenced Plans, the approved final construction drawings will control. The Developer may request changes to the Plans. Plan changes deemed non-material, pursuant to City ordinances, can be reviewed and approved by City staff. Material Plan changes shall require approval by the City Council. 4. EROSION CONTROL. Prior to initiating construction, the Erosion Control Plan shall be implemented by the Developer and inspected and approved by the City. The City may impose additional erosion control obligations if they would be reasonable and beneficial. All areas disturbed by the grading operations shall be stabilized per the Minnesota Pollution Control Agency (“MPCA”) Stormwater Permit for Construction Activity. Seed shall be in accordance with the City's current seeding specification, which may include temporary seed to provide ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the MPCA Stormwater Permit for Construction Activity or with the Erosion Control Plan or any schedule of supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. If the Developer does not reimburse the City for any cost the City incurred for such work within thirty (30) days of receipt of notice 4 221501v3 (Site B Office/Retail Bldg) thereof, the City may draw on the letter of credit to pay any costs. No development or utility construction will be allowed on the Subject Property and no building permits will be issued for the Subject Property unless the Subject Property is in full compliance with the approved Erosion Control Plan. 5. LICENSE. Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the Subject Property to perform (a) all work permitted to be performed by the City under this Agreement, and (b) all inspections deemed appropriate by the City in conjunction with site development. 6. CONSTRUCTION ACCESS. Construction traffic access and egress must be in accordance with a construction management plan, which will be provided by Developer per the Development Contract and reasonably approved by the City prior to the commencement of construction. 7. IMPROVEMENTS. The Developer shall construct and the following improvements: A. Public Improvements: An 8-foot wide public sidewalk along France Avenue adjacent to the referenced site. Phase 1 of 71st Street including watermain and sanitary sewer as shown in the submitted plans. B. Private Improvements: Phase 1 of 71st Street including concrete curb and gutter, base and wear course bituminous paving, and storm sewer systems. Complete the landscaping as shown on the submitted plans. Remove curb cuts and enhance pedestrian connections along Ewing Avenue as shown on the submitted plans. The Public Improvements and the Private Improvements shall be installed in accordance with City ordinances and the Plans approved by the City. Grading, construction activity, and the use of power equipment are prohibited between the hours of 9 o’clock p.m. and 7 o’clock a.m. The Plans for Private and 5 221501v3 (Site B Office/Retail Bldg) Public Improvements shall be prepared by a competent registered professional engineer and submitted to the City for approval by the City Engineer. The Developer shall instruct its engineer to provide adequate field inspection personnel to assure an acceptable level of quality control to the extent that the Developer’s engineer will be able to certify that the construction work complies with City standard specifications and ordinances and the Plans as a condition of City acceptance. In addition, the City may, at the City’s discretion and at the Developer’s expense, have one or more City inspectors and a soil engineer inspect the work on a part-time basis. The Developer, its contractors and subcontractors, shall follow all reasonable instructions received from the City’s inspectors. The Developer’s engineer shall provide for on-site project management. The Developer’s engineer is responsible for design changes and contract administration between the Developer and the Developer’s contractor. The Developer or its engineer shall schedule a pre-construction meeting at a mutually agreeable time at the City with all parties concerned, including the City staff, to review the program for the construction work. Within thirty (30) days after the completion of the Private and Public Improvements and before the security is released, the Developer shall supply the City with a complete set of reproducible “as constructed” plans and an electronic file of the “as constructed” plans that satisfy the City’s record drawings requirements (the “Record Drawings”). The Record Drawings shall be submitted prior to the Developer receiving an occupancy permit for any building on the Subject Property. 8. DEWATERING. Due to the variable nature of groundwater levels and stormwater flows, it is the Developer’s responsibility to satisfy itself with regard to the elevation of groundwater and to perform any necessary dewatering and storm flow routing. All dewatering shall be in accordance with applicable laws and regulations. 9. TIME OF PERFORMANCE. The Developer shall install the Public Improvements within eighteen (18) months after issuance of the necessary permits for the Public Improvements. 6 221501v3 (Site B Office/Retail Bldg) 10. CLEAN UP. The Developer shall clean dirt and debris from streets that has resulted from the construction work by the Developer, subcontractors, their agents or assigns. Prior to any construction on the Subject Property, the Developer shall identify in writing a responsible party and schedule for erosion control, street cleaning, and street sweeping. 11. OWNERSHIP OF IMPROVEMENTS. Upon completion of the work and construction required by this Agreement and final acceptance by the City Engineer, the Public Improvements shall become City property without further notice or action. Prior to acceptance of the Public Improvements by the City, the Developer must furnish the following affidavits: Contractor’s Certificate Engineer’s Certificate Developer’s Certificate certifying that all construction has been completed in accordance with the terms of this Agreement. Upon receipt of affidavits and verification by the City Engineer, the City Engineer will accept the completed Public Improvements. Within thirty (30) days after the acceptance of the Public Improvements and before the security is released, the Developer shall supply the City with a complete set of reproducible Record Drawings as described in Section 7. The City’s standard specifications for utility construction identify the procedures for final acceptance of utilities. 12. CITY ENGINEERING ADMINISTRATION AND CONSTRUCTION OBSERVATION. The Developer shall pay for the City’s in-house engineering administration. City engineering administration will include monitoring of construction observation, consultation with Developer and its engineer on status or problems regarding the Project, coordination for final inspection and acceptance, Project monitoring during the warranty period, and processing of requests for reduction in security. 7 221501v3 (Site B Office/Retail Bldg) 13. SECURITY REQUIREMENTS. To guarantee compliance with the terms of this Agreement, payment of the costs of all Public and Private Improvements, and construction of all Public and Private Improvements in accordance with the Plans, the Developer shall, before the Developer may proceed with the construction of the Public and Private Improvements, furnish the City with a letter of credit in the form attached hereto as Exhibit “A”, from a bank approved by the City for $750,000, plus a cash fee of $5,000 for City engineering, expenses and administration (the "Security"). The bank shall be authorized to do business in the State of Minnesota, and shall provide a Minnesota office for presentment of the Letter of Credit or other alternative acceptable to the City. The Security shall extend through completion and acceptance (including the expected warranty period) by the City of the Development Work. The City may draw down the Security, on five (5) business days written notice to the Developer, to cure any violation of the terms of this Agreement which is not cured within said five (5) business day period. If the violation reasonably requires more than five (5) business days to cure and Developer commences the cure within such five-day period and is diligently proceeding with such cure, the Developer shall have additional time to complete the cure prior to a draw on the Security. If the Public and Private Improvements are not completed and accepted by the City at least thirty (30) days prior to the expiration of the letter of credit (as the same may be extended), the City may also draw it down upon five (5) business days prior notice if the letter of credit is not extended to the date when the Public and Private Improvements are scheduled to be completed. If the Security is drawn down, the proceeds shall be used to cure the default. Upon receipt of proof satisfactory to the City that a portion of the Public or Private Improvements have been substantially completed in accordance with the Plans and financial obligations to the City in connection with such portion have been satisfied, with City approval the Security may be reduced from time to time by ninety percent (90%) of the financial obligations that have been satisfied. Ten percent (10%) of the Security shall be retained as security until all Public and Private Improvements have been completed, all financial obligations 8 221501v3 (Site B Office/Retail Bldg) to the City satisfied, the required "as constructed" plans have been received by the City, a warranty security is provided (as set forth in Section 14 below), and the Public Improvements are accepted by the City Engineer. The City’s standard specifications for utility and street construction outline procedures for security reductions. If the City has not previously drawn on the Security in accordance with the preceding sentence, then, upon the Developer’s satisfaction of the conditions precedent to the City Engineer’s acceptance of the Public and Private Improvements, the City Engineer’s acceptance of the Public Improvements in accordance with this Agreement, and the Developer’s delivery of the maintenance bonds or other security as described in Section 14, the City shall return the Security to the Developer within 30 days. 14. WARRANTY. The Developer warrants all Public and Private Improvements required to be constructed by it pursuant to this Agreement against poor material and faulty workmanship. The warranty period for all Public Improvements is one year and shall commence following completion and acceptance by City Engineer. The Developer shall post or cause its contractor to post maintenance bonds in the amount of twenty-five percent (25%) of final certified construction costs of the Public Improvements to secure the warranties. The City shall retain ten percent (10%) of the security posted by the Developer until the maintenance bonds are furnished to the City or until the warranty period expires, whichever first occurs. The retainage may be used to pay for warranty work. 15. SPECIAL PROVISIONS. A. The Developer shall comply with conditions outlined in City Resolution No. 2022- 53 to the extent applicable to the Subject Property. B. The Developer shall comply with the conditions outlined in the Director of Engineering’s memo dated October 7, 2021, and the Fire Marshal’s and Building Official’s memo dated October 7, 2021, to the extent applicable to the Subject Property. 9 221501v3 (Site B Office/Retail Bldg) C. The storm water management and other site environmental design features will conform with best practices and innovations and Developer shall receive City approval. D. Developer will pursue green and sustainable building practices. E. All buildings must comply with City Code Section 36-618(11) regarding building materials and transparency. E. The Final Lighting Plan must meet all minimum requirements pursuant City Code Section 36-1260 and receive City’s review and approval of such plan. F. Developer shall install code compliant bike racks near the building entrances as shown on the Plans. G. Developer’s installation of the roof-top mechanical equipment shall be screened pursuant City Code Section 36-1459 and shall receive City’s review and approval of such plan. H. Developer shall obtain and submit to the City for approval a copy of the Nine Mile Creek Watershed District permit prior to issuance of a building permit. The City may require revisions to the approved plans to meet the District’s requirements. I. The Developer shall provide a performance bond, letter of credit or cash deposit to the City for one and one-half times the cost amount for completing the required landscaping, screening, or erosion control measures at the time of the first building permit. J. The Developer shall comply with the Spack Consulting Traffic & Parking Study recommendations and the updated Wenck Traffic and Parking Study, to the extent the recommendations apply to the southern right turn lane from France Avenue, as identified in the study. Staff shall work with Hennepin County staff to eliminate the need for the right-turn lanes, if elimination would be warranted. 10 221501v3 (Site B Office/Retail Bldg) K. The Developer/property owner shall be responsible for the maintenance of internal sidewalks and drive aisle. The City will snow plow a 5-foot path of the sidewalk on 70th and France Avenue and the property owner will be responsible for the remaining areas. L. Developer shall provide Public Art valued at a minimum of $300,000.00, with $240,000 at Site B and $60,000 at Site A. M. Developer shall abide by all the terms and conditions of the Development Contract to the extent they apply to the Subject Property. 16. RESPONSIBILITY FOR COSTS. A. The Developer shall pay all reasonable costs incurred by it or the City in conjunction with the installation of the Public Improvements, including but not limited to legal, planning, engineering and inspection expenses incurred in connection therewith, the preparation of this Agreement, and the review of any other plans and documents related thereto. B. Except in the case of the negligence or willful misconduct of the City or its officers, employees, and agents, the Developer shall indemnify and hold the City and its officers, employees, and agents harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from Developer’s installation of the Public Improvements, including all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. C. In the event the City is successful in litigation to enforce the terms of this Agreement, the Developer shall reimburse the City for costs incurred in litigation and subsequent enforcement of this Agreement, including reasonable engineering and attorneys' fees. D. The Developer shall pay in full all bills submitted to it by the City for undisputed obligations incurred under this Agreement within thirty (30) days after receipt. If the undisputed bills are 11 221501v3 (Site B Office/Retail Bldg) not paid on time, the City may halt site development and construction until the bills are paid in full. Bills not paid within thirty (30) days shall accrue interest at the rate of eight percent (8%) per year. 17. MISCELLANEOUS. A. Third parties shall have no recourse against the City or the Developer under this Agreement. B. Breach of the terms of this Agreement by the Developer without cure in the time period provided shall be grounds for denial of building permits. C. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Agreement is for any reason held invalid, such decision shall not affect the validity of the remaining portions of this Agreement. D. The Developer shall pay all reasonable costs incurred by it or the City in conjunction with the installation of the Public Improvements, including but not limited to legal, planning, engineering and inspection expenses incurred in connection therewith, the preparation of this Agreement, and the review of any other plans and documents related thereto. E. Except in the case of the negligence or willful misconduct of the City or its officers, employees, and agents, the Developer shall indemnify and hold the City and its officers, employees, and agents harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from Developer’s installation of the Public Improvements, including all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. F. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Agreement. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Agreement shall not be a waiver or release. 12 221501v3 (Site B Office/Retail Bldg) G. This Agreement shall run with the land and may be recorded against the title to the Subject Property. H. The Developer and its contractors shall acquire commercial general liability insurance covering personal injury, including death, and claims for property damage which may arise out of the Developer's work or the work of their subcontractors or by one directly or indirectly employed by any of them. Limits for such insurance shall be in a combination single limit policy of $1,000,000 or more. The City shall be named as an additional insured on the policy on a primary and noncontributory basis, and the Developer and contractors shall file with the City a certificate evidencing coverage. The Developer and contractors must provide a Certificate of Insurance which meets the following requirements: 1. The Description section of the Accord form needs to read “City of Edina is named as Additional Insured with respect to the General Liability and Auto Liability policies on a Primary and Non-Contributory Basis.” 2. Certificate Holder must be City of Edina. 3. Showing City of Edina named as Additional Insured on a Primary and Non- Contributory Basis. I. The Developer and its general contractor shall obtain Worker’s Compensation Insurance in accordance with the laws of the State of Minnesota, including Employer’s Liability Insurance, to the limit of $100,000.00 each accident. J. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. 13 221501v3 (Site B Office/Retail Bldg) K. Breach of the terms of this Agreement by the Developer without cure in the time period provided shall be grounds for denial of building permits and for and the halting of all work on, the Subject Property. L. The Developer represents to the City that the Public Improvements comply with all city, county, metropolitan, state, and federal laws and regulations, including but not limited to: subdivision ordinances, zoning ordinances, and environmental regulations. If the City determines that the Public Improvements do not comply, the City may, at its option, refuse to allow construction or development work on the Subject Property until the Developer does comply. Upon the City’s demand, the Developer shall cease work until there is compliance. M. From time to time, when requested by Developer, the City shall execute and deliver a recordable certificate confirming the satisfaction and completion of the requirements contained in this Agreement. 18. DEVELOPER’S DEFAULT. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer, except in an emergency as determined by the City, is first given notice of the work in default, not less than thirty (30) days in advance, provided that if the cure requires more than thirty (30) days to cure and Developer commences a cure within such period and is diligently pursuing such cure, the Developer shall have additional time to pursue a cure. This Agreement is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 14 221501v3 (Site B Office/Retail Bldg) 19. NOTICES. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: MDI France Avenue, LLC 700 Meadow Lane North Minneapolis, MN 55422 Attn: Robert J. Solfelt Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by certified mail in care of the City Manager at the following address: Edina City Hall 4801 West 50th Street Edina, MN 55424-1330 20. CERTIFICATE OF COMPLETION. After the Developer has received the final certificate of occupancy for the Improvements and completed the work required under this Agreement, the City Manager will issue a certificate of completion after written request from the Developer, unless denied as set forth below. The certificate of completion shall be consistent in form with the certificate of completion issued by the City and shall be in recordable form and may be recorded against the Subject Property. [Signature pages follow] 15 221501v3 (Site B Office/Retail Bldg) CITY: CITY OF EDINA By: __________________________________________ James Hovland, Mayor And __________________________________________ Scott Neal, City Manager STATE OF MINNESOTA ) (ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this ________ day of ______________, 2022, by James Hovland and by Scott Neal, respectively the Mayor and City Manager of the City of Edina, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. ______________________________________________ Notary Public 16 221501v3 (Site B Office/Retail Bldg) DEVELOPER: MDI FRANCE AVENUE, LLC, a Minnesota limited liability company By ___________________________________ Robert J. Solfelt, Senior Vice President STATE OF MINNESOTA ) ) ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this ______ day of ______________, 2022, by Robert J. Solfelt, the Senior Vice President of MDI France Avenue, LLC, a Minnesota limited liability company, on behalf of said entity. ______________________________________ Notary Public DRAFTED BY: CAMPBELL, KNUTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 DSK EXHIBIT “A” 17 221501v3 (Site B Office/Retail Bldg) IRREVOCABLE LETTER OF CREDIT No. ___________________ Date: _________________ TO: City of Edina 4801 West 50th Street Edina, Minnesota 55424-1330 Dear Sir or Madam: We hereby issue, for the account of ______________ and in your favor, our Irrevocable Letter of Credit in the amount of $____________, available to you by your draft drawn on sight on the undersigned bank. The draft must: a) Bear the clause, "Drawn under Letter of Credit No. __________, dated ________________, 20___, of (Name of Bank) "; b) State that __________________ is in default, beyond any applicable notice and cure periods, under that certain Site Improvement Performance Agreement between the City of Edina and __________________; c) Be signed and sworn to by the City Manager or Finance Director of the City of Edina; and d) Be presented for payment at (Address of Bank) , on or before 4:00 p.m. on November 30, 20__. This Letter of Credit shall automatically renew for successive one-year terms unless, at least forty-five (45) days prior to the next annual renewal date (which shall be November 30 of each year), the Bank delivers written notice to the Edina Finance Director that it intends to modify the terms of, or cancel, this Letter of Credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty- five (45) days prior to the next annual renewal date addressed as follows: Edina City Manager, Edina City Hall, 4801 W. 50th Street Edina, MN 55424-1330, and is actually received by the City Manager at least thirty (30) days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 600. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. By: ____________________________________ Its ______________________________ 18 221501v3 (Site B Office/Retail Bldg) MORTGAGE HOLDER CONSENT _______________________________________________________, which holds a mortgage on the Subject Property, the development of which is governed by the foregoing Site Improvement Performance Agreement, which mortgage is dated ______________ and recorded _______________ with the Hennepin County Registrar of Titles as document number ____________, agrees that the Site Improvement Performance Agreement shall remain in full force and effect even if it forecloses on its mortgage. Dated this _____ day of ____________, 2022. ____________________________________ By _________________________ [print name] Its ______________________ [title] STATE OF ______________ ) ) ss. COUNTY OF ____________) The foregoing instrument was acknowledged before me this _______ day of _________________, 2022, by ________________________ the ____________________ of ___________________________ ___________________, a ________________________________, on behalf of the entity. ________________________________________ Notary Public DRAFTED BY: CAMPBELL, KNUTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 DSK 1 221695v2 (Site C-Parking Garage) (reserved for recording information) SITE IMPROVEMENT PERFORMANCE AGREEMENT CITY OF EDINA 70th AND FRANCE AVENUE REDEVELOPMENT Site C THIS SITE IMPROVEMENT PERFORMANCE AGREEMENT (“Agreement”) dated June 21, 2022, by and between the CITY OF EDINA, a Minnesota municipal corporation (“City”) and MDI FRANCE AVENUE, LLC, a Minnesota limited liability company (“Developer”). 1. BACKGROUND. A. The City, U.S. Bank National Association as fee owner, and Mortenson Development, Inc., a Minnesota corporation, as Developer, previously entered into a Development Contract and Planned Unit Development Agreement dated March 24, 2022 and recorded March 29, 2022 as Hennepin County Document No. T5932702 (“Development Contract”). The Development Contract includes the development of four adjoining properties that were owned by U.S. Bank National Association. B. On March 24, 2022, U.S. Bank National Association quit claimed to MDI France Avenue, LLC, a Minnesota limited liability company, Lots 1, 2, and 3, Block 1, A M N Addition, pursuant to the Quick Claim Deed recorded on March 29, 2022 as Hennepin County Document No. T5932918. 2 221695v2 (Site C-Parking Garage) C. As part of the Development Contract, the City rezoned the Subject Property to Planned Unit Development (“PUD”). Development in accordance with the PUD. A Site Improvement Performance Agreement is required for the PUD. D. Developer has applied to develop the following legally described property in the City of Edina, Minnesota: Lots 3, Block 1, A M N Addition, Hennepin County, Minnesota (hereinafter referred to as the “Subject Property”), into an 8-level, freestanding 540 stall parking ramp with a 1,300 square foot bike facility (for storage and repair of bicycles) (“Development” or “Project”). E. This Agreement and the improvements and construction performed pursuant to this Agreement shall address the work performed on the Subject Property and shall not address the improvements or construction to be performed pursuant to the Development Contract. 2. RIGHT TO PROCEED. On the Subject Property, the Developer may not grade or otherwise disturb the earth, remove trees, construct private improvements, or any buildings until all the following conditions have been satisfied: 1) this Agreement has been fully executed by both parties and filed with both the City Clerk and the Hennepin County Recorder / Registrar of Title’s Office; 2) the required security has been received by the City; and 3) the required insurance has been received by the City. 3. PLANS. The Subject Property shall be developed in accordance with the following Development Plans (“Plans”) which are on file with the City. The Plans shall not be attached to this Agreement. If the Plans vary from the written terms of this Agreement, the written terms shall control. The Plans are: Final Development Plan set date stamped June 14, 2022, prepared by Clow Berg and Westwood Existing Conditions and Removal Plans date stamped June 14, 2022, prepared by Westwood Site Plans date stamped June 14, 2022, prepared by Westwood Grading Plans date stamped June 14, 2022, prepared by Westwood Utility Plans date stamped June 14, 2022, prepared by Westwood 3 221695v2 (Site C-Parking Garage) Bicycle Facility Design Plan date stamped June 14, 2022, prepared by Clow Berg Parking Structure Design Plan date stamped June 14, 2022, prepared by Clow Berg Prior to the Developer’s initiating construction, Developer will submit final construction drawings for the City’s review and approval. Following the City’s approval of those final construction drawings, the term “Plans” as used in this Agreement will include the approved final construction drawings. In the event of a conflict between the approved final construction drawings and the above referenced Plans, the approved final construction drawings will control. The Developer may request changes to the Plans. Plan changes deemed non-material, pursuant to City ordinances, can be reviewed and approved by City staff. Material Plan changes shall require approval by the City Council. 4. EROSION CONTROL. Prior to initiating construction, the Erosion Control Plan shall be implemented by the Developer and inspected and approved by the City. The City may impose additional erosion control obligations if they would be reasonable and beneficial. All areas disturbed by the grading operations shall be stabilized per the Minnesota Pollution Control Agency (“MPCA”) Stormwater Permit for Construction Activity. Seed shall be in accordance with the City's current seeding specification, which may include temporary seed to provide ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the MPCA Stormwater Permit for Construction Activity or with the Erosion Control Plan or any schedule of supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. If the Developer does not reimburse the City for any cost the City incurred for such work within thirty (30) days of receipt of notice thereof, the City may draw on the letter of credit to pay any costs. No development or utility construction 4 221695v2 (Site C-Parking Garage) will be allowed on the Subject Property and no building permits will be issued for the Subject Property unless the Subject Property is in full compliance with the approved Erosion Control Plan. 5. LICENSE. Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the Subject Property to perform (a) all work permitted to be performed by the City under this Agreement, and (b) all inspections deemed appropriate by the City in conjunction with site development. 6. CONSTRUCTION ACCESS. Construction traffic access and egress must be in accordance with a construction management plan, which will be provided by Developer per the Development Contract and reasonably approved by the City prior to the commencement of a building permit. The plan must demonstrate minimal impact to pedestrian and vehicle movement. 7. IMPROVEMENTS. The Developer shall construct and the following improvements: A. Public Improvements: Phase 1 of 71st Street including watermain and sanitary sewer as shown in the submitted plans. B. Private Improvements: Phase 1 of 71st Street including concrete curb and gutter, base and wear course bituminous paving, and storm sewer systems. Complete the landscaping as shown on the submitted plans. The Public Improvements and the Private Improvements shall be installed in accordance with City ordinances and the Plans approved by the City. Grading, construction activity, and the use of power equipment are prohibited between the hours of 9 o’clock p.m. and 7 o’clock a.m. The Plans for Private and Public Improvements shall be prepared by a competent registered professional engineer and submitted to the City for approval by the City Engineer. The Developer shall instruct its engineer to provide adequate 5 221695v2 (Site C-Parking Garage) field inspection personnel to assure an acceptable level of quality control to the extent that the Developer’s engineer will be able to certify that the construction work complies with City standard specifications and ordinances and the Plans as a condition of City acceptance. In addition, the City may, at the City’s discretion and at the Developer’s expense, have one or more City inspectors and a soil engineer inspect the work on a part-time basis. The Developer, its contractors and subcontractors, shall follow all reasonable instructions received from the City’s inspectors. The Developer’s engineer shall provide for on-site project management. The Developer’s engineer is responsible for design changes and contract administration between the Developer and the Developer’s contractor. The Developer or its engineer shall schedule a pre-construction meeting at a mutually agreeable time at the City with all parties concerned, including the City staff, to review the program for the construction work. Within thirty (30) days after the completion of the Private and Public Improvements and before the security is released, the Developer shall supply the City with a complete set of reproducible “as constructed” plans and an electronic file of the “as constructed” plans that satisfy the City’s record drawings requirements (the “Record Drawings”). The Record Drawings shall be submitted prior to the Developer receiving an occupancy permit for any building on the Subject Property. 8. DEWATERING. Due to the variable nature of groundwater levels and stormwater flows, it is the Developer’s responsibility to satisfy itself with regard to the elevation of groundwater and to perform any necessary dewatering and storm flow routing. All dewatering shall be in accordance with applicable laws and regulations. 9. TIME OF PERFORMANCE. The Developer shall install the Public Improvements within eighteen (18) months after issuance of the necessary permits for the Public Improvements. 10. CLEAN UP. The Developer shall clean dirt and debris from streets that has resulted from the construction work by the Developer, subcontractors, their agents or assigns. Prior to any construction 6 221695v2 (Site C-Parking Garage) on the Subject Property, the Developer shall identify in writing a responsible party and schedule for erosion control, street cleaning, and street sweeping. 11. OWNERSHIP OF IMPROVEMENTS. Upon completion of the work and construction required by this Agreement and final acceptance by the City Engineer, the Public Improvements shall become City property without further notice or action. Prior to acceptance of the Public Improvements by the City, the Developer must furnish the following affidavits: Contractor’s Certificate Engineer’s Certificate Developer’s Certificate certifying that all construction has been completed in accordance with the terms of this Agreement. Upon receipt of affidavits and verification by the City Engineer, the City Engineer will accept the completed Public Improvements. Within thirty (30) days after the acceptance of the Public Improvements and before the security is released, the Developer shall supply the City with a complete set of reproducible Record Drawings as described in Section 7. The City’s standard specifications for utility construction identify the procedures for final acceptance of utilities. 12. CITY ENGINEERING ADMINISTRATION AND CONSTRUCTION OBSERVATION. The Developer shall pay for the City’s in-house engineering administration. City engineering administration will include monitoring of construction observation, consultation with Developer and its engineer on status or problems regarding the Project, coordination for final inspection and acceptance, Project monitoring during the warranty period, and processing of requests for reduction in security. 13. SECURITY REQUIREMENTS. To guarantee compliance with the terms of this Agreement, payment of the costs of all Public and Private Improvements, and construction of all Public and Private Improvements in accordance with the Plans, the Developer shall, before the Developer may proceed 7 221695v2 (Site C-Parking Garage) with the construction of the Public and Private Improvements, furnish the City with a letter of credit in the form attached hereto as Exhibit “A”, from a bank approved by the City for $750,000, plus a cash fee of $5,000 for City engineering, expenses and administration (the "Security"). The bank shall be authorized to do business in the State of Minnesota, and shall provide a Minnesota office for presentment of the Letter of Credit or other alternative acceptable to the City. The Security shall extend through completion and acceptance (including the expected warranty period) by the City of the Development Work. The City may draw down the Security, on five (5) business days written notice to the Developer, to cure any violation of the terms of this Agreement which is not cured within said five (5) business day period. If the violation reasonably requires more than five (5) business days to cure and Developer commences the cure within such five-day period and is diligently proceeding with such cure, the Developer shall have additional time to complete the cure prior to a draw on the Security. If the Public and Private Improvements are not completed and accepted by the City at least thirty (30) days prior to the expiration of the letter of credit (as the same may be extended), the City may also draw it down upon five (5) business days prior notice if the letter of credit is not extended to the date when the Public and Private Improvements are scheduled to be completed. If the Security is drawn down, the proceeds shall be used to cure the default. Upon receipt of proof satisfactory to the City that a portion of the Public or Private Improvements have been substantially completed in accordance with the Plans and financial obligations to the City in connection with such portion have been satisfied, with City approval the Security may be reduced from time to time by ninety percent (90%) of the financial obligations that have been satisfied. Ten percent (10%) of the Security shall be retained as security until all Public and Private Improvements have been completed, all financial obligations to the City satisfied, the required "as constructed" plans have been received by the City, a warranty security is provided (as set forth in Section 14 below), and the Public Improvements are accepted by the City Engineer. The City’s standard specifications for utility and street construction outline procedures for 8 221695v2 (Site C-Parking Garage) security reductions. If the City has not previously drawn on the Security in accordance with the preceding sentence, then, upon the Developer’s satisfaction of the conditions precedent to the City Engineer’s acceptance of the Public and Private Improvements, the City Engineer’s acceptance of the Public Improvements in accordance with this Agreement, and the Developer’s delivery of the maintenance bonds or other security as described in Section 14, the City shall return the Security to the Developer within 30 days. 14. WARRANTY. The Developer warrants all Public and Private Improvements required to be constructed by it pursuant to this Agreement against poor material and faulty workmanship. The warranty period for all Public Improvements is one year and shall commence following completion and acceptance by City Engineer. The Developer shall post or cause its contractor to post maintenance bonds in the amount of twenty-five percent (25%) of final certified construction costs of the Public Improvements to secure the warranties. The City shall retain ten percent (10%) of the security posted by the Developer until the maintenance bonds are furnished to the City or until the warranty period expires, whichever first occurs. The retainage may be used to pay for warranty work. 15. SPECIAL PROVISIONS. A. The Developer shall comply with conditions outlined in City Resolution No. 2021- 103 and City Resolution No. 2022-53 to the extent applicable to the Subject Property. B. The Developer shall comply with the conditions outlined in the Director of Engineering’s memo dated October 7, 2021, and the Fire Marshal’s and Building Official’s memo dated October 7, 2021, to the extent applicable to the Subject Property. C. The storm water management and other site environmental design features will conform with best practices and innovations and Developer shall receive City approval. D. Developer will pursue green and sustainable building practices. 9 221695v2 (Site C-Parking Garage) E. All building structures must comply with City Code Section 36-618(11) regarding building materials and transparency. E. The Final Lighting Plan must meet all minimum requirements pursuant City Code Section 36-1260 and receive City’s review and approval of such plan. F. Developer shall install code compliant bike racks near the building entrances as shown on the Plans. G. Developer’s installation of the roof-top mechanical equipment shall be screened pursuant City Code Section 36-1459 and shall receive City’s review and approval of such plan. In addition, Developer shall provide visual screening and privacy to buffer cars from people’s view, provide visual relief and allow stormwater infiltration in parking lots. H. Developer shall obtain and submit to the City for approval a copy of the Nine Mile Creek Watershed District permit prior to issuance of a building permit. The City may require revisions to the approved plans to meet the District’s requirements. I. The Developer shall provide a performance bond, letter of credit or cash deposit to the City for one and one-half times the cost amount for completing the required landscaping, screening, or erosion control measures at the time of the first building permit. J. Developer shall conform to the City’s current affordable housing policy. K. The Developer shall comply with the Spack Consulting Traffic & Parking Study recommendations and the updated Wenck Traffic and Parking Study, to the extent the recommendations apply to this development. L. The Developer/property owner shall be responsible for the maintenance of internal sidewalks and drive aisle. The City will snow plow a 5-foot path of the sidewalk on 70th and France Avenue and the property owner will be responsible for the remaining areas. 10 221695v2 (Site C-Parking Garage) M. Developer shall abide by all the terms and conditions of the Development Contract to the extent they apply to the Subject Property. 16. RESPONSIBILITY FOR COSTS. A. The Developer shall pay all reasonable costs incurred by it or the City in conjunction with the installation of the Public Improvements, including but not limited to legal, planning, engineering and inspection expenses incurred in connection therewith, the preparation of this Agreement, and the review of any other plans and documents related thereto. B. Except in the case of the negligence or willful misconduct of the City or its officers, employees, and agents, the Developer shall indemnify and hold the City and its officers, employees, and agents harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from Developer’s installation of the Public Improvements, including all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. C. In the event the City is successful in litigation to enforce the terms of this Agreement, the Developer shall reimburse the City for costs incurred in litigation and subsequent enforcement of this Agreement, including reasonable engineering and attorneys' fees. D. The Developer shall pay in full all bills submitted to it by the City for undisputed obligations incurred under this Agreement within thirty (30) days after receipt. If the undisputed bills are not paid on time, the City may halt site development and construction until the bills are paid in full. Bills not paid within thirty (30) days shall accrue interest at the rate of eight percent (8%) per year. 17. MISCELLANEOUS. A. Third parties shall have no recourse against the City or the Developer under this Agreement. 11 221695v2 (Site C-Parking Garage) B. Breach of the terms of this Agreement by the Developer without cure in the time period provided shall be grounds for denial of building permits. C. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Agreement is for any reason held invalid, such decision shall not affect the validity of the remaining portions of this Agreement. D. The Developer shall pay all reasonable costs incurred by it or the City in conjunction with the installation of the Public Improvements, including but not limited to legal, planning, engineering and inspection expenses incurred in connection therewith, the preparation of this Agreement, and the review of any other plans and documents related thereto. E. Except in the case of the negligence or willful misconduct of the City or its officers, employees, and agents, the Developer shall indemnify and hold the City and its officers, employees, and agents harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from Developer’s installation of the Public Improvements, including all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. F. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Agreement. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Agreement shall not be a waiver or release. G. This Agreement shall run with the land and may be recorded against the title to the Subject Property. H. The Developer and its contractors shall acquire commercial general liability insurance covering personal injury, including death, and claims for property damage which may arise out of the Developer's work or the work of their subcontractors or by one directly or indirectly employed by 12 221695v2 (Site C-Parking Garage) any of them. Limits for such insurance shall be in a combination single limit policy of $1,000,000 or more. The City shall be named as an additional insured on the policy on a primary and noncontributory basis, and the Developer and contractors shall file with the City a certificate evidencing coverage. The Developer and contractors must provide a Certificate of Insurance which meets the following requirements: 1. The Description section of the Accord form needs to read “City of Edina is named as Additional Insured with respect to the General Liability and Auto Liability policies on a Primary and Non-Contributory Basis.” 2. Certificate Holder must be City of Edina. 3. Showing City of Edina named as Additional Insured on a Primary and Non- Contributory Basis. I. The Developer and its general contractor shall obtain Worker’s Compensation Insurance in accordance with the laws of the State of Minnesota, including Employer’s Liability Insurance, to the limit of $100,000.00 each accident. J. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. K. Breach of the terms of this Agreement by the Developer without cure in the time period provided shall be grounds for denial of building permits and for and the halting of all work on, the Subject Property. L. The Developer represents to the City that the Public Improvements comply with all city, county, metropolitan, state, and federal laws and regulations, including but not limited to: subdivision ordinances, zoning ordinances, and environmental regulations. If the City determines that the Public 13 221695v2 (Site C-Parking Garage) Improvements do not comply, the City may, at its option, refuse to allow construction or development work on the Subject Property until the Developer does comply. Upon the City’s demand, the Developer shall cease work until there is compliance. M. From time to time, when requested by Developer, the City shall execute and deliver a recordable certificate confirming the satisfaction and completion of the requirements contained in this Agreement. 18. DEVELOPER’S DEFAULT. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer, except in an emergency as determined by the City, is first given notice of the work in default, not less than thirty (30) days in advance, provided that if the cure requires more than thirty (30) days to cure and Developer commences a cure within such period and is diligently pursuing such cure, the Developer shall have additional time to pursue a cure. This Agreement is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 19. NOTICES. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: MDI France Avenue, LLC 700 Meadow Lane North Minneapolis, MN 55422 Attn: Robert J. Solfelt Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by certified mail in care of the City Manager at the following address: 14 221695v2 (Site C-Parking Garage) Edina City Hall 4801 West 50th Street Edina, MN 55424-1330 21. CERTIFICATE OF COMPLETION. After the Developer has received the final certificate of occupancy for the Improvements and completed the work required under this Agreement, the City Manager will issue a certificate of completion after written request from the Developer, unless denied as set forth below. The certificate of completion shall be consistent in form with the certificate of completion issued by the City and shall be in recordable form and may be recorded against the Subject Property. [Signature pages follow] 15 221695v2 (Site C-Parking Garage) CITY: CITY OF EDINA By: __________________________________________ James Hovland, Mayor And __________________________________________ Scott Neal, City Manager STATE OF MINNESOTA ) (ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this ________ day of ______________, 2022, by James Hovland and by Scott Neal, respectively the Mayor and City Manager of the City of Edina, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. ______________________________________________ Notary Public 16 221695v2 (Site C-Parking Garage) DEVELOPER: MDI FRANCE AVENUE, LLC, a Minnesota limited liability company By ___________________________________ Robert J. Solfelt, Senior Vice President STATE OF MINNESOTA ) ) ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this ______ day of ______________, 2022, by Robert J. Solfelt, the Senior Vice President of MDI France Avenue, LLC, a Minnesota limited liability company, on behalf of said entity. ______________________________________ Notary Public DRAFTED BY: CAMPBELL, KNUTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 DSK EXHIBIT “A” 17 221695v2 (Site C-Parking Garage) IRREVOCABLE LETTER OF CREDIT No. ___________________ Date: _________________ TO: City of Edina 4801 West 50th Street Edina, Minnesota 55424-1330 Dear Sir or Madam: We hereby issue, for the account of ______________ and in your favor, our Irrevocable Letter of Credit in the amount of $____________, available to you by your draft drawn on sight on the undersigned bank. The draft must: a) Bear the clause, "Drawn under Letter of Credit No. __________, dated ________________, 20___, of (Name of Bank) "; b) State that __________________ is in default, beyond any applicable notice and cure periods, under that certain Site Improvement Performance Agreement between the City of Edina and __________________; c) Be signed and sworn to by the City Manager or Finance Director of the City of Edina; and d) Be presented for payment at (Address of Bank) , on or before 4:00 p.m. on November 30, 20__. This Letter of Credit shall automatically renew for successive one-year terms unless, at least forty-five (45) days prior to the next annual renewal date (which shall be November 30 of each year), the Bank delivers written notice to the Edina Finance Director that it intends to modify the terms of, or cancel, this Letter of Credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty- five (45) days prior to the next annual renewal date addressed as follows: Edina City Manager, Edina City Hall, 4801 W. 50th Street Edina, MN 55424-1330, and is actually received by the City Manager at least thirty (30) days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 600. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. By: ____________________________________ Its ______________________________ 18 221695v2 (Site C-Parking Garage) MORTGAGE HOLDER CONSENT _______________________________________________________, which holds a mortgage on the Subject Property, the development of which is governed by the foregoing Site Improvement Performance Agreement, which mortgage is dated ______________ and recorded _______________ with the Hennepin County Registrar of Titles as document number ____________, agrees that the Site Improvement Performance Agreement shall remain in full force and effect even if it forecloses on its mortgage. Dated this _____ day of ____________, 2022. ____________________________________ By _________________________ [print name] Its ______________________ [title] STATE OF ______________ ) ) ss. COUNTY OF ____________) The foregoing instrument was acknowledged before me this _______ day of _________________, 2022, by ________________________ the ____________________ of ___________________________ ___________________, a ________________________________, on behalf of the entity. ________________________________________ Notary Public DRAFTED BY: CAMPBELL, KNUTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 DSK Date: June 21, 2022 Agenda Item #: VI.H. To:Mayor and City Council Item Type: Other From:Sharon Allison, City Clerk Item Activity: Subject:Approve Summary Publication for Ordinance No. 2021-13 Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve summary publication for Ordinance No. 2021-13 amending the Zoning Ordinance to amend the PUD- 20, Planned Unit Development-20 at 7001 and 7025 France Avenue. INTRODUCTION: State Statute requires that the City publish all approved ordinances within 45 days of approval in its official newspaper. State Statute allows cities to choose to publish a summary of a complete public notice. This is a cost effective option for lengthy ordinances. To comply with State Statue, summary publications must be approved by four-fifths majority of the Council. ATTACHMENTS: Description Summary Publication for Ordinance No. 2021-13 CITY OF EDINA HENNEPIN COUNTY, MINNESOTA SUMMARY ORDINANCE NO. 2021-13 AN ORDINANCE AMENDING THE ZONING ORDINANCE TO AMEND THE PUD-20, PLANNED UNIT DEVELOPMENT-20 AT 7001 AND 7025 FRANCE AVENUE NOTICE IS HEREBY GIVEN that, on June 21, 2022, Ordinance No. 2021-13 was adopted by the City Council of the City of Edina, Minnesota. NOTICE IS HEREBY GIVEN that, due to the lengthy nature of Ordinance No. 2021-13, the following summary of the ordinance has been prepared for publication and approved by the City Council as authorized by state law. Chapter 36, Article VIII, Division 4 was amended to add the legal description for the property at 70th and France, plans approved by the City Council on May 13, 2022, for all principal uses allowed in the PCD-3 Zoning District, Multifamily Residential, and Office, for all accessory and conditional uses allowed in PCD-3 Zoning District. Development Standards include building setbacks, building height, density, floor area ratio, and parking. Signs will be regulated by POD-2 Zoning District, PCD-3, and PRD. The residential housing must comply with the City’s current Multi-Family Affordable Housing Policy, and future construction on Lot 4, must comply with the 50-foot setback requirement from France Avenue. The complete ordinance is available by contacting Sharon Allison at sallison@EdinaMN.gov or 952-826-0408. APPROVED for summary publication by the City Council this 21st day of June 2022. By order of the Edina City Council Sharon Allison City Clerk Please publish in the Edina Sun Current on June 30, 2022 Send one affidavit of publication. Bill to Edina City Clerk Date: June 21, 2022 Agenda Item #: VI.I. To:Mayor and City Council Item Type: Request For Purchase From:Rachel Finberg, Project Manager Item Activity: Subject:Request for Purchase: Change Order Fire Station No. 1 Basement Design Services Contract Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Request for Purchase for Change Order for Fire Station No. 1 Basement Design Services with Oertel Architects to increase contract total to $75,680. INTRODUCTION: In early 2020 Oertel Architects produced preliminary designs to modify the basement of Fire Station No. 1 to store election voting equipment. The basement was not adequately designed during initial construction and as a result has experienced high levels of humidity and condensation in the space resulting in reluctance to store sensitive equipment that may become damaged. The scope of the project changed based on fire operation needs and eliminated storing election voting equipment. The remodeled area will make accommodations for a second stairwell and egress to the back of the building, a restroom and workout spaces, the existing workout space on the first floor is being relocated to accommodate the new stairwell and new energy saving LED lighting. This change order approves $37,000 additional fee to cover the changes to the scope. ATTACHMENTS: Description Request for Purchase: Change Order FS #1 Basement Design Oertel Amended Fee Agreement 1 CITY OF EDINA 4801 W 50th St., Edina, MN 55424 www.EdinaMN.gov | 952-927-8861 Requisition Number 12100005 Department: Engineering Buyer: Derik Otten Date: 01/08/2021 Revision: 6/1/2022 Request for Purchase Requisition Description: Fire Station #1 Basement Renovation-Architectural and Design Services Vendor: Oertel Architects Cost: $38,680 New Contract Cost: $75,680 REPLACEMENT or NEW: NEW - NEW PURCHASE SOURCE: SERVIC K - SERVICE CONTRACT DESCRIPTION: In early 2020 Oertel Architects produced preliminary designs to modify the basement of Fire Station #1 to store of voting equipment used in local and nation elections. The basement was not adequately designed during initial construction and as a result has experienced high levels of humidity and condensation in the space resulting in reluctance to store sensitive equipment that become damaged. The remodeled area will also make accommodations for a 2nd stairwell and egress to the back of the building, a restroom and workout spaces, the existing workout space on the 1st floor is being relocated to accommodate the new stairwell and new energy saving LED lighting. 2022 Change Order Costs include: HVAC Re-Use $7400 Expansion of Locker Room $8000 Construction Admin $2000 Reduced Size and Scope Changes Re-Draw $19,600 Change Order Total: $37,000 New Contract Cost: $75,680 BUDGET IMPACT: Project is being funded through the CIP fund. 2 COMMUNITY IMPACT: The Fire Department and Fire Station #1 provide critical emergency services to the citizens of Edina and surrounding communities. ENVIRONMENTAL IMPACT: LED lighting will replace existing lighting in the lower level to reduce energy usage and utility billings. 1 1795 St. Clair Avenue St. Paul, MN 55105 (651) 696-5186 www.oertelarchitects.com Thank you for the opportunity to propose on this project. We have based our fee on the existing building plans you provided, our tour and discussion last week, and the following assumptions: PROJECT SCOPE ASSUMPTIONS: • The project includes architectural, structural, mechanical, and electrical alterations to the existing Fire Station #1 located at 6250 Tracy Avenue. • The existing building was constructed in 2007/2008. The Lower Level was built as a bid alternate. Currently, the space is used for general storage, document storage, and uniform storage. The owner is reluctant to store things in the Lower Level due to previous issues with damage and deterioration to equipment and materials. • The design team will work with the owner to determine the overall scope of the project. At a minimum, the work would include: 1. Mechanical work as required to provide adequate ventilation and humidity control for election equipment storage and intermittent occupancy by election officials. The design team will provide design options for utilizing the existing RTU and providing a new RTU to serve only the lower level. The design team would also explore the following scope items: 1. Second stair from the lower level near the back door. 2. Single stall universal restroom at Lower Level 3. Options for more efficient, lower profile LED lighting 4. Current and future electrical and data needs • Any exterior or interior construction required will match the general materials and appearance of the existing construction • Mechanical and electrical space will be provided to accommodate all new functions. DATE: August 12, 2021 December 21, 2021(update) February 28, 2022(update) TO: Derik Otten Chad Millner, P.E. City of Edina FROM: Thomas Stromsodt Senior Architect, Oertel Architects RE: Edina Fire Station #1 -Lower Level Improvements Women’s locker room (update) HVAC Reevaluation (update 2) Date: June 21, 2022 Agenda Item #: VI.J. To:Mayor and City Council Item Type: Request For Purchase From:Rachel Finberg, Project Manager Item Activity: Subject:Request for Purchase: Community Health and Safety Center (Fire Station 2) Owners Representative Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approval of Request for P urchase for Community Health and Safety Center (Fire Station 2) Owners Representative Contract with Tegra Group for $297,750. INTRODUCTION: The Community Health and Safety Center (Fire Station 2) will combine the missions of the Edina Fire Department to serve the community by protecting lives, property and the environment in a safe, efficient and professional manner with the mission of the Edina Public Health Division to protect the health and promote the general well-being and welfare of the city’s residents, and to prevent disease and illness in the community. The project will replace the existing Edina Fire Station 2 and house the important community functions of public health, restaurant and swimming pool inspections, rental housing licensing and inspections services, and recycling and organics collection services. Edina community health employees are part of a consortium with Bloomington and Richfield to offer health services to all residents. These services include communicable disease prevention programs, health assessments, health education and promotion, home health visits, maternal and child health services, public health emergency preparedness, and public health nursing services. The Center will also house staff that provide fire prevention and inspection services, fire suppression, emergency medical services including Advanced Life Support (ALS) ambulance care, and Emergency Management. Co- locating the Community Health Division with the Fire Department will allow staff to create pro-active programming to provide preventative services before a situation becomes an emergency. Additionally, the Community Health and Safety Center would be designed to incorporate spaces that would safely provide service to individuals, community groups, and large-scale events such as vaccination clinics, disaster medication distribution site, or other community health or safety events. The Community Health and Safety Center project will provide identified critical services to the City of Edina. Due to size, complexity, and scope of the construction project an Owners Representative and program manager was selected to help in the acquisition, pre-design, design, construction, and commissioning stages. The Tegra Group was selected based on their interviews and response to a request for Proposals was publicly posted March 7th. The Owners Representative is responsible for protecting the City of Edina’s interests during the duration of the project from design through commissioning and warrantees. This firm will be responsible for communications and coordination of Project Team, City Project Staff, and other Stakeholders. ATTACHMENTS: Description Request for Purchase: Community Health and Safety Center Owners Representative Exhibit A Exhibit B Exhibit C Request for Purchase Requisition Number 1 CITY OF EDINA 4801 W 50th St., Edina, MN 55424 www.EdinaMN.gov | 952-927-8861 12200147 Department:Engineering Buyer:Rachel Finberg Date: 06/10/2022 Requisition Description:Community Health & Safety Center Owners Rep Vendor:TEGRA GROUP INC Cost:$297,750.00 REPLACEMENT or NEW:NEW - NEW PURCHASE SOURCE:SERVIC K - SERVICE CONTRACT DESCRIPTION: This request for purchase is for an owners representative to assist with the design and construction of the Community Health and Safety Center (Fire Station #2). The Community Health and Safety Center will combine the missions of the Edina Fire Department to serve the community by protecting lives, property and the environment in a safe, efficient and professional manner with the mission of the Edina Public Health Division to protect the health and promote the general well-being and welfare of the city’s residents, and to prevent disease and illness in the community. BUDGET IMPACT: The City of Edina is requesting $10 million in state funds to acquire land, design, construct, furnish and equip a new Community Health and Safety Center to be relocated in the southeast quadrant of the city of Edina. The new facility will be owned and operated by the City of Edina. Estimated cost of the project is $20-24 million for design and construction. 2 COMMUNITY IMPACT: The construction of a Community Health and Safety Center help the city prepare for and respond to current and future public health crisis as well as other emergencies in and around Edina. Project location in SE quadrant will increase response times and increase City-wide coverage. ENVIRONMENTAL IMPACT: The Community Health and Safety Center project allows for the City to showcase City of Edina standards and goals including but not limited to the Southdale Design Standards, Sustainable Building Policy, Climate Action Plan, and other Environmental and Energy Comprehensive Plan goals. OWNER’S REPRESENTATIVE/ CONSTRUCTION PROJECT MANAGEMENT SERVICES SUBMITTED MARCH 29, 2022 1600 Utica Ave South, Suite 410 | St. Louis Park, MN | 55402 | 612.752.5750 | tegragroup.comTHE TEGRA GROUPCITY OF EDINA COMMUNITY HEALTH & SAFETY CENTER REQUEST FOR QUALIFICATIONS March 29, 2022 The City of Edina Public Works Facility 7450 Metro Blvd, Edina MN 55439 Re: Request for Proposal — Owner’s Representative Dear City of Edina, It is a true pleasure to submit this proposal for your review. TEGRA Group is a local firm composed of proud Minnesota residents, all of whom have immense respect and esteem for the City of Edina and its reputation as a forward-thinking Twin Cities suburb. We would consider it a high honor to help you bring your vision for the City of Edina’s Health & Safety Center to reality. We are in our 26th year of helping public and private sector organizations with capital improvement projects. We have substantial experience bringing publicly funded projects to life, including recent projects for the City of Brookings Police Department, City of Fairmont multi-use facility, and City of Minneapolis (Target Center renovation). The TEGRA Group team comprises top industry experts. We combine our vast experience in construction, engineering, architecture, commercial interiors, real estate, accounting, law, and property/facility management to help our clients successfully navigate their projects. We have several team members who are perfectly equipped and suited for this specific project. (Please see page 8.) Please let us know if you have questions regarding the enclosed information. Sincerely, Nate Pearson, Partner WHY TEGRA? WE LEVEL THE PLAYING FIELD. WE ALLOW CLIENTS TO STAY FOCUSED ON THEIR BUSINESS. WE POSITION CLIENTS TO THINK CLEARLY AND MAKE SOUND DECISIONS. WE DELIVER EXPERTISE THAT SAVES OUR CLIENTS MONEY. WE HELP CLIENTS AVOID SURPRISES. In our 26-year history, we have never delivered a project late or been over budget for any client. 4 TABLE OF CONTENTS Firm Description & Experience Firm information (p. 5) Primary contacts and RFP contact (p. 8) Proposed project personnel and relevant qualifications (p. 9–12) Relevant Experience + References (p. 12–16) Approach to Fulfilling the Project Objective + Deliverables & Detailed Work Plan Tasks and narrative response to RFP (p. 17–21) Includes: • Approach to communication and coordination (p. 22–23) • Description of how City of Edina’s goals will be incorporated in TEGRA’s decisions and goals (p. 23) • Relevant reports and presentation documents (throughout) • Program for project tracking and quality control (throughout) • Summary of stakeholder relationship and quality control (throughout) • Level of City staff participation in the contract (throughout) Rate Schedule (p. 24) Mandatory Requirements Q/A (p. 25) Statement of Non-Collusion (p. 25, 26) 5 NAME OF LEAD RESPONDING FIRM AND LEGAL STATUS The TEGRA Group, Inc. 1600 Utica Ave. South, Suite 410 St. Louis Park, MN 55416 S Corporation Established 1996 COMPANY BACKGROUND TEGRA has built one of the most capable, experienced, and effective owner’s representative teams in the Midwest. Our team combines the breadth of education, industry experience, personal chemistry and professional skill sets required to manage any project. We have served as owner’s representative on a wide variety of projects for publicly held, privately held and not-for-profit organizations including Midwestern cities and counties, museums, civic centers, major sports teams, hospitals, power companies, and other entities. TEGRA has a solid, unblemished track record of on-time, on-budget delivery. We also provide clients with real estate advisory services. Our professionals have an average tenure of more than 25 years as leaders in construction, architecture, real estate development, banking, corporate planning, finance and project management accrued through successful careers at United Health Group; Ryan Companies; Mortenson Construction; McGough Construction; JE Dunn Construction; Cabot, Cabot & Forbes; Wells Fargo; Leo A Daly; and HGA. • Owner(s)/Leadership: Dick Strassburg, Nate Pearson • Total Headcount: 7 FTE, 1 Contract • Years in business: 26 years • Typical number of concurrent projects: 12–15 6 Started in 1996, TEGRA Group is a Twin Cities–based advisory firm. We are a regional firm with project locations in Minnesota, South Dakota, North Dakota, Iowa and Wisconsin. We are honored to have been involved in many municipal projects, including high profile projects for the City of Minneapolis; City of St. Paul; City of Wayzata; City of Fairmont, MN; City of Brookings, City of Sioux Falls; City of Watertown, SD; and City of Rapid City, SD. Additionally, our breadth of experience includes numerous Minnesota landmark projects, including Walker Art Center, Minnesota Children’s Museum, Science Museum of Minnesota restoration project, American Swedish Institute, Target Center, Target Field, Allianz Field, Project Eleven 42-story residential tower, Thrivent Financial headquarters, and many others. COMPANY BACKGROUND (continued) 7 OVERALL ORGANIZATION OF CONSULTANT TEAM Our local expertise and project planning capabilities will be front and center for the City of Edina project. Director Julie Dotzenrod will lead our team’s efforts, and Nate Pearson will be the partner in charge. Together they will tap into the vast and project-specific skillsets of Dick Strassburg, TEGRA founder and partner, and Mike Van Klei, director. TEGRA will not be partnering with any other firms for the City of Edina project. City of Fairmont Minnehaha County City of St. Paul City of Minneapolis 8 PROPOSED PROJECT TEAM g PROJECT LEADER Julie Dotzenrod, Director, has two decades of construction industry experience that includes numerous complex, high-profile projects. Her keen insights, attentive guidance and assured management style make her exceptionally adept at representing owner’s interests. Julie’s strengths include contract development and budget control. She holds a Bachelor of Science degree in Civil Engineering from University of North Dakota. g CONTACT FOR RFP PROCESS Nate Pearson, Partner, has 26 years of industry experience including 17 years as a construction executive with Ryan Companies and Mortenson Construction and eight years as an owners rep. He has extensive knowledge with contracting delivery methods, site planning, master planning, government structures, approval processes, and cost control. Nate holds a Construction Engineering degree from Iowa State University and an MBA from the Carlson School of Business at the University of Minnesota. Dick Strassburg, Partner and Co-Founder of TEGRA, has 37 years of experience and is a Registered Architect (inactive) and holds a Bachelor of Architecture degree from North Dakota State University. Dick has been an owners rep on more than 150 projects. His pre-approval insight and team approach will help the City of Edina Master Planning project remain efficient and on task. Mike Van Klei, Director, has 21 years of experience as a construction executive who consistently fosters excellent client relationships. He has extensive project experience with restoration, renovation, construction and phased conversions in a variety of industries, including healthcare, municipal and public education. Mike holds a Construction Engineering degree from University of Wisconsin–Stout and an MBA from the University of St. Thomas. PRIMARY CONTACTS 9 CITY OF BROOKINGS BROOKINGS, SD $7 MILLION Police Department. Project point of contact responsible for overall project coordination, management of project team assembly, development and tracking of budget, schedule adherance, and streamlining overall project communications. CITY OF FAIRMONT FAIRMONT, MN $20 MILLION Multi-use facility. Responsible for oversight of schedule and budget while guiding stakeholders to concensus throughout design and construction. SCIENCE MUSEUM CITY OF ST. PAUL $24 MILLION Served as project manager and day-to-day point of contact responsible for overseeing all aspects of glazing replacement. Project Leader JULIE DOTZENROD RELEVANT PROJECT EXPERIENCE PROJECT ROLE DIRECTOR JDOTZENROD@TEGRAGROUP.COM 763.425.6791 YEARS WITH TEGRA 2021–Present RELEVANT QUALIFICATIONS • City Experience • Budget and cost control • RFP and contract development • Predesign guidance • Stakeholder communication EDUCATION, CERTIFICATIONS, LICENSES UNIVERSITY OF NORTH DAKOTA Bachelor of Science, Civil Engineering PRIOR TO TEGRA A&P PROJECT MANAGER — 10 YEARS Led a wide range of project types including public, corporate and educational facilities. W.L. HALL PROJECT MANAGER — 5 YEARS Experience included program planning and on-site attention to facade installation and remediation. 10 CITY OF SIOUX FALLS TWO MULTI-MILLION PROJECTS Aquatic center ($22M); City administrative building ($18M) CITY OF WAYZATA $9 MILLION Large municipal parking ramp that required design and contracting oversight. Responsible for downtown logistics, safety and on time delivery. MULTIPLE GOVERNMENT FACILITIES $300+ MILLIONPre-approval strategy with government stakeholders and staff. Executive oversight of government leader interaction, public hearings and day-to-day management. Partner-in-Charge NATE PEARSON RELEVANT PROJECT EXPERIENCE PROJECT ROLE PARTNER NPEARSON@TEGRAGROUP.COM 612.360.6872 YEARS WITH TEGRA 2014–Present EDUCATION, CERTIFICATIONS, LICENSES UNIVERSITY OF MINNESOTA Carlson School of Management MBA IOWA STATE UNIVERSITY Bachelor of Science, Construction Engineering US GREEN BUILDING COUNCIL Green Building Certification Institute, LEED AP BD+C PROFESSIONAL ORGANIZATIONS Design-Build Institute of America (DBIA), Past President Northwest YMCA, Board & Finance Chair PRIOR TO TEGRA MORTENSON CONSTRUCTIONCORPORATE MARKET SECTOR LEADER — 5 YEARS Responsible for all new business, estimating, construction and delivery. Clients included Thrivent, Blue Cross, Cargill and Minnesota Vikings. RYAN COMPANIES PROJECT MANAGER — 12 YEARS Managed Ryan’s corporate construction and development projects on-site throughout the country. Clients included Target, Conoco Phillips, Dial and Polaris. 11 TARGET CENTER RENOVATION CITY OF MINNEAPOLIS $145 MILLION Owner’s Representative on expansion and u pgrades for City owned Target Center facility. MULTIPLE GOVERNMENT FACILITIES $500+ MILLION Pre-approval strategy with government stakeholders and staff. Executive oversight of government leader interaction, public hearings, and day-to-day management. TARGET FIELD MINNEAPOLIS $550 MILLION As Executive Project Manager for the Minnesota Twins, responsible for overseeing all aspects of design and construction. Strategic Project Oversight DICK STRASSBURG RELEVANT PROJECT EXPERIENCE PROJECT ROLE PARTNER DSTRASSBURG@TEGRAGROUP.COM 612.695.4842 YEARS WITH TEGRA 1996–Present EDUCATION, CERTIFICATIONS, LICENSES NORTH DAKOTA STATE UNIVERSITY Bachelor of Architecture PROFESSIONAL ORGANIZATIONS Former Board ChairCornerstone Advocacy Services Former Board Member, TreasurerLambda Alpha International Former Board Member Chosen One Adoption Agency PRIOR TO TEGRA THE KEEWAYDIN GROUP TENANT REP FIRM VICE PRESIDENT — 3 YEARS Managed New York City office, lead project manager for Polo Ralph Lauren’s corporate headquarters in Midtown Manhattan. CABOT CABOT AND FORBES NATIONAL REAL ESTATE DEVELOPERPROJECT MANAGER — 6 YEARS Project architect, then in-house project manager for office and industrial park projects. 12 Supporting Project Leader MIKE VAN KLEI PROJECT ROLE DIRECTOR MVANKLEI@TEGRAGROUP.COM 651-755-3860 YEARS OF EXPERIENCE 21 years in construction industry EDUCATION, CERTIFICATIONS, LICENSES UNIVERSITY OF ST. THOMAS MBA—Finance & Management emphasis UNIVERSITY OF WISCONSIN – STOUT Bachelor of Science, Construction Management Minnehaha County Jail Federal Reserve Bank of Minneapolis Perimeter Hardening (multiple projects) Hennepin County Medical Center Clinic St. Louis Park Public Schools (multiple projects) Metro Transit Light Rail Train Garage University of Minnesota (multiple projects), Carleton College Campus Energy System Replacement St. Catherine University Research Laboratory RELEVANT PROJECT EXPERIENCE JE DUNN CONSTRUCTION SENIOR PROJECT MANAGER — 5 YEARS Led a wide range of project types including healthcare, corporate and educational facilities. Notable projects included Merck Pharmeceutical, Carleton College and Minnehaha County Jail. MCGOUGH CONSTRUCTION PROJECT MANAGER — 4 YEARS ADOLPHSON & PETERSON CONSTRUCTION PROJECT MANAGER — 8 YEARS PRIOR TO TEGRA 13 RELEVANT EXPERIENCE Since its inception the TEGRA Group has led facility projects spanning leases, purchases, new construction, and remodels for several hundred clients including both public- and private-sector organizations. Facility types have varied extensively, including government facilities, production and assembly plants, corporate headquarters, office facilities, warehouse/production/ distribution facilities, community centers, museums and more. We’re proud to have provided owner’s representation services for these local nonprofit organizations: Aeon American Swedish Institute Avivo Center for Asian Pacific Islanders Chrysalis Center Cornerstone Center Hmong American Partnership Minnesota Children’s Museum Minnesota Humanities Center Minnesota Literacy Council Minnesota Teen Challenge NorthEast Residence Norway House Open Arms of Minnesota Science Museum of Minnesota Second Harvest Heartland Walker Art Center 14 TEGRA Group has a rich and successful history of helping a wide variety of clients with project planning and execution. That list includes: RELEVANT EXPERIENCE Allianz Field and Midway Development, St. Paul — Stadium and surrounding development CHS Headquarters, Inver Grove Heights, MN — Campus master plan City of Fairmont, Fairmont, MN — Three-site analysis for community center City of Rapid City, Rapid City, SD — Downtown master plan City of Wayzata, Wayzata, MN — Parking study and impact to downtown Graco Office Complex, Dayton, MN — 100-acre four-building master plan Great River Energy, Maple Grove, MN — Campus master plan Minnehaha County, Sioux Falls, SD — Multiple locations and uses countywide Minnesota Children’s Museum, St. Paul — Site location master plan Minnesota Humanities Center, St. Paul — Multiple site location master plan Norway House, Minneapolis — Multiple site location master plan Second Harvest Heartland, Brooklyn Park, MN — Multiple site location master plan Target Field, Minneapolis — Stadium and surrounding development master plan Thrivent, Minneapolis — Downtown three-block master plan Walker Art Center & Minneapolis Sculpture Garden — Campus master plan 15 City of Fairmont 2017 — current TEGRA guided City officials and private donors through various design options and pricing exercises to a successful public vote. Team assembly, contracting and master budgeting were critical to moving the project forward. Contact: Paul Hoye, Finance Directorphoye@fairmont.org | 507-238-3934 CITY OF MINNEAPOLIS Mid 2014 — Fall 2017 In partnership with Hennepin Co., Avivo was included in the 2020 bonding bill to implement Phase I (design services) to renovate and expand their existing campus, which includes fulfilling State of MN predesign requirements, community engagement, and full design of the campus facilities. Phase II (construction services) was included in the 20221 State bond request. Contact: Jeff Johnson, President and CEO Jeffrey.Johnson@minneapolismn.gov 612-752-8003 REFERENCES 16 MINNEHAHA COUNTY, SD 2017 — 2019 Addition and renovation of correctional facility in Sioux Falls. TEGRA leadership included security planning, intake process, budget, design oversight and disruption avoiddance on existing corrrectional facility. Contact: Carol Muller, Commission Adminitrative Officer | cmuller@minnehahacounty.org | 612-367-4206 CITY OF RAPID CITY, SD 2017 — 2020 TEGRA led team formation, conceptual vision, public approval and delivered a $130 million multi-use facility. Worked with local fire department, police force and other juristdictions on preparing for emergency measures to provide a safe and secure 11,000-seat public arena. Contact: Steve Allender, Mayor Steve.Allender@rcgov.org | 605-394-9400 REFERENCES 17 PROCESS AT-A-GLANCE 02 04 06 01 03 05 ASSEMBLE INTEGRATED PROJECT DESIGN TEAM DEVELOP A REALISTIC SCHEDULE DETERMINE AND DEFINE PROJECT NEEDS ESTABLISH A COMPREHENSIVE BUDGET SELECT AND MANAGE PROJECT VENDORS OVERSEE MASTER PLANNING & SUBSEQUENT DESIGN 07 ONGOING CONTRACT MANAGEMENT AND COST CONTROL 08 SUPPORT COMMUNITY ENGAGEMENT EFFORTS 09 THOROUGHLY OUTLINE AND CLEARLY COMMUNICATE NEXT STEPS 18 PROPOSED APPROACH Throughout our combined years of gaining unrivaled professional experience and local industry expertise, TEGRA team members have become adept at fine-tuning processes and procedures to the maximum benefit of their clients and their respective projects. Our work for City of Edina will be no different. We will listen closely to your needs and goals and create a customized approach that optimizes efficiencies, adheres to the established timeline, and maximizes opportunities for excellence and success. While the following can be amended, this is the approach we propose at this point. 1. Develop the Schedule Develop master project schedule in conjunction with the project design team and City of Edina project team. • Work with project team to develop and update comprehensive project schedule including general milestone stages such as internal information, document organization, planning, design, City of Edina approvals, agency reviews and approvals, bonding, financing, construction, occupancy, etc. • Organize internal meetings and stakeholder meetings. • Track, update and test schedule for potential conflicts.• When appropriate, provide cost impact considerations for schedule modifications. 2. Develop & Monitor Guiding Principles Coordinated sessions of developing Guiding Principles for immediate and future building sessions will be facilitated with City of Edina and the design firm. Stakeholder input will also be necessary. Monitoring and ensuring the Guiding Principles are achieved will be part of the weekly and monthly monitoring. 3. Code & Energy Requirements Assist the design and engineering team to identify code requirements specific to immediate and future facilities. Adherence to codes is critical for City of Edina buildings. Energy analysis will be developed for mechanical and electrical options and value driven decisions. There are design resources and energy company inputs required for full analysis. 4. Design Process Assist in defining scenarios and options that include options which meet the City of Edina short and long term needs and others that includes only certain components. • Provide day-to-day project management throughout the conceptual design phase with activities such as organizing design meetings. 19 • Review previous/updated design schemes and providing experience based recommendations. • Direct the AE team to benchmark comparable existing facilities • Guide AE team to clearly delineate current need vs forecasted growth vs long term master planning. • Help City of Edina discern needs vs wants. • Initiate value engineering efforts as needed. • Facilitate timely City of Edina decisions. • Monitor AE for compliance with contractual responsibilities. 5. Internal Information Gathering, Project History Understand and work with City of Edina. • Review previous project related history, due diligence, information• Review up to date information of design documents, programing, space studies.• Review most recent stakeholder population trends/projection study. • Understand any previous committee involvement. • Confirm project program and identify supplemental planning. • Review due diligence information on hand for parcels involved with construction (i.e. title, survey, environmental, etc.) and assist in determining additional needs.• Review the needs and assessment of regulatory conditions impacting campus redevelopment. (i.e. zoning, parking, public utilities, traffic, residential relocation, etc.). • Review State requirements and approvals. 6. Project Staffing Work jointly with City of Edina project team to indentify project team members (internal and external) and identify roles and responsibilities. Develop and maintain project team directory and organizational charts for the Master Planning phase. 7. Overall Budget Management Develop conceptual master project budgets in conjunction with AE and City of Edina that includes land, soft costs, hard construction costs, furniture, fixtures, and equipment (FF&E) and project contingencies for each of the various scenarios and options; and build consensus for annual cost escalation factor. • Review status of financing considerations to date. • Assist with developing a project financing structure and cash flow model aligned with estimated project costs.• Assist Owner, if requested, in preliminary sourcing of bridge financing with a limited number of candidates. PROPOSED APPROACH (Continued) 20 8. Monthly Progress Reports Establish content to be included in monthly report with City of Edina project team. Update and distribute progress reports monthly. Use benchmarks and note progress made to identify risks and focus points. 9. Review & Comment on Documents Promote day-to-day interaction between the project design team during the conceptual design process so design decisions are presented with corresponding cost estimates; facilitate timely City of Edina decisions; and monitor team for compliance with contractual responsibilities. 10. Contract & Manage Consultants • Assist in the selection process of contracted parties. • Draft RFPs which are clearly defined.• Review proposal responses.• Provide comparative analysis of proposals, schedule, organize and facilitate interviews as needed. • Negotiate the business terms of the contract agreement with appropriate phases of the work.• Interface with City of Edina legal advisors to document agreed upon terms and conditions. 11. Review Pay Applications Develop risk management systems to evaluate potential financial and schedule risks; track approved and pending change orders, looming risks, analysis of budget/contingency; assist the project design team in their review and evaluation of costs. 12. Attend all Design Meetings / Weekly Meetings Establish agendas, facilitate with City of Edina project team, outline tasks/goals, determine Action Items, document and distribute minutes. Design worksessions will be documented by the design team, but reviewed prior to distribution 13. Site Operations & Future Needs Document lessons learned from previous studies, community use, and project initiatives; identify how, or if, current circumstances are different than when previous studies were initiated and eventually rejected. 14. Community Engagement Determine availability and desired level of stakeholder involvement in process; assist in building consensus regarding the role of committees, how and when they are engaged; assist in building consensus of what, when and how information will be shared with the public. PROPOSED APPROACH (Continued) 21 15. Work with Stakeholders / Team Work with City of Edina to outline needs assessment and master facility planning; define list of sites/buildings to consider for new project; direct AE and CM to provide preliminary site due diligence; and develop cost models for master plan and viable sites. 16. Presentations & Charrettes Work with the AE to create presentation drawings and other materials as required for public approvals and stakeholder engagement. • Work with the project team to create presentation materials required for MN State Bonding requests. • Meet with City of Edina and key project supporters, committees, and staff to address project status, budget, schedule, and other items as requested. • Assist in refining fundraising materials as needed. PROPOSED APPROACH (Continued) 22 COMMUNICATIONS PLAN Clients have repeatedly told us that they appreciate our passion and knowledge as well as the attention we give to the details on their projects. Our approach to project management is hands-on. We love our work and will do whatever it takes to deliver the Master Planning phase as you intend. Our team thoroughly enjoys the relationships we form along the way — and central to that relationship-building is respectful, timely and thorough communication. Transparency. Timeliness. Teamwork. These are the foundation of excellent project communication, and they will be the bedrock communication principles for this Master Planning endeavor. But the biggest key to successful communication? Listening. It is our top priority to make sure our clients and project stakeholders always feel heard. TeamworkComplex projects do not end up on time, on budget and with all program requirements fulfilled without a well-organized and well-managed team. Roles and responsibilities must be clearly identified, effectively communicated, and well understood. We use team management strategies and tactics ranging from one-on-one discussions to formal partnering sessions to ensure everyone is on the same page. Timely Recommendations and Rationale TEGRA is committed to helping clients avoid surprises. As such, we will communicate any recommended testing (e.g., facade review, roofing studies) and related costs to the team in a timely manner that allows for thorough discussion. And, because we consistently have our finger on the pulse of the local market and industry as a whole, we will advise promptly regarding cost escalation, changes in scheduling, challenges in procurement, etc. Communication ProtocolsWe believe it is our responsibility to establish and maintain effective communication paths and tools for the project team and various stakeholders. Creating a high functioning team often requires protocols for project-related emails, web-based visuals, formats for timely and user-friendly meeting minutes, agendas, etc. Good communication on complex projects requires more than a free flow of project related information to all parties involved. It’s essential to provide appropriate levels of information to relevant parties with the goal of streamlining, maximizing and respecting everyone’s time. 23 COMMUNICATIONS PLAN (continued) At minimum, we intend to: • Develop, propose, and implement project communication protocols. • Act as the “project point person” with the City of Edina project team.• Communicate with the Architect and Engineering (“AE”) team.• Work with specialized subject matter experts, vendors, and service providers. • Prepare and respond to emails and phone calls in a timely and respectful manner. • Review service provider requests and requirements in corresponding coordinated input. • Interact with City of Edina staff members and other stakeholders.• Prepare for and activiely participate in regularly scheduled meetings and design meetings. TEGRA team members will enthusiastically serve the project as an integral part of the Citry of Edina Project Team, adeptly flexing roles and responsibilities to meet project needs and pursue the project vision. The City of Edina’s goals are TEGRA’s goals. We can serve the City of Edina by handling day-to- day project leadership, administration and project communications. With you, we can manage the team assembly and negotiate the terms and conditions of the various contracts. We will work hand in hand with other members of the Project Team to develop a comprehensive budget and will lead efforts to keep projects on schedule and within budget throughout the process. We will concurrently develop, refine and manage the project schedule. Our job is to consistently put the Project Team in a position to make well-informed decisions throughout the project. Equally important, we will encourage all members to understand and excel at their roles and responsibilities. We manage with a ‘one team’ attitude that ensures well-planned, well-implemented, timely and respectful interaction. ONE VISION, SHARED GOALS 24 RATE SCHEDULE ITEM FEE Planning and Preconstruction $54,000 Design $90,000 Construction $117,750 Total:$297,750 25 MANDATORY REQUIREMENTS Q/A If selected to provide Owner’s Representative Services for City of Edina, TEGRA Group commits to enter the work immediately upon notification of selection. This statement of commitment further confirms that TEGRA Group has adequate staff in place to meet the requirements of the work. TEGRA has not been involved with liquidated damages on any project in our 26 years in business. We have also delivered every project on time and on budget. TEGRA is an S Corporation in the state of Minnesota, is properly licensed, and has no current projects in which working with the City of Edina will cause a conflict of interest. Regarding the contract in RFP: We anticipate a discussion of scope and terms. STATEMENT OF NON-COLLUSION If selected to provide Owner’s Representative Services for City of Edina, TEGRA Group commits to enter the work immediately upon notification of selection. This statement of commitment further confirms that TEGRA Group has adequate staff in place to meet the requirements of the work. 26 THANK YOU Edina Community Health Safety Center Scope of Services Matrix Scope of Services Matrix TEGRATEGRA leadEdina assistEdina leadTEGRA assistEdinaA. General Project Administration 1. Establish and lead project meetings X 2. Develop and periodically update project organizational materials: schedules, project budget and cash flow, project summaries, meeting minutes, or other items required by the project scope or as requested by owner X 3. Define team member roles/responsibilities for the project team X 4. Maintain hard copies of contract documents as applicable X 5. Create project reporting documents X B. Project Communications 1. Develop project communication tools 2. Act as the “project point person” for communication with the Architect/Engineer (“AE”), Construction Manager (“CM”) teams, potential vendors and service providers X 3. Prepare and respond to vendor emails and phone calls X 4. Monitor AE and CM for contract compliance regarding communication requirements.X C. Stakeholder Meetings 1. Prepare for meetings (develop agendas, action item lists, executive summaries, etc.), meeting minutes and action items X 2. Lead Client internal Project Team meetings X 3. Attend and participate in Senior Leadership Team meetings and other meetings as requested by Client X 4. Prepare and update directive log to track Client decisions in accordance with project controls X 5. Update and distribute action item lists after Client Team meetings X D. Governmental Approvals 1. Assist AE and CM with regulatory approvals X 2. Facilitate interaction between AE and CM with outside agencies as required X 3. City Permitting X E. Public Relations 1. Media relations and content X 2. Celebrations (ground breaking, topping off, tours, grand opening)X 3. Website/Social Media content and updates X F. Schedule Management 1. Develop master project schedule in conjunction with AE, CM and the Client Team; which is empowered to the CM for execution X 2. Create an organized and systematic design approval sequence with the AE team to expedite design approvals X 3. Coordinate schedules for obtaining approvals from the various governmental and regulatory entities X 4. Facilitate coordination of construction schedule X 5. Provide recommendations for targeted dates for specific milestones with Owner consultation X 6. Monitor vendors, service providers and contractors for schedule compliance and report deviations to the Client X 7. Facilitate development of schedule recovery plans if needed including notifications to put CM or AE on Notice.XADMINISTRATION & COMMUNICATIONSCHEDULE Edina Community Health Safety Center Scope of Services Matrix Scope of Services Matrix TEGRATEGRA leadEdina assistEdina leadTEGRA assistEdinaG. Master Budget Administration 1. Development of a comprehensive project budget X 2. Update and expand the established project budget as the program becomes more defined to comply with project controls X 3. Develop and periodically update cash flow projections including variance documentation X 4. Advise Project Team on appropriate contingencies for each phase of the project X 5. Periodically update the Master Budget to reflect approved revisions X H. Cost Control 1. Provide risk management systems to evaluate potential financial and schedule risks X 2. Track approved and pending change orders, looming risks, analysis of budget/contingency, and related assessments of insurance associated with the Project X 3. Assist the AE team in their review, evaluation and negotiation of CM change order requests X 4. Review change order requests with City of Edina and, if necessary, the project team X 5. Classify and maintain a log of all change orders in the following categories: (a) unforeseen conditions (b) design oversights (c) code and regulatory or (d) owner changes X 6. Review AE Additional Services requests, negotiate as needed and make recommendations to the Client Team in compliance with project controls X I. Project Accounting 1. Provide comprehensive monthly financial accounting for the Project X 2. Beginning at the time of the CM Notice to Proceed and continuing until project completion, provide a monthly Draw Request Report that includes a monthly draw request master spreadsheet, comprehensive invoice summary and copies of all project invoices approved for payment that month X 3. Monthly Draw Request spreadsheet to include the following for each vendor (a) original approved budget, (b) previous month budget, (c) budget revisions for the month, (d) current budget, (e) payment this application, (f) retainage, (g) total paid to date, (h) amount under contract, (h) funds available to finish and (j) percentage complete X 4. Invoice summary to include a complete listing of all current and past invoices, all invoices should be turned in by established date each month X 5. Provide an electronic copy of project invoices with TEGRA Group “recommended / approved for payment”X 6. Reconcile cost accounting with Client Accounts Payable staff X J. Team Assembly 1. Assist in the selection process for AE design team and CM, quality assurance testing, surveyor, commissioning agent, and other consultants and service providers as needed X 2. Assist in the preparation and publishing of RFPs, facilitate pre-proposal conferences and tours, review proposal responses, provide comparative analysis of proposals, schedule, organize and facilitate interviews, develop scorecards for interviews, prepare record document of selection for each selection process X K. Contractual Agreements 1. Negotiate the business terms of AE design and CM construction related contract agreements X 2. Interface with project legal advisors to document agreed upon terms and conditions X 3. Consult with legal advisors on various issues as needed throughout the process.X L. Risk Management 1. Consult with risk managers and project legal advisors to obtain recommendations for the appropriate types and levels of insurance for the AE, CM and other vendors/service providers X 2. Inform AE and CM of any insurance underwriter design/installation requirements X 3. Assist in the review of construction bonds and insurances to address conformance with Owner requirements X 4. Identify and assess risks throughout the process and work with Client Team, AE and CM to develop a risk mitigation plan as needed XCONSULTANTS & CONTRACTSCOST CONTROL, BUDGET & ACCOUNTING Edina Community Health Safety Center Scope of Services Matrix Scope of Services Matrix TEGRATEGRA leadEdina assistEdina leadTEGRA assistEdinaM. Environmental Remediation Coordination 1. Serve as the City of Edina's point person for coordination of environmental remediation with the City of Edina, Hennepin County, Met Council, and DEED.X 2. Asssit in the selection process for Environmental Engineering services and other service providers as needed. Prepare and publish RFPs, review proposal responses, provide comparative analysis of proposals, schedules, organize and facilitate interviews, develop scorecards for interviews, prepare record document of selection for each selection process. X 3. Provide day-to-day coordiation with the City of Edina, the Minnesota Pollution Control Agency, and Environmental Engineers on issues realted to the Grant Readiness scoring sheet, Response Action Plan (RAP), No Action Letter, No Assocation Letter, and otehr environmental related requirements. X N. Site Due Diligence 1. Assist in obtaining geotechnical testing proposals, prepare and publish RFPs, review proposal responses, provide comparative analysis of proposals. X 2. Assist with the coordination of governmental approvals such as AUAR, EAW, traffic studies, etc. as required.X O. Design Process Management 1. Assist the Client Team throughout the design phase with activities such as setting up and organizing design meetings, overseeing the development of program and Minimum Design Standards, reviewing design and providing experience based recommendations X 3. Review drawings and specifications for compliance to Program requirements X 4. Promote and facilitate as needed, day-to-day interaction between the CM and AE during the design process so design decisions are presented with corresponding CM provided cost estimates X 5. Assist with building consensus among the Client Team members to facilitate timely decisions X 6. Facilitate value engineering, cost benefit analysis, life cycle analysis with the AE, CM and the Client X 7. Monitor AE for compliance with contractual responsibilities X P. Quality Assurance 1. Assist AE team in structuring a program for quality assurance (i.e. 3rd party & Page Turn reviews), contract compliance, mock-ups, and field testing X 2. Recommend peer review of plans and specifications if appropriate X Q. Cost of the Work 1. Oversee the CM during the design phase for compliance with the pre- construction services per their contract agreement X 2. Facilitate and review cost input and periodic formal detailed cost estimates during the design process X 3. Assist CM and AE with activities such as value engineering, cost benefit analysis, life cycle analysis, development of bid package strategy, constructability reviews, operating cost estimates, and obtaining energy rebates X 4. Participate in subcontractor bid openings and interviews and ensure self- perform work protocols are followed X 5. Review proposed “Cost of the Work” and facilitate the coordination of Construction Documents, AE provided Prose Statement, CM Assumptions and Clarifications, allowances, bid alternates, and corresponding CM provided cost estimate X 6. Assist legal advisors with the development of the GMP amendment to the CM contact agreement X R. Furniture, Fixtures, and Equipment (FF&E) 1. Work with the AE team, Client team and Client team staff members to develop a FF&E budget and product specifications X 2. Coordinate with Client’s IT Department regarding the design, procurement and installation of all technology systems X 3. Assist the Client Team in the FF&E vendor selection process X 4. Develop comprehensive FF&E master spreadsheet that includes description of item, quantity, budget, actual bid price, and dates for procurement process, delivery and installation X 5. Provide periodic on-site FF&E procurement and installation coordination XDESIGN & PRECONSTRCUTION PHASESITE PREPARATION Edina Community Health Safety Center Scope of Services Matrix Scope of Services Matrix TEGRATEGRA leadEdina assistEdina leadTEGRA assistEdinaS. Construction Administration 1. Provide periodic on-site representation during construction X 2. Observe job site conditions, progress, staffing, quality, and contract compliance X 3. Assist with identifying problems/challenges and provide experienced based recommendations to Client Team on solutions X 4. Attend and represent the Client Team in jobsite meetings and jobsite walk through meetings X 5. Monitor Construction Change Directives, Construction Bulletins, RFI submittal log, shop drawing submittal log, CM submittal log, samples and mock ups X 6. Manage and track proposed change orders X 7. Keep Client abreast of problems and issues discovered on site X 8. Substantial Completion/Certificate of Occupancy X T. Job Site Safety 1. Review defective work notices, monitor CM defective work log, review remedies, coordinate AE corrective work approval X 2. Review the CM proposed site specific safety plan, incorporate into contract X 3. Report quality discrepancies, security and safety concerns to the Client X 4. Monitor CM safety reports, recordables and near misses X U. Requests for Payment 1. Review each submitted invoice or contractor pay request against amount under contract and paid to date on Monthly Draw Request ensure that a partial and/or full lien release is included as required in the CM contract X 2. Review service provider/vendor invoices and CM monthly pay requests with requirements in contract agreements X 3. Walk the jobsite with the AE and assist AE in determining if CMs proposed percentage complete for each trade category on the schedule of values is accurate X 4. Obtain AE certification of pay requests X 5. Make invoice and pay application approval recommendations to the Client X V. Move Coordination and Project Close Out 1. Coordinate and monitor complete relocation process and provide periodic on- site representation during the actual moves X 2. Organize and schedule employee meetings prior to the actual moves X 3. Assign ‘move captains’X 4. Coordinate the preparation and issue a Request for Proposal outlining specific services to be provided by the moving company for the Client project X 5. Jointly interview the final candidates and negotiate the business terms of the relocation contract X 6. Facilitate the punch list process with the AE and CM X 7. Monitor the CMs progress in obtaining final sign-off from City inspectors X 8. Oversee the commissioning process X 9. Assist the Architect with determination of dates for substantial and final completion X 10. Coordinate the transmittal of warranties, O&M documents, as-built documents, final lien waivers, attic stock, and CM field redlines of plans and specifications XCONSTRUCTION PHASEMOVE COORDINATION & CLOSE OUT Months Hours Total Hours On-boarding, Review AE RFP 4/1/2022 5/1/2022 1.50 60 90 27,000 On-boarding, Contractor RFP 5/1/2022 6/1/2022 1.50 60 90 27,000 Schematic Design Phase 5/1/2022 6/1/2022 1.50 40 60 18,000 Schematic Design Estimate 6/1/2022 6/15/2022 0.50 50 25 7,500 Design Development Phase 6/1/2022 7/1/2022 1.50 30 45 13,500 Design Development Phase 7/1/2022 7/15/2022 0.50 50 25 7,500 Construction Document Phase 8/1/2022 9/1/2022 1.50 30 45 13,500 Guaranteed Maximum Price or BID?9/1/2022 10/15/2022 2.00 50 100 30,000 Construction Phase I 11/1/2022 11/1/2023 7.25 30 218 65,250 Construction Phase II 2/1/2024 8/1/2024 4.50 30 135 40,500 FF&E Coordination 2.00 20 40 12,000 Owner / Low Voltage Coordination 3.00 20 60 18,000 Closeout 2.00 30 60 18,000 Summary 993 297,750 Edina Community Health & Safety Center- Tegra, Staffing and Pricing Proposal Date: June 21, 2022 Agenda Item #: VI.K. To:Mayor and City Council Item Type: Request For Purchase From:Chad A. Millner, P.E., Director of Engineering Item Activity: Subject:Request for Purchase: Change Order for Contract ENG 22-3 Morningside D & E Street Reconstruction Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Request for Purchase for Change Order for Contract ENG 22-3 Morningside D & E Street Reconstruction with GMH Contracting. INTRODUCTION: Rachel Contracting, the contractor on the Morningside Flood Infrastructure Project has suggested winter excavation for the Lynn and Kipling Inundation Area. They have agreed to warranty 42nd Street after these operations until June, 2023. This change order removes the warranty requirement from GMH's contract for early 2023 and places it with Rachel Contracting. GMH will continue to hold the warranty in late 2023 and 2024. ATTACHMENTS: Description Request for Purchase: CO for Contract ENG 22-3 Morningside D & E Street Reconstruction Date: June 21, 2022 Agenda Item #: VI.L. To:Mayor and City Council Item Type: Request For Purchase From:Chad A. Millner, P.E., Director of Engineering Item Activity: Subject:Request for Purchase: Change Order for Contract ENG 22-5 Morningside Flood Infrastructure Project Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Request for Purchase for Change Order for Contract ENG 22-5 Morningside Flood Infrastructure Project with Rachel Contracting. INTRODUCTION: Rachel Contracting, the contractor on the Morningside Flood Infrastructure Project has suggested winter excavation for the Lynn and Kipling Inundation Area. They have agreed to warranty 42nd Street after these operations until June 2023. This change order removes the warranty requirement from GMH's contract, the street reconstruction contractor, for early 2023 and places it with Rachel Contracting. This change order will also extend the contract 7 months to June 15, 2023. ATTACHMENTS: Description Request for Purchase: CO Contract ENG 22-5 Morningside Flood Infrastructure Project CHANGE ORDER NO.1 Contract No: ENG 22-5 Contract Date: May 4, 2022 Type of Work: Morningside Flood Infrastructure Location: Weber Park Contractor: Rachel Contracting, LLC. Address: 4180 Napier Court NE, St. Michael, MN 55376 Description of Change: Adjustment of Completion Date and 42nd Street Pavement Warranty ITEM DESCRIPTION UNIT QTY PRICE TOTAL 1 7.5-month contract completion date extension to June 15, 2023 $0.00 2 42nd Street pavement warranty addition – notes below. $0.00 TOTAL CHANGE ORDER NO.1 $0.00 IN ACCORDANCE WITH THE CONTRACT AND SPECIFICATIONS, THE CONTRACT AMOUNT SHALL BE ADJUSTED IN THE AMOUNT OF $0.00, AND EXTENSION OF 7 MONTHS SHALL BE ALLOWED FOR COMPLETION OF THE PROJECT. THERE IS A CHANGE TO A June 15, 2023 COMPLETION DATE FROM NOV. 15, 2022. Amount of Original Contract Total Additions Total Deductions Amount of Adjusted Contract $7,995,424.97 $0.00 $0.00 $7,995,424.97 ITEM #2: 42nd Street pavement warranty addition. Rachel Contracting has agreed to warranty 42nd Street from Kipling Avenue to Grimes Avenue and the westbound lane between Grimes Avenue to Alden Drive until June, 1, 2023 following winter excavation of the Lynn & Kipling Inundation Area. City will walk though area in Spring 2023 with both contractors before warranty changeover. There will be a similar change in contract with GMH, the City’s Contractor on the street reconstruction of 42nd Street. GMH will continue to hold the 2nd year of the 42nd Street warranty for 2024 as detailed in GMH’s original contract. Approved Contractor: City of Edina: By: By: Title: Title: Director of Engineering Date: Date: G:\ENG\CONST\CONTRACTS\2022\ENG 22-5 Morningside Flood Infrastructure Project\Mside Flood Infras Project\ADMIN\LEGAL\Morningside Flood Project Change Order No. 1.doc Date: June 21, 2022 Agenda Item #: VI.M. To:Mayor and City Council Item Type: Request For Purchase From:Chad A. Millner, P.E., Director of Engineering Item Activity: Subject:Request for Purchase: Final Design Engineering Services for France Avenue Sidewalk Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Request for Purchase for Final Design Engineering Services for the France Avenue Sidewalk from 58th to 60th Street with Bolton & Menk for $29,975. INTRODUCTION: Bolton & Menk completed preliminary layouts for a sidewalk from Fuller Street to Highway 62 along the east side of France Avenue. T his contract will complete final design and bidding documents for the segment of sidewalk from 58th to 60th Street. The intent is to try to construct that portion of sidewalk this year. ATTACHMENTS: Description Request for Purchase: Final Design Engineering Services for France Avenue Sidewalk Bolton & Menk Agreement Request for Purchase Requisition Number 1 CITY OF EDINA 4801 W 50th St., Edina, MN 55424 www.EdinaMN.gov | 952-927-8861 12200121 Department: Engineering Buyer: Chad Millner Date: 6/15/2022 Requisition Description: Final Design Engineering Services France Ave Sidewalk Vendor: BOLTON & MENK INC Cost: $29,975.00 REPLACEMENT or NEW:NEW - NEW PURCHASE SOURCE:SERVIC K - SERVICE CONTRACT DESCRIPTION: These services are for final design and creation of bidding documents for sidewalk along France Ave from 58th Street to 60th Street. The intent is there is contractor capacity is to install in 2022. This facility was recommended in the 2018 Pedestrian and Bicycle Master Plan and supports the City’s budget goals of “Strong Foundation” and “Livable City.” BUDGET IMPACT: These services will be funded by the Pedestrian and Cyclist Safety (PACS) Fund. The PACS Fund will also pay for future construction of the sidewalk. 2 COMMUNITY IMPACT: The sidewalk is expected to improve the walkability and bikeability of the area. It will also improve community health by providing an opportunity for residents to incorporate physical activity into their everyday lives. ENVIRONMENTAL IMPACT: Construction of this project will increase the City’s impervious surface area. A multi-modal transportation system typically reduces motor vehicle trips by providing safe transportation alternatives. This reduction in vehicle trips reduces greenhouse gas emissions. N:\Proposals\Edina\France Ave Sidewalk\PROPOSAL_France Ave Sidewalk Phase I Final Design.docx June 14, 2022 Mr. Chad Millner Director of Engineering City of Edina RE: Proposal for Professional Engineering Services France Avenue Sidewalk – Phase 1 – 58th to 60th Street Final Design City of Edina, Minnesota Dear Mr. Millner, Thank you for allowing Bolton & Menk to provide you with this proposal for professional engineering services for final design of a sidewalk along the east side of France Avenue from 58th Street to 60th Street. This proposal is based on the preliminary design and layout completed earlier this year. As a part of this proposal, we have described our project understanding, detailed our proposed scope of work, and provided our estimated fees. PROJECT UNDERSTANDING The City of Edina wants to construct sidewalk along the east side of France Avenue from TH 62 north to Fuller Street. This segment of sidewalk, proposed in the City’s 2018 Pedestrian and Bicycle Master Plan, fills a significant gap in the City’s sidewalk network and will support Metro Transit’s future E Line Bus Rapid Transit service. The sidewalk along this segment of France Avenue will be completed in multiple phases. Phase 1, included with this proposal, includes 58th Street to 60th Street. As a part of preliminary design, it was determined that the curbline will be shifted in (west) 3-ft to help accommodate the sidewalk. The proposed sidewalk is 6-ft wide and due to topography and grading constraints it will be placed at back of curb. Hennepin County has reviewed the preliminary layout for the sidewalk improvements, including shifting the east curbline, and is agreeable to this modification. Stormwater spread will need to be reviewed by the design team and Hennepin County during final design. Utility improvements are expected to be minimal as a part of the design and project, and include: hydrant relocations, and catch basin relocations as necessary with shifting the curb and the alignment of the sidewalk. There are two hydrants along this stretch of France Avenue, necessary relocation will be determined during final design. An Erosion Control Permit will be required from the Minnehaha Creek Watershed District, added impervious for this linear project is expected to be under 10,000 sf therefore the stormwater management rule will not be triggered. The project is expected to be constructed utilizing City funds. City of Edina – France Avenue Sidewalk – Phase 1 Final Design June 14, 2022 Page 2 N:\Proposals\Edina\France Ave Sidewalk\PROPOSAL_France Ave Sidewalk Phase I Final Design.docx SCOPE OF WORK In accordance with the City’s request, Bolton & Menk proposes to complete the following scope in support of final design of the France Avenue Sidewalk from 60th Street to 58th Street. Task 1: Project Management and Meetings We will coordinate with city staff throughout the project. Two design meetings are proposed. In addition to design meetings with City staff, we have included time for the following meetings: • Three resident coordination meetings Task 1 Deliverables: Agendas, Right of Entry forms Task 2: Utility Coordination It is expected that utility conflicts will be minimal as the private utilities that are behind the curb will be deep enough not to be impacted by the sidewalk section. A utility coordination meeting will be held during the design phase. Task 2 Deliverables: Utility information and contacts Task 3: Final Design Final design will build off the preliminary design layout. Plans will include plan view of the sidewalk, along with cross-sections every 25-ft, and at every driveway. Due to the existing topography, we expect grading beyond the existing right of way will be necessary to manage slopes and help maintain existing driveway grades. Temporary easements are not anticipated, we expect a right of entry from the property owner’s will be provided for the City’s contractor to complete this work. It is assumed that a detour and traffic control plan will not be required as a part of the plan set, MnMUTCD Temporary Traffic Control Field Manual shall be utilized by the contractor as necessary during construction. Our team will prepare construction plans and specifications meeting City standards. Submittals will include 60% (plans and estimate), 90% (plans, specifications, estimate), and 100% (plans, specifications, and estimate). Plans will include all necessary information needed to inform a contractor of the work needed to complete the sidewalk improvements. An engineer’s estimate will be completed along with the 60%, 90%, and 100% plans. We will coordinate and submit all required permits for this project. We expect the following permits are required: NPDES Stormwater Permit, MCWD Erosion Control Permit, and Hennepin County ROW Permit. Task 3 Deliverables: • Signed plans (electronic PDF) • Special provision (electronic PDF) • Engineer’s estimate (Microsoft Excel) • Permit application preparation and submittal (permit fees to be paid by City) City of Edina – France Avenue Sidewalk – Phase 1 Final Design June 14, 2022 Page 3 N:\Proposals\Edina\France Ave Sidewalk\PROPOSAL_France Ave Sidewalk Phase I Final Design.docx Task 4: Stormwater Analysis Stormwater analysis for the sidewalk improvements from 60th Street to 58th Street will include determination of the spread of stormwater during the design rainstorm event. France Avenue is a Hennepin County Road so the stormwater analyses will follow the Hennepin County water resources design guidance to determine if the proposed spread conditions, with the modified curb line, are acceptable. Our team will utilize the city’s XP-SWMM hydraulic model to evaluate the storm drainpipe capacities. We will use software approved by the Federal Highway Administration, MN DOT, and/or Hennepin County to compute the spread at each catch basin along the Phase 1 project corridor. If proposed condition spreads are not acceptable, we will work through a design process to upgrade catch basins, storm drainpipes, or a combination of upgrades to both catch basins and pipes. Task 4 Deliverables: Stormwater Memo Task 5: Bidding Assistance We will prepare bidding documents, for online bidding by the city, and provide bidding assistance by answering contractor questions, prepare addendum as needed, and provide award recommendation. Task 5 Deliverables: Bidding documents, addendum, and award recommendation SCHEDULE This task schedule identifies the major activities for this project. Task Start End Project Management December 2021 August 2022 Utility Coordination June 2022 July 2022 Final Design June 20 July 29 Construction September 2022 October 2022 City of Edina – France Avenue Sidewalk – Phase 1 Final Design June 14, 2022 Page 4 N:\Proposals\Edina\France Ave Sidewalk\PROPOSAL_France Ave Sidewalk Phase I Final Design.docx ESTIMATED FEES Bolton & Menk proposes to complete the above scope of work on an hourly basis for a not to exceed hourly fee of $29,975 ($23,027 if stormwater spreads are acceptable). These fees for the individual tasks are estimates, a breakdown of the estimated fees are as follows: Task 1 Project Management and Meetings $ 3,050 Task 2 Utility Coordination $ 400 Task 3 Final Design $ 9,600 Task 4 Stormwater Analysis $ 8,477 Task 4a Storm sewer modifications* $ 6,948 Task 5 Bidding Assistance $ 1,500 Total Estimated Fee $ 29,975 * If spreads are not acceptable storm sewer modifications will be needed. If you find this proposal satisfactory, your signature of this proposal will constitute acceptance of the terms outlined and your authority for us to proceed. Please contact us if you wish to discuss this proposal. We look forward to providing these professional engineering services to the City of Edina and appreciate your continued consideration of Bolton & Menk, Inc. Sincerely, BOLTON & MENK, INC. Sarah E. Lloyd, P.E. Principal Engineer Accepted By: ____________________________________ Date: _____________ Date: June 21, 2022 Agenda Item #: VI.N. To:Mayor and City Council Item Type: Request For Purchase From:Derik Otten, Facility Manager Item Activity: Subject:Request for Purchase: Design and Construction Services for South Ramp at 50th & France Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Request for Purchase for Design and Construction Services for South Ramp at 50th & France with Kimley-Horn for $64,200. INTRODUCTION: The City owns two parking ramps in the 50th & France Shopping District. These ramps require annual inspections to receive operational permits from the City's Building Department. In 2021, the inspection of the South Ramp identified several required structural repairs to ensure continued operation in 2023 and subsequent years. These repairs will need to be designed by a structural engineer licensed with the State of Minnesota who will also oversee the repair work. ATTACHMENTS: Description Request for Purchase: Design and Construction Services for South Ramp Kimley Horn Agreement Request for Purchase Requisition Number 1 CITY OF EDINA 4801 W 50th St., Edina, MN 55424 www.EdinaMN.gov | 952-927-8861 12200149 Department: Engineering Buyer: Derik Otten Date: 06/14/2022 Requisition Description: Design Services for 50th and France South Ramp Repairs Vendor: Kimley Horn Cost: $64,200.00 REPLACEMENT or NEW:REPLACEM - REPLACEMENT PURCHASE SOURCE:QUOTE/BD - QUOTE/BID DESCRIPTION: These design services will prepare construction documents to provide bidding and construction phase service for repairs to the south ramp. The primary purpose of the repairs is to satifsy the Building Department's requirements for obtaining annual operating permits for the parking ramps. The repairs must include the structurally required repairs notes in the annual inspection reports dated November 23, 2021. BUDGET IMPACT: Funding for the repairs will be through a combination of 'SPARC' funds provided through the city, and assessed costs to the district. 2 COMMUNITY IMPACT: The 50th and France District is a destination shopping and dining district. Keeping the parking ramps in safe and usable condition is required to keep the district vibrant. ENVIRONMENTAL IMPACT: NA Service Contract kimley-horn.com 767 Eustis Street, Suite 100, St. Paul, MN 55114 651 645 4197 June 9, 2022 Mr. Derik Otten Facilities Manager City of Edina 7450 Metro Boulevard Edina, MN 55439 RE: City of Edina – North and South Parking Ramps 2022 Repair Documents Supplemental Agreement to Master Agreement for Professional Engineering Services Dear Mr. Otten: Kimley-Horn and Associates (Kimley-Horn) is pleased to submit this Supplemental Agreement for services related to repairs at the North and South Ramps located in the 50th and France district. The work will be performed in accordance with Kimley-Horn’s Master Services Agreement with the City of Edina (City), dated August 16, 2013. Project Understanding It is our understanding that the City has a budget for design and construction of repairs between $300,000 and $350,000 for repairs and improvements at the City-owned North and South Ramps that serve the 50th and France development district. The two parking garages are located at 3940 Market Street (North Ramp) and 4050 W 51st Street (South Ramp). It is our understanding that the City would like Kimley-Horn to prepare construction documents and provide bidding and construction phase services for repairs on the noted garages. The primary purpose of the repairs is to satisfy the Building Department’s requirements for obtaining annual operating permits for the facilities for the next 3-5 years based “structurally required” repairs noted in the Parking Ramp Annual Inspection Reports (Inspection Reports) for the North Ramp and South Ramp, dated November 23, 2021. The repairs must include the structurally required repairs noted in the Inspection Reports and should also include a portion of the recommended repairs noted in Kimley-Horn’s Condition Assessments dated November 19, 2021. The repairs should include recommended structural repairs from the condition assessments such that the estimated total construction cost plus Kimley-Horn’s fees are limited to a total of approximately $350,000. Lastly, it is our understanding that the City intends to engage a contractor under a Stipulated Sum / Unit Price Contract that will allow work item scope to be adjusted on a unit cost basis such that the final construction cost of the work can be tailored to fit the City’s budget. Prior to this Supplemental Agreement submittal, Kimley-Horn reviewed the condition assessment reports noted above to explore which repairs could reasonably be undertaken as part of the scope of this work such that the repair construction costs might fit within the City’s noted budget limit. Based on this review Kimley-Horn met with the City to discuss the repair scope. Based on the discussions in Page 2 kimley-horn.com 767 Eustis Street, Suite 100, St. Paul, MN 55114 651 645 4197 our meeting with the City It is Kimley-Horn’s understanding that the City would like the following repairs completed at the North and South Ramps: North Ramp Repair Scope Structurally Required Repairs identified in Annual Inspection Report: · Replace damaged expansion joint on Level 2. · Repair delaminated/spalled concrete on Level 1. Recommended Repairs identified in Condition Study Report up to the allowable budget: · Replace deteriorated Expansion Joints · Repair deteriorated EJ nosing materials South Ramp Repair Scope Structurally Required Repairs identified in Annual Inspection Report: · Repair delaminated/spalled concrete with exposed post-tension cables on Level 1A. · Install closure plates on east and west ends of barrier wall at Level 4. · Repair corroding steel bearing at the Northwest stair stringer on Level 3. Recommended Repairs identified in Condition Study Report up to the allowable budget: · Repair noted concrete floor spalls · Repair overhead/vertical concrete spalls · Provide full depth joist repairs · Provide full depth slab repairs · Repair deteriorated metal stair treads · Repair deteriorated metal stair landings Scope of Services Kimley-Horn will provide the services specifically set forth below. Task 1 – Repair Document Development · Visit the site up one (1) time to verify bid quantities or repair types. It is assumed that up to one (1) hour may be needed at each garage in addition to travel time. · Develop repair Plans including a plan showing repair locations, and appropriate repair details and quantities. · Develop technical specifications. · Assist Client with preparation of front-end specifications: o Review and comment on Client’s front-end specifications (WORD file format) one time. o Provide one final review of final documents (PDF format) after Client makes corrections per KH comments. o Client responsible for leading creation and completion of front-end specifications Page 3 kimley-horn.com 767 Eustis Street, Suite 100, St. Paul, MN 55114 651 645 4197 · Meet with a Building Official of the City to present the proposed repairs of the facilities and to verify they are satisfied with the scope of the repairs with respect to obtaining operating permits. · Attend up to two (2) phone conferences with City (1hr each). · Deliver 90% drawings and technical specifications documents for review by City of Edina including a summary of an opinion of probable cost. · Deliver drawings (22x34 – PDF format) and technical specifications (8 1/2 x 11 – WORD document format) to City of Edina for bidding. · Respond to one (1) round of Owner review comments to the 90% deliverable. · Provide project management and quality control reviews necessary to complete the work. Task 2 – Limited Bid Phase Services · Attend up to one (1) pre-bid meeting hosted by Client via teleconference (2 hour). · Review and comment on contractor bid documents up to one (1) time. · Respond to up to three (3) contractor pre-bid requests for information or substitution requests. · Develop and deliver up to one (1) addendum to the Bid Documents for Client distribution to the bidders. · Bid Phase client communications (up to 3 hours). · Submit permit drawings to the Building Department if required by the Building Official and if notified by the building official that it could accelerate permit process. Task 3 – Limited Construction Phase Services · For the purposes of developing fees, It is assumed that the construction phase duration will be twelve (12) weeks from Contractor’s date of mobilization to date of Final Completion. · Attend up to one (1) pre-construction meeting led by Contractor (up to 2 hour) and up to six (6) construction progress meetings (up to one hour) led by Contractor at a mutually agreed-to schedule. · Provide part-time on-site construction observation. Assumes an average of six (6) hours per week of construction observation time during the assumed construction phase duration. · Review and respond to specified product submittals. Kimley-Horn will review each submittal up to two times. Additional reviews will be considered additional services. · Review and respond to up to twelve (12) contractor requests for information (RFIs) and up to four (4) change order requests. · Review and comment on up to four (4) contractor’s pay applications. · Assist the Client in preparation of up to two (2) Change Orders. It is assumed that Change Orders can capture modifications proposed in multiple change order requests. · Review and comment on contractor-provided record drawings for completeness (PDF format) · Review and comment on contractor close-out document submittals. · We assume construction surveying or material testing, if necessary, will be provided by the contractor. Page 4 kimley-horn.com 767 Eustis Street, Suite 100, St. Paul, MN 55114 651 645 4197 We will use the plans previously provided to us by the City. Additional Services Any services not specifically provided for in the above scope will be billed as additional services and performed at our then current hourly rates. Additional services we can provide include, but are not limited to, the following: · Site Civil or Survey Work · Preparation and delivery of design calculations, If any. · Additional Bid Phase services beyond the limited scope noted above including but not limited to bid advertisement, and attendance at bid opening. · Additional Construction Phase service beyond the limited scope noted above including services for construction phase extending past the assumed duration. Schedule Kimley-Horn will provide the services listed in the Scope of Services within a timeline as agreed upon by Kimley-Horn and the Client. Kimley-Horn will work with the Client to complete our Scope of Services as expeditiously as possible considering the constraints of the Client and our Subcontractors. Due to the everchanging circumstances surrounding the COVID-19 Virus, situations may arise during the performance of this Supplemental Agreement that affect availability of resources and staff of Kimley- Horn, the client, other consultants, and public agencies. There could be changes in anticipated delivery times, jurisdictional approvals, and project costs. Kimley-Horn will exercise reasonable efforts to overcome the challenges presented by current circumstances, but Kimley-Horn will not be liable to Client for any delays, expenses, losses, or damages of any kind arising out of the impact of the COVID- 19 Virus. Fee and Billing Kimley-Horn will provide the services described in the Scope of Services on a labor fee plus expense basis with the maximum total fee shown below: Task 1: Repair Document Development $ 26,200 Task 2: Limited Bid Phase Services $ 5,300 Task 3: Limited Construction Phase Services $ 32,700 Total Fees (Labor plus Expense) $ 64,200 Kimley-Horn will not exceed the total fee shown without authorization from the Client. Individual task amounts are provided for budgeting purposes only. Kimley-Horn reserves the right to reallocate amounts among tasks as necessary. Page 5 kimley-horn.com 767 Eustis Street, Suite 100, St. Paul, MN 55114 651 645 4197 Labor fee will be billed on an hourly basis according to our then-current rates. A percentage of labor fee will be added to each invoice to cover certain expenses as to these tasks such as telecommunications, in-house reproduction, postage, supplies, project related computer time, and local mileage. Administrative time related to the project may be billed hourly. All permitting, application, and similar project fees will be paid directly by the Client. Fees will be invoiced monthly. Payment will be due within 35 days of the date of the invoice. In addition to the matters set forth herein, our Agreement shall include and be subject to, and only to, the terms and conditions of the Master Agreement for Professional Engineering Service (MAPES) between the City and Kimley Horn and Associates, Inc. dated August 16, 2013. If you concur in all the foregoing and wish to direct us to proceed with the services, please have authorized persons execute both copies of this Agreement in the spaces provided below, retain one copy, and return the other to us. We appreciate this opportunity to continue our services to the City of Edina. Please contact me at 651-426-2218 if you have any questions. Very truly yours, KIMLEY-HORN AND ASSOCIATES, INC. Pat Carlson, P.E. Daniel J. Coyle, P.E. Project Manager Vice President Agreed to this day of , 2022. CITY OF EDINA BY:________________________________ Scott Neal, City Manager Date: June 21, 2022 Agenda Item #: VI.O. To:Mayor and City Council Item Type: Report / Recommendation From:Chad A. Millner, P.E., Director of Engineering Item Activity: Subject:Approve Encroachment Agreement with 5501 Beard Court Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Encroachment Agreement with 5501 Beard Court for pavers and retaining walls. INTRODUCTION: 5501 Beard Court has both private and public utilities that cross the property. These utilities create hardships above a typical residential property. Staff has worked with the owners to limit what is included in the encroachment area. T he City has also recently rehabilitated the sanitary sewer system across this property. See attached agreement. ATTACHMENTS: Description Encroachment Agreement with 5501 Beard Cour Encroachment Exhibit {reserved for recording i11f'or111ation) ENCROACHMENT AGREEMENT AGREEMENT made this a day of M� , 2022, by and between the CITY OF EDINA, a Minnesota municipal corporation ("City"), and BRIAN E. IDGGINS and MISTY HIGGINS, spouses married to each other ("Owners"). 1.BACKGROUND. Owners are the fee owners of certain real prope1ty located in the City of Edina, County of Hennepin, State of Minnesota, legally described on Exhibit "A" attached hereto, having a street address of 5501 Beard Court, Edina, Minnesota 55410 ("Subject Property"). The City owns a utility easement over a portion of the Subject Prope1ty ("Easement Area"). Owners desire to install pavers and retaining walls ("Improvements") on the Subject Property which will encroach on the City's Easement Area as depicted on the attached Exhibit "B". 2. ENCROACHMENT AUTHORIZATION. The City hereby approves the encroachment in the Easement Area on the Subject Prope1ty for the Jmprovements subject to the conditions set fo1th in this Agreement. Further conditions of encroaclm1ent approval are: 221780v3A •The City shall have no responsibility to repair, replace or maintain the Improvements located within the Easement Area. The Improvements must not impact or increase water drainage on the abutting properties or cause any adverse drainage patterns or erosion to the abutting properties. The Owners, their heirs, successors and assigns, are fully responsible and liable for any and all damage caused to the Improvements because of them being installed in the Easement Area. The Owners of the Subject Property will own and maintain the Improvements. Further, Owners agree that the Improvements shall be constructed and installed consistent with all applicable federal, state and local laws and regulations. 3. HOLD HARMLESS AND INDEMNITY. In consideration of being allowed to encroach in the Easement Area, the Owners, for themselves, their heirs and assigns, hereby agree to indemnify and hold the City harmless from any damage caused to the Subject Property, including the Improvements in the Easement Area, caused in whole or in part by the encroachment into the City's Easement Area. 4. TERMINATION OF AGREEMENT. The City may terminate this Agreement at any time if it is reasonably necessary for the City to occupy the Easement Area for utility purposes and the Improvements are inconsistent with the City's use of the easement. Prior to termination, the City will give the then Owners of the Subject Property thirty (30) days advance written notice, except that no notice period will be required in the case of an emergency condition as determined solely by the City and this Agreement may then be terminated immediately. The Owners shall remove that portion of the Improvements to the extent it impacts the Easement Area to the effective date of the termination of this Agreement. If the Owners fails to do so, the City may remove the Improvements to the extent it impacts the Easement Area and charge the cost of removal back to the Owners for reimbursement. 5. RECORDING. This Agreement shall run with the land and shall be recorded against the title to the Subject Property. 221780v3A 2 CITY OF EDINA By (SEAL) James Hovland, Mayor And Scott Neal, City Manager STATE OF MINNESOTA ) )ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this day of , 2022, by James Hovland and by Scott Neal, respectively the Mayor and City Manager of the City of Edina, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. Notary Public 221780v3A 3 Higgins GIFSTON ANTHONY WIGNAL NOTARY PUBLIC-MINNESOTA My Commission Expires Jan. 31, 2025 9r,.....A.NAiNIVNAP4VV4Ast PROPERTY OWNERS: STA I E OF MINNESOTA ) COUNTY OF il ta,p1 1 , )ss. ) ei The foregoing instrument was acknowledged before me this l3 day of #otheri , 2022, by Brian E. Higgins and Misty Higgins, spouses married to each Notary Public DRAFTED BY: CAMPBELL KNUTSON, Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 221780v3A 4 EXHIBIT "A" TO ENCROACHMENT AGREEMENT Lots 1 and 2, except that part of said Lots lying Southerly of a line running from a point on the East line of Lot 1, distant 8 feet Northerly of the Southeast corner of said Lot 1 to a point on the West line of Lot 2 distant 13 feet Southeasterly from the most Northwesterly corner of Lot 2, all in Block 1, Lorraine Court, Hennepin County, Minnesota. (COT 1381918) And The South 45 feet of the West 23 feet of Lot 12 and the South 45 feet of the East 40 feet of Lot 13, Block 2, White Investment Company's Hidden Valley, Hennepin County, Minnesota. (Abstract) And The South 45 feet of the following described premises: Lot 13, except the East 40 feet thereof, and all of Lot 14, Block 2, White Investment Company's Hidden Valley, Hennepin County, Minnesota. (Abstract) Parcel ID No. 20-028-24-21-0141 221780v3A 5 EXHIBIT "B" TO ENCROACHMENT AGREEMENT f ST 123.0r 221780v3A 6 or5 Easement Exhibit For: BRIAN AND MISTY HIGGINS 50.00EAST 123.00 N 00°42'05" E 87.00NORTH 45.0045.008.00Beard Avenue SouthB e a r d C o u r tNORTH 95.00556" DIP Watermain9" VCP Sanitary Sewer24'2"7'8"37'4"12'10"4'0"17'6"29'6"8'6"3'8"8'8"3'6"10'8"4'10"26'4"P o r c hStoop Cant 5'0"11'10"19'10"C o n c r e t eC o n c r e t e D r i v e w a y Deck aboveConcrete Patio31.2 10.031.2 15.1Covered 2' c a n t San Serv16'0"16'2"tcc865.61tcc867.92tcc 860.58 tcc861.01 tcc861.15tcc861.46tcc862.07tcc862.47tcc863.96ResidenceNo. 5501 Bldg Addition8'0"14'0" 14'0"8'0"Existing 24" V C P S a n i t a r y Sewer 869.9 862.3 861.7Set POL870.7 Set POL865.1 GuyAnchorPowerPole Ccped861.8 Set POL 860.3 Set POL861.7 PowerPole TimberRetaining Walls Chain Link Fence North Line of Lot 1 Lorraine Court Found Spike 10' Utility Ea s e m e n t Fence 0.6' West of Line Fence 0.9' East of Line South Line of Lot 1,Lorraine Court Wall 5.1'South of Line Wall 2.3'South of Line Southwest Corner Lot 14 Northwesterly Cornerof Lot 2 SoutheastCorner of Lot 1 Existing 100yr Flood Contour Elevation = 855.1 Overhead Wires BoulderWall The North line of theSouth 45 feet of Lots 12, 13, and 14, Block 2. BoulderWall 856.9 856.6857.1 855.9855.116.80Prop. Shed Exis. Fence N 78°14' 2 2 " W 8 9 . 6 1 Exis. Walltw857.1bw856.5 O v e r h e a d W i r e s ( T Y P. )San. Serv.to No. 5421L=27 . 0 6 R=50 . 0 0 =31° 0 0 ' 4 0 " L = 1 3 . 0 0 = 1 4 ° 5 3 ' 4 9 " Area Encroaching on Easement 41.80F:\survey\lorraine court - hennepin\1-2-\01 Surveying - 81373a\01 CAD\01 Source\01 Survey Base.dwg Basis for bearings is assumed Surveyors Certificate 000.0 x000.0 Denotes Wood Hub Set for excavation only Denotes Existing Elevation Denotes Proposed Elevation Denotes Surface Drainage Denotes Iron Monument Denotes Found Iron Monument Denotes Proposed Contours Denotes Existing Contours Drawn By Signed Gregory R. Prasch, Minn. Reg. No. 24992 Scale: 1" = 20' F.B.No. Project No.I certify that this survey, plan, or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota rev Address: 7601 73rd Avenue North Minneapolis, Minnesota 55428 (763) 560-3093 DemarcInc.com 81373C 1062-22 Easement Exhibit For: 5501 Beard Court Edina, MN Prepared this 9th day of May 2022. BRIAN AND MISTY HIGGINS Property located in Section 20, Township 28, Range 24, Hennepin County, Minnesota Benchmark: Top Nut Hydrant located at Fuller Street & Beard Avenue. Elevation = 877.86 Hennepin County Tax Description: The South 45 feet of Lots 13 and 14, and the South 45 feet of the West 23 feet of Lot 12, all in Block 2 White Investment Company's Hidden Valley, according to the recorded plat thereof situate in Hennepin County, Minnesota and that part of Lots 1 and 2, Block 1, LORRAINE COURT, according to the recorded plat thereof situate in Hennepin County, Minnesota lying northerly of a line running from a point in the East Line of said Lot 1 distant 8 feet North from the Southeast corner thereof to a point in the Westerly line of said Lot 2 distant 13 feet Southerly from the Northwesterly corner thereof. Subject to easements and restrictions of record, if any. A portion of the property is in Flood Zone AE per FEMA Map 27053CO364F. Effective date November 4, 2016 Flood Elevation 854.6 feet (NGVD29) NOTE: The only easements shown are from plats of record or information provided by client. Date: June 21, 2022 Agenda Item #: VI.P. To:Mayor and City Council Item Type: Report / Recommendation From:Jessica V. Wilson, Water Resources Coordinator Item Activity: Subject:Approve Cooperative Agreement with Nine Mile Creek Watershed District for the Lynmar Basin Stormwater Retrofit Project Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Cooperative Agreement with Nine Mile Creek Watershed District for the Lynmar Basin Stormwater Retrofit Project. INTRODUCTION: Excess phosphorus in Lake Edina is causing algal blooms and poor water quality. The Nine Mile Creek Watershed District completed a lake study in 2019 to evaluate management practices to improve water quality. The Lynmar Basin is a low-lying, open space at Bristol & Mavelle Park that currently briefly detains stormwater before it makes its way to Lake Edina and eventually Nine Mile Creek through storm sewer pipes. T he location was identified as an opportunity to better manage stormwater as part of a larger effort to improve downstream water resources. The retrofit project will better utilize the space to capture and clean more stormwater than it already does today. The existing dry pond area will be expanded and deepened to promote stormwater infiltration. The infiltration basin will be planted with native trees, shrubs, and forbs. The project benefits include; >Less polluted water entering Lake Edina and downstream water resources >Reduced flooding in the South Cornelia neighborhood >Enhanced natural resources, including improving pollinator habitat >A portion of the space kept open for passive recreation, and a new walking path This project was presented at the September 21, 2021 City Council meeting. The attached agreement defines the terms for the construction by the District and ownership operation and maintenance by the City. Staff have engaged with residents through the project webpage at www.BetterTogetherEdina.org/Bristol-Mavelle-Park ATTACHMENTS: Description Cooperative Agreement Feasibility Report City of Edina- June 21, 2022 Nine Mile Creek Watershed District Lynmar Basin Stormwater Retrofit 222083v1 1 Cooperative Agreement Between City of Edina and Nine Mile Creek Watershed District for the LYNMAR BASIN STORMWATER RETROFIT PROJECT This cooperative agreement is made by and between the City of Edina (Edina), a Minnesota municipal corporation, and Nine Mile Creek Watershed District (NMCWD), a watershed district with purposes and powers set forth in Minnesota Statutes chapters 103B and 103D, to achieve shared goals for improving water quality in Lake Edina and reducing local flood risk through design, construction and maintenance of the Lynmar Basin Stormwater Retrofit Project. RECITALS Whereas NMCWD has authority under chapters 103B and 103D to design and implement projects to improve water quality, protect water resources and mitigate risk of and damage from flooding within the Nine Mile Creek watershed; Whereas NMCWD has an approved water-resources management plan pursuant to Minnesota Statutes chapter 103B, and the capital improvements program in the plan calls for implementation of water-quality improvements emanating from assessment of water quality in Lake Edina, and a 2019 study completed by the NMCWD engineer recommended consideration of several measures to improve water quality in the lake; Whereas Edina and NMCWD executed a memorandum of understanding on September 17, 2019, memorializing the parties’ commitment to collaborating on development and implementation of water-resource protection and improvement projects in that portion of the city within the Nine Mile Creek watershed; Whereas Edina owns and operates Bristol & Mavelle Park (the Park), a recreational and natural area upgradient of Lake Edina, which has been listed by the Minnesota Pollution Control Agency as “impaired” for the designated use of aquatic recreation due to excess nutrients (phosphorus); Whereas the 2020 Nine Mile Creek Watershed District Lake Cornelia and Lake Edina Water Quality Improvement Project, Feasibility Study/Preliminary Engineering Report prepared by the NMCWD engineer identified the Park as a potential site for stormwater best-management practices to reduce stormwater volume and pollutant-loading to Lake Edina, and at its September 21, 2021, meeting, the Edina City Council indicated support for development of the concept for a stormwater-management project in the park; Whereas in pursuit of a goal of the plan, the NMCWD engineer – with the benefit of input and guidance from Edina engineering, public works and parks staff – completed a study in February 2022 of the feasibility of a conceptual design for an expansion and enhancement of the function of an existing stormwater-management dry pond (Lynmar Basin) in the Park to reduce the volume of stormwater draining to Lake Edina and thereby reduce pollutant loading to the lake, and the study determined that grading and excavating City of Edina- June 21, 2022 Nine Mile Creek Watershed District Lynmar Basin Stormwater Retrofit 222083v1 2 portions of the existing basin would not only promote stormwater infiltration but could also increase flood-storage capacity of the pond; Whereas the NMCWD engineer’s feasibility study also determined that redirecting drainage from a subwatershed adjacent to Lynmar basin through reconfiguration of storm sewer would produce enhanced benefits estimated at 29.2 acre-feet of annual stormwater- volume reduction, 23.8 pounds of annual total phosphorus reduction and 2.0 acre-feet of flood storage volume in the basin, and the NMCWD Board of Managers at its meeting of February 16, 2022, expressed support for including the redirected drainage in the project design; Whereas the NMCWD engineer estimates the cost to retrofit the Lynmar Basin in the Park to enhance stormwater-volume reduction and water-quality treatment through increased infiltration, and to reduce flood risk for nearby properties through reconfiguration of the tributary storm sewer to convey runoff from Edina Subwatershed LE_24 (shown in Figure 1, attached to and incorporated into this agreement as a term hereof) to Lynmar Basin and providing additional flood storage in the basin (the Project) at $1,255,000, with a possible-cost range of $1,067,00 to $1,506,000, and NMCWD has secured and dedicated $191,597 in state Watershed-Based Implementation Funding to the Project, and Edina has committed in principle to contributing the necessary rights to access and use Edina-owned property, including the Park and right-of-way in Edina Subwatershed LE_24 to construct the Project, and pay 50 percent of the cost of the design and construction work necessary to accomplish the redirection of Edina Subwatershed LE_24 to the Park, estimated by the NMCWD engineer at $238,000, as well as all of the cost of sidewalk replacement in the Park, estimated by the NMCWD engineer at $31,300; Whereas the Project will also enhance natural resources and wildlife habitat, and provide active and passive recreation opportunities within the Park, as well as educational opportunities for park users; Whereas the NMCWD Board of Managers, after considering input gathered both informally through community meetings and at a March 3, 2022, public hearing conducted in accordance with Minnesota statutes section 103B.231, determined that construction of the Project would constitute a cost-effective expenditure of public resources and would be conducive to public health and welfare, and ordered the Project on March 15, 2022; Whereas Edina and NMCWD are authorized by Minnesota Statutes section 471.59 to enter into this cooperative agreement for the Project; Whereas the NMCWD Board of Managers authorized the execution of this agreement at its June 15, 2022, regular meeting; and Whereas the Edina City Council authorized the execution of this agreement at its June 21, 2022, regular meeting. Now, therefore, in consideration of the foregoing recitals, which are incorporated into and made a part of this agreement, and other good and valuable consideration, Edina and NMCWD enter into this cooperative agreement to document their understanding as to the City of Edina- June 21, 2022 Nine Mile Creek Watershed District Lynmar Basin Stormwater Retrofit 222083v1 3 scope of the Project, affirm their commitments as to responsibility for tasks to be undertaken, grant and assign the property rights necessary, establish procedures for performing these tasks and fulfilling responsibilities, and facilitate communication and cooperation to ensure successful completion of the Project to improve water quality in Lake Edina. AGREEMENT 1 DEVELOPMENT AND IMPLEMENTATION OF THE PROJECT A. Project design and specification. NMCWD will contract with the NMCWD engineer, Barr Engineering Company, for the preparation of a design, plans and specifications for the grading and excavating of the Lynmar Basin, reconfiguration of storm sewer to drain the portion of Edina Subwatershed LE_24 shown in Figure 1 to the Park, installation of a basin outlet to tie into the existing storm sewer system on Lynmar Lane, construction and reconstruction of sidewalk in the Park and establishment of vegetation in the reconstructed Lynmar Basin. NMCWD will submit the 90 percent-complete design and plans for the Project to Edina for review and approval in accordance with paragraph 3A of this agreement. The design and plans will be accompanied by detailed technical specifications for the contract documents prepared in accordance with this subsection 1A for purposes of solicitation of bids for construction and establishment of the Project. The design, plans and specifications will provide for: i. Mobilization and site preparation; ii. Delineation of definitive geographic and temporal limitations on the nature and extent of clearing and grubbing and other land-disturbing activities in the Park; iii. Grading and excavating portions of the dry basin in the Park, including lowering the bottom of the basin by approximately one foot to promote stormwater infiltration and increase flood-storage capacity, and installing an outlet pipe to drain Lynmar Basin, while minimizing tree removal, especially the perimeter trees that screen the Park from the France Avenue commercial district, maintaining a portion of the Park for passive recreation, minimizing potential for loitering in the Park and avoiding increasing the risk of flooding, including flooding of basements proximate to the Park; iv. Disturbance, excavation and street reconstruction in city right-of-way, including modification of catch basins and associated pipe, installation of high-capacity inlets in Edina Subwatershed LE_24 and reconstruction of storm sewer at the intersection of Hazelton Road and Lynmar Lane, to route runoff to Lynmar Basin, along with restoration through patching of concrete street sections, which will be separately delineated in the 90 percent plans and construction documents to facilitate reimbursement of the costs of such City of Edina- June 21, 2022 Nine Mile Creek Watershed District Lynmar Basin Stormwater Retrofit 222083v1 4 construction and reconstruction by Edina, as provided in paragraph 2C.i herein; v. Disturbance, excavation and street reconstruction in the Lynmar Lane right- of-way for installation of the outlet pipe from Lynmar Basin to the existing storm sewer, along with restoration through patching of concrete street sections disturbed by the Project, which will be separately delineated in the 90 percent plans and construction documents to facilitate reimbursement of the costs of such construction and reconstruction by Edina, as provided in paragraph 2C.i herein; vi. Restoration of the Park, including seeding and planting, establishment of turf and other steps necessary to ensure continued functionality in keeping with the continuing use of the Park for public recreational and aesthetic purposes, including construction and reconstruction of sidewalk within the Park, which will be separately delineated in the 90 percent plans and construction documents to facilitate reimbursement of the costs of such construction and reconstruction by Edina, as provided in paragraph 2C.ii herein; and vii. Establishment and maintenance of vegetation to promote infiltration in Lynmar Basin for three years from the date of substantial completion of construction of the Project. Altogether, the work described in paragraphs 1A.i through vii constitutes what is referred to herein as “the Contracted Work.” The designs, plans and specifications will include an exhibit or exhibits delineating access and construction areas in the Park, as well as access and construction areas in the right-of-way in Edina Subwatershed LE_24 (referred to herein as the Right-of-Way) needed for the Project for purposes of Edina’s grant of property-use rights for the Project as provided in paragraph 3B. B. Implementation of the Contracted Work. On Edina’s approval of the design and plans as provided in paragraph 3A herein and completion of the necessary specifications by the NMCWD engineer, NMCWD will contract, in accordance with applicable public procurement law, for the conduct of the Contracted Work. i. In contracting for conduct of the Contracted Work, NMCWD will require that: a. The contractor restrict all of its activities to the portions of the Park and Right-of-Way designated for access and construction by Edina in accordance with subsection 1A and subsection 2B herein. b. The contractor name Edina as an additional insured for general liability with primary and noncontributory coverage and provide a certificate showing same prior to start of construction. City of Edina- June 21, 2022 Nine Mile Creek Watershed District Lynmar Basin Stormwater Retrofit 222083v1 5 c. The contractor indemnify, defend and hold harmless Edina, its officers, employees and agents from any and all actions, costs, damages and liabilities of any nature arising from the contractor’s negligent or otherwise wrongful act or omission, or breach of a specific contractual duty, or a subcontractor’s negligent or otherwise wrongful act or omission, or breach of a specific contractual duty owed by the contractor to NMCWD. d. The contractor extend all warranties under the agreement to Edina. e. The contractor assess the need for and obtain all permits and other regulatory approvals applicable to the Contracted Work on behalf of NMCWD and Edina, except as may be specified in the contract documents as the responsibility of NMCWD or Edina. ii. Either NMCWD or the NMCWD engineer on NMCWD’s behalf will provide construction oversight for and otherwise oversee implementation of the Contracted Work. NMCWD may adjust the plans and specifications for the Contracted Work during implementation, as long as the revisions: a. Do not require NMCWD to exceed the scope of the rights granted to it under this agreement; b. are made in consultation with Edina to ensure compatibility of the Contracted Work with Edina’s continued operation of Edina Subwatershed LE_24 and the Park for their customary public transportation and recreational purposes; and c. do not expand Edina’s maintenance responsibilities or its costs to fulfill same under this agreement; unless Edina approves any such changes in writing. iii. NMCWD will timely engage and consult Edina on material changes to the design, plans and specifications for the Contracted Work, if any, after Edina’s approval in accordance with paragraph 3A herein. iv. Completion of implementation of items 1.A.i through vi in material conformance with the design, plans and specifications will constitute substantial completion of the Project, and the contractor or NMCWD engineer, at NMCWD’s direction, will complete a certificate of substantial completion and as-built survey drawings of the Contracted Work. NMCWD will timely provide a copy of a certificate of substantial completion to Edina. v. Until substantial completion of the Contracted Work for the purposes intended, if NMCWD, in its judgment, should decide that the Project is infeasible, NMCWD, at its option, may declare the agreement rescinded and annulled. If NMCWD so declares, all obligations herein, performed City of Edina- June 21, 2022 Nine Mile Creek Watershed District Lynmar Basin Stormwater Retrofit 222083v1 6 or not, will be voided and, if land-disturbing activities for the Project have commenced, NMCWD will return the Park and Right-of-Way materially to its prior condition or to a condition agreed to in writing by Edina and NMCWD. C. Maintenance planning and implementation. The Project includes and the parties will collaborate on the development and implementation of a maintenance plan as follows: i. NMCWD will contract with the NMCWD engineer for the development, in collaboration with Edina, of specific written procedures and protocols for maintenance and monitoring the performance of the Project (the Maintenance Plan). The Maintenance Plan will provide, at a minimum, for maintenance of vegetation in the reconstructed Lynmar Basin after vegetation is established and maintained for three years by the contractor, as described in paragraph 1.A.vii of this agreement. NMCWD, or the NMCWD engineer on NMCWD’s behalf, will submit the final draft Maintenance Plan for Edina’s review and approval in accordance with paragraph 3B herein. ii. Edina will complete or contract for the completion of routine maintenance of the Project in accordance with the Maintenance Plan, once approved pursuant to paragraph 3B herein. D. Education and outreach, publicity and endorsement. Edina and NMCWD will collaborate on development and production of outreach, education and publicity materials regarding the Project. NMCWD and Edina will collaborate on the development of educational and informational signage pertinent to the Project, and either party, at its cost, may develop, produce and distribute educational, outreach and publicity materials related to the Project, and may install, maintain, replace or remove signage in the Park related to the Project. All such signage and materials, whether produced by NMCWD or Edina, will include acknowledgement of the funding and participation of the other party in the Project and of any grant funding received for the Project, including but not limited to signage necessary to comply with requirements imposed by the use of state grant funds for the Project. For purposes of this paragraph, “publicity” includes notices, informational printed materials, press releases, research reports, signs and other public notices, whether electronic or printed. E. Ownership of the Contracted Work. On substantial completion of the construction of the Project, ownership of all equipment and materials installed on and incorporated into the Park and the Right-of-Way for the Project will vest in Edina. 2 COSTS City of Edina- June 21, 2022 Nine Mile Creek Watershed District Lynmar Basin Stormwater Retrofit 222083v1 7 A. Except as specifically provided in this section, each of the parties will bear the costs of enforcing its rights and fulfilling its responsibilities under this agreement, as well as incidental costs. And in the event of cancellation, the parties will bear all costs incurred by each of them prior to NMCWD’s issuance of notice to Edina in accordance with paragraph 1B.v herein. B. NMCWD will be responsible for all costs of design, specification, construction and construction management of the Contracted Work and development of the Maintenance Plan, except that: i. NMCWD will be responsible for only 50 percent of the documented costs of design, planning, specification and implementation of the work described at 1.A.iv and v of this agreement; ii. NMCWD will not be responsible for any of the cost of construction or reconstruction of sidewalks in the Park completed as part of the Contracted Work; and iii. grant funding secured by NMCWD for the Project will offset NMCWD costs exclusively, and NMCWD will be responsible for compliance with all grant requirements. In addition, NMCWD will not be responsible for any of the cost of routine maintenance of the Project. C. Edina will be responsible for: i. 50 percent of the documented costs of design, planning, specification and implementation of the work described at 1.A.iv and v of this agreement; ii. all costs of construction and reconstruction of sidewalks in the Park completed as part of the Contracted Work; and iii. All costs of routine maintenance of the Contracted Work as defined by and in accordance with the Maintenance Plan. In addition, Edina will contribute the property-access and -use rights necessary for the Project at no out-of-pocket cost to NMCWD. Edina will reimburse NMCWD for the portion of any costs for which it is responsible, and NMCWD will submit documentation of costs to support reimbursement, which will be rendered within 35 days of submission of all necessary documentation. 3 EDINA’S FURTHER RIGHTS AND RESPONSIBILITIES, AND GRANT OF RIGHTS FOR ACCESS, CONSTRUCTION AND MAINTENANCE A. Edina will have seven business days after receipt to review and approve the 90 percent complete design and plans for the Contracted Work provided in accordance with subsection 1A herein. The design and plans, when approved by Edina pursuant to this paragraph 3A, will be incorporated into and become a term of this agreement. Failure to act within the specified time will constitute approval. City of Edina- June 21, 2022 Nine Mile Creek Watershed District Lynmar Basin Stormwater Retrofit 222083v1 8 B. In addition to its right to consult on the development of the Maintenance Plan, Edina will have 60 days from receipt to review and approve the final draft Maintenance Plan submitted in accordance with paragraph 1C.i herein. Failure to act within the specified time will constitute approval. Edina’s approvals under this agreement will not be unreasonably withheld. C. Grant of land-use rights. Edina will grant to NMCWD, its contractors, agents and assigns nonexclusive rights to access and use the portions of the Park and the Right-of-Way necessary for access, construction and maintenance of the Project, and otherwise as necessary to fulfill NMCWD’s obligations and exercise its rights under this agreement. The geographic scope and term of the rights granted by Edina to NMCWD to enter and use will be specified in documentation submitted by NMCWD to Edina for review and approval in writing at least 30 days prior to commencement of construction, such written approval not to be unreasonably withheld. The land-use rights to be granted by Edina will include the right of NMCWD, on reasonable notice to and with the assistance of Edina, to temporarily restrict or preclude public access to portions of the Park and Right- of-Way to ensure safety while construction or maintenance activities are under way. i. Notwithstanding that the grant of land-use rights described above is nonexclusive, Edina further agrees that it will forbear from any activity that materially interferes with NMCWD’s ability to exercise its rights or meet its obligations under this agreement. Subject to its interest in preserving public safety, Edina will facilitate NMCWD’s reasonable exercise of its rights under this agreement with regard to access to and use of the Park and the Right-of- Way, including but not limited to the right to place signage within the Park and Right-of-Way to facilitate effective and safe implementation of the Project. Edina will not take any action within or adjacent to the Park or Right- of-Way that could reasonably be expected to diminish the effectiveness or function of the Project for the purposes intended. D. The Project will include the design and implementation of the retrofit of the Lynmar Basin, but Edina will retain sole authority over and financial and other responsibility for the development and implementation of plans and specifications for art, park signage, lighting and other accessory elements in the Park related to the Project. Edina will forbear from any activity that interferes with NMCWD's ability to exercise its rights or meet its obligations under this agreement. Edina will facilitate NMCWD’s reasonable exercise of its rights under this agreement with regard to access to and use of the Park and/or the Right-of- Way. Edina will not take any action within the Park or the Right-of-Way that could reasonably be expected to diminish the effectiveness or function of the Project for the purposes intended, including but not limited to Edina’s conveyance of ownership of the Park or the Right-of-Way. E. Edina, as owner of the Park and the Right-of-Way, will cooperate with NMCWD’s and its contractor’s efforts to obtain permits and approvals needed City of Edina- June 21, 2022 Nine Mile Creek Watershed District Lynmar Basin Stormwater Retrofit 222083v1 9 for the Project and authorizes NMCWD to apply for such permits and approvals on its behalf. Edina, in its regulatory capacity, will facilitate the proper and efficient processing of any permits and approvals needed for the Project. F. Edina may conduct data-collection and analysis on the performance of the Project or utilize data collected by either of the parties under the terms of this agreement with regard to reduction of loading of phosphorus and other pollutants to Lake Edina, and may apply any and all credit generated by the Project toward its obligations, goals and requirements imposed by state or federal regulatory programs, such as the National Pollutant Discharge Elimination System as applied to Edina. G. Edina will cooperate with NMCWD in all communications and outreach to property owners affected by or interested in the Project, and will support to the best of its ability and capacity NMCWD’s grant-related compliance and reporting requirements. 4 NMCWD’S FURTHER RIGHTS AND COMMITMENTS A. As between the parties and with the support of Edina as stated in paragraph 3E herein, NMCWD will obtain all necessary permits, licenses and approvals, and will ensure that the Project is completed in accordance with applicable law and regulatory standards and criteria. B. NMCWD makes no warranty to Edina regarding the NMCWD engineer’s or another third party’s performance in design, construction or construction management for the Project. C. NMCWD will contract for the construction of the Contracted Work in accordance with applicable public-procurement law, as determined by NMCWD. 5 GENERAL TERMS A. Independent Relationship; Liability. This agreement does not create a joint powers board or organization within the meaning of Minnesota Statutes section 471.59. Each party agrees that it will be responsible only for its own acts and the results thereof to the extent authorized by the law and will not be responsible for the acts or omissions of the other party and the results thereof. The duty of each party to indemnify does not constitute and will not be construed as a waiver by either entity of any exemptions, immunities, or limitations on liability provided by law or of being treated as a single governmental unit as provided in Minnesota Statutes section 471.59, subdivision 1a.Only contractual remedies are available for the failure of a party to fulfill the terms of this agreement. This agreement creates no right in and waives no immunity, defense or liability limitation with respect to any third party. As between the parties, only contract remedies are available for a breach of this agreement. City of Edina- June 21, 2022 Nine Mile Creek Watershed District Lynmar Basin Stormwater Retrofit 222083v1 10 Edina and NMCWD enter this agreement solely for the purposes of construction and maintenance of the Project to improve water quality in Lake Edina and mitigation of flood risk in the area adjacent to the Park. Accordingly, with respect to any and all activity undertaken pursuant to this agreement. Edina and NMCWD each agree to hold the other harmless, and defend and indemnify the other, its officers, employees and agents against all claims, damages, liabilities, losses and expenses asserted against the other party at any time by a third party, including any governmental body. To the fullest extent permitted by law, this agreement and the activities carried out hereunder are intended to be and shall be construed as a “cooperative activity” and in undertaking the activities Edina and NMCWD are a “single governmental unit” for the purposes of liability, as set forth in Minnesota Statutes section 471.59, subdivision 1a. NMCWD does not have, has not had, and will not be deemed to have acquired by entry into or performance under this agreement, any form of interest or ownership in or to any portion of the Park. NMCWD does not exercise, has not exercised, and will not by entry into or performance under this agreement be deemed to have exercised, any form of control over the use, operation or management of any portion of the Park or the Right-of-Way, or in property adjacent to the Park or Right-of-Way prior to the commencement of construction of the Project such as would render NMCWD a potentially responsible party for any contamination under state or federal law. B. Complete agreement. This agreement, as it may be amended in writing, constitutes the entire agreement between the parties for the Project. Any amendment to this agreement must be in writing and will not be effective until it has been executed and approved by the same parties who executed and approved the original agreement or their successors in office. C. Notice; coordination. The parties designate the following authorized representatives to serve as the liaison to the other party for purposes of coordination of all work involved in or related to the Project as provided in this agreement. Any written communication required under this agreement will be addressed to the other party as follows, except that either party may change its address for notice by so notifying the other party in writing: To Edina: Director Engineering City of Edina 7450 Metro Blvd. Edina MN 55439 952-826-0371 Director Parks and Recreation City of Edina- June 21, 2022 Nine Mile Creek Watershed District Lynmar Basin Stormwater Retrofit 222083v1 11 City of Edina 4801 West 50th St. Edina MN 55424 952-826-0367 To NMCWD: Administrator Nine Mile Creek Watershed District 12800 Gerard Drive Eden Prairie, MN 55346 952-835-2078 D. Waiver. Waiver by Edina or NMCWD of any breach or failure to comply with any provision of this agreement by the other party will not be construed as nor will it constitute a continuing waiver of such provision or a waiver of any other breach of or failure to comply with any other provision of this agreement. E. Term and termination. This agreement will remain effective when fully executed and will remain in force for four years from the date of complete execution, unless terminated by mutual agreement of the parties or otherwise in accordance with the terms of this agreement. Any right, responsibility or obligation that has come into being before expiration will survive expiration. [Signature page follows.] City of Edina- June 21, 2022 Nine Mile Creek Watershed District Lynmar Basin Stormwater Retrofit 222083v1 12 IN WITNESS WHEREOF, the parties have executed this agreement, intending to be legally bound. Nine Mile Creek Watershed District a political subdivision of the State of Minnesota ___________________________ Date: ______________________ By Robert Cutshall Its President Approved as to form and execution _____________________________ NMCWD counsel City of Edina a Minnesota municipal corporation ___________________________ Date: ___________________________ By James Hovland Its Mayor ___________________________ Date: ___________________________ By Scott Neal Its City Manager 222083v1 Figure 1 Edina Subwatershed LE_24 #*#* ") ") ") ") ") ") ") ") ") ") ") ")")")")")") ") ") ") ")") ") ") ") ") ") ") ") ") ") ")") ") Hazelton RdBristol BlvdW 70th St W 72nd StW 70th StW 70th StW 70th St Mavelle Dr W 70th St France AveHeatherton CirW 7 0 th S tGlouchester DrBri s t ol Cir Lynmar LaHeatherton TrSandell AveFrance AveBristol BlvdHeatherton TrGlouchester Ave456717 Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community Barr Footer: ArcGIS 10.8.1, 2022-05-16 14:45 File: I:\Client\Nine_Mile_Creek_WD\Work_Orders\23271932_LynmarBasinDesign\LynmarAgreement_Figure_newLE_24.mxd User: jmk2 FIGURE 1 0 330 Feet !;N Legend Subwatershed LE_24 Parcels LynmarBasin 4300 MarketPointe Drive, Suite 200 Minneapolis, MN 55435 952.832.2600 www.barr.com Lynmar Basin Stormwater Retrofit Feasibility Study Concept Rendering Prepared for Nine Mile Creek Watershed District February 2022 P:\Mpls\23 MN\27\23271725 Lake Cornelia WQ Improvements\_03 Lynmar Basin Stormwater Retrofit\WorkFiles\2-Feasibility\Report\LynmarBasin- FeasibilityReport-20220217.docx i Lynmar Basin Stormwater Retrofit Feasibility Study February 2022 Contents 1 Introduction and Project Background ................................................................................................................................. 1 1.1 Introduction ........................................................................................................................................................................... 1 1.2 Project Background ............................................................................................................................................................. 1 2 Conceptual Design ...................................................................................................................................................................... 3 2.1 Public Engagement Process ............................................................................................................................................ 3 2.2 Summary of Conceptual Design .................................................................................................................................... 3 3 Feasibility Analysis ....................................................................................................................................................................... 5 3.1 Infiltration capacity of existing soils ............................................................................................................................. 5 3.1.1 Depth to Groundwater ...................................................................................................................................... 6 3.1.2 Infiltration Capacity ............................................................................................................................................ 6 3.2 Groundwater Mounding Analysis.................................................................................................................................. 8 3.2.1 Single “Typical” Precipitation Event ............................................................................................................. 9 3.2.2 Single 100-year, 24-hour Precipitation Event ........................................................................................10 3.2.3 “Wet Period” Simulation .................................................................................................................................11 3.3 Tributary Drainage Area and Storm Sewer Retrofit Analysis ............................................................................12 3.3.1 Storm Sewer Reconfiguration ......................................................................................................................13 3.3.2 Water Quality Benefits ....................................................................................................................................13 4 Project Benefits and Costs ......................................................................................................................................................17 4.1 Project Benefits ...................................................................................................................................................................17 4.1.1 Water Quality and Stormwater Volume Reduction .............................................................................17 4.1.2 Flood Risk Reduction .......................................................................................................................................18 4.1.3 Co-Benefits ..........................................................................................................................................................19 4.2 Opinion of Probable Cost ...............................................................................................................................................19 5 Conclusions and Recommendations ..................................................................................................................................22 5.1 Infiltration Capacity ...........................................................................................................................................................22 5.2 Groundwater Mounding Analysis................................................................................................................................22 5.3 Tributary Drainage Area and Storm Sewer Retrofit Analysis ............................................................................23 5.4 Flood Risk Reduction ........................................................................................................................................................23 6 References .....................................................................................................................................................................................25 ii List of Appendices Appendix A Soil Borings Appendix B Engineer’s Opinion of Probable Cost – Concept A Appendix C Engineer’s Opinion of Probable Cost – Concept C iii Acronyms AACE Association for the Advancement of Cost Engineering MIDS Minimal Impact Design Standards MPCA Minnesota Pollution Control Agency NMCWD Nine Mile Creek Watershed District UAA Use Attainability Analysis USGS United States Geological Survey 11 1 Introduction and Project Background 1.1 Introduction This report summarizes the results of the feasibility study for the stormwater retrofit of Lynmar Basin in Edina. Building off the work conducted as part of the conceptual design, this study further evaluated the feasibility of increasing infiltration in this location and considered options to refine and optimize the design to maximize the project benefits. The feasibility study included technical analysis and associated cost and benefit considerations for the following: • Evaluation of the infiltration capacity of site soils based on soil borings • Evaluation of potential impacts of increased infiltration on local groundwater levels through a groundwater mounding analysis • Evaluation of directing additional runoff to the Lynmar Basin, including analysis of water quality benefits, storm sewer modifications necessary to convey the additional runoff to Lynmar Basin, and associated costs. 1.2 Project Background The Lynmar Basin is a low-lying, open space area between Lynmar Lane and Bristol Boulevard that receives stormwater from a 20-acre residential watershed (see Figure 1-1). The Lynmar Basin, located in the Lake Edina watershed, currently serves as a dry pond, providing flood detention but minimal water quality benefits. This location was identified as a potential site to implement stormwater best management practices in the Nine Mile Creek Watershed District Lake Cornelia and Lake Edina Water Quality Improvement Project, Feasibility Study/Preliminary Engineering Report (Barr, 2020) to reduce stormwater volume and pollutants to downstream Lake Edina. The primary objectives of the project are to retrofit the site to enhance stormwater volume reduction and water quality treatment within the park through increased infiltration and reduce flood risk for nearby properties. Other project objectives include enhancing natural resources and wildlife habitat, enhancing active and passive recreation opportunities within the park, and providing educational opportunities for park users. The first step of this project was to develop a preferred conceptual design for the stormwater retrofit, which was completed in September 2021 in consultation with City of Edina staff and interested residents. This feasibility study includes additional analyses to evaluate various technical aspects of the proposed project. 22 Figure 1-1 Project location. Lynmar Basin is a low-lying, turfed/natural area just south of Mavelle Drive, between Bristol Boulevard and Lynmar Lane. 33 2 Conceptual Design 2.1 Public Engagement Process Community outreach and engagement was initiated as part of the Concept Design phase of work in spring of 2021. The engagement process was developed to help the design team better understand existing conditions, public issues and needs, and to help inform conceptual design plans for consideration. This process was detailed in the Nine Mile Creek Watershed District Lynmar Basin Stormwater Retrofit Concept Plan, with a brief summary provided here (Barr, 2021). The City of Edina developed a project website and engagement hub for this project to provide interested individuals access to project information and updates. The site, part of the city’s Better Together Edina public engagement platform, also provided a method to receive feedback from interested public. A survey was developed in conjunction with NMCWD, to better understand current park use and values and perceptions regarding the existing park space. Several community events were held in-person at Lynmar Basin to solicit feedback and answer questions from interested residents and property owners. An initial open house meeting was held on April 20, 2021 in which NMCWD, City of Edina, and Barr staff heard from local residents regarding their thoughts on how the park is used and concerns and questions about the potential retrofit project. Information gathered during this event was used to develop two initial design concepts. The two initial design concepts were shared at a second open house meeting held on July 13, 2021. Feedback received from residents was generally positive and was used to inform the final design concept which is depicted in Figure 2-1. This concept was used as a design basis to evaluate project feasibility and cost effectiveness. 2.2 Summary of Conceptual Design The stormwater retrofit design concept consists of grading and excavating portions of the basin, including lowering the bottom of the existing basin by approximately one foot, to promote stormwater infiltration and increase flood storage. The proposed design concept will alter the character of the existing park space, so receiving feedback from neighboring residents and park users was especially important. Feedback obtained from residents prior to developing initial design concepts included the following requests: • Minimize tree removal, especially the trees along the park perimeter that serve as screening from the France Avenue commercial district • Maintain a portion of the existing park space for passive park recreation, such as picnicking, sledding, and unorganized field play (e.g., playing catch or frisbee) • Be mindful of neighborhood safety considerations, with a goal to minimize potential for loitering • Avoid increasing the risk of flooding, including basement flooding The final concept design is shown in Figure 2-1. 44 Figure 2-1. Graphical representation of Lynmar Basin Stormwater Retrofit Conceptual Design Lynmar Lane Mavelle Drive Bristol Blvd Lynmar Lane 55 3 Feasibility Analysis This study focused on further evaluation of the feasibility of increasing infiltration in this location, including the following technical analyses, which are described further in this section: • Evaluation of the infiltration capacity of site soils based on a site soil investigation • Evaluation of potential impacts of increased infiltration on local groundwater levels through a groundwater mounding analysis • Evaluation of directing additional runoff to the Lynmar Basin, including analysis of water quality benefits, storm sewer modifications necessary to convey the additional runoff to Lynmar Basin, and associated costs. 3.1 Infiltration capacity of existing soils Under existing conditions, a storm sewer pipe conveys stormwater from the basin to the trunk storm sewer system at the intersection of Lynmar Lane and Hazelton Road. The invert of the existing outlet pipe is at the bottom of the existing basin, thereby draining all the stormwater that enters the basin directly into the trunk storm sewer. The stormwater retrofit design concept includes excavating and grading most of the basin to lower the bottom by approximately one foot below the existing storm sewer outlet pipe. This will trap stormwater in the basin, allowing it to infiltrate instead of flowing downstream. (This volume of trapped water is often referred to as “dead storage”.) Infiltration will prevent most contaminants in the stormwater from flowing downstream and reduce the total volume of stormwater flowing downstream to Lake Edina. In order for this concept to work, the soils in the basin need to be able to infiltrate the trapped stormwater within 24 to 48 hours. Certain soils infiltrate stormwater better than others and shallow groundwater can also slow the rate of infiltration. It was therefore necessary to further evaluate the feasibility of infiltration capacity of the soil in the basin and assess distance to groundwater. Four soil borings from the Lynmar Basin site were collected and analyzed to characterize the underlying soils and determine the distance to groundwater. Figure 3-1 shows the locations of the soil borings. A summary of the soil boring analyses and soil boring logs are included as Appendix A. 66 Figure 3-1. Soil boring locations 3.1.1 Depth to Groundwater Two of the four soil borings, SB-2 and SB-4, were advanced to a depth of 30 feet below the ground surface to determine approximate depth to groundwater. Groundwater was observed approximately 23 feet and 24 feet below the ground surface, respectively. Groundwater this far below the surface will not hinder infiltration of surface water in Lynmar Basin. 3.1.2 Infiltration Capacity The rate at which the stormwater infiltrates into the soil is dependent on several factors, including the rate and duration of stormwater supply, physical properties of the soil, such as its hydraulic conductivity and density, vegetation, and the moisture content of the soil. The maximum rate that water infiltrates into the soil under a given set of conditions is called the infiltration capacity. As mentioned above, an onsite soil investigation was conducted to better understand the underlying soils at the site and the anticipated infiltration capacity under existing conditions. As part of the on-site soil investigation, the soils were characterized for each soil horizon or layer observed at each soil boring location. Although the soil layers varied at each boring location, in general the deeper soil horizons are comprised of silty sands and/or poorly graded sands, which are generally 77 conducive for infiltration of stormwater. The more shallow soils are characterized by layers of sandy lean clay which have a slower infiltration rate than sandy soils without clay. The layers of sandy lean clay varied in depth and thickness at each location but were observed down to approximately 12 feet below the ground surface. To increase the infiltration rate through the sandy lean clay, the construction of infiltration trenches is recommended. A trench is excavated through the soils with slow infiltration capacity until it reaches the sandy soils with a higher infiltration rate. These trenches are then backfilled with loose sand from either on site (if available) or from off site. The infiltration trench connects the sandy underlying soils to the surface of the basin and bypasses the slower clay soils. Figure 3-2 shows an example of the recommended soil trenches to help promote stormwater infiltration in the proposed basin. Soil density (compaction) can also affect infiltration capacity of the soil. The more dense or compacted a soil is, the slower the infiltration rate. The soil investigation included conducting a standard penetration test on the various soil layers to determine soil density. The test involves dropping a 140 pound weight (hammer) from a height of 30 inches onto the soil sampling device in the bore hole. The number of blows it takes to drive the sampler 12 inches into the soil is known as the N value (blows per foot). The higher the number, the more dense or compacted the soil is. Results from the onsite soil investigation indicate that the observed N values for the layers of sand and silty sand were relatively high, indicating the soils are quite dense and it is recommended that underlying soils be loosened during construction to improve infiltration capacity. It is also recommended that all surface soil, regardless of whether its clayey or sandy, Figure 3-2. Lynmar Basin Stormwater Retrofit Conceptual Design with sand trenches (dashed white line) 88 be loosened. This will increase infiltration in all surface soils and create a better growing environment for the vegetation in the basin. In summary, results of the onsite soil investigation indicate that the site is conducive for infiltration of stormwater if the upper layers of soils in the basin can be modified and/or loosened and soil infiltration trenches are excavated and filled with sandy, loose soil. The underlying layers of sand and gravel are good for infiltration, and the water table is relatively deep. 3.2 Groundwater Mounding Analysis The stormwater retrofit design concept includes expanding and lowering the bottom of the existing basin to be approximately one foot below the existing outlet pipe. Stormwater that is collected in the portion of the basin below the existing outlet pipe (often termed “dead storage”) will infiltrate. As part of this feasibility study, the potential impact of increased infiltration in the Lynmar Basin on nearby groundwater levels was evaluated through a groundwater mounding analysis. The analysis was conducted to assess the potential for changes to the water table elevation resulting from the increased storage (temporary) and infiltration at Lynmar Basin, with specific focus on nearby structures. A simple MODFLOW groundwater flow model was developed to simulate water infiltrating from the basin to the aquifer and analyze water table mounding. MODFLOW, developed by the United States Geological Survey (USGS), is the industry-standard groundwater flow modeling code. MODFLOW is a three- dimensional numerical model that uses finite-difference methods to solve the governing partial differential equations of groundwater flow. The model incorporated several key assumptions, including that the ground surface is flat, the soil is homogeneous, and the water spatially infiltrates evenly across the basin. Results from the onsite soil investigation were used to estimate several model parameters. As mentioned previously, the soil borings showed the soil is mostly sand with a clay layer near the surface and discontinuous clay lenses 5 and 10 feet deep. The results of grain size analyses conducted as part of the soil investigation were used to estimate the bulk hydraulic conductivity of the soils. Soils with high hydraulic conductivity are preferable for infiltration, while low hydraulic conductivity soils slow infiltration and are less desirable. Based on the grain size analysis the soils under the basin are estimated to have a hydraulic conductivity range of 3 to 52 feet/day. A conservative hydraulic conductivity of 3 feet/day was used for the groundwater mounding analysis. For purposes of the groundwater mounding analysis, the initial groundwater elevation was estimated to be at 882 feet MSL and was based on water levels observed at the time of the soil boring investigation. Three infiltration scenarios were evaluated using the MODFLOW model to evaluate the water table mounding: 1) a single “typical” precipitation event that fills the proposed one-foot deep “dead storage” volume below the existing storm sewer outlet 99 2) a single 100-year, 24-hour precipitation event that fills the entire Lynmar Basin 3) a series of events to represent a prolonged “wet period”, based loosely on monthly precipitation totals from the summer of 2019, a time period with higher-than-average rainfall. Predicted water levels were simulated over time using the MODFLOW model, with results tracked at several locations including within the basin, at buildings to the north, south, east, and west of the basin, and 250 meters away from the deepest area of the basin (see Figure 3-3). The key assumptions and results are described further below for each of the modeled scenarios. Figure 3-3. Locations of reported water table elevations for MODFLOW modeling 3.2.1 Single “Typical” Precipitation Event The first modeled scenario was a single precipitation event with a runoff volume that fills the proposed one-foot deep “dead storage” volume below the existing storm sewer outlet (0.6 acre-feet). This precipitation event corresponds approximately to a one-inch rainfall event, based on the size of the basin in the conceptual design and the tributary drainage area under existing conditions. For purposes of the MODFLOW analysis, it was assumed that the infiltration rate from the basin is 12 feet/day (6 inches/hour), which is on the high end of infiltration rates that would be expected with sandy soils, but a conservative 1010 assumption in terms of the groundwater mounding analysis (rapid infiltration creates a higher potential for groundwater mounding). Figure 3-4 shows the groundwater mounding results for the single precipitation event scenario, with groundwater elevations for the various locations depicted based on color (colors correspond to the color of the locations shown in Figure 3-3). As shown in the figure, groundwater elevations directly below the basin rise approximately 1.5 feet and elevations at the nearby structures (locations #4 and #8) rise less than one foot. The potential change in groundwater levels associated with the increased infiltration are simulated to remain below levels that would impact nearby structures. Note that the low basement elevation is estimated based on LiDAR elevation data from MDNR (2011) and it was assumed that the basement is 8 feet below the approximate ground surface elevation at the edge of the low structure(s). Figure 3-4. Groundwater mounding modeling results for single "typical" precipitation event 3.2.2 Single 100-year, 24-hour Precipitation Event The second modeled scenario was a single 100-year, 24-hour precipitation event (7.5 inches) with a runoff volume that fills and exceeds the overflow elevation of the Lynmar Basin. In this scenario, stormwater will leave the basin via infiltration and through the existing storm sewer outlet pipe. A hydraulic analysis was conducted to calculate the approximate amount of water that will be infiltrated during a 100-year, 24- hour rain event, as opposed to water leaving through the storm sewer. For the MODFLOW analysis, it was assumed that 7.9 acre-feet of water infiltrates in approximately 15 hours, based on an infiltration rate of 6 inches/hour, similar to the previous scenario. 1111 Figure 3-5 shows the groundwater mounding results for the single 100-year, 24-hour precipitation event scenario, with groundwater elevations for the various locations depicted based on color (colors correspond to the locations shown in Figure 3-3). As shown in the figure, groundwater elevations below the basin rise approximately 10 feet and elevations at the nearest structures (location #4) rise by approximately three feet. The potential change in groundwater levels associated with the increased infiltration are simulated to remain below levels that would impact nearby structures. Figure 3-5. Groundwater mounding modeling results for 100-Year, 24-hour precipitation event 3.2.3 “Wet Period” Simulation The third modeled scenario was a series of rainfall events throughout a four-month period to represent infiltration during a prolonged wet period. The amount of infiltration simulated in the MODFLOW model was loosely based on the monthly rainfall totals from the summer of 2019, which represents a wetter- than-average year. The 2019 “wet period” simulation included the months of June, July, August, and September, with about 3, 7, 6, and 4 inches of rain, respectively. Since the proposed dead storage volume of the basin corresponds to the amount of runoff from a one-inch rainfall event (approximately, assuming the existing tributary drainage area), the monthly rainfall totals were spread evenly throughout each month using periodic one-inch events (0.6 acre-feet of infiltration per event). Figure 3-6 shows the groundwater mounding results for the prolonged wet period scenario, with groundwater elevations for the various locations depicted based on color (colors correspond to the locations shown in Figure 3-3). As shown in the figure, groundwater elevations below the basin rise approximately 6-8 feet and elevations at the nearest structures (location #4) rise by approximately four 1212 feet. The potential change in groundwater levels associated with the increased infiltration are simulated to remain below levels that would impact nearby structures. Figure 3-6. Groundwater mounding modeling results for "wet period" simulation 3.3 Tributary Drainage Area and Storm Sewer Retrofit Analysis Under existing conditions, Lynmar Basin receives stormwater from a residential area of approximately 20 acres (Subwatersheds LE_14, LE_21, LE_29). Stormwater is conveyed to the basin via a storm sewer system that collects runoff from the low areas west of the basin along Heatherton Circle and Bristol Boulevard (see Figure 3-7). Also shown in Figure 3-7 is an approximately 16-acre subwatershed that drains to a low area on the east side of the basin at the intersection of Hazelton Road and Lynmar Lane (Subwatershed LE_24). Runoff that reaches this intersection is not directed into Lynmar Basin, but rather is collected and conveyed southward through the trunk storm sewer system down Lynmar Lane to West 72nd Street. This study considered the feasibility of capturing and redirecting stormwater from Subwatershed LE_24 to Lynmar Basin, including evaluating storm sewer modification options and estimating additional water quality benefits. 1313 Figure 3-7. Subwatersheds near Lynmar Basin. 3.3.1 Storm Sewer Reconfiguration Figure 3-7 shows the existing storm sewer configuration (five catchbasins, two manholes, and associated pipes) at the intersection of Hazelton Road and Lynmar Lane. Review of the storm sewer information provided by the City of Edina indicates that it will be feasible to reconfigure the storm sewer system to redirect runoff from Subwatershed LE_24 into Lynmar Basin. Capturing about half of LE_24 is relatively straightforward and only requires modification of two catch basins, short sections of pipe, and minimal patching of the concrete street. Capturing and conveying all of the runoff from Subwatershed LE_24 will require modification of all five catch basins, all their associated pipes, and replacement of nearly all the concrete pavement in the intersection. Given the large area tributary to this intersection, it is also recommended that high-capacity inlets be installed as part of the storm sewer reconfiguration to minimize roadway flooding during large storm events. 3.3.2 Water Quality Benefits Redirecting Subwatershed LE_24 to Lynmar Basin will significantly increase the amount of runoff that reaches Lynmar Basin. The tributary drainage area to Lynmar Basin and associated volume retention and total phosphorus removal were compared for the following three scenarios: 1414 Concept A- Basin Retrofit with existing storm sewer: the volume of Lynmar Basin and tributary drainage area are consistent with the assumptions from the conceptual design from the Conceptual Plan (September 2021) Concept B- Basin Retrofit with half Subwatershed LE_24: the volume of Lynmar Basin is consistent with the September 2021 conceptual design, but the tributary drainage area includes half of Subwatershed LE_24. Storm sewer modifications required to redirect about half of LE_24 are relatively minor. Concept C- Basin Retrofit with entire Subwatershed LE_24: the volume of Lynmar Basin is consistent with the September 2021 conceptual design, but the tributary drainage area includes all of Subwatershed LE_24. Storm sewer modifications and street repair required to redirect all of LE_24 are more significant than Concept B. Table 3-1 summarizes the tributary drainage area, average annual runoff volume removal, average annual total phosphorus (TP) removal, and treatment equivalency for the three scenarios. Figure 3-8 compares the estimated average annual volume removal and total phosphorus removal for the three scenarios, as well as the corresponding treatment equivalency. The average annual volume removal and total phosphorus removal of the three scenarios were estimated using the MPCA Minimal Impact Design Standards (MIDS) calculator. Table 3-1. Comparison of tributary drainage area, volume removal, TP removal, and treatment equivalency for three scenarios. Scenario Tributary Area [acres] Impervious Area [acres] Average Annual Volume Removal [acre-feet] Average Annual TP removal [lbs] Treatment Equivalency (Inches off of Impervious Area) [inches] A- Lynmar Basin Retrofit1 19.8 5.5 15.6 12.8 1.3 B- Lynmar Basin Retrofit + Half LE_24 Subwatershed 28.0 11.1 23.9 19.5 0.6 C- Lynmar Basin Retrofit + LE_24 Subwatershed 36.2 16.8 29.2 23.8 0.4 1 Note that the soil infiltration rate for Lynmar Basin was adjusted for this feasibility study based on results of the onsite soil investigation, so the average annual volume removal and TP removal differ from values reported in the September 2021 conceptual design report. The treatment equivalency is significantly reduced when runoff from Subwatershed LE_24 is redirected to Lynmar Basin. The treatment equivalency approximately represents the size of rainfall event that will fill the available dead storage in the proposed basin, assuming no (or minimal) runoff from pervious areas for these rainfall events. Under Scenario C, the proposed dead storage volume (volume below the existing storm sewer outlet) will fill much more frequently in comparison with existing conditions (i.e., the dead 1515 storage volume will fill in a 0.4 inch rainfall event, versus a 1.3 inch event). This results in a significant increase in infiltration from Lynmar Basin, and a reduction in stormwater runoff volume and total phosphorus to downstream Lake Edina. Given that the dead storage portion of the proposed basin will fill much more frequently under Scenarios B and C, vegetation may be more stressed and should be carefully selected to handle the potentially frequent wet conditions. 1616 Figure 3-8. Comparison of runoff volume and total phosphorus removal and corresponding treatment equivalency for three scenarios 1717 4 Project Benefits and Costs 4.1 Project Benefits The Lynmar Basin stormwater retrofit concept designs will provide multiple benefits, including reduced stormwater runoff and pollutant loading to downstream Lake Edina (through infiltration) and reduced frequency of flooding at the intersection of Hazelton Road and Lynmar Lane. Additional co-benefits include enhanced nature resources and wildlife habitat, enhanced active and passive recreation opportunities within the park, and educational opportunities for park users. The water quality, stormwater volume reduction, and flood storage benefits have been estimated for two concepts, Concepts A and C (see Table 4-1). Concept A is as proposed in Lynmar Basin Stormwater Retrofit Concept Plan for basin retrofit only. Concept C includes redirecting all of the 16.4-acre Subwatershed LE_24 to Lynmar Basin by modifying the storm sewer configuration at the intersection of Lynmar Lane and Hazelton Road. The water quality, stormwater volume reduction, and flood storage benefits are discussed in further detail below. Table 4-1 Summary of water quality, volume reduction and flood storage benefits Proposed Concept Average Annual Volume Removal [acre-feet] Average Annual TP Removal [lbs] Additional Flood Storage Volume (acre-feet) A- Lynmar Basin Retrofit 15.6 12.8 2.0 C- Lynmar Basin Retrofit + LE_24 Subwatershed 29.2 23.8 2.0 4.1.1 Water Quality and Stormwater Volume Reduction Concept A – Basin Retrofit As discussed in Section 3.3, the proposed infiltration basin will reduce the amount of stormwater discharged to downstream Lake Edina by approximately 15.6 acre-feet, which represents a 91% average annual reduction in stormwater runoff from the existing 20-acre watershed tributary to Lynmar Basin. The estimated annual total phosphorus removal is approximately 13 pounds. Concept C – Basin Retrofit with Redirecting Subwatershed LE_24 The proposed infiltration basin with storm sewer reconfiguration to redirect Subwatershed LE_24 to Lynmar Basin will reduce the amount of stormwater discharged to downstream Lake Edina by approximately 29 acre-feet. This represents a 66% average annual reduction in stormwater runoff from the 36-acre watershed tributary to Lynmar Basin. The estimated annual total phosphorus removal is approximately 24 pounds. The estimated annualized cost per pound of total phosphorus removed is summarized in Error! Reference source not found.. 1818 4.1.2 Flood Risk Reduction In large storm events, flooding can occur at the intersection of Hazelton Road and Lynmar Lane, just east of the Lynmar Basin. To reduce the frequency of flooding at this intersection, the conceptual design includes excavating additional flood storage in Lynmar Basin. Based on the conceptual design plan developed in September 2021, the proposed grading and excavation provides approximately 2 acre-feet of additional storage in Lynmar Basin (0.6 acre-feet below the existing storm sewer outlet, 1.4 acre-feet above). Reductions in flood elevations resulting from the proposed excavation were evaluated in 2021 as part of the conceptual design development using the City of Edina’s XP-SWMM model. Table 4-2 summarizes the estimated flood elevations in Lynmar Basin and the adjacent low area at the intersection of Hazelton Road and Lynmar Lane (Barr, 2021). Note that this feasibility study did not include additional flood modeling; however, predicted flood elevations for the 10- and 100-year rainfall events are not anticipated to change based on the proposed design changes evaluated. Table 4-2 Lynmar Basin Stormwater Retrofit Flood Elevations Scenario 10-year, 24-hour Peak Surface Water Elevation (feet MSL)1 100-year, 24-hour Peak Surface Water Elevation (feet MSL)1 Existing Conditions 851.2 854.4 Proposed Concept Plan A or C 850.0 853.9 Difference 1.2 feet 0.5 feet 1 Nine Mile Creek Watershed District Lynmar Basin Stormwater Retrofit Concept Plan (Barr, 2021) Figure 4-3 shows a comparison of approximate inundation extents for the 10- and 100-year, 24-hour rainfall event under existing and proposed conditions. Under existing conditions, a 10-year, 24-hour rainfall event results in inundation of Lynmar Basin and the street in the adjacent intersection of Hazelton Road and Lynmar Lane. Under proposed conditions, inundation from the 10-year, 24-hour rainfall is reduced such that it stays within the Lynmar Basin and does not extend into the roadway, assuming there is sufficient conveyance capacity to get stormwater from the intersection to the basin. Under existing conditions, a 100-year, 24-hour rainfall results in inundation that extends to include a larger portion of the roadway and the private property to the northeast of the roadway. Under proposed conditions, the increased flood storage volume in Lynmar Basin results in a lower flood elevation; however, the predicted inundation still extends to the structures on private property to the northeast of the roadway. 1919 Figure 4-3. Comparison of flood inundation extents for the 100- and 10-year, 24 hour rainfall events. 4.1.3 Co-Benefits Beyond the flood reduction and water quality benefits, the final concept design provides additional co- benefits, which include the added aesthetic value to the park, the local pedestrian connection via the added path, additional native plant diversity and enhanced habitat for pollinators and other wildlife. The proposed project also provides opportunities for public education through demonstration of stormwater management practices and interpretive signage. The project benefits are summarized in Figure 4-4. The City of Edina has requested the project include 1:1 tree replacement for the number of trees removed on the site. A tree inventory was completed with removals calculated at 14 trees which would be replaced during construction. 4.2 Opinion of Probable Cost Planning-level opinions of probable cost were developed for Lynmar Basin Concepts A and C. Concept A is the same as proposed in the Lynmar Basin Stormwater Retrofit Concept Plan (Barr, 2021), but also includes incorporating infiltration trenches to promote infiltration in the basin. Concept C includes storm sewer reconfiguration at the intersection of Lynmar Lane and Hazelton Road to redirect Subwatershed LE_24 to Lynmar Basin. The opinions of probable cost are summarized in Table 4-3, along with the benefit/cost analysis for stormwater volume reduction, removal of total phosphorus, and the additional flood storage provided. The opinions of probable cost, summarized in Error! Reference source not found., generally correspond to standards established by the AACE. Class 3 opinions of cost were used based on the level of project definition, the use of parametric models to calculate estimated costs (i.e., making use of order-of- magnitude costs from similar projects), and uncertainty with an acceptable range of between -15% and 2020 +20% of the estimated project cost. The more detailed opinions of probable cost for Concepts A and C are provided in Appendix B and C, respectively. Table 4-3. Planning-level opinions of probable cost and benefit/costs for stormwater volume reduction, removal of total phosphorus, and the additional flood storage provided. Proposed Concept Planning-Level Cost Estimate1 Planning Level Cost Range (-15% - +20%) Estimated Annualized Cost per Acre-foot of Runoff Reduced2 Estimated Annualized Cost per Pound TP Removed2 Flood Storage Unit Cost3 [$/cubic feet of additional storage] A- Lynmar Basin Retrofit $998,000 $849,000 - $1,198,000 $3,900 $4,800 $11 C- Lynmar Basin Retrofit + LE_24 Subwatershed $1,255,000 $1,067,000 - $1,506,000 $2,600 $3,200 $14 1 Planning-level cost estimates do not include annual costs for operations and maintenance. Estimated costs do include engineering, design, and construction administration estimates (25%) and 30% construction contingency. 2 Planning-level estimated annualized costs assume an annual maintenance cost of approximately 10% of estimated construction costs, a project life of 30 years, and an inflation rate of 3%. 3 Flood storage unit costs are not annualized 2121 Figure 4-4 Project Co-Benefits Graphic 2222 5 Conclusions and Recommendations The stormwater retrofit design concept includes excavating and grading most of the basin and lowering the bottom of the existing dry basin by approximately one foot to promote stormwater infiltration and increase flood storage. This study focused on the feasibility of increasing infiltration in this location, including the following technical analyses: • Evaluation of the infiltration capacity of site soils based on a site soil investigation • Evaluation of potential impacts of increased infiltration on local groundwater levels through a groundwater mounding analysis • Evaluation of directing additional runoff to the Lynmar Basin, including analysis of water quality benefits, storm sewer modifications necessary to convey the additional runoff to Lynmar Basin, and associated costs. 5.1 Infiltration Capacity An onsite soil investigation was conducted to better understand the underlying soils at the site and the anticipated infiltration capacity under existing conditions. While the soil borings indicated silty sands and/or poorly graded sands in the deeper soil horizons, the more shallow soils are characterized by layers of sandy lean clay which have slower infiltration rates than sandy soils without clay. To increase the infiltration rate through the sandy lean clay, the construction of infiltration trenches at the bottom of the basin is recommended. The infiltration trench connects the sandy underlying soils to the surface of the basin and bypasses the slower clay soils. Results from the onsite soil investigation also indicate that the soils are quite dense. It is recommended that the underlying soils in the bottom of the basin be loosened during construction to improve infiltration capacity. It is also recommended that all surface soil, regardless of whether its clayey or sandy, be loosened. This will increase infiltration in all surface soils and create a better growing environment for the vegetation in the basin. 5.2 Groundwater Mounding Analysis A groundwater mounding analysis was conducted to assess the potential for changes to the water table elevation resulting from the increased storage (temporary) and infiltration at Lynmar Basin, with specific focus on nearby structures. Three infiltration scenarios were considered using a MODFLOW groundwater flow model, including: 1) a single “typical” precipitation event that fills the proposed one-foot deep “dead storage” volume below the existing storm sewer outlet 2) a single 100-year, 24-hour precipitation event that fills the entire Lynmar Basin 3) a series of events to represent a prolonged “wet period”, based loosely on monthly precipitation totals from the summer of 2019, a time period with higher-than-average rainfall. 2323 Model simulations for these three scenarios indicate that the potential change in groundwater levels associated with the increased infiltration are expected to remain below levels that would impact nearby structures. 5.3 Tributary Drainage Area and Storm Sewer Retrofit Analysis This study considered the feasibility of capturing and redirecting stormwater from Subwatershed LE_24 to Lynmar Basin, which would expand the tributary drainage area from approximately 20 acres to 36 acres. Redirecting Subwatershed LE_24 to Lynmar Basin will nearly double the amount of stormwater volume reduction achieved on an average annual basis, reducing the amount of stormwater discharged to downstream Lake Edina by an additional 13.6 acre-feet (an 85% increase). Redirecting Subwatershed LE_24 to Lynmar Basin will also nearly double the amount of phosphorus removal, reducing the amount of phosphorus discharged to Lake Edina by approximately 11 lbs on an average annual basis. With redirecting Subwatershed LE_24, the proposed dead storage volume in Lynmar Basin will fill much more frequently in comparison with existing conditions (i.e., the dead storage volume will fill in a 0.4 inch rainfall event, versus a 1.3 inch event). With the increased frequency of inundation, the vegetation may be more stressed and should be carefully selected to handle the potentially frequent wet conditions. Review of the existing storm sewer at the intersection of Lynmar Lane and Hazelton Road indicates that it will be feasible to reconfigure the storm sewer system to redirect runoff from Subwatershed LE_24 into Lynmar Basin. Capturing about half of LE_24 is relatively straightforward and only requires modification of two catch basins, short sections of pipe, and minimal patching of the concrete street. Capturing and conveying all of the runoff from Subwatershed LE_24 will require modification of all five catch basins, all their associated pipes, and replacement of nearly all the concrete pavement in the intersection. Redirecting Subwatershed LE_24 to Lynmar Basin results in significantly higher reduction in stormwater volume and phosphorus removal, an 85% increase on an average annual basis compared with the concept of maintaining the existing tributary drainage area. While more expensive, the overall benefit/cost ratio for redirecting Subwatershed LE_24 to Lynmar Basin is favorable with regard to these benefits (see Table 4-1). Given the large area tributary to this intersection, it is recommended that high-capacity inlets be installed as part of the storm sewer reconfiguration to provide sufficient conveyance capacity to the basin and minimize roadway flooding during large storm events. It is also recommended that the surface overflow between the roadway and Lynmar Basin be lowered to increase conveyance capacity. 5.4 Flood Risk Reduction Based on the conceptual design plan developed in September 2021, the proposed grading and excavation provides approximately 2 acre-feet of additional storage in Lynmar Basin (0.6 acre-feet below the existing 2424 storm sewer outlet, 1.4 acre-feet above). This increase in flood storage reduces flood elevations during large storm events, eliminating street flooding in the 10-year, 24-hour rainfall event and reducing flood elevations in the 100-year event. The estimated unit cost for the additional flood storage is $11 per cubic foot of additional storage ($495,000 per acre-foot of additional storage) for Concept A (maintaining existing storm sewer configuration). While reconfiguring the storm sewer at Lynmar Lane and Hazelton Road (Concept C) would provide additional stormwater volume reduction and phosphorus removal benefits on an average annual basis, this project modification does not provide additional flood storage benefit. However, installing high-capacity storm sewer inlets and lowering the surface overflow between the roadway and Lynmar Basin would ensure sufficient conveyance capacity to more fully utilize the storage in Lynmar Basin during large storm events. 2525 6 References Barr Engineering Co. Report Summary Lake Cornelia and Lake Edina Water Quality Study Use Attainability Analysis for Lake Cornelia (updated from 2010) and Lake Edina (first version). Prepared on behalf of Nine Mile Creek Watershed District. July 2019. Barr Engineering Co. Lake Cornelia and Lake Edina Water Quality Improvement Project, Feasibility Study/Preliminary Engineering Report Prepared on behalf of Nine Mile Creek Watershed District. June 2020. Barr Engineering Co. Lynmar Basin Stormwater Retrofit Concept Plan [draft]. Prepared on behalf of Nine Mile Creek Watershed District. September 2021. 2626 Appendices 2727 Appendix A Soil Boring Summary December 9, 2021 HGTS Project Number: 21-1100 Mr. Matthew Kumka Barr Engineering Company 4300 Market Pointe Drive Minneapolis, MN 55435 Re: Soil Summary, Lynmar Basin Stormwater Retrofit, Edina, Minnesota. Dear Mr. Krumka: We have completed the soil borings for the Lynmar Basin Stormwater Retrofit project in Edina, Minnesota. Our services were performed in accordance with our contract with Barr Engineering Company (Barr) dated October 22, 2021 (Barr project/contract 23-27-1725.03) and the associated appendices and exhibits. Briefly; our services included advancing 4 standard penetration test borings to nominal depths of 16 and 30 feet below the ground surface, performing laboratory grain size analyses and preparing a brief soil summary letter describing the soil and groundwater conditions encountered in the borings and presenting the results of the laboratory testing. Our services did not include any engineering analysis. The specific scope of services was provided in a Request For Proposal (RFP) dated October 7, 20201 and the above referenced contract. Introduction Project Description We understand that Barr is contracted to provide design services to the Nine Mile Creek Watershed District for a stormwater management project at Lynmar Basin in Edina. To aid in preparing design and construction documents Barr retained HGTS to advance 4 soil borings to characterize subsurface soil and groundwater conditions. Documents Provided We were provided with a 2-page RFP which provided a description of the required scope of work and included a plan sheet that showed the project area and proposed soil boring locations. Locations and Elevations The soil boring locations were selected by Barr and were staked in the field by HGTS. The approximate locations of the soil borings are shown on Figure 1, Soil Boring Location Sketch (attached) that was prepared by HGTS using and aerial image obtained from Google Earth as a base. HGTS obtained the GPS coordinates and ground surface elevations at the soil boring locations using GPS technology referencing US State Plane Coordinate System – Minnesota South – NAD 1983 (2011). GPS coordinates and the ground surface elevations are also shown on Figure 1. Procedures The standard penetration test borings were completed on November 16, 2021 by HGTS with a rotary drilling rig, using continuous flight augers to advance the boreholes. Representative samples were obtained from the borings, using the split-barrel sampling procedures in general accordance with ASTM Specification D-1586. In the split-barrel sampling procedure, a 2-inch O.D. split-barrel spoon is driven into the ground with a 140-pound hammer falling 30 inches. The number of blows required to drive the sampling spoon the last 12 inches of an 18-inch penetration is recorded as the standard penetration resistance value, or "N" value. The results of the standard penetration tests are indicated on the boring logs. The samples were sealed in containers and provided to HGTS for testing and soil classification. A field log of each boring was prepared by HGTS. The logs contain visual classifications of the soil materials encountered during drilling, as well as the driller's interpretation of the subsurface conditions between samples and water observation notes. The final boring logs included with this report represents an interpretation of the field logs and include modifications based on visual/manual method observation of the samples. The soil boring logs, general terminology for soil description and identification, and classification of soils for engineering purposes are also included in the appendix. The soil boring log identify and describe the materials encountered, the relative density or consistency based on the Standard Penetration resistance (N-value, “blows per foot”) and groundwater observations. The strata changes were inferred from the changes in the samples and auger cuttings. The depths shown as changes between strata are only approximate. The changes are likely transitions, variations can occur beyond the location of the boring. Results Geologic Overview Based on the Geologic Atlas of Hennepin County the surficial geology of the on the project site consists of glacial outwash deposits composed of sand, loamy sand and gravel overlain by loess less than 4 feet thick (Minnesota Geological Survey, Geologic Atlas of Hennepin County, County Atlas Series, Atlas C-4, Plate 3, 1989). Soil Conditions The soil borings encountered varying depths/thicknesses of topsoil and Fill that extended to depth ranging from about ½ to 4 ½ feet below the ground surface. Below the topsoil or Fill the borings encountered both clayey and sandy soils composed of; sandy lean clay, silty clay, silty sand, poorly graded sand and poorly graded sand with silt. N-Values, shown as blows per foot (bpf) on the boring logs, within the sandy soil (silty clayey sand, silty sand, poorly graded sand with silt and poorly graded sand) ranged from 3 to 25 bpf. These values indicated the sandier soils generally had a very loose to medium dense relative density. N-values in the clayey soils (silty clay and lean clay) mostly ranged from 5 to 18 bpf indicating a rather soft to very stiff consistency. Groundwater Groundwater was encountered in 2 of the 4 the soil borings at depths ranging from about 23 ½ to 24 feet below the ground surface while drilling or after removing the augers from the bore holes. The observed water levels are summarized in Table 1. Table 1. Observed Water Levels Boring Number Ground Surface Elevation (feet) Approximate Depth to Water (feet) Approximate Water Elevation (feet)1 SB-1 847.5 NE - SB-2 845.8 23 ½ 822 ½ SB-3 844.8 NE - SB-4 845.1 24 821 Note 1: Water levels were rounded to the nearest ½ foot. NE = Not Encountered Water levels were measured on the dates as noted on the boring logs and the period of water level observations was relatively short. Groundwater monitoring wells or piezometers would be required to more accurately determine water levels. Seasonal and annual fluctuations in the groundwater levels should be expected. Laboratory Testing Barr selected 8 samples for laboratory grain size analyses. The portion passing the #200 sieve (P-200) are presented on the boring logs and are summarized in Table 2. The complete laboratory grain size analyses are attached. Table 2. Summary of Laboratory Tests Boring Number Depth (feet) P-200 Content (%) * SB-1 7 ½ - 9 55 ½ SB-1 12 ½ - 14 4 SB-2 2 ½ - 6 ½ 19 ½ SB-2 20 - 21 ½ 11 ½ SB-3 3 ½ - 6 ½ 13 SB-3 15 - 16 ½ 9 ½ SB-4 4 ½ - 6 ½ 8 ½ SB-4 20 - 21 ½ 6 *Moisture content and P-200 content values rounded to the nearest ½ percent. General The data presented in this letter was obtained from a limited number of soil borings. Variations can occur away from the borings, the nature of which may not become apparent until additional exploration work is completed, or construction is conducted. The variations may result in additional construction costs and it is suggested that a contingency be provided for this purpose. We made water level measurements in the soil borings at the times and under the conditions stated on the boring logs. The data was interpreted in the text of this report. The period of observation was relatively short and fluctuations in the groundwater level may occur due to rainfall, flooding, irrigation, spring thaw, drainage, and other seasonal and annual factors not evident at the time the observations were made. Design drawings and specifications and construction planning should recognize the possibility of fluctuations. This report is for the exclusive use of Barr Engineering Company to use to design the proposed structures and prepare construction documents. In the absence of our written approval, we make no representation and assume no responsibility to other parties regarding this report. The data, analysis and recommendations, if any, may not be appropriate for other structures or purposes. We recommend that parties contemplating other structures or purposes contact us. Haugo GeoTechnical Services has used the degree of skill and care ordinarily exercised under similar circumstance by members of the profession currently practicing in this locality. No warranty expressed or implied is made. Thank you for the opportunity to assist you on this project. If you have any questions or need additional information, please contact Lucas Mol or Paul Gionfriddo at 612-729-2959. Sincerely, HAUGO GEOTECHNICAL SERVICES Lucas Mol Project Manager I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the State of Minnesota. Paul Gionfriddo, P.E. Senior Engineer License Number: 23093 Attachments; Figure 1, Soil Boring Location Sketch Soil Boring Logs, SB-1 thru SB-4 Grain Size Analyses, H-1 thru H-8 Descriptive Terminology Disclaimer: Map and parcel data are believed to be accurate, but accuracy is not guaranteed. This is not a legal document and should not be substituted for a title search, appraisal, survey, or for zoning verification. Haugo GeoTechnical Services, LLC 2825 Cedar Avenue S. Minneapolis, MN 55407 Figure #: 1 Drawn By: NA Date: 10/26/21 Scale: None Project #: 21-1100 Soil Boring Location Sketch Lynmar Basin Edina, Minnesota GPS Boring Locations Boring Number Elevation (US Feet) Northing Coordinate Easting Coordinate SB-1 847.5 2797864.869144 1012157.6046835 SB-2 845.8 2797869.91863443 1012061.96552778 SB-3 844.8 2797880.04909144 1011854.59518402 SB-4 845.1 2798014.9007472 1011878.14274264 Referencing US State Plane Coordinate System – Minnesota South – NAD 1983 (2011) Legend Approximate Soil Boring Location SB-1 SB-2 SB-3 SB-4 Silty Sand, trace Gravel, dark brown, moist. (Topsoil/Fill) (CL) Sandy Lean Clay, black and brown, wet. (Fill) (SC-SM) Silty Clay, brown, moist. (Fill) (CL) Sandy Lean Clay, gray and brown, wet, rather soft to rather stiff. (Glacial Outwash) P-200=55.5% Grain Size Analysis H-1 (SP) Poorly Graded Sand, fine to coarse grained, trace Gravel, brown, moist, medium dense. (Glacial Outwash)P-200=4.2%Grain Size Analysis H-2 Bottom of borehole at 16.0 feet. SS 28 SS29 SS 30 SS31 SS32 SS 33 SS34 (56) (50) (44) (56) (67) (56) (33) 4-6-5 (11) 6-6-5(11) 3-3-2 (5) 3-3-7(10) 2-3-5(8) 4-6-7 (13) 7-7-7(14) NOTES GROUND ELEVATION 847.5 ft LOGGED BY GD DRILLING METHOD Hollow Stem Auger/Split Spoon DRILLING CONTRACTOR HGTS 750-2 GROUND WATER LEVELS: CHECKED BY PG DATE STARTED 11/16/21 COMPLETED 11/16/21 AT TIME OF DRILLING --- Not Encountered AT END OF DRILLING --- Not Encountered AFTER DRILLING --- Not Encountered HOLE SIZE 3 1/4 inches FINES CONTENT (%) 20 40 60 80 20 40 60 80 PL LLMC DEPTH(ft)0 5 10 15 GRAPHICLOGMATERIAL DESCRIPTION SAMPLE TYPENUMBERRECOVERY %(RQD)BLOWCOUNTS(N VALUE) SPT N VALUE 20 40 60 80 MOISTURE CONT.(%)NOTESPAGE 1 OF 1 BORING NUMBER SB-1 CLIENT Barr Engineering PROJECT NUMBER 21-1100 PROJECT NAME Lynmar Basin PROJECT LOCATION Edina, MN GEOTECH BH PLOTS - GINT STD US LAB.GDT - 12/9/21 10:37 - C:\USERS\HGTS 3\DROPBOX (HGTS)\HAUGO GEOTECHNICAL SERVICES\GINT PROJECT BACKUP\PROJECTS\21-1100 LYNMAR BASIN.GPJHaugo GeoTechnical Services 2825 Cedar Ave South Minneapolis, MN 55407 Telephone: 612-729-2959 Fax: 763-445-2238 Silty Clayey Sand, trace Roots, dark brown, moist. (Topsoil) (CL) Sandy Lean Clay, with Gravel, brown, wet, very stiff. (Glacial Outwash) (SM) Silty Sand, fine to coarse grained, trace Gravel, brown,moist, loose to medium dense. (Glacial Outwash) P-200=19.6%Grain Size Analysis H-3 (SP-SM) Poorly Graded Sand with Silt, fine to coarse grained, withGravel, brown, moist to about 23.5 feet then waterbearing, medium dense. (Glacial Outwash) P-200=11.3% Grain Size Analysis H-4 Bottom of borehole at 31.0 feet. SS 18 SS19 SS 20 SS21 SS22 SS 23 SS24 SS 25 SS 26 SS27 (56) (56) (50) (56) (56) (61) (56) (94) (56) (56) 3-4-5 (9) 5-8-10(18) 6-5-2 (7) 6-6-5(11) 6-10-8(18) 7-9-10 (19) 7-8-10(18) 11-12-10 (22) 3-7-11 (18) 5-7-8(15) NOTES GROUND ELEVATION 845.8 ft LOGGED BY GD DRILLING METHOD Hollow Stem Auger/Split Spoon DRILLING CONTRACTOR HGTS 750-2 GROUND WATER LEVELS: CHECKED BY PG DATE STARTED 11/16/21 COMPLETED 11/16/21 AT TIME OF DRILLING 25.00 ft / Elev 820.80 ft AT END OF DRILLING 23.40 ft / Elev 822.40 ft AFTER DRILLING --- HOLE SIZE 3 1/4 inches FINES CONTENT (%) 20 40 60 80 20 40 60 80 PL LLMC DEPTH(ft)0 5 10 15 20 25 30 GRAPHICLOGMATERIAL DESCRIPTION SAMPLE TYPENUMBERRECOVERY %(RQD)BLOWCOUNTS(N VALUE) SPT N VALUE 20 40 60 80 MOISTURE CONT.(%)NOTESPAGE 1 OF 1 BORING NUMBER SB-2 CLIENT Barr Engineering PROJECT NUMBER 21-1100 PROJECT NAME Lynmar Basin PROJECT LOCATION Edina, MN GEOTECH BH PLOTS - GINT STD US LAB.GDT - 12/9/21 10:37 - C:\USERS\HGTS 3\DROPBOX (HGTS)\HAUGO GEOTECHNICAL SERVICES\GINT PROJECT BACKUP\PROJECTS\21-1100 LYNMAR BASIN.GPJHaugo GeoTechnical Services 2825 Cedar Ave South Minneapolis, MN 55407 Telephone: 612-729-2959 Fax: 763-445-2238 Sandy Lean Clay, trace Roots, dark brown, wet. (Topsoil) (SM) Silty sand, fine to coarse grained, with Gravel, brown, moist, medium dense. (Glacial Outwash) P-200=13%Grain Size Analysis H-5 (SP-SM) Poorly Graded Sand with Silt, fine to coarse grained, withGravel, brown, moist, medium dense. (Glacial Outwash)P-200=9.3% Grain Size Analysis H-6 Bottom of borehole at 16.0 feet. SS 11 SS12 SS 13 SS14 SS15 SS 16 SS17 (44) (33) (56) (56) (56) (50) 1-2-3 (5) 3-4-6(10) 3-6-8 (14) 17-12-14(26) 10-12-10(22) 8-8-12 (20) 8-9-7(16) NOTES GROUND ELEVATION 844.8 ft LOGGED BY GD DRILLING METHOD Hollow Stem Auger/Split Spoon DRILLING CONTRACTOR HGTS 750-2 GROUND WATER LEVELS: CHECKED BY PG DATE STARTED 11/16/21 COMPLETED 11/16/21 AT TIME OF DRILLING --- Not Encountered AT END OF DRILLING --- Not Encountered AFTER DRILLING --- Not Encountered HOLE SIZE 3 1/4 inches FINES CONTENT (%) 20 40 60 80 20 40 60 80 PL LLMC DEPTH(ft)0 5 10 15 GRAPHICLOGMATERIAL DESCRIPTION SAMPLE TYPENUMBERRECOVERY %(RQD)BLOWCOUNTS(N VALUE) SPT N VALUE 20 40 60 80 MOISTURE CONT.(%)NOTESPAGE 1 OF 1 BORING NUMBER SB-3 CLIENT Barr Engineering PROJECT NUMBER 21-1100 PROJECT NAME Lynmar Basin PROJECT LOCATION Edina, MN GEOTECH BH PLOTS - GINT STD US LAB.GDT - 12/9/21 10:37 - C:\USERS\HGTS 3\DROPBOX (HGTS)\HAUGO GEOTECHNICAL SERVICES\GINT PROJECT BACKUP\PROJECTS\21-1100 LYNMAR BASIN.GPJHaugo GeoTechnical Services 2825 Cedar Ave South Minneapolis, MN 55407 Telephone: 612-729-2959 Fax: 763-445-2238 Clayey Sand, trace Gravel, dark brown, moist. (Topsoil/Fill) Silty Sand, trace Gravel, Bituminous Debris, dark brown, moist. (Fill) (SP-SM) Poorly Graded Sand with Silt, fine to coarse grained, with Gravel, brown, moist, loose. (Glacial Outwash)P-200=8.3%Grain Size Analysis H-7 (CL) Sandy Lean Clay, gray, wet, very stiff. (Glacial Outwash) (SP) Poorly Graded Sand, fine to medium grained, trace Gravel, gray and brow, moist, loose. (Glacial Outwash) (SP-SM) Poorly Graded Sand with Silt, fine to coarse grained,trace Gravel, brown, moist to about 24 feet then waterbearing,very loose to loose. (Glacial Outwash) P-200=6.2% Grain Size Analysis H-8 Bottom of borehole at 31.0 feet. AU1 SS2 SS 3 SS4 SS5 SS 6 SS7 SS 8 SS 9 SS10 (38) (44) (44) (39) (67) (50) (44) (44) (100) 2-3-5(8) 5-10-7(17) 8-6-3 (9) 2-5-5(10) 6-9-9(18) 5-3-3 (6) 3-3-3(6) 3-2-1 (3) 2-2-1 (3) 2-2-4(6) NOTES GROUND ELEVATION 845.1 ft LOGGED BY GD DRILLING METHOD Hollow Stem Auger/Split Spoon DRILLING CONTRACTOR HGTS 750-2 GROUND WATER LEVELS: CHECKED BY PG DATE STARTED 11/16/21 COMPLETED 11/16/21 AT TIME OF DRILLING 25.00 ft / Elev 820.10 ft AT END OF DRILLING 24.20 ft / Elev 820.90 ft AFTER DRILLING --- HOLE SIZE 3 1/4 inches FINES CONTENT (%) 20 40 60 80 20 40 60 80 PL LLMC DEPTH(ft)0 5 10 15 20 25 30 GRAPHICLOGMATERIAL DESCRIPTION SAMPLE TYPENUMBERRECOVERY %(RQD)BLOWCOUNTS(N VALUE) SPT N VALUE 20 40 60 80 MOISTURE CONT.(%)NOTESPAGE 1 OF 1 BORING NUMBER SB-4 CLIENT Barr Engineering PROJECT NUMBER 21-1100 PROJECT NAME Lynmar Basin PROJECT LOCATION Edina, MN GEOTECH BH PLOTS - GINT STD US LAB.GDT - 12/9/21 10:37 - C:\USERS\HGTS 3\DROPBOX (HGTS)\HAUGO GEOTECHNICAL SERVICES\GINT PROJECT BACKUP\PROJECTS\21-1100 LYNMAR BASIN.GPJHaugo GeoTechnical Services 2825 Cedar Ave South Minneapolis, MN 55407 Telephone: 612-729-2959 Fax: 763-445-2238 Tested By: RR Haugo GeoTechnical Services Maple Grove, Minnesota 12-7-2021 (no specification provided) PL=LL=PI= D90=D85=D60= D50=D30=D15= D10=Cu=Cc= USCS=AASHTO= * 1 1/2" 1" 3/4" 1/2" 3/8" #4 #10 #16 #40 #60 #100 #200 0.0366 mm. 0.0236 mm. 0.0140 mm. 0.0100 mm. 0.0071 mm. 0.0036 mm. 0.0015 mm. 99.0 99.0 99.0 99.0 99.0 99.0 98.0 96.0 81.0 69.0 61.0 55.5 35.1 30.4 24.2 21.1 19.5 15.3 13.8 0.6901 0.5167 0.1262 0.0608 0.0226 0.0033 Assumed Sp. G. of 2.650 Barr Engineering Lymar Basin 21-1000 Soil Description Atterberg Limits Coefficients Classification Remarks Location: SB-1 7.5 - 9 FT. Sample Number: G-1 Date: Client: Project: Project No:Figure SIEVE PERCENT SPEC.*PASS? SIZE FINER PERCENT (X=NO)PERCENT FINER0 10 20 30 40 50 60 70 80 90 100 GRAIN SIZE - mm. 0.0010.010.1110100 % +3"% Gravel Coarse % Sand Fine Silt % Fines Clay 17.0 25.5 41.6 13.96 in.3 in.2 in.1½ in.1 in.¾ in.½ in.3/8 in.#4#10#20#30#40#60#100#140#200Particle Size Distribution Report Tested By: RR Haugo GeoTechnical Services Maple Grove, Minnesota 12-7-2021 (no specification provided) PL=LL=PI= D90=D85=D60= D50=D30=D15= D10=Cu=Cc= USCS=AASHTO= * 1 1/2" 1" 3/4" 1/2" 3/8" #4 #10 #16 #40 #60 #100 #200 0.0413 mm. 0.0262 mm. 0.0151 mm. 0.0107 mm. 0.0076 mm. 0.0038 mm. 0.0016 mm. 100.0 100.0 100.0 100.0 100.0 99.0 96.0 90.0 76.0 52.0 8.0 4.2 3.3 2.5 2.5 1.7 1.7 1.4 0.9 1.1800 0.7328 0.2806 0.2439 0.1965 0.1661 0.1550 1.81 0.89 SP Assumed Sp. G. of 2.650 Barr Engineering Lymar Basin 21-1000 Soil Description Atterberg Limits Coefficients Classification Remarks Location: SB-1 12.5 - 14 FT. Sample Number: G-2 Date: Client: Project: Project No:Figure SIEVE PERCENT SPEC.*PASS? SIZE FINER PERCENT (X=NO)PERCENT FINER0 10 20 30 40 50 60 70 80 90 100 GRAIN SIZE - mm. 0.0010.010.1110100 % +3"% Gravel Coarse % Sand Fine Silt % Fines Clay 0.0 4.0 20.0 71.8 3.2 1.06 in.3 in.2 in.1½ in.1 in.¾ in.½ in.3/8 in.#4#10#20#30#40#60#100#140#200Particle Size Distribution Report Tested By: RR Haugo GeoTechnical Services Maple Grove, Minnesota 12-7-2021 (no specification provided) PL=LL=PI= D90=D85=D60= D50=D30=D15= D10=Cu=Cc= USCS=AASHTO= * 1 1/2" 1" 3/4" 1/2" 3/8" #4 #10 #16 #40 #60 #100 #200 0.0388 mm. 0.0247 mm. 0.0144 mm. 0.0102 mm. 0.0073 mm. 0.0036 mm. 0.0015 mm. 100.0 100.0 97.0 97.0 96.0 94.0 86.0 80.0 54.0 42.0 25.0 19.6 17.9 16.6 14.0 12.6 12.0 11.7 10.0 2.9519 1.7939 0.5394 0.3506 0.1771 0.0177 0.0015 360.64 38.88 Assumed Sp. G. of 2.650 Barr Engineering Lymar Basin 21-1000 Soil Description Atterberg Limits Coefficients Classification Remarks Location: SB-2 5 - 6.5 FT. Sample Number: G-3 Date: Client: Project: Project No:Figure SIEVE PERCENT SPEC.*PASS? SIZE FINER PERCENT (X=NO)PERCENT FINER0 10 20 30 40 50 60 70 80 90 100 GRAIN SIZE - mm. 0.0010.010.1110100 % +3"% Gravel Coarse % Sand Fine Silt % Fines Clay 0.0 14.0 32.0 34.4 8.9 10.76 in.3 in.2 in.1½ in.1 in.¾ in.½ in.3/8 in.#4#10#20#30#40#60#100#140#200Particle Size Distribution Report Tested By: RR Haugo GeoTechnical Services Maple Grove, Minnesota 12-7-2021 (no specification provided) PL=LL=PI= D90=D85=D60= D50=D30=D15= D10=Cu=Cc= USCS=AASHTO= * 1 1/2" 1" 3/4" 1/2" 3/8" #4 #10 #16 #40 #60 #100 #200 0.0394 mm. 0.0253 mm. 0.0147 mm. 0.0104 mm. 0.0074 mm. 0.0037 mm. 0.0015 mm. 100.0 100.0 100.0 100.0 99.0 95.0 82.0 73.0 41.0 23.0 17.0 11.3 10.8 9.8 9.2 8.0 6.8 5.9 4.4 3.2566 2.4007 0.7253 0.5406 0.3175 0.1199 0.0277 26.21 5.02 Assumed Sp. G. of 2.6+50 Barr Engineering Lymar Basin 21-1000 Soil Description Atterberg Limits Coefficients Classification Remarks Location: SB-2 20 - 21.5 FT. Sample Number: G-4 Date: Client: Project: Project No:Figure SIEVE PERCENT SPEC.*PASS? SIZE FINER PERCENT (X=NO)PERCENT FINER0 10 20 30 40 50 60 70 80 90 100 GRAIN SIZE - mm. 0.0010.010.1110100 % +3"% Gravel Coarse % Sand Fine Silt % Fines Clay 0.0 18.0 41.0 29.7 6.4 4.96 in.3 in.2 in.1½ in.1 in.¾ in.½ in.3/8 in.#4#10#20#30#40#60#100#140#200Particle Size Distribution Report Tested By: RR Haugo GeoTechnical Services Maple Grove, Minnesota 12-9-2021 (no specification provided) PL=LL=PI= D90=D85=D60= D50=D30=D15= D10=Cu=Cc= USCS=AASHTO= * 1 1/2" 1" 3/4" 1/2" 3/8" #4 #10 #16 #40 #60 #100 #200 0.0390 mm. 0.0251 mm. 0.0146 mm. 0.0103 mm. 0.0073 mm. 0.0036 mm. 0.0015 mm. 100.0 100.0 98.0 94.0 94.0 89.0 81.0 74.0 37.0 24.0 16.0 13.0 12.3 11.4 10.2 10.8 10.2 9.3 7.8 5.2370 3.1464 0.7700 0.6013 0.3309 0.1344 0.0066 117.07 21.63 Assumed Sp. G. of 2.650 Barr Engineering Lymar Basin 21-1000 Soil Description Atterberg Limits Coefficients Classification Remarks Location: SB-3 5 - 6.5 FT Sample Number: G-5 Date: Client: Project: Project No:Figure SIEVE PERCENT SPEC.*PASS? SIZE FINER PERCENT (X=NO)PERCENT FINER0 10 20 30 40 50 60 70 80 90 100 GRAIN SIZE - mm. 0.0010.010.1110100 % +3"% Gravel Coarse % Sand Fine Silt % Fines Clay 0.0 19.0 44.0 24.0 4.6 8.46 in.3 in.2 in.1½ in.1 in.¾ in.½ in.3/8 in.#4#10#20#30#40#60#100#140#200Particle Size Distribution Report Tested By: RR Haugo GeoTechnical Services Maple Grove, Minnesota 12-7-2021 (no specification provided) PL=LL=PI= D90=D85=D60= D50=D30=D15= D10=Cu=Cc= USCS=AASHTO= * 1 1/2" 1" 3/4" 1/2" 3/8" #4 #10 #16 #40 #60 #100 #200 0.0395 mm. 0.0254 mm. 0.0147 mm. 0.0104 mm. 0.0074 mm. 0.0037 mm. 0.0015 mm. 100.0 100.0 96.0 92.0 90.0 81.0 70.0 63.0 37.0 25.0 13.0 9.3 8.9 8.0 7.5 7.0 6.4 6.2 4.9 9.5250 6.2570 1.0185 0.6891 0.3112 0.1666 0.0911 11.18 1.04 Assumed Sp. G. of 2.650 Barr Engineering Lymar Basin 21-1000 Soil Description Atterberg Limits Coefficients Classification Remarks Location: SB-3 15 - 16.5FT Sample Number: G-6 Date: Client: Project: Project No:Figure SIEVE PERCENT SPEC.*PASS? SIZE FINER PERCENT (X=NO)PERCENT FINER0 10 20 30 40 50 60 70 80 90 100 GRAIN SIZE - mm. 0.0010.010.1110100 % +3"% Gravel Coarse % Sand Fine Silt % Fines Clay 0.0 30.0 33.0 27.7 3.9 5.46 in.3 in.2 in.1½ in.1 in.¾ in.½ in.3/8 in.#4#10#20#30#40#60#100#140#200Particle Size Distribution Report Tested By: RR Haugo GeoTechnical Services Maple Grove, Minnesota 12-7-2021 (no specification provided) PL=LL=PI= D90=D85=D60= D50=D30=D15= D10=Cu=Cc= USCS=AASHTO= * 1 1/2" 1" 3/4" 1/2" 3/8" #4 #10 #16 #40 #60 #100 #200 0.0398 mm. 0.0256 mm. 0.0148 mm. 0.0105 mm. 0.0074 mm. 0.0037 mm. 0.0015 mm. 100.0 100.0 97.0 96.0 94.0 86.0 75.0 67.0 41.0 28.0 13.0 8.3 7.8 6.9 6.4 5.8 5.2 5.0 4.1 6.5718 4.3873 0.8685 0.5987 0.2686 0.1632 0.1044 8.32 0.80 Assumed Sp. G. of 2.650 Barr Engineering Lymar Basin 21-1000 Soil Description Atterberg Limits Coefficients Classification Remarks Location: SB-4 5 - 6.5 FT Sample Number: G-7 Date: Client: Project: Project No:Figure SIEVE PERCENT SPEC.*PASS? SIZE FINER PERCENT (X=NO)PERCENT FINER0 10 20 30 40 50 60 70 80 90 100 GRAIN SIZE - mm. 0.0010.010.1110100 % +3"% Gravel Coarse % Sand Fine Silt % Fines Clay 0.0 25.0 34.0 32.7 3.9 4.46 in.3 in.2 in.1½ in.1 in.¾ in.½ in.3/8 in.#4#10#20#30#40#60#100#140#200Particle Size Distribution Report Tested By: RR Haugo GeoTechnical Services Maple Grove, Minnesota 12-7-2021 (no specification provided) PL=LL=PI= D90=D85=D60= D50=D30=D15= D10=Cu=Cc= USCS=AASHTO= * 1 1/2" 1" 3/4" 1/2" 3/8" #4 #10 #16 #40 #60 #100 #200 0.0409 mm. 0.0259 mm. 0.0150 mm. 0.0106 mm. 0.0075 mm. 0.0037 mm. 0.0015 mm. 100.0 100.0 100.0 100.0 100.0 98.0 92.0 84.0 42.0 24.0 9.0 6.2 6.0 5.3 4.5 3.8 3.1 2.7 1.6 1.6410 1.2278 0.6399 0.5140 0.3010 0.1900 0.1575 4.06 0.90 Assumed Sp. G. of 2.650 Barr Engineering Lymar Basin 21-1000 Soil Description Atterberg Limits Coefficients Classification Remarks Location: SB-4 20 - 21.5 Ft. Sample Number: G-8 Date: Client: Project: Project No:Figure SIEVE PERCENT SPEC.*PASS? SIZE FINER PERCENT (X=NO)PERCENT FINER0 10 20 30 40 50 60 70 80 90 100 GRAIN SIZE - mm. 0.0010.010.1110100 % +3"% Gravel Coarse % Sand Fine Silt % Fines Clay 0.0 8.0 50.0 35.8 4.2 2.06 in.3 in.2 in.1½ in.1 in.¾ in.½ in.3/8 in.#4#10#20#30#40#60#100#140#200Particle Size Distribution Report 2828 Appendix B Engineers Opinion of Probable Cost – Concept A PREPARED BY: BARR ENGINEERING COMPANY SHEET: 1 OF 1 BY:KJN2/MDB3 DATE:2/10/2022 FEASIBILITY STUDY - CONCEPT W/O STORM SEWER MODS (SCENARIO A)CHECKED BY: JMK2 DATE: 2/17/2022 ENGINEER'S OPINION OF COST APPROVED BY: DATE: PROJECT:Lynmar Stormwater Retrofit ISSUED:DATE: LOCATION:Edina, MN ISSUED:DATE: PROJECT #:23/27-1725.05 ISSUED:DATE: OPINION OF COST - SUMMARY ISSUED:DATE: Engineer's Opinion of Cost Lynmar Stormwater Retrofit ESTIMATED ITEM ITEM DESCRIPTION UNIT QUANTITY UNIT COST ITEM COST NOTES Mobilization LS 1 $54,100.00 $54,100.001,2,3,4,5,6 Traffic and Pedestrian Safety Control Measures LS 1 $7,500.00 $7,500.001,2,3,4,5,6 Construction Layout and Staking LS 1 $3,000.00 $3,000.001,2,3,4,5,6 Erosion and Sediment Control LS 1 $8,000.00 $8,000.001,2,3,4,5,6 Clearing and Grubbing LS 1 $5,000.00 $5,000.001,2,3,4,5,6 Remove Tree and Stump (12" - 24" Diameter)Each 6 $750.00 $4,500.001,2,3,4,5,6 Remove Concrete Curb and Gutter LF 20 $8.00 $160.001,2,3,4,5,6 Common Excavation CY 5,580 $19.00 $106,020.001,2,3,4,5,6 Off Site Disposal of Excavated Material CY 4,830 $18.00 $86,940.001,2,3,4,5,6 Soil Loosening - 18" Depth SY 3,020 $2.00 $6,040.001,2,3,4,5,6 Planting Soil (12" depth - 75% sand, 25% leaf compost - MnDOT Grade II)CY 1,010 $70.00 $70,700.001,2,3,4,5,6 Furnish and Install MnDOT 3877 Type B Topsoil CY 760 $50.00 $38,000.001,2,3,4,5,6 72" Storm Manhole with SAFL Baffle Each 1 $25,000.00 $25,000.001,2,3,4,5,6 Construct Energy Dissipation Pad Each 1 $4,500.00 $4,500.001,2,3,4,5,6 4" Concrete Sidewalk with Compacted Class V Base SY 351 $90.00 $31,600.001,2,3,4,5,6 Turf Seeding SY 5,621 $3.00 $16,863.001,2,3,4,5,6 Erosion Control Blanket SY 2,400 $3.00 $7,200.001,2,3,4,5,6 3" Twice Shredded Hardwood Mulch CY 670 $55.00 $36,850.001,2,3,4,5,6 Straw Mulch SY 1 $2,500.00 $2,500.001,2,3,4,5,6 Custom Native Seed Mix with Cover Crop AC 1 $5,500.00 $5,500.001,2,3,4,5,6 Herbaceous Plugs Each 800 $4.00 $3,200.001,2,3,4,5,6 Herbaceous Plant (#1 Cont.)Each 1,100 $17.00 $18,700.001,2,3,4,5,6 Shrub (#2 Cont.)Each 150 $45.00 $6,750.001,2,3,4,5,6 Deciduous Tree (#20, Cont.)Each 18 $480.00 $8,640.001,2,3,4,5,6 4" Steel Landscape Edging LF 840 $10.00 $8,400.001,2,3,4,5,7 Common Excavation for Infiltration Trench CY 675 $19.00 $12,825.001,2,3,4,5,7 Off Site Disposal of 75% of Excavated Material CY 500 $18.00 $9,000.001,2,3,4,5,7 Excavate and Salvage from Infiltration Trench (25% of material excavated)CY 200 $7.00 $1,400.001,2,3,4,5,7 Import Clean Sand for Infiltration Trench CY 500 $50.00 $25,000.001,2,3,4,5,7 CONSTRUCTION SUBTOTAL $614,000.001,2,3,4,5,6,7,8 CONSTRUCTION CONTINGENCY (30%)$184,000.001,4,8 ESTIMATED CONSTRUCTION COST $798,000.001,2,3,4,5,6,7,8 ENGINEERING, DESIGN, AND CONSTRUCTION ADMINISTRATION (25%)$199,500.001,2,3,4,5,6,7,8 ESTIMATED TOTAL PROJECT COST $998,0001,2,3,4,5,6,7,8 -15%$849,0001,2,3,4,5,6,7,8 20%$1,198,0001,2,3,4,5,6,7,8 Notes 8 Estimate costs are reported to nearest thousand dollars. ESTIMATED ACCURACY RANGE 4 This design level (Class 3, 10 - 40% design completion per ASTM E 2516-11) cost estimate is based on concept designs, alignments, quantities and unit prices. Costs will change with further design. Time value-of-money escalation costs are not included. A construction schedule is not available at this time. Contingency is an allowance for the net sum of costs that will be in the Final Total Project Cost at the time of the completion of design, but are not included at this level of project definition. The estimated accuracy range for the Total Project Cost as the project is defined is -15% to +20%. The accuracy range is based on professional judgement considering the level of design completed, the complexity of the project and the uncertainties in the project as scoped. The contingency and the accuracy range are not intended to include costs for future scope changes that are not part of the project as currently scoped or costs for risk contingency. Operation and Maintenance costs are not included. 5 Estimate assumes that projects will not be located on contaminated soil. 6 Estimate costs are to design, construct, and permit each alternative. The estimated costs do not include maintenance, monitoring or additional tasks following construction. 7 Furnish and Install pipe cost per linear foot includes all trenching, bedding, backfilling, compaction, and disposal of excess materials 1 Quantities based on Design Work Completed (10 - 40%). 2 Unit Prices Based on Information Available at This Time. 3 Limited Soil Boring and Field Investigation Information Available. P:\Mpls\23 MN\27\23271725 Lake Cornelia WQ Improvements\_03 Lynmar Basin Stormwater Retrofit\WorkFiles\2-Feasibility\Cost Estimate\Lynmar_Engineers Opinion of Probable Cost_ConceptUpdate_20220210_REV.xlsx 1 2929 Appendix C Engineers Opinion of Probable Cost – Concept C PREPARED BY: BARR ENGINEERING COMPANY SHEET: 1 OF 1 BY: KJN2/MDB3 DATE: 2/1/2022 FEASIBILITY STUDY ‐ REDIRECTING SUBWATERSHED LE_24 (SCENARIO C)CHECKED BY: KAL DATE: ENGINEER'S OPINION OF COST CHECKED/REVISED BY: JMK2 DATE: 2/17/2022 PROJECT:Lynmar Stormwater Retrofit ISSUED: DATE: LOCATION:Edina, MN ISSUED: DATE: PROJECT #:23/27‐1725.05 ISSUED: DATE: OPINION OF COST ‐ SUMMARY ISSUED: DATE: Engineer's Opinion of Cost Lynmar Stormwater Retrofit ESTIMATED ITEM ITEM DESCRIPTION UNIT QUANTITY UNIT COST ITEM COST NOTES Mobilization LS 1 $68,500.00 $68,500.00 1,2,3,4,5,6 Traffic and Pedestrian Safety Control Measures LS 1 $7,500.00 $7,500.00 1,2,3,4,5,6 Construction Layout and Staking LS 1 $3,000.00 $3,000.00 1,2,3,4,5,6 Erosion and Sediment Control LS 1 $8,000.00 $8,000.00 1,2,3,4,5,6 Clearing and Grubbing LS 1 $5,000.00 $5,000.00 1,2,3,4,5,6 Remove Tree and Stump (12" ‐ 24" Diameter) Each 6 $750.00 $4,500.00 1,2,3,4,5,6 Remove Concrete Curb and Gutter LF 20 $8.00 $160.00 1,2,3,4,5,6 Common Excavation CY 5,580 $19.00 $106,020.00 1,2,3,4,5,6 Off Site Disposal of Excavated Material CY 4,830 $18.00 $86,940.00 1,2,3,4,5,6 Soil Loosening ‐ 18" Depth SY 3,020 $2.00 $6,040.00 1,2,3,4,5,6 Planting Soil (12" depth ‐ 75% sand, 25% leaf compost ‐ MnDOT Grade II) CY 1,010 $70.00 $70,700.00 1,2,3,4,5,6 Furnish and Install MnDOT 3877 Type B Topsoil CY 760 $50.00 $38,000.00 1,2,3,4,5,6 72" Storm Manhole with SAFL Baffle Each 1 $25,000.00 $25,000.00 1,2,3,4,5,6 Construct Energy Dissipation Pad Each 1 $4,500.00 $4,500.00 1,2,3,4,5,6 4" Concrete Sidewalk with Compacted Class V Base SY 351 $90.00 $31,600.00 1,2,3,4,5,6 Turf Seeding SY 5,621 $3.00 $16,863.00 1,2,3,4,5,6 Erosion Control Blanket SY 2,400 $3.00 $7,200.00 1,2,3,4,5,6 3" Twice Shredded Hardwood Mulch CY 670 $55.00 $36,850.00 1,2,3,4,5,6 Straw Mulch SY 1 $2,500.00 $2,500.00 1,2,3,4,5,6 Custom Native Seed Mix with Cover Crop AC 1 $5,500.00 $5,500.00 1,2,3,4,5,6 Herbaceous Plugs Each 800 $4.00 $3,200.00 1,2,3,4,5,6 Herbaceous Plant (#1 Cont.) Each 1,100 $17.00 $18,700.00 1,2,3,4,5,6 Shrub (#2 Cont.) Each 150 $45.00 $6,750.00 1,2,3,4,5,6 Deciduous Tree (#20, Cont.) Each 18 $480.00 $8,640.00 1,2,3,4,5,6 4" Steel Landscape Edging LF 840 $10.00 $8,400.00 1,2,3,4,5,7 STORM SEWER MODIFICATIONS PER FEASIBILITY STUDY Remove existing CBs and replace with High Capacity CBs EA 4 $10,000.00 $40,000.00 1,2,3,4,5,7 New Manhole (72", 10' depth), including 2 existing pipe connections EA 1 $12,000.00 $12,000.00 1,2,3,4,5,7 New Manhole (96", 10' depth) EA 2 $15,000.00 $30,000.00 1,2,3,4,5,7 Common Excavation for Infiltration Trench CY 675 $19.00 $12,825.00 1,2,3,4,5,7 Off Site Disposal of 75% of Excavated Material CY 500 $18.00 $9,000.00 1,2,3,4,5,7 Excavate and Salvage from Infiltration Trench (25% of material excavated) CY 200 $7.00 $1,400.00 1,2,3,4,5,7 Import Clean Sand for Infiltration Trench CY 500 $50.00 $25,000.00 1,2,3,4,5,7 Remove Existing 18" Pipes LF 145 $30.00 $4,350.00 1,2,3,4,5,7 24" CPEP (0 ‐ 8' depth) LF 130 $60.00 $7,800.00 1,2,3,4,5,7 36" CPEP (0 ‐ 8' depth) LF 65 $75.00 $4,875.00 1,2,3,4,5,7 42" CPEP (0 ‐ 8' depth) LF 25 $90.00 $2,250.00 1,2,3,4,5,7 42" Flared End Section with Trash Rack EA 1 $2,500.00 $2,500.00 1,2,3,4,5,7 Patch concrete road (8" with base) SF 2,000 $20.00 $40,000.00 1,2,3,4,5,7 CONSTRUCTION SUBTOTAL $772,000.00 1,2,3,4,5,6,7,8 CONSTRUCTION CONTINGENCY (30%)$232,000.00 1,4,8 ESTIMATED CONSTRUCTION COST $1,004,000.00 1,2,3,4,5,6,7,8 ENGINEERING, DESIGN, AND CONSTRUCTION ADMINISTRATION (25%) $251,000.00 1,2,3,4,5,6,7,8 EASEMENTS $0.00 1,5,6 ESTIMATED TOTAL PROJECT COST $1,255,000 1,2,3,4,5,6,7,8 ‐15%$1,067,000 1,2,3,4,5,6,7,8 20%$1,506,000 1,2,3,4,5,6,7,8 Notes 8 Estimate costs are reported to nearest thousand dollars. ESTIMATED ACCURACY RANGE 4 This design level (Class 3, 10 ‐ 40% design completion per ASTM E 2516‐11) cost estimate is based on concept designs, alignments, quantities and unit prices. Costs will change with further design. Time value‐of‐money escalation costs are not included. A construction schedule is not available at this time. Contingency is an allowance for the net sum of costs that will be in the Final Total Project Cost at the time of the completion of design, but are not included at this level of project definition. The estimated accuracy range for the Total Project Cost as the project is defined is ‐15% to +20%. The accuracy range is based on professional judgement considering the level of design completed, the complexity of the project and the uncertainties in the project as scoped. The contingency and the accuracy range are not intended to include costs for future scope changes that are not part of the project as currently scoped or costs for risk contingency. Operation and Maintenance costs are not included. 5 Estimate assumes that projects will not be located on contaminated soil. 6 Estimate costs are to design, construct, and permit each alternative. The estimated costs do not include maintenance, monitoring or additional tasks following construction. 7 Furnish and Install pipe cost per linear foot includes all trenching, bedding, backfilling, compaction, and disposal of excess materials 1 Quantities based on Design Work Completed (10 ‐ 40%). 2 Unit Prices Based on Information Available at This Time. 3 Limited Soil Boring and Field Investigation Information Available. P:\Mpls\23 MN\27\23271725 Lake Cornelia WQ Improvements\_03 Lynmar Basin Stormwater Retrofit\WorkFiles\2‐Feasibility\Cost Estimate\Lynmar_Engineers Opinion of Probable Cost_Feasibility_20220117_REV.xlsx 1 of 1 Date: June 21, 2022 Agenda Item #: VI.Q. To:Mayor and City Council Item Type: Report / Recommendation From:Chad A. Millner, P.E., Director of Engineering Item Activity: Subject:Approve Utility Occupancy License with Soo Line Railroad Company dba Canadian Pacific Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Utility Occupancy License with Soo Line Railroad Company dba Canadian Pacific. INTRODUCTION: The Utility Occupancy License allows the City's contractor for the 2021 Melody Lake Neighborhood Street Reconstruction complete storm sewer improvements within CP Rail ROW on Hansen Road. This work was scheduled for 2021 but was delayed as the parties worked on the license agreement. ATTACHMENTS: Description Utility Occupancy License with Soo Line Railroad Company (CP Rail) Page 1 of 7 UTILITY OCCUPANCY LICENSE NO. 55099 THIS UTILITY OCCUPANCY LICENSE (“License”) is made effective the __1st___day of _May, 2022, by and between 1. PARTIES: SOO LINE RAILROAD COMPANY, a Minnesota corporation, doing business as Canadian Pacific, with its general offices at Canadian Pacific Plaza, 120 South Sixth Street, Minneapolis, MN 55402 (hereinafter referred to as “CP”), and City of Edina, with an office at 7450 Metro Blvd Edina, Minnesota 55439 (“Licensee”). 2. ACKNOWLEDGEMENT CP hereby licenses and authorizes Licensee to install, maintain and operate the following “Utility Line” across, over and/or under its railroad corridor property and tracks, pursuant to the terms and conditions of this License. (a) Specifications Utility Type: Underground Drainage Water Size/Capacity: 2 - 12 in. Reinforced Concrete carrier pipe Installation: 3 minimum under natural ground Ancillary Items: _____None_______ (b) Location Lat/Long: 44.901162 -93.360895 PLSS: SE ¼ of the NE ¼ 033 / 117-N / 021-W City, County, State: Edina, Hennepin, Minnesota Milepost, Subdivision: Mile Post 18.53 on the Paynesville (BE# MN12) as shown upon Appendix 3 attached and incorporated herein (the “Property”). (c) Applicable Fees Licensee agrees to pay CP the following charges: (i) One-time fee of $1.00 to cover CP’s reasonable expenses incurred in reviewing Licensee’s notice to occupy CP’s right-of-way; and (ii) Reimbursement for CP’s reasonable and customary charges to have a flagman or watchman present during Licensee’s work on the Property, pursuant to Section 10.0(c). Attachments The following documents are incorporated in this Agreement: (i) Appendix 1 – Contacts (ii) Appendix 2 – Insurance Requirements (iii) Appendix 3 – Exhibit A (d) Work; License To Be Available At Work Site: (i) “Work,” shall mean any activity conducted by Licensee relative to the installation, maintenance, repair, replacement, relocation, servicing, or removal of the Utility Line which involves entry onto the Property. Page 2 of 7 (ii) “Work Site,” shall mean the general location of Licensee’s activities relative to the Work. Licensee shall keep a copy of this License at the Work Site and shall make it available upon request by any employee or agent of CP. 3.0 Effective Date The “Effective Date” of this Agreement shall be _____May__1st______, 2022. Notwithstanding the Effective Date, the rights granted to Licensee under this License shall be effective on the later of the Effective Date, or the last date it is executed by a party. 4.0 Term The rights granted Licensee under this License shall remain until terminated by either party by providing other party with thirty (30) days’ advanced written notice. 5.0 Mechanics’ And Materialmen’s Liens If any mechanics’ or material men’s liens, or similar lien, is asserted against the Property, or any other property of CP, as a direct consequence of the Work, Licensee shall immediately take steps to satisfy, defend, or obtain the release of such lien, all at Licensee’s cost and expense. 6.0 Contact; Notices (a) Contact Persons Communications pursuant to this License shall be directed to the contact persons listed in Appendix 1, or their designees. Either party may change this contact information by providing written notice to the other party. (b) Notices Except at otherwise provided in this License, all notices shall be in writing and shall be effective upon delivery to the Contact Person for the party notice is being given to. If notice is given by facsimile, the notice shall not be deemed effective until received in legible form. (c) Notification Prior To Beginning Work Except in the case of an emergency, Licensee shall notify CP’s Engineering contact person by telephone not less than fifteen (15) Business Days before commencing the Work. “Working Days” do not include Saturdays, Sundays, or federally recognized Holidays. 7.0 Permitted & Prohibited Use; Rights of CP (a) Permitted Use The use of the Property by Licensee shall be limited to the Work, or such other activity as may be approved by CP in writing. Licensee may permit governmental authorities with jurisdiction of the Work to enter the Property for the purpose of performing applicable governmental functions, including but not limited to inspecting or monitoring the Work. (b) Prohibited Uses and Activities Licensee shall not use, occupy or permit the Property to be used for any purpose, activity or improvement except as provided in this License, or as may be approved in writing by CP. Specifically: (i) Advertising – Licensee shall not permit any advertisements or signs upon the Property (except signs that may be required by applicable governmental law, rule or regulation based on the nature and extent of the Work); and (ii) Use of Hazardous Substances – Licensee shall not, without prior written disclosure and approval by CP, use or authorize the use of any Hazardous Substances on the Property, including installation of any above or underground storage tanks; subject thereto, Licensee shall arrange at its own cost for the lawful transportation and off-site disposal of any and all Hazardous Substances that it shall use or generate. “Hazardous Substances” shall mean any pollutant, contaminant, hazardous substance or waste, solid waste, petroleum product, Page 3 of 7 distillate, or fraction, radioactive material, chemical known to cause cancer or reproductive toxicity, polychlorinated biphenyl or nay other chemical, substance or material listed or identified in applicable regulatory or environmental laws. 8.0 Reservation and Rights of CP (a) Railroad Activities Take Priority Over Work All Work by Licensee shall be subordinate to the reasonable needs of CP in connection with the operation, maintenance and movement of railroad trains and equipment on the Property. Notwithstanding the foregoing, the parties agree to cooperate in good faith to schedule their respective work activity on the Property to minimize each other’s delays. (b) Interference With Prior/Future Use Licensee right to use the Property to perform the Work is subject to any prior easements, licenses, or permits to use the Property for tracks, roads, walkways, poles, wires, pipelines, sewers, billboards, and other improvements. Furthermore, CP reserves the right to place upon, across, above and/or under the Property additional tracks, roads, walkways, poles, wires, pipelines, sewers, billboards, and other improvements in any manner that does not interfere with Licensee’s Work or the Utility Line. (c) Relocation – Licensee shall relocate the Utility Line, at its sole cost and expense, if CP determines that such relocation is reasonably necessary for the current operation of the railroad tracks. (d) Monitoring CP may elect to be present at the Property during the Work and to monitor same, at Licensee’s sole cost and expense. 9.0 Investigation; Compliance with Laws; Safety Requirements (a) Prior Use – Before performing Work on the Property, Licensee shall obtain consent of all persons or entities that are using or occupying any portion of the Property, if such consent is required by applicable laws and/or regulations. CP will cooperate with Licensee in obtaining such consent from any person or entity that unreasonably withholds consent. (b) Underground Utilities And Structures (i) Licensee shall, pursuant to applicable laws and/or regulations, be responsible for determining the location of all underground utilities (e.g. electric lines, telephone lines, gas lines, steam lines, sewer lines, water lines, fiber optic cable), and utility structures. (ii) Licensee shall call the Gopher State One Call at (800) 252-1166 and make arrangements to have all applicable underground utilities marked prior to commencing any excavation or boring on the Property. (iii) CP will cooperate with Licensee to identify the location of underground utilities and utility structures known to CP, but such cooperation shall not relieve Licensee of its obligations under (i) and (ii) above. (iv) Licensee shall call CP’s Call-Before-You Dig group at (866) 291-0741, no less than five (5) Working Days prior to the date that Work is to be performed, in order for CP to mark its underground facilities on the Property. CP shall mark all its underground facilities on the Property within this five (5) day period to avoid delaying Licensee. (c) Permits and licenses; Compliance With Laws Licensee shall secure, at no expense to CP, any permits or licenses required in connection with the Work, and shall comply with all laws applicable to the Work and the use and operation of the Utility Line, including but not limited to any laws, standards, regulations, and permit requirements relating to environmental pollution and/or contamination, or to occupational health and safety. Page 4 of 7 (d) Compliance With CP Safety Requirements While on the Property Licensee shall comply with CP’s safety requirements as set forth in the document entitled “Minimum Safety Requirements for Contractors Working on Railway Property”. It is Licensee’s responsibility to obtain the most up-to-date copies of these requirements prior to commencement of any Work and ensuring that every person on the Property has access thereto. 10.0 Work in Close Proximity to Railroad Operations; Drainage (a) Interference With Railroad Operations – Licensee shall keep CP fully apprised of its proposed activities on the Property so as to prevent any interference with the operations of CP’s trains or equipment (or the trains and equipment of others lawfully using the tracks) operating on or near the Property. (b) Clearance – No Work shall be done or any equipment or other obstruction placed over or within 25 feet laterally of the centerline of any track without advanced notification to CP. (c) Flagging – Licensee shall make arrangements with CP for such flagging or watchmen service as CP deems necessary for the protection of railroad traffic. Pursuant to Section 2(c)(2) above, Licensee will compensate CP for its reasonable and customary charges to provide flagging or watchmen service. The fact that CP provides such service shall not relieve either party from liability under this License. (d) Certain Work Close to Track Not Permitted; Lateral Support (i) Unless otherwise agreed to in writing by CP, excavations, borings, wells, pits, test holes, probe sites, and the like shall not be located closer than 25 feet from the centerline of the nearest railroad track on or adjacent to the Property, nor will Licensee take, or allow any of its employees, agents or contractors to take, any action on the Property that would materially impair the lateral or sub-adjacent support of adjacent lands or railroad tracks. (ii) Unless otherwise agreed to in writing by CP, drilling and excavating equipment (and related equipment) shall not be located closer than 25 feet from the centerline of the nearest railroad track or any railroad track. (iii) In the event that CP permits excavations, borings, wells, pits, test holes, probe sites, and the like in close proximity to tracks, embankments or other features providing lateral support or sub-adjacent support to land or tracks, then notwithstanding anything herein to the contrary, Licensee shall be responsible for designing and constructing, at no cost to CP, any measures required to prevent the collapse, erosion or impairment to said land or tracks. (e) Storm Water – Licensee shall not, unless otherwise agreed to in writing by CP, make any changes to the Property that would either increase the historic flow rate of storm water from the Property, or create an impediment to the historic flow of storm water from the Property. (f) Fences – If the parties agree that it is necessary for the safety of the railroad operations, employees and/or the public, for a fence to be erected during the Work, Licensee agrees to erect such fencing at its sole cost and expense. Following completion of the applicable Work, Licensee shall remove such fencing and fill and tamp any post holes with clean material. 11.0 Conduct (a) Property Clean, Safe and Free From Nuisance – During any Work Licensee shall not permit the existence of any nuisance (as defined pursuant to Minnesota law) upon the Property, and shall at all times during the Work keep the Property in a clean, safe and sanitary condition free from any unreasonable accumulations of waste materials, debris or refuse. (b) Release of Hazardous Substances – Licensee shall not cause or allow its employees, agents or contractors to cause, the release of any Hazardous Substances on or from the Property. Page 5 of 7 (c) Response Actions – Licensee shall promptly take all necessary action in response to a release or potential release of Hazardous Substance at the Property, caused by Licensee or attributable to any act and/or omission of Licensee (or its employees, agents or contractors), that could: (i) give rise to any claim under applicable environmental laws and/or regulations; (ii) cause a public health or workplace hazard; or (iii) create a nuisance (as defined pursuant to Minnesota law). (e) Release or Suspected Release – Licensee shall promptly notify CP of any actual or suspected release of any Hazardous Substances on or from the Property, regardless of the cause of the release. (f) Notices, Summons, Citations, etc. – Licensee shall promptly provide CP with copies of any all summons, citations, directives, information inquiries or requests, notices of potential responsibilities, notices of violations or deficiencies, orders or decrees, claims, causes of action, complaints, investigations, judgments, or other communications, written or oral, actual or threatened, received by Licensee that is applicable to the Property or Work, including but not limited to notices from the United States Environmental Protection Agency, the United States Occupational Safety and Health Administration, or other federal, state or local agency or authority, or any other entity or individual, concerning: (i) any release of a Hazardous Substance on or from the Property; (ii) the imposition of any lien on the Property; or (iii) any alleged violation of or responsibility under any applicable environmental law. 12.0 Liability (a) Damage to Tracks, Facilities, and Equipment – If any tracks, facilities, or equipment owned, used, or maintained by CP are damaged in connection with the Work or Licensee's use or operation of the Utility Line, CP shall repair (or arrange for the repair of) such damage and Licensee shall pay the full cost of such repair within 30 days after receipt of CP's invoice. (b) Assumption of Risk – Licensee is fully aware of the dangers of working on and about railroad property and railroad operations and knowingly and willingly assumes the risk of harm (e.g., injury to or death of persons and damage to or destruction of property) that may occur while on and about the Property. Without in any way limiting the scope of the preceding sentence, Licensee assumes the risk that the Utility Line and any Work or appurtenances thereto on the Property may be disturbed, damaged, or destroyed by CP or third persons, and except where arising from the intentional malicious conduct of CP or its employees, agents, or invitees, Licensee shall not make any claim against CP on account of same, even if such disturbance, damage, or destruction arises from the negligence of CP or its employees, agents, or invitees. Licensee assumes full responsibility for protecting its installations and personal property from theft and vandalism while such installations and personal property are on the Property. (c) Indemnity – As used in this License, “Indemnified Parties” means the following businesses and their officers, directors, employees, and agents: Soo Line Railroad Company, Delaware and Hudson Railroad Corporation, Inc., Dakota, Minnesota and Easter Railroad Corporation ,Soo Line Corporation, Canadian Pacific Railway Company, Wyoming Dakota Railroad Properties, Inc., any company doing business as Canadian Pacific, and any railway company or contractor operating trains or rail equipment upon railway tracks in close proximity to the Property or the Utility Line, together with the parent companies, subsidiaries, and affiliated companies of all of the foregoing. To the maximum extent permitted by applicable law, Licensee shall release, indemnify and defend the Indemnified Parties (as defined below) against all claims, demands, actions, suits, judgments, losses, damages (including, but not limited to, lost profits and other actual, compensatory, direct, consequential, punitive, and exemplary damages), expenses, penalties, fines, sanctions, court costs, litigation costs, and attorneys' fees (collectively, Claims) arising out of or relating to any destruction of (or damage to) any property or natural resource, any injury to Page 6 of 7 (or death of) any person, or any environmental pollution or contamination whatsoever, where such destruction, damage, injury, death, pollution, or contamination actually or allegedly arises in whole or in part from the presence of the Utility Line on the Property or any Work connected therewith, or any action or omission of Licensee while on or about the Property pursuant to this License, or the exercise by Licensee of the rights and permissions granted by this License. 13.0 Insurance –Licensee shall procure and maintain in effect the insurance coverages set forth in Appendix 2. 14.0 Miscellaneous Provisions (a) Amendment/Waiver – This License cannot be amended, modified or revised unless done in writing and signed by CP and Licensee. No provision may be waived except in a writing signed by both parties. The failure by a party to enforce any provision of this License or to require performance by the other party will not be construed to be a waiver, or in any way affect the right of either party to enforce such provision thereafter. (b) Compliance with Law – Both parties agree to comply with all applicable federal, state and local laws, orders, rules and regulations (“Laws”). (c) Assignment; Binding Effect – This License may not be assigned by Licensee without first obtaining CP’s written consent. The terms and conditions contained in this License will bind and inure to the benefit of the parties, their respective heirs, executors, administrators, successors and assigns. (d) Entire Agreement – This License and the appendix attached hereto, all being a part hereof, constitute the entire agreement of the parties hereto and will supersede all prior offers, negotiations and agreements with respect to the subject matter of this License. Except as otherwise stated in this License, each party shall bear its own fees and expenses (including the fees and expenses of its agents, brokers, representatives, attorneys, and accountants) incurred in connection with the negotiation, drafting, execution and performance of this License and the transactions it contemplates. (e) Governing Law – This Agreement will be governed by the laws of the state in which the Property is located, without regard to conflicts of law. (f) Interpretation – Unless otherwise specified, the following rules of construction and interpretation apply: (i) captions are for convenience and reference only and in no way define or limit the construction of the terms and conditions hereof; (ii) use of the term "including" will be interpreted to mean "including but not limited to"; (iii) whenever a party's consent is required under this Agreement, except as otherwise stated in the Agreement or as same may be duplicative, such consent will not be unreasonably withheld, conditioned or delayed; (iv) appendix are an integral part of this Agreement and are incorporated by reference into this Agreement; (v) use of the terms "termination" or "expiration" are interchangeable; (vi) reference to a default will take into consideration any applicable notice, grace and cure periods; (vii) to the extent there is any issue with respect to any alleged, perceived or actual ambiguity in this Agreement, the ambiguity shall not be resolved on the basis of who drafted the Agreement; (viii) the singular use of words includes the plural where appropriate; and (ix) if any provision of this Agreement is held invalid, illegal or unenforceable, the remaining provisions of this Agreement shall remain in full force if the overall purpose of the Page 7 of 7 Agreement is not rendered impossible and the original purpose, intent or consideration is not materially impaired. (g) Survival. Any provisions of this License relating to indemnification shall survive the termination or expiration hereof. In addition, any terms and conditions contained in this License that by their sense and context are intended to survive the termination or expiration of this Agreement shall so survive. (h) Singular and Plural – As used in this License, the singular form of a word includes the plural form of that word, and vice versa, and this License shall be deemed to include such changes to the accompanying verbiage as may be necessary to conform to the change from singular to plural, or vice versa. (i) Duplicate Copies and Counterparts – This License may be executed in counterparts, which together shall constitute one and the same. The parties may execute more than one copy of this License, each of which shall constitute an original. THE PARTIES HERETO have executed this License as evidence of their agreement to the terms contained herein. City of Edina SOO LINE RAILROAD COMPANY doing business as Canadian Pacific By: By: Printed Name: Printed Name: Its: Its: Date: Date: APPENDIX 1 1. RAILROAD CONTACTS: A. Real Estate: Processing of License, fees Address Contact Info Canadian Pacific Real Estate US – Utility Permits Canadian Pacific Plaza – Suite 700 120 South Sixth Street Minneapolis, Minnesota 55402 Phone: (612) 904-6143 Fax: (612) 904-6147 Email: Real_Estate_-_US@cpr.ca B. Risk Management: Submittal of Insurance Coverage Renewals. Address Canadian Pacific Risk Management Department 7550 Ogdendale Road Calgary, Alberta T2C 4X9 C. Engineering: Application, Review of Technical Specifications Address Contact Info Canadian Pacific Plaza – Suite 700 120 South Sixth Street Minneapolis, Minnesota 55402 Name: Greda Lynn Title Grade Crossing Coordinator Phone: (612) 330-4532 Fax: Email: Greda_Lynn@cpr.ca D. Scheduling of Flagging: The following must be contact no less than 15 Business Days (excludes Saturday, Sunday and holidays observed by CP) prior to date on that Work is to be performed. Greda Lynn – Grade Crossing Coordinator, contact: (612) 330-4532 and email Greda_Lynn@cpr.ca. E. Utility Locates CP: CP Call-Before-You-Dig 1-866-291-0741: Must be called no less than 5 Working Days (excludes Saturday, Sunday and holidays observed by CP) prior to date on that Work is to be performed. Local: The Licensee must also contact the local Call-Before-You-Dig service The national number for utility locating is 8-1-1. In Minnesota, the utility locating service is called Gopher State One Call at 651-454- 0002 and, in addition to dialing 8-1-1, can be reached at http://www.gopherstateonecall.org/ CP does not guarantee the accuracy of the foregoing information. The License is ultimately responsible for contacting and complying with local utility locating requirements and determining the proper contacts or manner of doing so. 2. LICENSEE CONTACTS: A. Licensee Information Licensee: City of Edina Type of Entity: Municipality State of Formation: Minnesota Mailing Address: 7450 Metro Blvd Edina, Minnesota 55439 Delivery Address: (if different) Same Billing Address (if different) Telephone No. 9528260321 Web Site: B. Licensee Contact THIS IS THE INDIVIDUAL TO WHOM CP SHOULD SEND DOCUMENTS AND OTHER CORRESPONDENCE. Name: Charles Gerk Address. Write “Same” if same as above Company: Same Title: Project Engineer Same Office Number: Same Fax Number Mobile Number: Email: cgerk@edinamn.gov C Construction Contact THIS IS THE INDIVIDUAL TO WHOM CP SHOULD INTERACT IN CONNECTION WITH ANY WORK WITH THE UTILITY LINE Name: Address. Company: Title: Office Number: Fax Number: Mobile Number: Email: D. Additional Contact Optional information if needed. Contact for: Name: Address. Company: Title: Office Number: Fax Number: Mobile Number: Email: E. Emergency Contact: In the event that there is an emergency affecting the Utility Line, is there an additional contact that CP could attempt to reach? Name: Office Number: Mobile Number: Email: APPENDIX 2 Insurance Requirements 1. Insurance: Licensee shall, at its own expense, obtain and maintain during the Term and prior to entering the Property, in a form and with an insurance company satisfactory to CP, policies of: (a) Commercial General Liability (C.G.L.) insurance with a limit of not less than Two Million Dollars ($2,000,000) for any one loss or occurrence for personal injury, bodily injury, or damage to property including loss of use thereof. This policy shall by its wording or endorsement include without limitation the following: (i) Canadian Pacific Railway Company and its associated or affiliated subsidiaries (and the Directors, Officers, employees, agents and trustees of all of the foregoing) as an additional insured with respect to obligations of the Licensee in this Agreement; (ii) "cross liability" or “severability of interest” clause which shall have the effect of insuring each entity named in the policy as an insured in the same manner and to the same extent as if a separate policy had been issued to each; (iii) blanket contractual liability, including the insurable liabilities assumed by the Licensee in this Agreement; (iv) broad form products and completed operations; (v) sudden and accidental pollution liability, if applicable; (vi) shall not exclude property damage due to explosion, collapse, and underground hazards; and (vii) shall not exclude operations on or in the vicinity of the railway right of way. (b) Automobile Liability insurance covering bodily injury and property damage in an amount not less than Two Million Dollars ($2,000,000) per accident, covering the ownership, use and operation of any motor vehicles and trailers which are owned, non-owned, leased or controlled by the Licensee and used in regards to this Agreement. In the event any contractors access the Property, each contractor shall independently maintain Automobile Liability insurance covering bodily injury and property damage in an amount of not less than Two Million Dollars ($2,000,000) per accident covering the ownership, use, and operation of any motor vehicles and trailers which are owned, non-owned, leased or controlled by the contractor and/or its subcontractors and used in connection with this Agreement. During any period in that Work is to be performed on the Property and/or Utility Line, Licensee or its contractor performing the Work, shall obtain the following additional insurance: (a) Workers Compensation insurance which shall be in strict accordance with the requirements of the most current and applicable state Workers Compensation insurance laws, and Employers’ Liability insurance including Occupational Disease insurance with limits of not less than One Million Dollars ($1,000,000) each accident/each employee, and where appropriate coverage under said policies to be extended for liability under the FELA, USL&H Act, and the Jones Act. The Licensee shall, before any services are commenced under this License submit written evidence that it has obtained full Workers Compensation insurance coverage for persons whom it employs or may employ in carrying out the services under this License. CP and its associated or affiliated companies (and the Directors, Officers, employees, agents and trustees of all of the foregoing) shall be waived of any and all subrogation in the event of injury, death, losses, incidents, claims and potential claims. (b) Railroad Protective Liability insurance, in the name of CP, with a single limit (personal injury and property damage combined) of not less than Five Million Dollars ($5,000,000) per occurrence and Ten Million Dollars ($10,000,000) per aggregate. (c) Contractor's Pollution Liability insurance, including naming CP and its associated or affiliated subsidiaries (and the Directors, Officers, employees, agents and trustees of all the foregoing) as an additional insured, with a limit of not less than Two Million Dollars ($2,000,000) for any one loss or pollution event. Coverage shall include, but not be limited to, claims for bodily injury, death, damage to property including the loss of use thereof, clean-up costs and associated legal defense expenses arising from pollution conditions caused by, and/or exacerbated by, services performed by the Licensee on behalf of CP. The policy shall be endorsed to contain a blanket contractual liability endorsement. If this policy is written on a "claims-made" basis it shall remain in effect for no less than twenty-four (24) months after the expiry or termination of this Agreement. (collectively, the “Insurance Coverage”). Licensee agrees that the insurance requirements set out herein shall not limit or restrict its liabilities pursuant to this Agreement. The Insurance Coverage required to be maintained pursuant to this Agreement shall be primary and not excess of any other insurance that may be available. Unless otherwise provided above, all insurance coverage shall take place in the form of an occurrence basis policy and not a claims made policy. Licensee shall waive any and all subrogation in the event of injury, death, losses, incidents, claims and potential claims where permissible under the insurance policies required under this Insurance Section. Licensee shall provide CP with written notice and all reasonable particulars and documents related to any damages, losses, incidents, claims, and potential claims concerning this Agreement as soon as practicable after the damage, loss, incident, or claim has been discovered. Licensee is responsible for any deductible and excluded loss under any insurance policy. The deductible in any insurance policy shall not exceed such maximum amount that a reasonably prudent business person would consider reasonable. The Insurance Coverage shall be endorsed to provide CP with not less than thirty (30) days written notice in advance of cancellation. Licensee shall provide a copy of the certificate(s) of insurance evidencing the above Insurance Coverage prior to entering the Property or commencing any Work and CP may require Licensee to annually provide a copy of updated certificate(s) of insurance evidencing the renewal of the above Insurance Coverage. Such certificate(s) of insurance or notice(s) shall be sent via email to cprail@ebix.com or via fax to (770) 325-6378. Upon request, Licensee shall provide CP with certified copies of the insurance policies. CP shall have no obligation to examine such certificate(s) or to advise Licensee if its Insurance Coverage is not in compliance with this Agreement. Acceptance of any certificate(s) which are not compliant with the requirements set out herein shall in no way whatsoever imply that CP has waived its insurance requirements. CP reserves the right to maintain the Insurance Coverage in good standing at Licensee’s expense and to require Licensee to obtain additional insurance where, in CP’s reasonable opinion, the circumstances so warrant. If the Licensee fails to maintain the Insurance Coverage required in this Agreement, CP may, at its option, terminate this Agreement without notice. APPENDIX 3 Hansen RdW 56th St Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics,CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS UserCommunity DRAWING NO. 55099 JRGSTATE OF MN COATING:WALL THICKNESS:SPECIFICATIONS / GRADE: PIPE MATERIAL:CONTENTS:STORM SEWER CARRIERPIPE RCP CLASS V6"- SIZE:12" CASINGPIPE - --- -WORKING PRESSURE:GRAVITY CARRIERPIPELENGTH ON R/W:74' CASINGPIPE- DESCRIPTION OF PIPELINEPIPELINE SHOWN BOLD NOTE: CONDUIT TO BE INSTALLED BY OPEN TRENCH ³ EDINACOUNTY OF HENNEPIN CATHODIC PROTECTIONBURY: ROADWAY DITCHESBURY: NATURAL GROUND BURY: BASE/RAIL TO TOPOF CASING -3'-- VENTS: NUMBER - SIZE - HEIGHT OF VENT ABOVE GROUND - MP 18.5344.901162 -93.360895 EAST DIV. PAYNESVILLE SUBDIV.MP: 18.53 1 IN = 50 FTSCALE: DATE: 3/22/2022 EXHIBIT "A"ATTACHED TO CONTRACT BETWEENCANADIAN PACIFIC RAILWAYAND CITY OF EDINA TO: ST LOUIS PARKTO: SAVAGE38'36' Date: June 21, 2022 Agenda Item #: VI.R. To:Mayor and City Council Item Type: Report / Recommendation From:Bill Neuendorf, Economic Development Manager Item Activity: Subject:Resolution 2022-60: Authorizing Grant Agreement with Minnesota Department of Employment and Economic Development Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Resolution 2022-60 authorizing grant agreement with Minnesota Department of Employment and Economic Development (DEED) and approving the sub-recipient grant agreement with MDI France Avenue, LLC. INTRODUCTION: The City was awarded a grant related to the redevelopment of commercial property located at 7001-7025 France Avenue through a competitive selection process. T his is a pass-through grant. Grant funds will be used to reimburse the private developer for actual costs incurred. Up to $650,000 will be awarded by DEED after the eligible work has been completed and after the developer has made a matching investment. The full grant agreement prepared by MN DEED is attached. A sub-recipient grant agreement has also been prepared by the City Attorney to establish the working relationship and responsibilities of the City and developer pertaining to this grant. Staff recommends that the resolution, grant agreement and sub-recipient grant agreement be approved. ATTACHMENTS: Description Resolution 2022-60: Authorizing DEED Grant Agreement DEED Grant Agreement Sub-Grant Agreement with MDI France Ave RESOLUTION NO. 2022-60 AUTHORIZING EXECUTION OF GRANT AGREEMENT WITH MINNESOTA DEPARTMENT OF EMPLOYMENT AND ECONOMIC DEVELOPMENT WHEREAS, the City of Edina, on behalf of Mortenson Development (doing business as MDI France Avenue, LLC) has applied for and been awarded a grant under the Redevelopment Grant Program in the amount of $650,000.00 to redevelop property located at 7001-7025 France Avenue South; and WHEREAS, the site will be redeveloped in phases with a combination of new commercial and multi-family residential projects. NOW, THEREFORE BE IT RESOLVED that the Edina City Council hereby accepts Grant No. RDGP-22- 0005-o-FY22 and authorizes the Mayor and the Clerk to sign the grant agreement on its behalf. Adopted this 21st day of June 2022. Attest: _________________________ ____________________________ Sharon Allison, City Clerk James B. Hovland, Mayor STATE OF MINNESOTA ) COUNTY OF HENNEPIN ) SS CITY OF EDINA ) CERTIFICATE OF CITY CLERK I, the undersigned duly appointed and acting City Clerk for the City of Edina do hereby certify that the attached is a true and correct copy of the Resolution duly adopted by the Edina City Council at its regular meeting of June 21, 2022, and as recorded in the Minutes of said regular meeting. WITNESS, my hand and seal of said City this ______ day of________________________, 20___. _______________________________ Sharon Allison, City Clerk 1 of 8 STATE OF MINNESOTA SC #: _____________ GRANT CONTRACT AGREEMENT DEPARTMENT OF EMPLOYMENT AND ECONOMIC DEVELOPMENT BUSINESS AND COMMUNITY DEVELOPMENT DIVISION Redevelopment Grant Contract Agreement Grant No: RDGP-22-0005-o-FY22 7001 France Avenue Redevelopment Project This grant contract agreement is between the State of Minnesota, acting through the Department of Employment and Economic Development, Business and Community Development Division (State), and the City of Edina (Grantee). Recitals 1. Under Minn. Stat. § 116J.571 the State is empowered to enter into this grant. 2. The State is in need of programs to do the following: create new jobs, increase the tax base and provide other public benefits by redeveloping underused or unproductive sites. 3. The Grantee represents that it is duly qualified and agrees to perform all services described in this grant contract agreement to the satisfaction of the State. Grant Contract Agreement 1 Term of Grant Contract Agreement 1.1 Effective date: April 1, 2022, or the date the State obtains all required signatures under Minn. Stat. § 16B.98, Subd. 5, whichever is later. Per Minn. Stat. § 16B.98, Subd. 7, no payments will be made to the Grantee until this grant contract agreement is fully executed. The Grantee must not begin work under this grant contract agreement until this contract is fully executed and the Grantee has been notified by the State’s Authorized Representative to begin the work. 1.2 Expiration date: June 30, 2025, or until all obligations have been satisfactorily fulfilled, whichever occurs first. 1.3 Survival of Terms. The following clauses survive the expiration or cancellation of this grant contract agreement: 8. Liability; 9. Accounting; 10. Government Data Practices; 12. Publicity and Endorsement; 13. Governing Law, Jurisdiction, and Venue; 15. Grant Repayment; 16. Data Disclosure; 17. Reporting; 18. Conflict of Interest; and 19. Minnesota Business Subsidy Law. 2 Grantee’s Duties 2.1 Duties, Deliverables, and Completion Dates. The Grantee, who is not a state employee, will perform the following duties and provide the deliverables as outlined below. (a) Administer these grant funds in accordance with Minn. Stat. §§ 116J.571 – 575 and the application submitted on February 1, 2022 for funding for the 7001 France Avenue Redevelopment Project, which is incorporated into this grant contract agreement and the provisions of this grant contract agreement. Any modification made to the approved application must be approved by the State. 2 of 8 (b)Promptly notify the State of any proposed material change in the scope of the project as submitted in the grant application, budget as defined in Section 4.1(a) below, or entire project’s completion date, which must be approved by the State, prior to implementation. (c)Provide evidence to the State prior to the closeout of the grant that the Redevelopment activities have been completed. (d)It is expected that the site will be redeveloped as proposed in the grant application and upon which funding was based. Any material change in the development plans for the site must be presented to the State and approved. (e)Adhere to all other requirements of this grant contract agreement. 2.2 Provisions for Contracts and Sub-grants. (a) Contract Provisions. The Grantee must include in any contract and sub-grant, in addition to provisions that define a sound and complete agreement, such provisions that require contractors and sub-grantees to comply with applicable state and federal laws. Along with such provisions, the Grantee must require that contractors performing work covered by this grant be in compliance with all applicable OSHA regulations. (b) Ineligible Use of Grant Funds. The dollars awarded under this grant contract agreement are grant funds and shall only be used by Grantee or awarded by Grantee to third parties as grant funds and cannot take the form of a loan under any circumstance. Grantee shall not use, treat, or convert the grant funds into an interest bearing loan, a non-interest bearing loan, a deferred loan, a forgivable deferred loan or any other type of loan. Further, Grantee shall include in any contract or sub-grant awarding the grant funds to a third party all the provisions and requirements of this grant contract agreement, including the requirement that these dollars are grant funds only and cannot be used, treated or converted into any type of loan. (c) Job Listing Agreements. Minn. Stat. § 116L.66, subd.1, requires a business or private enterprise to list any vacant or new positions with the state workforce center if it receives $200,000 or more a year in grants from the State. If applicable, the business or private enterprise shall list any job vacancy in its personnel complement with MinnesotaWorks.net at www.minnesotaworks.net as soon as it occurs. (d) Payment of Contractors and Subcontractors. The Grantee must ensure that all contractors and subcontractors performing work covered by this grant are paid for their work that is satisfactorily completed. 3 Time The Grantee must comply with all the time requirements described in this grant contract agreement. In the performance of this grant, time is of the essence. 4 Consideration and Payment 4.1 Consideration. State will pay the Grantee under this grant contract agreement as follows: 3 of 8 (a) Redevelopment Costs. The following table represents the total Redevelopment Costs. Activities Amount Abatement and Site Demolition $800,000.00 Public Utilities (water, sanitary sewer, and stormwater management) $600,000.00 TOTAL $1,400,000.00 (b) Total Obligation. The total obligation of the State for all compensation and reimbursements to the Grantee under this grant contract agreement will not exceed $650,000.00. In accordance with Minn. Stat. § 116J.575, subd. 1, the grant may pay for up to 50 percent of the eligible costs for a qualifying site. This requires a local match of at least 50 percent. For the purpose of this project, based on the budget above, the local match portion is at least $750,000.00 which may come from any other money available to the municipality. 4.2. Payment (a) Invoices. The State will disburse funds to the Grantee pursuant to this Contract, based upon payment requests submitted by the Grantee and reviewed and approved by the State. Payment requests must be accompanied by supporting invoices that relate to the activities in the approved budget. The amount of grant funds requested by the Grantee cannot exceed fifty percent (50%) of the total approved Redevelopment costs incurred by the Grantee as supported by invoices. The State will provide payment request forms. Every effort should be made to submit invoices within the same fiscal year the costs were incurred. In order to ensure that all funds are drawn prior to the expiration date of the grant, all payment requests must be received at least 30 days prior to the grant-term expiration date. (b) Eligible Costs. Eligible costs include the costs identified in the Section 4.1(a) of this Contract. The Grantee may not use these funds to provide loans to other entities or for administrative costs associated with managing the project this grant is funding. (c) Travel Expenses. Reimbursement for travel and subsistence expenses actually and necessarily incurred by the Grantee as a result of this grant contract agreement are considered administrative in nature and not permitted. This does not include costs for contractors to complete the activities listed in Section 4.1(a), which may be considered eligible at the discretion of the State. (d) Program Income. Program income generated from grant-funded activities on hand at the end of the grant period must be returned to the State unless the State has approved a re-use of the income. 4.3 Contracting and Bidding Requirements. Grantees that are municipalities must comply with Minn. Stat. § 471.345 if they are contracting funds from this grant contract agreement for any supplies, materials, equipment or the rental thereof, or the construction, alteration, repair or maintenance of real or personal property. The Grantee must not contract with vendors who are suspended or debarred in Minnesota: http://www.mmd.admin.state.mn.us/debarredreport.asp 5 Conditions of Payment All services provided by the Grantee under this grant contract agreement must be performed to the State’s satisfaction, as determined at the sole discretion of the State’s Authorized Representative and in accordance with all applicable federal, state, and local laws, ordinances, rules, and regulations. The Grantee will not receive payment for work found by the State to be unsatisfactory or performed in violation of federal, state, or local law. 4 of 8 6 Authorized Representative The State’s Authorized Representative is Erin Welle, DEED, First National Bank Building, 332 Minnesota Street, St. Paul, MN 55101, 651-259-7453, erin.welle@state.mn.us, or his/her successor, and has the responsibility to monitor the Grantee’s performance and the authority to accept the services provided under this grant contract agreement. If the services are satisfactory, the State's Authorized Representative will certify acceptance on each invoice submitted for payment. The Grantee’s Authorized Representative is Bill Neuendorf, City of Edina, 4801 West 50th Street, Edina, MN 55424, 952-826-0407, bneuendorf@edinamn.gov. If the Grantee’s Authorized Representative changes at any time during this grant contract agreement, the Grantee must immediately notify the State. 7 Assignment, Amendments, Waiver, and Grant Contract Agreement Complete 7.1 Assignment. The Grantee shall neither assign nor transfer any rights or obligations under this grant contract agreement without the prior written consent of the State, approved by the same parties who executed and approved this grant contract agreement, or their successors in office. 7.2 Amendments and Adjustments. (a) Amendments. Any amendments to this grant contract agreement, with the exception of Grant Adjustment Notices (GANs), must be in writing and will not be effective until it has been executed and approved by the same parties who executed and approved the original grant contract agreement, or their successors in office. (b) Grant Adjustment Notices (GANs). GANs must be approved by the State in writing, and require a written change request by the Grantee. A GAN may be used for the purposes of transferring budget amounts between line items that do not change the awarded value, or other grant status activity. All other changes require a formal amendment as stated in paragraph 7.2(a). 7.3 Waiver. If the State fails to enforce any provision of this grant contract agreement, that failure does not waive the provision or the State’s right to enforce it. 7.4 Grant Contract Complete. This grant contract agreement contains all negotiations and agreements between the State and the Grantee. No other understanding regarding this grant contract agreement, whether written or oral, may be used to bind either party. 8 Liability Subject to the provisions and limitations of Minn. Stat. § 466, the Grantee must indemnify, save, and hold the State, its agents, and employees harmless from any claims or causes of action, including attorney’s fees incurred by the State, arising from the performance of this grant contract agreement by the Grantee or the Grantee’s agents or employees. This clause will not be construed to bar any legal remedies the Grantee may have for the State’s failure to fulfill its obligations under this grant contract agreement. 9 Accounting Under Minn. Stat. § 16B.98, subd. 8, the Grantee’s books, records, documents, and accounting procedures and practices of the Grantee or other party relevant to this grant contract agreement or transaction are subject to examination by the State and/or the State Auditor or Legislative Auditor, as appropriate, for a minimum of six years from the end of this grant contract agreement, receipt and approval of all final reports, or the required period of time to satisfy all state and program retention requirements, whichever is later. 5 of 8 The Grantee shall maintain adequate financial records consistent with generally accepted accounting principles. The Grantee shall submit accounting system records that track the use of grant proceeds and all matching funds by eligible Redevelopment Costs for each year in which grant disbursement and expenditures were made. The records shall reflect both expenditures and revenues and shall be submitted after all grant proceeds and matching funds have been expended or at the State’s request. 10 Government Data Practices and Intellectual Property 10.1 Government Data Practices The Grantee and State must comply with the Minnesota Government Data Practices Act, Minn. Stat. Ch. 13, as it applies to all data provided by the State under this grant contract agreement, and as it applies to all data created, collected, received, stored, used, maintained, or disseminated by the Grantee under this grant contract agreement. The civil remedies of Minn. Stat. § 13.08 apply to the release of the data referred to in this clause by either the Grantee or the State. If the Grantee receives a request to release the data referred to in this Clause, the Grantee must immediately notify the State. The State will give the Grantee instructions concerning the release of the data to the requesting party before the data is released. The Grantee’s response to the request shall comply with applicable law. 10.2 Intellectual Property Representations. The Grantee represents and warrants that Grantee’s intellectual property used in the performance of this Contract does not and will not infringe upon any intellectual property rights of other persons or entities. Notwithstanding Clause 8, the Grantee will indemnify; defend, to the extent permitted by the Attorney General; and hold harmless the State, at the Grantee’s expense, from any action or claim brought against the State to the extent that it is based on a claim that all or part of Grantee’s intellectual property used in the performance of this Contract infringe upon the intellectual property rights of others. The Grantee will be responsible for payment of any and all such claims, demands, obligations, liabilities, costs, and damages, including but not limited to, attorney fees. If such a claim or action arises, or in the Grantee’s or the State’s opinion is likely to arise, the Grantee must, at the State’s discretion, either procure for the State the right or license to use the intellectual property rights at issue or replace or modify the allegedly infringing intellectual property as necessary and appropriate to obviate the infringement claim. This remedy of the State will be in addition to and not exclusive of other remedies provided by law. 11 Workers’ Compensation The Grantee certifies that it is in compliance with Minn. Stat. § 176.181, subd. 2, pertaining to workers’ compensation insurance coverage. The Grantee’s employees and agents will not be considered State employees. Any claims that may arise under the Minnesota Workers’ Compensation Act on behalf of these employees and any claims made by any third party as a consequence of any act or omission on the part of these employees are in no way the State’s obligation or responsibility. 12 Publicity and Endorsement 12.1 Publicity. Any publicity regarding the subject matter of this grant contract agreement must identify the State as the sponsoring agency. For purposes of this provision, publicity includes notices, informational pamphlets, press releases, research, reports, signs, and similar public notices prepared by or for the Grantee individually or jointly with others, or any subcontractors, with respect to the program, publications, or services provided resulting from this grant contract agreement. For DEED logos and formatting, please contact Laura Winge at 651-259-7173 or laura.winge@state.mn.us. 12.2 Endorsement. The Grantee must not claim that the State endorses its products or services. 6 of 8 13 Governing Law, Jurisdiction, and Venue Minnesota law, without regard to its choice-of-law provisions, governs this grant contract agreement. Venue for all legal proceedings out of this grant contract agreement, or its breach, must be in the appropriate state or federal court with competent jurisdiction in Ramsey County, Minnesota. 14 Termination 14.1 Termination by the State. The State may immediately terminate this grant contract agreement with or without cause, upon 30 days’ written notice to the Grantee. Upon termination, the Grantee will be entitled to payment, determined on a pro rata basis, for services satisfactorily performed. 14.2 Termination for Cause. The State may immediately terminate this grant contract agreement if the State finds that there has been a failure to comply with the provisions of this grant contract agreement, that reasonable progress has not been made or that the purposes for which the funds were granted have not been or will not be fulfilled. To validate that reasonable progress has been made, a Payment Request, as outlined in Section 4.2 must be submitted to the State before June 30, 2023, or the State’s obligation to fund the Grant may be terminated. Invoices must be for eligible costs incurred after the grant contract agreement is fully executed. The State may take action to protect the interests of the State of Minnesota, including the refusal to disburse additional funds and requiring the return of all or part of the funds already disbursed. 14.3 Termination for Insufficient Funding. The State may immediately terminate this grant contract agreement if: (a)It does not obtain funding from the Minnesota Legislature; or, (b)If funding cannot be continued at a level sufficient to allow for the payment of the services covered here. Termination must be by written or fax notice to the Grantee. The State is not obligated to pay for any services that are provided after notice and effective date of termination. However, the Grantee will be entitled to payment, determined on a pro rata basis, for services satisfactorily performed to the extent that funds are available. The State will not be assessed any penalty if the contract is terminated because of the decision of the Minnesota Legislature, or other funding source, not to appropriate funds. The State must provide the Grantee notice of the lack of funding within a reasonable time of the State’s receiving that notice. 15 Grant Repayment If a project fails to substantially provide the public benefits listed in the grant application within five years from the date of the grant award, the commissioner may require that 100 percent of the grant amount be repaid by the development authority over a term not to exceed ten years. The commissioner may exercise discretion to require repayment of only a portion of the grant amount taking into account the public benefits generated by the completed development. 16 Data Disclosure Under Minn. Stat. § 270C.65, subd. 3, and other applicable law, the Grantee consents to disclosure of its social security number, federal employer tax identification number, and/or Minnesota tax identification number, already provided to the State, to federal and state tax agencies and state personnel involved in the payment of state obligations. These identification numbers may be used in the enforcement of federal and state tax laws which could result in action requiring the Grantee to file state tax returns and pay delinquent state tax liabilities, if any. 7 of 8 Other Provisions 17 Reporting Grantee must submit to the State annual reports on the use of funds and the progress of the Project covering July 1st through June 30th of each year. The reports must be received by the State no later than July 25th of each year. The reports must identify specific Project goals listed in the application and quantitatively and qualitatively measure the progress of such goals. Grant payments shall not be made on grants, or subsequent grant awards made to the grantee, with past due progress reports. In addition, the Grantee shall submit a final report. The State will provide reporting forms. 18 Conflict of Interest The State will take steps to prevent individual and organizational conflicts of interest in reference to Grantees per Minn. Stat. § 16B.98 and Department of Administration, Office of Grants Management, Policy Number 08-01 Conflict of Interest Policy for State Grant-Making. When a conflict of interest concerning State grant-making is suspected, disclosed, or discovered, transparency shall be the guiding principle in addressing it. In cases where a potential or actual individual or organizational conflict of interest is suspected, disclosed, or discovered by the Grantee throughout the life of the grant contract agreement, they must immediately notify the State for appropriate action steps to be taken, as defined above. 19 Minnesota Business Subsidy Law The Grantee must comply, if appropriate, with the Minnesota Business Subsidy Law, Minn. Stat. §§ 116J.993 – 116J.995. (The rest of this page is left intentionally blank) 8 of 8 1. STATE ENCUMBRANCE VERIFICATION 3. STATE AGENCY Individual certifies that funds have been encumbered as required by Minn. Stat. 16A.15.By: _______________________________________________ (with delegated authority) Signed: _____________________________________________ Title: Deputy Commissioner Date: _______________________________________________ Date: ______________________________________________ SWIFT Contract/PO No(s).____________________________ 2. GRANTEE The Grantee certifies that the appropriate person(s) have executed the grant contract agreement on behalf of the Grantee as required by applicable articles, bylaws, resolutions, or ordinances. By: ________________________________________________ Title: Mayor Date: _______________________________________________ By: ________________________________________________ Title: Clerk Date: _______________________________________________ Grantee: City of Edina Grant Name: 7001 France Avenue Redevelopment Grant Number: RDGP-22-0005-o-FY22 Distribution: Agency Grantee State’s Authorized Representative - Photo Copy 3532 Ka Vue Digitally signed by Ka Vue Date: 2022.04.20 11:04:59 -05'00' 1 221694v1 DEPARTMENT OF EMPLOYMENT AND ECONOMIC DEVELOPMENT BUSINESS AND COMMUNITY DEVELOPMENT DIVISION REDEVELOPMENT GRANT SUB-GRANT AGREEMENT This Sub-Grant Agreement (the “Agreement”) is entered into on this ______ day of ___________, 2022, by and between the CITY OF EDINA, a Minnesota municipal corporation (hereinafter referred to as the “Sub-Grantor”) and MDI FRANCE AVENUE, LLC, a Minnesota limited liability company (hereinafter referred to as the “Sub-Grantee”). RECITALS WHEREAS, the State of Minnesota, acting through the Department of Employment and Economic Development, Business and Community Development Division (hereinafter referred to as the “Grantor”) and the Sub-Grantor have entered into a Redevelopment Grant Contract, Grant No. RDGP-22-0005-o-FY22 for the 7001 France Avenue Redevelopment Project hereinafter “Grant Agreement”); and WHEREAS, the Sub-Grantee is the fee owner of a site in Edina, Minnesota with the mailing address of 7001 France Avenue South in Edina, Minnesota (hereinafter referred to as “Project Location”); and WHEREAS, the Sub-Grantor and Sub-Grantee are entering into this Sub-Grant Agreement to fund part of the cost of redevelopment. NOW, THEREFORE, in consideration of the mutual promises and covenants herein, Sub-Grantor and Sub-Grantee do hereby agree as follows: 1. GRANT AGREEMENT. The Grant Agreement is incorporated herein by reference. If there are any inconsistencies or conflicts between this Sub-Grant Agreement and the Grant Agreement, the terms of the Grant Agreement shall control. 2. SUB-GRANT. The Sub-Grantor grants to the Sub-Grantee an amount not to exceed Six Hundred and Fifty Thousand and 00/100 dollars ($650,000.00) for redevelopment costs for abatement and site demolition, as well as public utilities including water, sanitary sewer, and stormwater management. 3. PAYMENT. The Sub-Grantor will disburse grant funds in response to written payment requests submitted by the Sub-Grantee and reviewed and approved by the Sub-Grantor’s authorized agent. Sub-Grantor’s obligation to disburse funds to the Sub-Grantee is contingent upon receipt by the Sub-Grantor of the funds from the Grantor. Written payment requests shall be made using payment request forms, the form and content of which will be determined by the Sub-Grantor. Payment request and other reporting forms will be provided to the Sub-Grantee by the Sub-Grantor. The Sub-Grantor will disburse grant funds on a reimbursement basis or a “cost incurred” basis. The Sub-Grantee must provide with its written payment requests documentation that shows grant-funded 2 221694v1 Project activities have actually been completed. Subject to verification of each payment request form (and its documentation) and approval for consistency with this Sub-Grant Agreement, the Sub- Grantor will disburse a requested amount to the Sub-Grantee within thirty-five (35) days after receipt of a properly completed and verified payment request form. 4. MISCELLANEOUS. a. Authorized Representatives. The Sub-Grantor’s Authorized Representative is: Bill Neuendorf Economic Development Manager City of Edina 4801 West 50th Street Edina, Minnesota 55424-1330 The Sub-Grantee’s Authorized Representative is: Attn: Robert Solfelt MDI France Avenue, LLC 700 Meadow Lane North Minneapolis, MN 55422 b. Assignment. Sub-Grantee may neither assign nor transfer any rights or obligations under this Sub-Grant Agreement without the prior consent of the Sub-Grantor and a fully executed Assignment Agreement, executed and approved by the same parties who executed and approved this Sub-Grant Agreement, or their successors in office. c. Amendments. Any amendment to this Sub-Grant Agreement must be in writing and will not be effective until it has been executed and approved by the same parties who executed and approved the original Agreement, or their successors in office. d. Waiver. If the Sub-Grantor fails to enforce any provision of this Sub-Grant Agreement, that failure does not result in a waiver of the right to enforce the same or another provision of the Agreement in the future. e. Liability and Indemnification. Sub-Grantee will indemnify, save, and hold the Sub-Grantor, its agents, and employees, harmless from any claims or causes of action, including attorney’s fees incurred by the Sub-Grantor arising from the performance of this Sub-Grant Agreement by Sub-Grantee or Sub-Grantee’s agents or employees. This clause will not be construed to bar any legal remedies Sub-Grantee may have for the Sub-Grantor’s failure to fulfill its obligations under this Agreement. Sub-Grantee shall maintain such books and records as will satisfactorily demonstrate to Federal, State, Grantor’s and Sub-Grantor’s Auditors that Sub-Grantee has used the grant funds in accordance with the Grant Agreement and this Sub-Grant Agreement. 3 221694v1 f. State Audits. Under Minn. Stat. § 16C.05, subd. 5, Sub-Grantee’s books, records, documents, and accounting procedures and practices relevant to this Agreement are subject to examination by the State and/or the State Auditor or Legislative Auditor, as appropriate, for a minimum of six (6) years from the end of this Sub-Grant Agreement. g. Government Data Practices. Sub-Grantee and Sub-Grantor must comply with the Minnesota Government Data Practices Act, Minn. Stat. Ch. 13, as it applies to all data provided by Sub-Grantee under this Agreement, and as it applies to all data created, collected, received, stored, used, maintained, or disseminated by Sub-Grantee under this Agreement. The civil remedies of Minn. Stat. § 13.08 apply to the release of the data referred to in this clause by either Sub-Grantee or the Sub-Grantor. If Sub- Grantee receives a request to release the data referred to in this clause, Sub-Grantee must immediately notify the Sub-Grantor. The Sub-Grantor will give Sub-Grantee instructions concerning the release of the data to the requesting party before the data is released. h. Governing Law, Jurisdiction, and Venue. Minnesota law, without regard to its choice-of-law provisions, governs this Sub-Grant Agreement. Venue for all legal proceedings out of this Sub-Grant Agreement, or its breach, must be in the appropriate state or federal court with competent jurisdiction in Hennepin County, Minnesota. i. Termination for Insufficient Funding. The Sub-Grantor may immediately terminate this Sub-Grant Agreement if it does not obtain funding from the Grantor or if funding cannot be continued at a level sufficient to allow for the payment of the redevelopment costs. Termination must be by written or fax notice to Sub-Grantee. The Sub-Grantor is not obligated to pay for any costs incurred after notice and effective date of termination. However, Sub-Grantee will be entitled to payment, determined on a pro rata basis, for costs incurred up to the date of termination to the extent that funds are available. j. Compliance With Grant Agreement. The Sub-Grantee shall be fully responsible for ensuring compliance with the terms of this Sub-Grant Agreement. To the extent practicable, Sub-Grantee shall also cooperate with and assist Sub-Grantor in ensuring compliance with the Grant Agreement. This may include, but is not limited to, timely preparation of payment requests and follow up documentation necessary to secure payment and preparation of annual reports as required by the Grant Agreement. If Sub- Grantee fails to comply with the terms of the grant resulting in the project’s failure to substantially provide the public benefits listed in the grant application, then without regard to fault, the burden of potential repayment will fall on the Sub-Grantee. [Signature page follows] 4 221694v1 Dated: , 2022. CITY OF EDINA BY: James Hovland, Its Mayor AND Scott Neal, Its City Manager Dated: , 2022. MDI FRANCE AVENUE, LLC A Minnesota Limited Liability Company BY: Robert Solfelt, its Authorized Signatory June 15 Date: June 21, 2022 Agenda Item #: VI.S. To:Mayor and City Council Item Type: Report / Recommendation From:Kelly Curtin, Human Resources Director Item Activity: Subject:Approve 2022-2023 City Insurance Renewals Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve renewal of City's insurance coverage and payment for 2022-2023 policy. INTRODUCTION: Staff has worked with our insurance broker and League of Minnesota Cities Insurance Trust (LMCIT) to analyze cost and options. Staff recommends renewal of the City's 2022-2023 insurance policies through LMCIT with the following options: 1. Workers' Compensation renewal with $50,000 deductible premium option (same coverage and deductible as last year) 2. Property/Liability Insurance with the $75,000 deductible option (same coverage and deductible as last year). See attached Staff Report and Renewal P remium Summary for 2022-2023. ATTACHMENTS: Description Staff Report: Approve 2022-2023 City Insurance Renewals Renewal Premium Summary June 21, 2022 Mayor and City Council Kelly Curtin, Human Resources Director Approve 2022-2023 City Insurance Renewals Information / Background: Edina is a member of the League of Minnesota Cities Insurance Trust (LMCIT). LMCIT is a cooperative joint-powers organization and member premiums contribute to a jointly owned fund. The money in the fund is then used to pay members’ claims, losses, and expenses. Because LMCIT's purpose is to meet cities’ coverage and risk management needs, and not to make a profit, income not needed for operations or reserves is returned to member cities in the form of a dividend. Edina became a member of LMCIT in 2014, and received the following annual dividends : Year Dividend Received 2015 $9,311 2016 $22,097 2017 $8,181 2018 $5,245 2019 $5,763 2020 $14,321 2021 $43,446 STAFF REPORT Page 2 2022 Workers’ Compensation Renewal The 2022-2023 estimated total premium for workers’ compensation is $1,019,466 compared to last year’s premium of $688,495, an increase of $330,971. The increase is due in part to a significant increase in public safety PTSD cases, which account for a substantial portion of the League’s claims payments this past year. However, the City’s experience modification rating remains excellent at 0.71. Public safety workers’ comp rate increases, along with large increases in public safety payrolls, exasperated the effect on premiums. Deductible: For each claim submitted, the City pays the full medical costs of the claim up to the per occurrence deductible. Deductible Limits Current Deductible Limits: $50,000 medical costs per occurrence. Recommended Deductible Limits: No Change; $50,000 per occurrence. Since the change in statute which allowed for PTSD to be a compensable claim in 2013, there has been a surge in PTSD-related claims to the pool as a whole (not specifically Edina). Currently, PTSD claims account for over 30% of all workers’ compensation claims dollars paid by the League. As such, all members of the League have experienced a 4.5% rate increase on workers’ compensation overall, and police officer rates have increased 35%. 2022 Property/Casualty Renewal Aggregate Deductible: The maximum the City is required to pay in total claims for the policy year. Once the City has reached the aggregate deductible limit, the City would pay $1,000 per occurrence thereafter. To stay with the same coverages and deductibles, our total premiums would be $713,755, a decrease of $18,561 over last year’s premium of $732,316. The decrease is primarily attributed to the following: The primary drivers of this year’s rate decrease is the City’s improving liability experience modification factor. Very few Property claims improved the City’s property rates. Auto – Now in the 3rd year of the League’s new formula that looks at three years’ worth of auto claim frequency and premium data, excluding the most recent year. Only those claims that have a total net loss of greater than $1,000 are used in the calculation for experience rating. The City’s experience this year benefitted (21.74%) from this rating change, as the decrease helped to offset the increased Workers Comp premiums. Covered Party: Effective Date: Deductible Premium $75,000/150,000/1,000 $235,752. 75,000/150,000/1,000 15,347. 75,000/150,000/1,000 337,953. 75,000/150,000/1,000 23,242. 75,000/150,000/1,000 Included. ● Basic Economic Loss Benefits (PIP) all owned autos 75,000/150,000/1,000 Included. 75,000/150,000/1,000 29,719. 1,000.Included. NA.Included. NA.Included. 0.9 1.261 Aggregate Factor Modifier:1.473 Deductible Premium $75,000/150,000/1,000 2,205. 75,000.14,709. $NA.3,341. $NA.14,973. 11,034. $75,000/150,000/1,000 18,109. 1,000.7,371. TOTAL:$713,755. $500,000/$1,500,000 ● Crime ● Petrofund ● Defense Cost Reimbursement Auto Experience Mod: Municipal Liability Experience Mod: ● Property ● Mobile Property ● Municipal Liability ● Automobile Liability ● UM/UIM $200,000 all owned autos ● Automobile Physical Damage RENEWAL PREMIUM SUMMARY Common Coverages Coverage May 18, 2022 Marsh & Mclennan Agency City of Edina 7/1/2022 DO NOT PAY UNTIL YOU RECEIVE INVOICES TORT LIMIT: ● FAC Reinsurance ● No Fault Sewer Back Up Limit:40,000. ● First Party Cyber 500,000 ● Equipment Breakdown ● Excess Liability Limit:1,000,000. ● Liquor Liability Limit:1,000,000. The modifiers are calculated with a formula which compares the city’s actual loss history with the amount of losses that would be expected for a city of that size if the city were a perfectly average LMCIT member. If the city’s losses and expenses are better than average the city receives a premium credit. If the city’s losses and expenses are worse than average, the city receives a premium debit. Optional Coverages Coverage ● Bond 1,000,000. PREMSUMXM(11/11) Approximate Premium $3,715. Sincerely, Underwriter Quote: 500,000 Crime 1,000 Optional Coverage Quotes Coverage Deductible Optional coverage(s) are not bound unless the covered party has requested that coverage be bound and LMCIT has sent a written confirmation. Optional coverage quotes are valid for 30 days after the date of this letter. PREMSUMXM(11/11) Date: June 21, 2022 Agenda Item #: VI.T. To:Mayor and City Council Item Type: Report / Recommendation From:Kelly Curtin, Human Resources Director Item Activity: Subject:Liability Coverage Statutory Limits Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Motion refusing to waive municipal tort liability limits. INTRODUCTION: Cities that purchase municipal liability coverage from the League of Minnesota Cities Insurance Trust (LMCIT) must decide each year whether they are willing to waive the monetary limits on tort liability that are offered to cities under Minnesota Statutes 466.04. If a city refuses to waive the liability limit, the maximum monetary damages a claimant can recover is generally no more than $500,000 on any claim to which the statutory tort limits apply. In addition, the total all claimants would be able to recover for a single occurrence to which the statutory tort limits apply would be limited to $1,500,000. If a city decides to waive its liability limit, a single claimant could recover up to $2,000,000 for a single occurrence. The total all claimants would be able to recover for a single occurrence would also be limited to $2,000,000. If the City chose to waive the limits, it would need to pay additional premiums and would have greater exposure for future claims. Because the City of Edina purchases its municipal liability coverage from the LMCIT, the City Council must take action on this matter. Staff is not authorized under statute to make this decision. Only a City Council can decide to waive the city’s statutory tort limits. Staff recommends the Council refuse to waive the municipal tort liability limits, as we have in the past. Date: June 21, 2022 Agenda Item #: VI.U. To:Mayor and City Council Item Type: Report / Recommendation From:Sharon Allison, City Clerk Item Activity: Subject:Resolution No. 2022-54: Appointing Election Judges for the August 9 Primary Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Resolution No. 2022-54 appointing election judges for the Primary Election on Tuesday, August 9. INTRODUCTION: For the first time in many years, of the 146 election judges, there are nearly an equal amount of Democratic and Republican election judges. Other election judges are from Legal Marijuana Now or, are non-affiliated, plus 10 juniors and seniors from Edina High. ATTACHMENTS: Description Resolution No. 2022-54: Appointing Election Judges for the August 9 Primary Exhibit A: List of Election Judges RESOLUTION NO 2022-54 APPOINTING PRIMARY ELECTION JUDGES FOR THE AUGUST 9, 2022, PRIMARY WHEREAS, Minnesota Election Law 204B.21 requires that persons serving as election judges be appointed by the Council at least 25 days before the election. BE IT RESOLVED by the Edina City Council that the individuals named on Exhibit A, and on file in the office of the City Clerk be appointed as the City of Edina Primary Election Judges for the August 9, 2022, Primary Election; and BE IT FURTHER RESOLVED the Edina City Council also establishes an Absentee Ballot Board as authorized under Minn. Stat. 203B.121; and BE IT FURTHER RESOLVED that the Edina City Clerk is with this, authorized to make any substitutions or additions as deemed necessary. Passed and adopted by the Edina City Council this 21st day of June 2022. Attest Sharon Allison, City Clerk James B. Hovland, Mayor STATE OF MINNESOTA ) COUNTY OF HENNEPIN ) SS CITY OF EDINA ) CERTIFICATE OF CITY CLERK I, the undersigned duly appointed and acting City Clerk for the City of Edina do hereby certify that the attached and foregoing Resolution is a true and correct copy of the Resolution duly adopted by the Edina City Council at its regular meeting of June 21, 2022 and as recorded in the Minutes of said regular meeting. WITNESS, my hand and seal of said City this ______ day of ______________, 20_______. _______________________________ Sharon Allison, City Clerk Exhibit A State Primary Election Election Judges David Alkire Kristin Anderson Valerie Anderson Angela Balouch Nabila Barqab Barry Becklin Kathleen Bedor Margaret Bell Harvey Berg Thomas Bodin Janice Bolin Katherine Bradbury David Briscoe Kim Budish Paula Budish Erin Buss Sheryl Cain Raja Chinnakotla Peter Choukalas Susan Clark Jennifer Collins Deidre Corniea Jack Cracraft Marian Cracraft Deborah Croker Molly Cronin Robert Cummins Jerika Dalton Gloria DeBerg Amy Demarest Claire Dempsey John DeVoe Stephen Dieringer Wendy Donovan Jan Doudiet Jim Doudiet Jennifer Doval Marilyn Doyle Philip Dugan Cynthia Edwards Carmelle Eickhoff Lisa Farnam Catherine Fenlason Paul Fink Daniel Finn Kathryn Fredell Rebecca Frederick Michelle Freese Kelly Fries Devorah Goldstein Joe Gorecki Katherine Graf Brian Hansen Karen Hartwig Lisa Hatzung Kamille Hawkinson Joy Hazucha Melissa Hermes Eileen Hokkanen Sonja Holtey Susan Housh Lynn Hovde Eliot Howard Karen Huffman Jennifer Huwe Madeleine Isaacson Grant Johnson Rita Johnson Mary Kachan Susan Keator Debbie Keeler Louise Kellams Linda King Maggie Knack Andrea Knoll Judith Krzyzek Dan Lew Reynold Lindquist Ulrica Loichle Cynthia Loveland Sanxiu (Sissi) Lu Susan Lundgren James Mac Donald Linda Maetzold Catherine Mahowald Lori Manning Winnie Martin Michael Martiny Mary McDonald Patrick McDougle Kim McIlwain Jeffrey Merriam Gary Meyer Jon Moon Laura Nelson Brian Nerheim Nanette Nys Joan Obrien Jason Odegaard Leslie Olsen Karl Olson Norman Owens Brigitte Parenteau Sarah Patzloff Tracy Pepper Anita Peske Allyson Price Nancy Reed Eric Rehm Gil Robles Judith Rodgers Rebecca Rorke Carol Rothe Sabrina Rubenstein Kathryn Sandahl Laura Schleck Erica Schmiel Marty Sedoff Rakiya Sheikhosman Elaine (Lonni) Skrentner Mary Skube Del Smith Margaret Smith Ruth Smith David Smythe Mary Stanton Mara Stelzer Andrea Tiggas Donna Tilsner Louann Waddick Michelle Wagener Mary Watson Stefani Weber Carolyn Wenger Wayne Wenger Thomas Wentz Cristina Werling Laura Westlund Ardis Wexler Ronn Williamson Jane Wilson Catherine Wolf Mary Yee Janet Zahorsky Sydney Ziemniak Barry Zilka Date: June 21, 2022 Agenda Item #: VI.V. To:Mayor and City Council Item Type: Report / Recommendation From:Sharon Allison, City Clerk Item Activity: Subject:Ordinance No. 2022-04: Amending Chapter 4 Alcoholic Beverages Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Ordinance No. 2022-04 amending Chapter 4 Alcoholic Beverages and grant first reading. INTRODUCTION: The 2022 Minnesota Legislative Session resulted in the passage of a new law, MN Statute 340A.29 that created a new class of off-sale license for small brewers with production up to 7,500 barrels of beer annually and allows the off-sale of malt beverages up to 128 ounces, per customer, per day. Wooden Hill Brewing Company is a small brewer and has applied for a license. As the issuing authority, it is necessary for the City Council to amend Chapter 4 Alcoholic Beverages to issue the license. Staff recommends of Ordinance No. 2022-04. ATTACHMENTS: Description Ordinance No. 2022-04: Amending Chapter 4 Alcoholic Beverages ORDINANCE NO. 2022-04 AN ORDINANCE AMENDING CHAPTER 4, SECTION 4-4 OF THE EDINA CITY CODE CONCERNING ALCOHOLIC BEVERAGES THE CITY COUNCIL OF EDINA, MINNESOTA ORDAINS: Section 1. Chapter 4, Section 4-4 of the Edina City Code is hereby amended to read as follows: Sec. 4-4. Types of Licenses. (a) On-sale liquor license. On-sale liquor licenses shall be issued only to those establishments allowed under Minn. Stats. § 340A.404, subd. 1. On-sale liquor licenses shall permit the sale of intoxicating liquor for consumption on the premises only. (b) Special club licenses. Special on-sale licenses shall be issued only to clubs in accordance with the provisions of Minn. Stats. § 340A.404, subd. 1. (c) On-sale Sunday liquor sale license. On-sale Sunday liquor sale licenses may be issued to establishments holding an on-sale liquor license hereunder. (d) On-sale wine license. On-sale wine licenses may be issued for the sale of wine for consumption on the licensed premises only. An on-sale wine license may be issued only to a restaurant. The holder of an on-sale wine license who is also licensed to sell 3.2 percent malt liquors at on-sale is authorized to sell intoxicating malt liquors at on-sale without an additional license. (e) On-sale 3.2 percent malt liquor license. On-sale 3.2 percent malt liquor licenses shall be granted only to bona fide clubs, beer stores, restaurants and hotels where food is prepared and served for consumption on the premises. On-sale 3.2 percent liquor licenses shall permit the sale of beer for consumption on the premises only. (f) Off-sale 3.2 percent malt liquor license. Off-sale 3.2 percent malt liquor licenses shall permit the sale of beer at retail, in the original package, for consumption off the premises only. (g) Cocktail room license. Cocktail room licenses shall be issued only in accordance with Minn. Stats. § 340A.22, subd. 2. (h) Brew pub license. Brew pub licenses shall be issued only in accordance with Minn. Stats. § 340A.24. (i) Brewer taproom license. Brewer taproom licenses shall be issued only in accordance with Minn. Stats. § 340A.26. (j) Temporary on-sale 3.2 percent malt liquor license. The city council may issue a temporary on-sale license for the sale of 3.2 percent malt liquor to a club, charitable, religious or nonprofit organization. The temporary license shall be subject to such terms and conditions as the council shall subscribe. Except where specifically excluded, applicants for temporary licenses shall be subject to the provisions of this chapter. (k) Temporary on-sale liquor licenses. The city council may issue to: (1) a club or charitable religious or other nonprofit organization in existence for at least three years, (2) a political committee registered under Minn. Stats. § 10A.14 or (3) a state university, a temporary license for the on-sale of intoxicating liquor in connection with a social event within the municipality sponsored by the licensee. The license may authorize the on-sale of intoxicating liquor for not more than four consecutive days, and may authorize on-sales on premises other than premises the licensee owns or permanently occupies. The license may provide that the licensee may contract for intoxicating liquor catering services with the holder of a full year on-sale liquor license issued by the city. The licenses are subject to the terms, including license fee, imposed by the city. The licenses issued under this section are subject to all laws and ordinances governing the sale of intoxicating liquor except Minn. Stats. §§ 340A.409 and 340A.504, subd. 3(d), and the laws and ordinances which by their nature are not applicable. Temporary licenses must first be approved by the Minnesota Commissioner of Public Safety before they become valid. No more than three, four-day, four, three-day, or six, two-day temporary licenses, in any combination not to exceed 12 days per year, may be issued for the sale of alcoholic beverages to any one organization or registered political committee, or for any one location, within a 12-month period. Not more than one temporary license may be issued to any one organization or registered political committee, or for any one location, within any 30-day period. (l) Small Brewer Off-Sale Malt Liquor Licenses. Brewer off-sale malt liquor licenses may also be issued, with approval of the commissioner, to a holder of a brewer’s license under Minn. Stat. § 340A.301, subd. 6(c), (i) or (j) and meeting the criteria established by Minn. Stat. § 340A.29 as may be amended from time to time. The amount of malt liquor sold at off-sale under this license may not exceed 128 ounces per customer per day. Off-sale of malt liquor shall be limited to the legal hours for off-sale at exclusive liquor stores in the jurisdiction in which the brewer is located, and the malt liquor sold off-sale must be removed from the premises before the applicable off-sale closing time at exclusive liquor stores. Packaging of malt liquor for off-sale under this license must comply with the provisions of Minnesota Rules, parts 7515.1080 to 7515.1120. Section 2. This ordinance is effective upon adoption. First Reading: June 21, 2022 Second Reading: July 19, 2022 Published: ATTEST: _________________________________ _________________________________ Sharon Allison, City Clerk James B. Hovland, Mayor Please publish in the Edina Sun Current on: Send two affidavits of publication Bill to Edina City Clerk Date: June 21, 2022 Agenda Item #: VII.A. To:Mayor and City Council Item Type: Report / Recommendation From:Heidi Lee, Race & Equity Manager Item Activity: Subject:2021 Race & Equity Annual Summary Report Information CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: None; information only. INTRODUCTION: In 2016, City Council approved a resident-led Race & Equity Task Force. Since 2018, City staff have continued to complete work plan items from the Council approved Race & Equity Implementation Plan. With the implementation plan nearing completion, City departments developed their 2022 work plans in which there is a race and equity lens needed. ATTACHMENTS: Description Q1 2022 Race & Equity Work Plan Update Staff Report 2021 Race & Equity Summary Racial Equity Work PlanGOAL:TARGETSTATUSPROGRESSHire a full-time Race and Equity coordinator, whose accountabilities include oversight of the Racial Equity Implementation Plan (work plan), monitoring, assessing and evaluating progress toward goals.2019 - Q1CompleteRace and Equity Coordinator started on March 18, 2019.Racial Equity goals and metrics from the Racial Equity Implementation Plan will be incorporated into department work plans and employee performance reviews.2019 - Q1Complete/OngoingCity-wide race and equity goals have been established for 2021 such as full-time employees attending race and equity training being offered was 2021, which 300 full-time employees have attended. The racial equity advancement team (REAT) will work identify specific opportunities to increase racial and cultural diversity on work teams.2019 - Q2Complete/OngoingREAT work groups have created work plans, which have been incorporated in the Race & Equity Work Plan in 2022. Team continues to meet and further develop in their race & equity professional development and meet to complete their work plans.Provide Racial Equity Training to all City staff.2019 - Q2CompleteLeadership training on 12/2018 and IQS Racial Equity training for full-time city employees in 1/2019. City Council and Executive Leadership went through GROW Framework training in Q1-2020. As of 12/31/2021, 300 full-time employees have completed GROW Framework as part of Citywide training. 88% of full time staff went through the GROW Training in 2021. 100% training goal will be for 2022 work plan.Evaluate quality of life survey questions to elicit relevant information about all city services around Race and Equity.2019 - Q3CompleteQuality of Life Survey (QLS) results for 2019 & 2021 have been completed and results have been presented to City Council and community. Planning for 2023 QLS will start in 2022.Maintain a database on the number and location of affordable housing in Edina.2019 - Q4Complete/OngoingDatabase of mult-housing units have been created and available on City of Edina's Afforable Housing page. Upon reviewing Police Department Policy Manual and removing non-public information, the manual will be placed on the City's website.2019 - Q4CompleteAll police department manual policies have been reviewed and posted on the City website, except policies that have tactical information. Establish a Racial Equity Advancement Annual Report and presentation for the Human Rights & Relations Commission (HRRC) and City Council. The annual report to the City Council will be presented at the second Council meeting in January starting in January of 2020. 2020 - Q1Complete/OngoingRace & Equity Annual Report and presentation will be provided to City Council and HRRC every Q2 each year to provide updates.GOAL:TARGETSTATUSPROGRESSEvaluate feasibility and advisability of increasing the amount of police-community data collected by the City. 2019 - Q2In Progress/ Continuation in 2022Continuation in 2022. Signed agreement with new CAD/RMS vendor in December 2021 and system infrastructure implementation planning will start in Q1-2022. Planning for data collection process could start by Q3-2022. Race & Equity Division will support the training of data collection and intake of demographics.Investigate available data to desegregate maps of resident population by race and how this data can be linked to allocating funds through City budgeting processes (CIP, PACS, Operating)2019 - Q4In Progress/Continuation in 2022PACS Prioritization work plan willl continue in 2022. The Equity Criteria for PACS is being edited. After completion of document, past PACS projects will be used in equity criteria to determine if there would have been different proiritization outcomes. GOAL:TARGETSTATUSPROGRESSReport results of the Quality of Life Survey disaggregated by race/ethnicity as part of the Annual Racial Equity Advancement Report.2019 - Q2 Not CompleteSurvey results presented in June 2019. Race/ethnicity could not be disaggregated for all questions because the number of non-white survey respondents was small. 2021 Quality of Life Survey (QLS) has been completed and larger sample number of surveys sent to community. 2021 QLS results has been reported to City Council. Planning for 2023 QLS will start in 2022.NEW WORK PLAN ITEMS IN 2022GOAL:TARGETSTATUSPROGRESSComplete final report of the 2018 Racial Equity Implementation Plan and incorporate race & equity goals into ongoing department work plans. (Operationalize equity plans)2022 - Q1 In-Progress2022 Department work plans have been created. Race & Equity Division has met with directors to discuss work plan items with race & equity intersections and how to incorporate race & equity lens in work plan completion. Final report of 2018 Race & Equity Implementation Plan will be on May 17, 2022 at City Council meeting.Assess and align City-wide internal demographic data collection process. 2022 - Q4 Not StartedThis work plan will assess current demographic collection process on organization to ensure demographic and data collection is aligned in all departments/divisions.Create/refine Values ViewFinder strategy, tools, and templates for alignment of (Community Engagement, Sustainability, Community Health, and Race & Equity) into City decision-making, and provide quarterly resources and activities2022 - Q2 In ProgressValues ViewFinder tools has been created and team has been working with different departments to incorporate an Community Engagement, Community Health, Sustainability and Race & Equity lens into decision making processes.Support the Captial Improvement Plan (CIP) Process2022 - Q4 In Progress In alignment with the Values ViewFinder tool, a race & equity lens will be incorporated to support the CIP decision making process.Support City departments in work plan development process to further integrate race & equity goals2022 - Q4 In ProgressREAT Work Plan Team is meeting to discuss how to collect input on how to support 2023 work plan development and what information needed to support department directors/designees.COMPLETED ITEMS FROM RACE & EQUITY IMPLEMENTATION PLANIN PROGRESS CONTINUATION IN 2022 FROM RACE & EQUITY IMPLEMENTATION PLANACCOUNTABILITY & DATA COLLECTIONNOT COMPLETED FROM RACE & EQUITY IMPLEMENTATION PLANUpdated 4.14.2022Page 1 of 5 Racial Equity Work PlanGOAL:TARGETSTATUSPROGRESSReview the existing Come Home 2 Edina program and advertisement strategy to families of color. 2019 - Q3CompleteBrochures have been translated into Spanish. Demographic information continues to be collected through application process.Ensure City facility artwork and décor reflects diversity of race and culture.2019 - Q4CompleteArts & Décor Rurbic was approved by City Council on August 18, 2020. Arts & Culture Commission is using the rubric for Public Art process.Name a public facility in the Grandview area after BC and Ellen Yancey. Human Rights and Relations Commission will review and comment. Parks and Recreation Commission will review and recommend.2019 - Q4CompleteOn October 7, 2020 the Edina City Council unanimously renamed Garden Park as Yancey Park and directed staff to plan for the renaming. Discriminatory covenant on City-owned facility denounced in June 2021 and Yancey Park Dedication event took place on October 4, 2021. GOAL:TARGETSTATUSPROGRESSDeliver staff training on scholarship fund availability to ensure residents are provided the opportunity to apply for financial assistance.2019 - Q1In Progress/Continuation in 2022Moving to 2022. Aligns with feasibility scholarship discussions that Parks & Recreation Department will have in Q2 in 2022. Decision will determine how to proceed with training.Review and identify if barriers to utilization of Park and Recreationprograms exist and elicit solutions from community members and users.2019 - Q4On Hold/Continuation in 2022PARC and HRRC provded comments to staff member survey implmentation plan in 2021. Staff members will meet in 2022 to review feedback and create implementation plan for community surveying. Item has been placed on hold until due to current work load capacity.Ensure facilities have wayfinding signage and printed materials in multiple languages. 2019 - Q4On Hold/Continuation in 2022Maps at Centennial Lakes have been updated to be more visitor useability; however, smaller signs will be determined if wayfinding can be utilized.Employees will be trained on how to support first-time guests of City facilities.2020 - Q4In Progress/Continuation in 2022 Moving into 2022 plan. Staff will meet to discuss the potetnial to create first-time guests training as well as incorporating safety training, employee handbook and race & equity components.NEW WORK PLAN ITEMS IN 2022GOAL:TARGETSTATUSPROGRESSComplete a route redesign process for snowplow routes. 2022 - Q3 Not Started Review and discussions will take place once season has been completed. A race and equity lens will be added as part of the review.Study and review the feasibility of parks & recreation scholarship program, recommendation changes or updates2022 - Q4 Not Started Staff will hold meeting to discuss the feasibility of program changes in Q2.GOAL:TARGETSTATUSPROGRESSAdd Metro transit link to facility website(s).2018 - Q4CompleteLinks for Metro Transit has been added to facility website. Staff will create a standing City communications “Feedback Group" of volunteer residents that can be called upon via meeting, email, or as needed for both strategic and quick feedback to staff.2018 - Q4Complete/OngoingFirst meeting in January 2019 and group continues to meet and provide feedback as needed.The new City Community Engagement employee will ensure there is a robust community engagement approach, informed by ongoing relationship with residents, residents of color and residents for whom English is a second language.2019 - Q1Complete/OngoingCommunity Engagement Manager continues to adapt engagement approach while looking at potential opportunity gaps to increase diversity such as reviewing Boards & Commission and volunteer recruitment while engaging neighborhoods to participate in recognized neighborhoods program.The City will include questions on racial equity work in the 2019 Quality of Life Survey. 2019 - Q1CompleteSurvey included racial and self indicators to provide baseline information to help support racial equity work. 2021 Quality of Life Survey results have been presented to City Council and community. Survey responses in 2021 show 68% of survey participants indicate that it is essential and/or very important local government focuses on creating a diverse and inclusive city. In 2017 and 2019, 56% of survey participants indicate that it is essential and/or very important local government focuses on creating a diverse and inclusive city.Develop protocol and procedures to apply a race and equity perspective to communications content. 2019 - Q2Complete/ Communication protocol document has been reviewed by Communications Department in 2022 if any revisions need to be made.Develop a strategic approach to the city's community engagement efforts. Task a city employee with overseeing/directing community engagement work.2019 - Q4Complete/OngoingThe Community Engagement Manager continues to engage community through different modes such as Better Together Edina, Neighborhood Association Recognition, public participation efforts, and increasing diversity in Boards and Commissions. The City will develop plain language policy and an LEP (LimitedEnglish Proficiency) policy for City communications.2019 - Q4Complete/OngoingPlain Language Policy and Limited English Proficiency policy has been approved. Frontline staff members have been provided training and LanguageLine phone number cards. Training for staff members is will be provided in 2022.Use insights gained from new partnerships and relationships with community, the City will find new ways to market and communicate to POC.2019 - Q4Complete/OngoingCommunications is continuing relationships with media outlets who focus on people of color and has been begun to distribute City of Edina press releases through modes such as text updates from the City and focus of accessibilty of communications in multiple languagses.Develop alternate ways to register for programs or use of City facilities. The city will develop new ways to reach and welcome new and underserved populations into the community.2019 - Q4Complete/ OngoingGoogle Translate option on website and Connect Card being promoted on Activity Directory. CivicRec has been implemented for Parks & Recreation programming.The Police Department will conduct a review of the Crime Report policy for posting individual names on the department website.2019 - Q4CompleteWeekly Crime Reports, as of October 7, 2019, names of individuals have been removed. The report contains age and gender of individuals and location of report. Archive timeframe changed from 6 months to 2 months.COMPLETED ITEMS FROM RACE & EQUITY IMPLEMENTATION PLANIN PROGRESS/ON HOLD - CONTINUATION IN 2022 FROM RACE & EQUITY IMPLEMENTATION PLANCOMPLETED ITEMS FROM RACE & EQUITY IMPLEMENTATION PLANCOMMUNITY ENGAGEMENT & COMMUNICATIONS CITY FACILITIES & SERVICESUpdated 4.14.2022Page 2 of 5 Racial Equity Work PlanGOAL:TARGETSTATUSPROGRESSEvaluate and improve the police department's current Community Outreach Programs. Consider opportunities for community members to engage with the department.2019 - Q2 OngoingA Community Engagement was recently hired and will focus on community engagement as well as work with various departments. New community engagement efforts are being created and a program will be offered in Q3.During Community Outreach Program Evaluation, the police department will develop communication strategies to publicize and promote the department through communication methods including social media.2019 - Q2 OngoingPolice Department currently reviewing community engagement process as a new Community Engagement Officer (CEO) has been hired. Additional review of current communications and marketing of community engagement events will be reviewed with new CEO.NEW WORK PLAN ITEMS IN 2022GOAL:TARGETSTATUSPROGRESSHost biennual Public Works Open House2022 - Q2 In ProgressPlanning is in progress, The Open House will take place on Thursday, May 19th from 4p-7p. Marketing planned include translastion services in English, Spanish and SomaliPlan, partner with community members to host City's Juneteenth event2022 - Q2 In ProgressREAT Engagement Group along with HRRC members are meeting and organizing Juneteenth event on Sunday, June 19 at Centennial Lakes Park from 11a-3p.Continue to produce Stories We Share on Better Together Edina site2022 - Q4 Not Started Staff will start planning in late Q2-Q3.Outreach to larger Edina employers to identify housing needs of employees2022- Q2 In Progress Affordable Housing Division has reached out to employers and provided information on on housing opportunties in Edina.Manage Just Deeds Program2022 - Q4 In Progress Looking at marketing opportunties to increase community interest and participation in Just DeedsContinue implementation of recruitment and selection strategy for Boards and Commissions to better reflect community diversity2022 - Q4 In Progress New Boards and Commisioner members have been onboarded. A data assessment will be conducted prior to the 2023 onboarding process.Provide formal staff training on Plain Language and Limited English Profiency policies, media relations and crisis communications2022 - Q4 Not Started Plans to hold training sessions in 2022.Evaluate and improve current Public Safety community outreach programs in public safety departments; create new opportunities for community engagement through communication strategies and promotions; create assessments2022 - Q4 In ProgressNew Community Engagement Officer was selected in March 2022 and Fire Department has been contacted to determine how to Administration can support this work plan.GOAL:TARGETSTATUSPROGRESSMake a language edit to the Edina Affordable Housing Policy: The City recognizes the need to provide affordable housing in order to create and maintain a diverse population and to provide housing for those who live or work in the City.2018 - Q4Complete/OngoingApproved by Council October 2018. Policy is reviewed yearly.Develop goals and policies to increase the number of affordable housing units and rental until where housing assistance vouchers (ex. Section 8) can be used.2018 - Q4Complete/OngoingEvery owner/developer that has affordable housing units and rentals in Edina receives an affordable housing guide that includes non-discriminatory language.Request the Edina Housing Foundation to review the affordable housing policy to specifically consider removing the option for developers to opt-out of building affordable units.2019 - Q2CompleteReviewed Affordable Housing Policy with Edina Housing Foundation to remove opt-out option. Decision to not remove opt-out policy because funds from Affordable Housing Trust Fund could be used to further program. Policy is reviewed yearly.Review affordable housing policy annually to address current conditions and needs. Ensure race and equity policy perspective is used at each review period.2019 - Q4Complete/OngoingAffordable Housing Policy reviewed and presented to Council in Q1-2021. Policy is reviewed annually.Review Edina zoning regulations through a racial equity lens to change or remove language that may contribute to racial disparities. Develop language with the intention of reducing inequities in the City's zoning regulations.2019 - Q4Complete/OngoingCommunity Development will scaffold additional zoning regulations through a race and equity lens each year. This is will be an ongoing work plan item as zoning ordinances are reviewed individually. Starting to collect data on impact of garage and basement ordinances changes.Study and report on the 21st Century Policing Initiative's alignment with City of Edina's police officer field training processes.2019 - Q4Complete21st Century Policing Initiative review has been completed by Police Department. Police Department is review officer wellness and recruitment processes.The Police Department will evaluate the Department Policy Manual through a race and equity lens related to use of force.2019 - Q4CompleteUse of Force Policy has been reviewed and placed on City website in Police Department. Policy is updated when POST Board provides edits/revisions.Review the Police Department’s Policy 690.00 of Impartial Policing.2019 - Q4CompletePolice Department Policy 690.00 of Impartial Policing has been reviewed, updated and placed on the City website for public.The Police Department will analyze policies related to external and independent criminal investigations and prosecutions for Officer Involved shootings and In-Custody death incidents.2019 - Q4CompleteOfficer involved shooting policy has been updated to include audio/video retention, supervisor to assist, and who speaks with media.Review the Police Department's Conduct of Department Members and Persons of Detained or In-Custody policies and consider adding a provision to current policies requiring officers to identify to individuals stopped or detained as soon as practical and reasonable.2019 - Q4CompleteReview of Conduct of Department Members and Persons Detained or In-Custoday policies have been completed and added on Police Department website .Review feasibility of developing a policy to create an incentive for sellers to take Federal Housing Administration (FHA) loans.2019 - TBDCompleteBased on research of feasibility, process for FHA approval is cumbersome and expensive. An alternative process would be potentially combining mortgage with Come Home 2 Edina mortgage.COMPLETED ITEMS FROM RACE & EQUITY IMPLEMENTATION PLANIN PROGRESS CONTINUATION IN 2022 FROM RACE & EQUITY IMPLEMENTATION PLANCOMMUNITY ENGAGEMENT & COMMUNICATIONSDEVELOPMENT & ENFORCEMENT OF POLICIESUpdated 4.14.2022Page 3 of 5 Racial Equity Work PlanGOAL:TARGETSTATUSPROGRESSDevelop City-wide procedure and policy for responding to complaints that are perceived by staff as possibly racially motivated. Collect data on complaints that seem discriminatory in nature, including who makes the complaints and about whom. Apply this policy to complaints against those belonging to other protected groups.2019 - Q2In Progress/Continuation in 2022Moved into 2022. Bias and Discrimination Form has been added to City website for community members to complete. Researching compliant intake process for departments that receive compliants and process improvements for department/divisions, staff & community resources, trainng have been identified.Review process on using affordable housing funds received from the opt-out option and develop a policy to ensure funds will be used with a race and equity lens.2019 - Q4In Progress/Continuation in 2022 Buy-In funds are tied to the Affordable Housing Policy which now states that new multifamily apartments cannot discriminate against housing choice voucher holders. A formallized process is currently being used for "buy-in" options funds for land trust and other opportunities through a race and equity lens is being created. Move work plan item in 2022.Review policy and outline requirement and enforcement mechanism to ensure associations and vendors that utilize/rent City facilities are operating in accordance with the city's expectation regarding race equity and inclusion. Post the policy throughout City facilities.2019 - Q4On Hold/Continuation in 2022The policies are currently being reviewed to compile to create more alignment for all associations and vendors. Due to staffing changes, a pause has been placed on this work plan item until 2022.NEW WORK PLAN ITEMS IN 2022GOAL:TARGETSTATUSPROGRESSIdentify zoning and land use regulations that create barriers to affordability and inclusion.2022 - Q4 In Progress Research is being conducted to identify which zoning and land uses ordinances that create barriers.Review and recommend ordinance for Accessory Dwelling Unit2022 - Q4 In Progress The Planning Commission is researching zoning ordinance and will provide recommendation to City Council by the end of 2022.Administer and enhance programs to preserve and grow single family homeownership opportunities: Home preservation program, housing rehab program, Come Home 2 Edina, First Generation Homebuyer program.2022 - Q2 In ProgressHousing preservation program has started such as five homes have purchased and a couple are in pending status, three Come Home 2 Edina loans have closed.Preserve and enhance affordable housing to prevent displacement of populations.2022 - Q4 In Progress Research of zoning and density areas where there is higher need for transportation services.Explore viability of equity and inclusion goals when TIF and other public financing is included in private projects2022 - Q3 In Progress Research and discussion has started to explore the possibility of equity and inclusion goals in public financing devleopment.GOAL:TARGETSTATUSPROGRESSParticipate in a Twin Cities People of Color (POC) job fair in 2019 as either an employer or sponsor. 2019 - Q4CompleteCity staff and leadership participated in the October 2019 People of Color Job Fair in Minneapolis.Human Resources staff will implement hiring practices to include more racially and culturally diverse outreach, inclusive applications questions, recruitment, selection and interview processes.2019 - Q4CompleteApplication process has been revised such as interview question has been added through a race/diversity lens, interview panel training for staff. These changes have been completed and the next step will be assess the effectiveness of the changes. Hiring manager training will be reviewed in 2021.The City will assess and revise job descriptions as positions become available to include racial equity competencies.2019 - Q4Complete/ OngoingJob descriptions are being revised when positions are available for hiring. A race and equity competency general statement has been added when job descriptions are being revised. A welcoming and inclusive statement has been added to Edina job posting website.The City will include data on its employment goals in the Racial Equity Advancement Annual Report starting in 2020 for employment activities in 2019. 2020 - Q4Complete/ OngoingHuman Resources and Race and Equity Coordinator gathering yearly data from human resource management system. This work plan will coincide with looking at the data set of people who applied, inerview and have been hired in 2019-2021. Data will be provided yearly starting in 2022.GOAL:TARGET STATUSPROGRESSDevelop diversity recruiting strategy for City employees that identifies specific actions to be taken on an annual basis to more closely reflect demographics or Hennepin County.2019 - Q4In Progress/Continuation in 2022Staffing will be focusing creating a strategy that distinguishes between sourcing and recruiting will be looking at this in 2022. Race & Equity Annual report to City Council will have more information regarding recruiting and hiring strategies in 2022.Train employees on the City code of conduct, safety and security procedures, language interpretation services and cost options.2019 - Q4In Progress/Continuation in 2022Carried over into 2022. Training specificially for front line staff will be created and implemented for onboarding seasonal staff in 2022.Set goals of increasing the percentage of fulltime staff who are people of color and/or fluent in a language other than English.2019 - Q4Ongoing/Continuous in 2022Staff members have collected data to establish baseline information of staff member to start look at potential goals in 2022.Research the City’s participation in, or establishment of, a program like Pathways to Policing to develop future candidates for careers in local law enforcement for people of color.2021 - Q4In Progress/Continuation in 2022Police Department has hosted open house event, created a recruitment video, planning a Cadet Program Development program to engage candidates.COMPLETED ITEMS FROM RACE & EQUITY IMPLEMENTATION PLANIN PROGRESS CONTINUATION IN 2022 FROM RACE & EQUITY IMPLEMENTATION PLANIN PROGRESS/ON HOLD - CONTINUATION IN 2022 FROM RACE & EQUITY IMPLEMENTATION PLANDEVELOPMENT & ENFORCEMENT OF POLICIESEMPLOYEE TRAINING & DIVERSITYUpdated 4.14.2022Page 4 of 5 Racial Equity Work PlanNEW WORK PLAN ITEMS IN 2022GOAL:TARGET STATUSPROGRESS100% of Full-time staff to complete staff race & equity training2022 - Q1 In ProgressIn 2021, 88% of full-time staff completed race & equity training. In 2022, Four training sessions will be added to achieve 100% of full-time staff. Months have for the training have tentatively decided Q2-Q4.Explore participation with neighboring communities in a "pathways" firefighter program designed to recruit non-traditional candidates2022 - Q4 In ProgressFire Department has met with surrounding schools districts and fire departments to discuss the feasibility of partnering to create programs in schools.Support Century College FireMedic internship program2022 - Q4 In Progress 2022 Firemedic interns could potetntially start in late Q4-2022.Create and facilitate professional development opportunities for staff such REAT 360 2022 - Q4 In Progress REAT Training Group will be planning two professional development opportunties in 2022.Host an event for staff to engage in different culture, traditions with others2022 -Q4 In Progress REAT Training Group will be planning event.EMPLOYEE TRAINING & DIVERSITYUpdated 4.14.2022Page 5 of 5 June 21, 2022 Mayor and City Council Heidi Lee, Race & Equity Manager 2021 Race & Equity Annual Summary Report Information / Background: In 2016, City Council approved a resident-led Race & Equity Task Force to research, develop and recommend the initial structure for Edina's race & equity work. The goals were to eliminate racial disparities in the City’s facilities, services, and institutions and be welcoming and inclusive to all who live, work and spend time in Edina. Since 2018, City staff members have continued to complete work plan items from the Council approved Race & Equity Implementation Plan. With the implementation plan nearing completion, City departments have started to develop their own work plan items in which there is a race and equity lens needed in 2022. In 2021 as the City continues to deepen in the race & equity work, there were many successes such as: Days of Significance observation process was approved by City Council in February 2021. The City of Edina is a participating city in the Just Deeds Project as approved by City Council on June 15, 2021. 52 City-owned properties that had discriminatory restrictive covenants were renounced on June 18, 2021 Yancey Park dedication event held on October 4, 2021, to celebrate and honor the Yancey family’s contributions to the City of Edina Juneteenth was approved by City Council as an official paid City holiday in December 2021 88% of full-time staff members attended a Citywide race and equity training that were co- facilitated by a core group of staff members in Racial Equity Advancement Team (REAT) Incremental increases of Black, Indigenous and People of Color (BIPOC) full-time, part-time and seasonal staff members within the City from 4.5% in 2019 to 6.8% in 2021 68% of the 2021 Quality-of-Life Survey respondents indicate it is essential or very important that local government focuses on creating a diversity and inclusive city. STAFF REPORT Page 2 Race & Equity Work Plan Updates As previously stated with the implementation plan nearing completion, all of the items from the implementation plan that have a status of “Complete”, “Complete/Ongoing” or “Not Complete” on the will not be reflected on the quarterly race & equity updates to City Council starting in Q2 2022. With this change, it will allow the public to review current work plan items that are being worked on by staff members. In addition to the formatting change to the quarterly updates, race & equity work plan items are created by the City departments/divisions. The 2022 Race & Equity Work Plan items were defined and approved by departments directors and then met with Race & Equity Division to discuss how the work plan item includes a race & equity lens and process. For example, under the theme of Development and Enforcement of Policies, the work plan item is to “explore the viability of equity and inclusion goals when TIF and other public financing is included in private projects.”, the purpose of this to research the feasibility to incorporate equity and inclusion goals when working building developers to include intentional inclusion of BIPOC, women, and other underrepresented groups in the workforce. Race & Equity Work in 2022 As race and equity work continues in the City and departments create and lead work plan items on the Race & Equity work plan, it is clear there is engagement within the staff members and in the Edina community. To highlight some of the following actions or goals are planned in 2022 are: The City’s first-ever Juneteenth community event on June 19, 2022 at Centennial Lakes Park. The goal to have 100% of full-time staff complete the Citywide race & equity training that started in 2021. Race & equity training program creation and implementation for part-time and seasonal employees. The Values ViewFinder tool to be utilized in various City processes such as Fire Station I, Capital Improvement Plan (CIP) and Stachauer Park Visioning Plan. Establish data collection method to create race & equity impact assessment. Date: June 21, 2022 Agenda Item #: VIII.A. To:Mayor and City Council Item Type: Report / Recommendation From:Emily Bodeker, Assistant City Planner Item Activity: Subject:PUBLIC HEARING: Resolution No. 2022-55; Conditional Use Permit and Variance for Interlachen Country Club, 6200 Interlachen Boulevard Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Motion to close the public hearing at noon on July 11, 2022 and continue action on the conditional use permit and variance to July 19, 2022. INTRODUCTION: Interlachen Country Club is requesting a Conditional Use Permit and building height variance to re-develop some of their existing facilities for its members. T he expanded facilities include: a new 15,387 square foot lodge/restaurant, a 17,423 square foot fitness center, five outdoor clay tennis courts, two indoor hard surface tennis courts, two pickleball courts and three platform tennis courts. The number of tennis courts is reduced from 9 to 7; the pickleball courts and platform tennis is added. The tennis courts will continue to be used as hockey and skating rinks in the winter. These facilities would be located where the existing racquet courts are on the site today. The covered tennis courts require a structure height variance from 20 feet for non-primary buildings to 39 feet. The existing clubhouse on the site is 52 feet tall. A Conditional Use Permit is required for the new structures proposed. ATTACHMENTS: Description Resolution No. 2022-55 Staff Report and Memos Applicant Narrative-CUP Applicant Narrative-Variance Applicant Submittal Better Together Public Hearing Comment Report Storm Water Management Plan Site Location, Zoning, and Land Use Maps Staff Presentation 1 Staff Presentation RESOLUTION NO. 2022-55 APPROVING A CONDITIONAL USE PERMIT WITH A HEIGHT VARIANCE FOR INTERLACHEN COUNTRY CLUB, 6200 INTERLACHEN BLVD BE IT RESOLVED by the City Council of the City of Edina, Minnesota, as follows: Section 1. BACKGROUND. 1.01 Interlachen Country Club is requesting a Conditional Use Permit and building height variance to re-develop some of their existing facilities for members. The expanded facilities include: a new 15,387 square foot lodge with food service, a 17,423 square foot fitness center, five outdoor clay tennis courts, two indoor hard surface tennis courts, two pickleball courts and three platform tennis courts. The facilities are located where the existing racquet courts are on the site today. 1.02 The covered tennis courts require a structure height variance from 20 feet for non-primary buildings to 39 feet. 1.03 A Conditional Use Permit is required for the new structures proposed. Golf Courses are a permitted use in the R-1, Single Dwelling Unit District. Clubhouses are a conditional use. 1.02 The property is legally described as follows: LOT 001 AUDITOR'S SUBDIVISION NO. 248 HENNEPIN COUNTY, MINN 1.03 To accommodate the request, the following land use applications are requested: 1. A Conditional Use Permit. 2. A height variance to allow the tennis structure to be 39 feet. 1.04 On June 15, 2022, the Planning Commission recommended approval of the Conditional Use Permit and height variance request. 1.06 On June 21, 2022, the City Council held a public hearing on the Conditional Use Permit and height variance. Section 2. FINDINGS 2.01 Approval of the conditional use permit and height variance to allow the covered tennis structure to be 39 feet is based on the following findings: 1. The proposed project meets the conditional use permit standards of Chapter 36. RESOLUTION NO. 2022-55 Page 2 2. The proposed project meets the criteria to grant a variance. 3. The height of the structure over the tennis court is required for the functionality of the tennis court. 4. The height of the tennis court structure would be 13 feet shorter than the tallest structure on the site. 5. The proposed project will not alter the essential character of the neighborhood. Section 3. APPROVAL NOW THEREFORE, it is hereby resolved by the City Council of the City of Edina, approve the Conditional Use Permit for the expanded facilities and building height variance from 20 feet to 39 feet for Interlachen Country Club at 6200 Interlachen Boulevard. Approval is subject to the following conditions: 1. The Construction Plans must be consistent with the proposed Development Plans date stamped May 12, 2022. 2. Compliance with all the conditions outlined in the city engineer’s memo dated June 6, 2022. 3. Compliance with all the conditions outlined in the building official and fire marshal memo dated June 8, 2022. 4. Hours of operation are limited to the following times: Fitness Center: 5:30 AM – 10:00 PM Food Service: 7:00 AM – 12:00 AM Tennis/Hockey: 7:00 AM – 10:00 PM RESOLUTION NO. 2022-55 Page 3 Adopted by the City Council of the City of Edina, Minnesota, on July 19, 2022. ATTEST: Sharon Allison, City Clerk James B. Hovland, Mayor STATE OF MINNESOTA ) COUNTY OF HENNEPIN )SS CITY OF EDINA ) CERTIFICATE OF CITY CLERK I, the undersigned duly appointed and acting City Clerk for the City of Edina do hereby certify that the attached and foregoing Resolution was duly adopted by the Edina City Council at its Regular Meeting of July 19, 2022, and as recorded in the Minutes of said Regular Meeting. WITNESS my hand and seal of said City this ____ day of __________________, 2022. _________________________________ City Clerk June 15 2022 Planning Commission Emily Bodeker, Assistant City Planner Conditional Use Permit and Variance – 6200 Interlachen Boulevard (West side of Interlachen Country Club) Information / Background: Interlachen Country Club is requesting a Conditional Use Permit and building height variance to re-develop some of their existing facilities for its members. The expanded facilities include: a new 15,387 square foot lodge with food service, a 17,423 square foot fitness center, five outdoor clay tennis courts, two indoor hard surface tennis courts, two pickleball courts and three platform tennis courts. The number of tennis courts is reduced from 9 to 7; the pickleball courts and platform tennis is added. The tennis courts will continue to be used as hockey and skating rinks in the winter. These facilities would be located where the existing racquet courts are on the site today. The covered tennis courts require a structure height variance from 20 feet for non-primary buildings to 39 feet. The existing clubhouse on the site is 52 feet tall. A Conditional Use Permit is required for the new structures proposed. (See attached plans and narrative.) SUPPORTING INFORMATION Surrounding Land Uses Northerly: Single-family homes; zoned and guided low-density residential. Easterly: Single-family homes; zoned and guided low-density residential. Southerly: Single-family homes; zoned and guided low-density residential. Westerly: Single-family homes; zoned and guided low-density residential. Existing Site Features The area where the improvements are proposed are where the existing courts are today. STAFF REPORT Page 2 Planning Guide Plan designation: Public/semi-public and low-density residential Zoning: R-1, Single Dwelling Unit District Conditional Use Permit Per Section 36-305, the City Council shall not grant a Conditional Use Permit unless it finds that the establishment, maintenance, and operation of the use: 1. Does not have an undue adverse impact on governmental facilities, utilities, services or existing or proposed improvements. The proposed project is located within the area where the existing racquet courts are located today. The added improvements and facilities are for Interlachen members and not for the addition of new members. The facilities would not be open to the public, rather they are for use of country club members and guests. The existing utilities are adequate to serve the proposed use. 2. Will generate traffic within the capacity of the streets serving the property. The proposed project will not generate additional traffic on the streets serving the property. The new facilities are for existing club members. 3. Does not have an undue adverse impact on the public health, safety, or welfare. Staff does not believe the project would have an adverse impact on public health, safety, or welfare. Access to the site remains unchanged and the proposed new building and facilities are located where existing racquet courts are today. 4. Will not impede the normal and orderly development and improvement of other property in the vicinity. Staff believes the proposed development would enhance the property and fits well on the site. The proposed use is allowed within the R-1 zoning district. The proposed project does not impede the normal and orderly development or improvement of surrounding property or property within the vicinity. 5. Conforms to the applicable restrictions and special conditions of the district in which it is located as imposed by this Section. The proposed project meets all city code provisions. Golf courses are a permitted use within the R-1 Zoning District. Golf course clubhouses and accessory buildings greater than 1,000 square feet are conditional uses in the R-1 district. STAFF REPORT Page 3 6. Is consistent with the Comprehensive Plan. As mentioned previously, golf courses are a permitted use, and clubhouses and accessory buildings greater than 1,000 square feet are conditional uses in the R-1 Zoning District. The golf course has public/semi-public and low-density residential land use designations. No amendment is needed to the comprehensive plan as the uses are permitted in the R-1 Zoning District. Site Circulation The site circulation is not changing. The property access will remain the same. The proposed improvement projects will be placed to the west of the existing clubhouse, in the existing location of the racquet courts today. Landscaping/Screening The plans submitted were reviewed by the city’s forester and meet the requirements for landscaping and screening. A double row of 6-foot-tall evergreens, a row of 4-foot Japanese Yew, and a solid fence along the north lot line would provide screening to the residential homes to the north. Grading/Drainage/Utilities The city engineer has reviewed the proposed plans and found them to be acceptable subject to the comments and conditions outlined in their review memo attached. Any approvals of this project would be subject to review and approval of the Minnehaha Creek Watershed District. Building/Building Material The proposed lodge building and fieldhouse buildings will match the architectural style and materials of the existing clubhouse. Those materials include brick, stucco, and trim detailing. Setback Compliance Table City Standard Proposed North lot line South lot line West line East lot line 95 feet (Structure) 50 feet (courts) 50 feet 50 feet 50 feet 96 feet 50 feet Roughly 400-600 feet 207 feet 1 inch 1,000 + feet STAFF REPORT Page 4 Accessory Building Height Tennis Structure 20 feet *39 Feet Lodge Building 20 feet 20 feet Field House Building 20 feet 20 feet * Requires a variance PRIMARY ISSUES/STAFF RECOMMENDATION Primary Issue Is the Conditional Use Permit (CUP) criteria met? Yes, staff believes the criteria is met. Is the proposed variance justified? Yes. Staff believes the variance criteria is met in this instance. Minnesota Statues and Edina Ordinances require that the following conditions must be satisfied affirmatively to grant a variance. The proposed variance will: 1) Relieve practical difficulties that prevent a reasonable use from complying with ordinance requirements. Reasonable use does not mean that the applicant must show the land cannot be put to any reasonable use without the variance. Rather, the applicant must show that there are practical difficulties in complying with the code and that the proposed use is reasonable. The height of the covered tennis structure is the reason a variance is required for the proposed project. The height of the structure at 39 feet is greater than the allowed height of 20 feet, but remains shorter than the primary structure, the clubhouse, which is 52 feet tall. The proposed height is similar to other buildings that currently exist on site. The additional height is required for the tennis structure for the tennis court to be functional. 2) There are circumstances that are unique to the property, not common to every similarly zoned property, and that are not self-created? The circumstances related to the proposed project are unique and is not like other similarly zoned parcels. STAFF REPORT Page 5 3) Will the variance alter the essential character of the neighborhood? Granting the variance will not alter the character of the neighborhood. The design of the proposed structure matches the existing buildings in both architectural style and materials and will remain shorter than the primary structure on site. Staff Recommendation Recommend that the City Council approve the Conditional Use Permit for the expanded facilities and building height variance from 20 feet to 39 feet at 6200 Interlachen Boulevard. Approval is subject to the following findings: 1. The proposed project meets the conditional use permit standards of Chapter 36. 2. The proposed project meets the criteria to grant a variance. 3. The height of the structure over the tennis court is required for the functionality of the tennis court. 4. The height of the tennis court structure would be 13 feet shorter than the tallest structure on the site. 5. The proposed project will not alter the essential character of the neighborhood. Approval is subject to the following Conditions: 1. The Construction Plans must be consistent with the proposed Development Plans date stamped May 12, 2022. 2. Compliance with all the conditions outlined in the city engineer’s memo dated June 6, 2022. 3. Compliance with all the conditions outlined in the building official and fire marshal memo dated June 8, 2022. 4. Hours of operation are limited to the following times: Fitness Center: 5:30 AM – 10:00 PM Food Service: 7:00 AM – 12:00 AM Tennis/Hockey: 7:00 AM – 10:00 PM Deadline for a city decision: September 7, 2022 June 8, 2022 Cary Teague, Community Development Director David Fisher, Chief Building Official Interlachen Country Club – Variance Information / Background: New building on site. -Provide a complete Build Code analysis with plans when submitting for the building permit. -An NFPA 13 Fire Sprinkler System shall be installed when required by MSFC S903. -Verify and provide an address for each building on site with Building and Fire Departments. -Verify fire hydrant locations as required by the Fire Department. -Verify Fire Department access per MSFC S503, including consideration for the turning radius of fire apparatus in parking lots. -Provide Knox Key gate access where Fire Department access roads may be blocked by gates. -Verify there is adequate assessable parking. -Verify bathroom requirements are met. -Verify noise ordinance is complying and is understood. Working Hours: Monday – Friday 7 A.M. to 7 P.M. Saturdays – 9A.M. to 5 P.M. Sundays and Holidays – No Work Allowed -Provide as-build architectural and engineered plans before occupancy. -Recommend a meeting with staff for 30, 60 and 90 percent before submitting for building permit. DATE: 6/6/2022 TO: 6200 Interlachen Blvd, Owner and Development Team CC: Cary Teague – Community Development Director FROM: Mattias Oddsson, Engineering Intern Zuleyka Marquez, PE, Graduate Engineer RE: 6200 Interlachen Blvd – Conditional Use Permit Review The Engineering Department has reviewed the subject property for pedestrian facilities, utility connections, grading, flood risk, and storm water. Plans reviewed included civil, landscape, and survey drawings stamped 5/12/2022 Review Comment Required For General 1. Deliver as-build records of public and private utility infrastructure post construction. Certificate of Occupancy 2. Maintenance of sidewalks to be responsibility of property owner. General Comment Survey 3. An existing and proposed site condition survey is required. Grading/Building Permit 3.1 Show all existing and proposed public and private easements. Grading/Building Permit Living Streets 4. Design sidewalks to meet ADA requirements. Grading/Building Permit 5. Consider extending sidewalk on the east side of existing west parking lot to serve all accessible parking stalls. General Comment Traffic and Street 6. Review fire access requirements with fire department. Fire truck turning template attached. Grading/Building Permit 7. Waterman Ave was milled and overlaid in 2021. Avoid any damage. Damage to be repaired per standard plate 544. Certificate of Occupancy Sanitary and Water Utilities 8. Verify fire demand and hydrant locations. Grading/Building Permit 9. Domestic water shall be sized by the developer’s engineer. Grading/Building Permit 10. Domestic sanitary shall be sized by the developer’s engineer. Grading/Building Permit 11. Apply for a sewer & water connection permit with Public Works. Prior to Starting Utility Work 11.1 Meter required for building service line and combined lines. No meter required for fire only service line. Grading/Building Permit 11.2 Public Works to determine acceptable installation methods. Grading/Building Permit 12. Disconnected sanitary and water services to be capped at main. 13. A SAC determination will be required by the Metropolitan Council. The SAC determination will be used by the City to calculate sewer and water connection charges. Grading/Building Permit 14. Single connection from main for fire and domestic, split after main connection. Grading/Building Permit 15. Verified well at 6309 Waterman Ave (owned by Interlachen Country Club). 6201 Belmore La was demolished in 2009 for gold course expansion and has a verified well onsite. Wells not in use must be sealed by a licensed well contractor per MN Rules, Chapter 4725. Provide well sealing records as available. Certificate of Occupancy Storm Water Utility 16. Provide final geotechnical report with soil borings. Grading/Building Permit 17. Provide the proposed lowest opening elevations for the new structures (fieldhouse and lodge) in subwatershed HO_19. Proposed lowest opening elevations shall not be less than 917.4’ Grading/Building Permit 18. Provide net cut/fill calculations for grade changes in subwatershed ML_31 below the elevation of 916.2’. Some fill shown on Exhibit 2 of the stormwater management report. Grading/Building Permit 19. Provide details for the proposed permeable pavers. City of Edina considers permeable pavers impervious until mitigated with sufficient below ground storage. Confirm permeable pavers are included in the impervious surface calculations. Grading/Building Permit 20. Provide hydraulic and hydrologic report meeting watershed and state construction site permit requirements. Grading/Building Permit 21. Submit watershed district permit and copies of private maintenance agreement in favor of watershed. Grading/Building Permit Grading Erosion and Sediment Control 22. A SWPPP consistent with the State General Construction Site Stormwater Permit is required. Grading/Building Permit Constructability and Safety 23. Construction staging, traffic control, and pedestrian access plans will be required. Grading/Building Permit Other Agency Coordination 24. MDH, MPCA and MCES permits required as needed. Grading/Building Permit 25. Minnehaha Creek Watershed District permit is required. Grading/Building Permit Sustainability 26. Consider installation of electric vehicle chargers for a minimum of 5% of additional proposed parking and wiring an additional 10% for EV conversion in the future. General Comment 27. See Sustainable Design Questionnaire for additional considerations, including: • Utilize Xcel Energy’s Energy Design Assistance or Energy Efficient Buildings, and/or CenterPoint Energy’s Builder and Developer programs for this development to optimize building performance. • Install appliances and equipment that are Energy Star or EPA WaterSense certified. General Comment INTERLACHEN COUNTRY CLUB 6200 INTERLACHEN BOULEVARD • EDINA, MN 55436 Club (952) 929-1661 • Fax (952) 929-7720 • interlachencc.org Date: May 13, 2022 To: City of Edina From: Interlachen Country Club Subject: Explanation of Request (CUP) Dear City Officials: Interlachen Country Club (the "Club") is applying for a new Conditional Use Permit to improve our existing racquet facilities and related amenities. Our plans include a new Lodge (restaurant), fitness center, and racquet courts, including two covered tennis courts. The improvements are on the site of our existing Lodge and racquet courts, with modifications to the southside driveway (formerly part of Waterman Avenue). Background: Founded at its current location in 1909, the Club encompasses approximately 170 acres, including more than 150 acres of green space. In addition to golf, Club members enjoy aquatics, racquet sports, fitness, winter activities, and multiple food and beverage outlets. The Club's membership includes 820 families, of which more than 70% reside in Edina, and the Club employs more than 325 people during the summer season. The improvements are part of a golf course and facilities master plan approved by our membership late last year. The master plan addresses ongoing member demand for amenities, eliminates several deferred maintenance items, and positions the Club among the preeminent private family clubs in the country. The improvements will be complete ahead of the 2030 U.S. Women's Open when the Club and City of Edina return to the international stage. Existing Site: The existing site has been home to the Club's racquet sports and winter skating since the 1950s. It includes: 1,900 square foot Lodge (multi-use space for dining, gathering, retail, and locker rooms) 4,000 square foot event lawn Five clay tennis courts Two hard tennis courts, which double as pickleball courts Two platform tennis courts The clay tennis courts are the site of hockey and skating rinks in the winter. The current Lodge was built in 1980 and is well past its useful life, and the tennis courts have not seen significant upgrades in more than three decades. The landscaping on the north side is also due for replacement. INTERLACHEN COUNTRY CLUB Proposed Site: The proposed plan includes: A new 15,387 square foot Lodge (restaurant) A new 17,423 square foot fitness center Five new outdoor clay tennis courts Two new covered hard tennis courts Two new outdoor pickleball courts Three new platform tennis courts The clay tennis courts will continue to be the site of hockey and skating rinks in the winter, and new landscaping, modern lighting, and professionally designed sound will enhance the facilities for nearby residents. Lodge: The Lodge is in the southeast corner of the site. The Lodge's main level includes a casual, family-focused restaurant, including a small bar, dining seating, kitchen, restrooms, and a covered and uncovered patio that provides additional seating for outdoor dining. In addition, a 1,200 square foot lawn will allow small gatherings and additional green space. The lower level (basement) has a team space and provides room for future buildout. Fieldhouse: The Fieldhouse is in the northeast corner of the site. The Fieldhouse replaces the existing fitness center in the main Clubhouse, which is significantly undersized for its use. The main level includes a grab-and- go café, cardio area, weight training area, and two indoor group fitness studios. The lower level (basement) has locker rooms, youth space, offices, and a third group fitness studio. Outdoor Courts: We positioned three of the five new clay tennis courts on the northwest portion of the site, which allowed us to relocate the two new pickleball courts as far interior of our property as possible to reduce any pickleball noise concerns. The platform tennis courts run alongside the north portion of the site, 20 feet south of the current tennis courts on the northside. The platform courts sit at grade, lowering the total height of the courts and lights by approximately four feet compared to the existing courts. The elevation change, combined with improved lights and landscaping, will further reduce light pollution and glare on neighboring properties. The remaining two outdoor clay tennis courts are on the site's south side near our existing event lawn. Covered Courts: The two new covered tennis courts are on the southwest portion of the site. The central location on our property is more than 200 feet from any neighboring properties, more than two times the 95 feet setback requirement. In addition, the cover is designed with similar features as our other structures on our campus to blend and complement our other facilities. We are seeking a variance to achieve the necessary height for tennis; however, the cover is only 38 feet at its highest point. For reference, our Clubhouse is 52 feet at its highest point, our Golf Shop is nearly 37 feet, and as you know, residential construction in Edina permits houses up to 40 feet. Additional details regarding our variance request are in our Variance Application. INTERLACHEN COUNTRY CLUB Neighborhood Considerations: The Club prides itself on being a good neighbor, and the proposed plan considers input from nearby residents. The Club invited 20 residents who own property on Waterman Avenue, Interlachen Boulevard between the Club's main entrance and Blake Road, the south side of Maloney Avenue, and the east side of St. Johns to an informational meeting at the Club on April 25, 2022. A copy of the invitation letter is enclosed. While only five residents representing three homes participated, the meeting was positive and productive; we gained valuable feedback that, combined with input gathered over the last year, led to adjustments to our original plan, including: Increasing the landscaping on the northside; additional coniferous trees. Investing in building materials for the tennis cover to match our existing buildings; instead of a bubble structure. Moving the pickleball courts from the southwest corner to the northeast corner of the site; the new interior location will further reduce potential noise disturbance. Hiring a sound engineer to design a new sound system that significantly reduces sound dispersion from daily music beyond our property compared to our current system. Engaging a sports lighting professional to design the court light specifications to further reduce light pollution and glare on neighboring properties. Screening: The landscape plan includes several evergreen trees on the northern property edge to screen the facilities from the north. The plantings will be as large as we can obtain and maintain. The plan impacts 40 trees. We will make an effort to move affected trees to different locations if possible; the landscape plan exceeds the City's requirements for coniferous and deciduous tree replacement. The Club's adjacent properties will also preserve a significant buffer between the Club's facilities and residential properties to the west. Lighting: The lighting plan greatly reduces light on neighboring properties and eliminates glare. The Club engaged Sports Authority Lighting, a sports lighting design consultant that has completed more than 1,000 similar projects, including Highland Park, Arden Park, and Cornelia School Park hockey and skating areas. The extended light scans verify that the lighting at the residential property lines is less than Edina's ordinance for lighting at residential property lines (i.e., not to exceed 0.5 foot-candles). Noise: The operation of the existing facilities complies with Edina's Noise Ordinance; however, the proposed plan will reduce the dispersion of daily music sound to neighboring properties. The Club engaged Midwest Americom and a Certified Technology Specialist to design the new sound system. The Club will program the audio system with a limiter and time of day scheduler to adhere to Minnesota noise statutes. The exterior property line control zone has stricter (quieter) limits at the appropriate time of day. INTERLACHEN COUNTRY CLUB Noise from other activities is consistent with current, longtime uses and similar to other private and public parks, racquet courts, and skating facilities throughout Edina and nearby. Residents on the site's south side have not registered or reported any complaints about platform court noise. In addition, the facilities, including the tennis courts, are 20' south of their existing location, creating an even greater buffer for visibility, light, and sound. Traffic and Parking: We do not expect the improvements to have a measurable impact on traffic or parking since our membership size is the same; membership has been full since early 2021. There are no changes to our west parking lot. Environmental Considerations: Stewardship is one of the Club's core values, and it is important we are good stewards of the environment. We have taken several steps to ensure this project has a neutral or positive impact on the environment around us. The project meets the City of Edina and Minnehaha Creek Watershed District requirements for stormwater management, erosion and sediment control, and wetland protection, including rate control of the stormwater from the site and treatment before discharging into the public storm sewer or waterbodies. In addition, the plans maximize the use of green infrastructure, including permeable pavers, within the project area. Thank you for reviewing and considering our application. If you have any questions or if we can provide any additional information to aid in your decision-making, please do not hesitate to contact me at jlivingood@interlachencc.org or 952-924-7401. Respectfully, Joel Livingood General Manager and CEO • Date: May 13, 2022 To: City of Edina From: Interlachen Country Club Subject: Explanation of Request (Variance) Dear City Officials: Interlachen Country Club (the "Club") is applying for a height variance to cover two tennis courts. The cover is a part of a larger improvement project on the site of our existing racquet sports courts and related amenities. CITY OF EDINA Cover Overview: • 12,800 square feet • Not more than 39 feet at the peak (the current design shows 38.3 feet ICANNING DEPARTMENT • Materials to match other buildings on campus • More than 200 feet from the nearest adjacent property line Conditions: We believe our request satisfies the conditions outlined by Minnesota Statutes and Edina Ordinances. Relieve practical difficulties in complying with the zoning ordinance and that the use is reasonable: The site is used for tennis and other recreational activities today and has been for several decades. The standard height requirement for covered recreational tennis is at least 29.5 feet clear from the top of the net. Unfortunately, while allowed under the residential and commercial code, accessory buildings on sites governed by a Conditional Use Permit are limited to 20 feet, making covered tennis impractical without a variance. Correct extraordinary circumstances applicable to this property but not applicable to other property in the vicinity or zoning district: The extraordinary circumstance of this property is the Conditional Use Permit height restriction of 20 feet for non-primary buildings. Properties in the nearby R-1 zoning district are permitted to be up to 40 feet tall. Currently, there is a house under construction approximately 350 feet west of the Club's property at 6316 Waterman Avenue that is 40.25 feet tall in the back. Be in harmony with the general purposes and intent of the zoning ordinance: We understand the purpose and intent of the ordinance are to require accessory buildings to be shorter than the main buildings on the site. The proposed cover is approximately 14 feet shorter than our primary building, the Clubhouse, which stands 52 feet tall, and is similar to our Golf Shop, which stands nearly 37 feet tall. INTERLACHEN COUNTRY CLUB 6200 INTERLACHEN BOULEVARD • EDINA, MN 55436 Club (952) 929-1661 • Fax (952) 929-7720 • interlachencc.org MAY 1 2 2022 • Opaque cover (no light trespass or glare) Not alter the essential character of a neighborhood: Maintaining the look and feel of our campus and the area's character is important to us. We are investing in high-quality materials to match the look and feel of our existing campus instead of a bubble structure or other more commercial feeling options. We also located the cover in the center of the site to maximize its distance from adjacent properties. The cover is more than 200 feet from the nearest property line and will not cast any shade on a neighboring property. A site map showing the cover's setback from adjacent properties is enclosed. We also want to note that our plan lowers the site by approximately two feet in the location of the proposed cover, effectively reducing the height of the new building from 38' to 36' compared to the existing grade. Thank you for reviewing and considering our application. If you have any questions or if we can provide any additional information to aid in your decision-making, please do not hesitate to contact me at jlivingood@interlachencc.org or 952-924-7401. Respectfully, CITY OF EDINA Joel Livingood General Manager and CEO MAY 1 2 2022 PLANNING DEPARTMENT INTERLACHEN COUNTRY CLUB -TI-AIS PAGE IS INTENTIONALLY LEFT BLANK CITY OF EDINii, MAY 12 2022 PLANNING DEPARTivirl:siT cls Project Team: Owner: Contact: Email: Phone: Architect: Contact: Email: Phone: Civil (Survey): Contact: Email: Phone: Landscape: Contact: Email: Phone: Interlachen Country Club Joel Livingood Jlivingood@interlachencc.org 952-924-7401 Shea Nick Windschitl Nickw@sheadesign.com 612-594-4236 Short Elliott Hendrickson Inc. Lindsey Roberts McKenzie, PE Lroberts@sehinc.com 651-765-2956 Damon Farber Chuck Evans, PLA Cevens@damonfarber.com 651-216-6115 CITY OF EDIN,' MAY 1 2 2022 PLANNING DEPAR-1:v!EM INTERLACHEN COUNTRY CLUB 6200 INTERLACHEN BOULEVARD • EDINA, MN 55436 Club (952) 929-1661 • Fax (952) 929-7720 • interlachencc.org THIS PAGE IS INTENTIONALLY LEFT BLANK CITY OF EDINt, MAY 1 2 2022 PLANNING DEPARTMENT CSC Property Address/Present Zoning/P.I.D. #/Legal Description: 1. 6200 Interlachen Boulevard Edina, MN 55436 a. Zoning: R-1, Single Dwelling Unit District (CUP) b. PID: 3011721140052 c. Legal Description: That part of the S 330.00 feet of Block 23 Mendelssohn lying East of the West 123.00 feet thof; also the Nort 84.00 feet of the South 330.00 feet of the West 123 feet of said Block 23 CITY OF EDINA MAY 12 20.2. PLANNING DEPARTMENT INTERLACHEN COUNTRY CLUB 6200 INTERLACHEN BOULEVARD • EDINA, MN 55436 Club (952) 929-1661 • Fax (952) 929-7720 • interlachencc.org THIS PAGE IS INTENTIONALLY LEFT BLANK CITY OF EDINA MAY 1 2 2022 PLANNING DEPARTMENT April 11, 2022 Dear Neighbor, I hope this letter finds your family well! Planned Improvements: As you have likely heard or read in the news, Interlachen Country Club plans to improve our existing racquet facilities and related amenities beginning in summer 2022. Our plans include a new Lodge (restaurant), fitness center, and racquet courts, including indoor tennis courts. All the work takes place on the site of our existing Lodge and racquet courts, east of our new parking lot. Informational Meeting: I want to invite you to an informational meeting on Monday, April 25, at 5:30 PM to learn more about the project, ask questions, and share any concerns. Please RSVP to me via email at jlivingood@interlachencc.org or phone at 952-924-7401. If you cannot attend, I would welcome the opportunity to connect with you at another time. Parking Project Update: I also wanted to take this opportunity to provide an update on our practice range and parking lot project. Unfortunately, we could not complete all of the work before the onset of winter last year. However, our crews are ready to begin work as soon as weather conditions and road restrictions allow. We anticipate that the remaining paving, gate installation, and landscaping will be complete by the end of May. We appreciate your patience through this process. If you have any questions or concerns, please do not hesitate to contact me. Sincerely, Joel Livingood CITY OF EDINA General Manager and CEO MAY 1 2 2022 PLANNING DEPARTMENT •Yrri 444 INTERLACHEN COUNTRY CLUB 2022 CAMPUS MASTER PLAN SITE PLAN O • 6301 1.131.011011 AVE 5421 1231011E0 AVE 6131 1303011E5 AVE FEE 1211 55343 E131153 /3111 55303 EDINA 11/1 55113 ICC OWNED RENTAL HOUSE ROUNDABOUT SECURITY GATE O PRACTICE GREEN • STORMWAT El? MANAGEMENT 0 WEST TLE_ BOXES O PRACTICE RANGE ea SI IRFACF PARKING O NEW TENNIS COURTS, (5) CLAY, (2) HARD O NEW TENNIS COURT COVER • NEW PICKLE BALL COURTS (2) • NEW FITNESS CENTER • NEW FLEX LAWN • NEW RESTAURANT PATIO O NEW RESTAURANT 0 0 GOLF PERI °WANG CL.N.L OF EDINA 4/1 PRO SHOP Utt Y • POOL CAFE O POOL HIJILDIN( PLANNING DEPARTMENT O POOL O CLUBHOUSE O LOADING DOCK • Pool 0IAI)F Mt IL 7 I IRF 25' 50' 100' LEGEND L.. EXISTING • NEW MAY 1 2 2022 CO NEW STRAIGHTENING OF PIRVATE ROAD (FORMERLY WATERMAN AVE.) O NEW GREEN SPACE + PARKING SPACES O NEW HOCKEY RINK • NEW FIRE PIT & LOUNGE NEW PLATFORM TENNIS (3) BB • CART PARKIN( - a •;•`1 T4-'•- mi,lillr---z-l*4' '- \k-41' sittaaribeyik ni thzi/f//er4 _ -,----,, 4, ---vips .. ,,..... lif-j4 4\b1 \k 4\ ,I'0 11420 FAIsialaNsia i :..pierilIN MI -, nil og III TilliEle 1.• CITY OF EDINA MAY 12 2022 PLANNING DEPARTMENT I: CITY OF EDINA MAY 12 2022 PLANNING DEPARTMENT 10 South Eighth Street Minneapolis, 01155402 1612 339-2257 1 612_349-2930 sheadesign.tan weed PP INTERLACHEN - SITE WORK 6200 RENOVATIONS 6200 INTERLACHEN BLVD. EDINA, MN 55436 St, (1. 1 1 RAIFORD/ COULT FUITO0.1.1 COTT ) EnSirK, PROSI1Jr VADRA 0,0 1 TL-•4„ 8566.01 2022-05-11 J6/6111611 ANON NW 11014 STRIPA,. MP. PITMANS, V MOM SAT PATIA. VIA. OS LAMA P. OR.TI SARA/NOT ATII ROOM A RAT LLANO VIM VAPS TNT( I.P.,TATTI, Oa.. 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DEMO FLOOR KEY NOTES NO DESCRVTION REV 1 REMOVE ND SALVAGE MOM MOO SIGN 0-D.10E0/MATT. AI RS EMMEN 2 PCl/CM NCB 6 Gut TER N ITS un MN TO THE APHICTIMATE EXTENTS SNUAti SAWCUT MORENO. TO NEAREST .01, SAWCUT AM REMOVE NIUMNOES PMEICNI N ITS ENTIRETY TO TM AFPRONMATE EXTENTS MAW MI/O& TREE NITS ENTIRETY AWACS SHAM 4 REMCVF STORM SEWER IN RS WIMP! TO THP EXTENTS WAHL EMI CM THE CITY Of EOM SINIDARDS AND SPECP F AIN. a REMCVL LMS1103 UNDERDRO/110 ILL/PHONE LEA. 9 REMOVE GLENN GAS LIE BACA TO SONICE 10 REMCM OUSTING FLOWN TN ITS ENTIRETY CCIALOPMAIN BELOW CAVE FOENDATIONS I REMOVE AND SALVAGE ENLOE REL0o,11 AS DRAWNGS INDICATE 11 REMOVAL AND SAJNAGF ARBOR STRUCTURE AM ASSOCIATED STRNG ENNIS. RELOCATE AS CRAYONS., POCATE 1I REALCM AND SALVAGE CON:RENE TONE TABLE COORDINATE LOCATION MTH CONT. IL REMOVE TOCAS COCA PI ITS ENTREN. REmCVE AND SALYOM FLEE AND PROTECT/FE NETTING IN ITS ENTIRETY IL REMOVE BULLING PT ITS ENNIEN.NCLUDING EATERIMI STAIRS OvEFINNIGS. FOOTNGS AND VA, IffLIT ES. 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WARMS FOR MORE WO. 2 STUCCO WALL STMEAT SCE CE1 ALS 104 40RE. ha 0 3 SICREFROIR GIA79.3 / DOOR OFFING REFER TO SCHFCU.E MO DETALS. 4 EXTERIOR TIGHT FIXTURE. REFER TO 1151411061 KIM MID TIGHT FRIURE SC.IESOLL. 1 EXTERIOR SIGTIAGF PUOUE II 0114EITS114101130 5-IEA , 00..0 105 STEEL CMIERSAALIDOWILSPCUT ST5I01 MD 9410 0-1.49ME 4 REFER TO CI& °TIMMS 7 14121119.41300RD.SEF OFTALS FOR MORE P400 8 WO IRP.4 BOARD. SEE DETAILS 103140141 040. 9 1.6 TM BOARD SEE DETAILS FOR MORE TWO II TALLNORK CVSI011 CABAETRY. SEE ENIARSLD PLANS 8 OVALS. 11 DSCORATNE CORSET. SEE COALS FOR AKRE IWO 12 PUNTER BEM SEE COALS FOR MORE Pt 0. 13 15000 STRJCTUR41 FRAMPIG 14 METAL ROOF STSIEV. KEEP 10 PETALS 0 OR V.IRE MO. IS CO-111.P.1 I WOOD ORCIT SEE DETAILS FOR 1/CRE 0(0 17 FREPLAa. 0.19...E1r. SEE DUALS TOR MORE PEO. TO IMORATNE STEEL CH1.1.t1 POTS. REFER TO IFFLE-2) 19 STONE PO WALL /.101ATEOCLOCr. FFICV1OF BtOC14940 8 POWER _ 21 PPE BOLLARD. SEE AIL f 015011 INF 0. 22 211.1. 23 CARD READER 24 ADA POWER ASSIST I. OCA110.4 25 110SE BEI LCCATIC0 REFER TO DESIGN ASSIST LEP FINISH SCHEDULE - EXTERIOR 0154.R1103. ALUM I STOREFRONT GUMS STSTEL4 21 10152 OPER. E 111.030W GI ATM SYSTEM PRA 2 EXTERIOR 131:1. (TO 1011. OIG/ CIO,: 2 IKCCRATIVI. CO,CR,IE 8113.1 EXTERIDR TRP.1 BOARDS FWD, EXTERIOR OFCCRATta A003 RRACI.FT EWO-3 EXTERt311,1114DOW PLAUTFA PDX FRE-1 MAWR. GAS FIREPLACE - ExTERSOR HDWR.12 STEEL SAFETY POLLARD IN GROU1131 MATCH [14511) 1IDAR-14 EXIEMA CLOCI, ERACA 8001.1 ARCH TECTUR4t. FBERGLASS AS,. SHMLES 0.40000e0 ROOF-2 VET, ROOFING ST51111, COOCEALED FASTE,,ER CLASSIC COPPER SI-8 EXTTAIOR SIDOE VENEER 60% MISSION SPR ASS/66, TUSCAN BUILDERS WS-1 STUCCO EvqnsuRE SOLUTION 0441 CH CLUP-1,11E.L EXTERIOR ELEVATION NOTES I COORDINATE ,1011.11.CHATIE.14.. EILC1F4CAL, PLUITSPIG AND STOWAGE DRAWPOGS FOR All PENCTRAT U.S 1181041411 TM EXIERI3E1 ENVELOPE 2. SEC EUECIRICAL °HAMM FOR EXTERIOR 1104,114 LAYOUT. 3. BJLD..GSK.A'A3 ARE UUDER A SEPARATE PERIM PhD NOT PART Of TACT 01.0. 01/31 V. GC. 10 FROME BLCC41110 MD POWER 00110/1 SIGNAGE -GC. TO COORDIKATE MDI VEITDCR 0/113 DRANTM. 4. 2E01 VET *OR TO FRSMDE WPM ON GLUM_ 5 ADDRESS SISIT LOCATOR MST BE FLA., WEI F A00 TEGIS.F 000,1 PRAWN OR ION 0010-M4.S 14104. CONFIRM W/ LOCAL AUNDRRES. 6 MUTT KNOX PDX P.' PROVE GOADS. OONFIR,.1 (NAST LOCATION MTH FRE VARSTIALL 7 FRO/OE CCTITRO_ Joras AT ML COLOR MD MIS, 1.7A7111.41 19.4.1.51113113 84424101. 21002E SAW SWAM. T 60, R.3:1 PAR‹ 401 EXPRESSO PAM 110 011. .11 304ti KARL 641 WATCH CLUE1,ME 1130.5%) 11E51E101RM CEDAR • 303044 FAWN CEDAR PLANNING DEPARTMENT CITY OF EDINA MAY 1 2 2022 61 " tT BP-5 24,11 16,10. SCALE 1 1/7 = 1,0 1 , j r 0 OMEINE ” / 0 . I 1.. O. 0 ilit, 0 # D O ,-10 f , 1 mans. A OC> 74245 INTERLACHEN COUNTRY CLUB RESTUARANT LODGE BUILDING 6200 INTERLACHEN BLVD EDINA, MN 55436 as INTERLACHEN COUNTRY CLUB 6200 INTERLACHEN BLVD. EDINA, MN 55436 O 00 0 16.2 220 .1 0 1,r ULM ..,EF FORT". NOTES DIVS, FTC. 4T T.O. EV POTS EL 120 5' CO RR POT PG R. 1,1101134 1.1.301T 0301E1 BATE OR AMP 1to 17:6A9:.0 I 40 1.1 INI ADM, 1RFO IPOTRRE 146 OF 14 STATE Cr URNT,011. 00440 Siva • 11.1111 SEAR. 212248-04 D Il G9.011 12282 .17 564,441 Im FLAS-1040 WOOD 510015/ 0 FSERGLASS PISULA1101: MID 0451 V.113.0103522440/ KIM TAPE LATH D41.427AGE PLANE (11m.r.) SORATC1 COAT OD I BROWN coAT STUCCO 11781 5,1_901 /DOD 101.1130 V EXTERIOR WALL SYSTEM DETAIL 10 South 0011th 5100 lAnneapots. PAII 55402 1612 339-2257 1612_349-2330 sheartesign.com cons..le SWIM EXTERIOR ELEVATIONS RM 6 1 /2' 2 MNI ,AEI 10 South Eighth Street 1.1nneapo0s. MN 55402 t 612 339.2257 612_349-2930 sheadesIgn.com PLANNING DEPARTMENT PIIRMFM INTERLACHEN COUNTRY CLUB RESTUARANT LODGE BUILDING 6200 INTERLACHEN BLVD EDINA, MN 55436 HMN CITY OF EDINA MAY 1 2 2022 L / I MAN Ictk crJ LEVEL O O O O 130 24.5 ID 10 20-10 T.O. CleallET POTS EL 125.6 0615. SLR .10 FOR GP. 150TES OIL. ETC I 0 C4 TIS /R1 or IN-2 200 01 0 I I -I 7 c0 I# 170 ILMI-11 LI 158 53-0 200 6'. 17 9 trt TO DMINFT ROTS EL 120 OOZE SLL 3 AN 0 FOR TN. NOTES. DNS. VC 110067 NM. IN4T SD FIG myirAno, .1119n Ills M1/0,2 Fr ADLR.J. 1 C1574970014441041101240 NR11211$O FIECIIFOFRDE LANCET TE 'TAG ,1111991010. 044 2 A shm 4 Nium .104E 47.41101 Mean 00014 8566.03 2022-05-04 Ran JF ORIN HS/SO EXTERIOR ELEVATIONS 5974414 0• 0 EMI GUM MUM " 40-7.tt°' 0) I V Te l\'~105y IFP ® EXTERIOR KEY NOTES OPT ALL 6(010166 MAY BE U5510 C. DIG 511-a-T) NC DESCRETICII DO I 0.0VGAREI ROOF TRUSS STRUCTURE REFER TO SIRUCTL RAE DRAD0215 FOR GOFE 9(0 2 STUCCO NALL STSILN FEL [EINES FOR MORE KO STCAEFROSR GUMS 4 DOLJOOK0e. RFFER TO SO-EDGE ANO [EMILE 4 EXIT.. LIGNT FIGURE REFER TO LUND. P...4.55 AND LIGHT ForTuRE SCEOLAT_ EXTERIOR SILI444GF PLAQUE Br OVERS TIMousu ((A 6 SE.ILESS STEEL[ uTIERS AND 170wilSECuT Sr...ED!. LMAT,CL MGM REFER To CML DRAWINGS 7 1,12 TR. BoARD SEE Cw-rAls N. NO. KO B 1410 TRIM BOW.. SU DE1AS TOB STORE KO 9 1.6 MI B04r0 SFE DETAILS FOR NoRE 0,0 M ULIWOML MAIO. CABAETRY SEE ENLARGED PLANS 6 OVALS. II EIScolGTNE Corea DEEMS FOR INTO 12 E O. PLANTER EMX.SEE CEIALLS 44.1... 9* O. IS 1.00 STRJCTLFIAL FRAUNG 14 METAL ROOF MEI, IL-TERM OETALS TOR MORE E.G 0. 15 CO.D54 IS GOOD Mai SEE MAI S E09 MR; PHT. II DREAM' CLIME, SEE DUALS TOR MORS 140. II 107-CORATNE STEEL 01441.45, POTS. R TO TREF] _ 19 SIPE 20 WAIL WANTED CLOCE FRC OC .6 FOVEA 21 FEE BOLLARD. SEE DETAIL I OR FIORE BIF 0. 22 ERICK DI CARO WADER. 24 ADA FDHER ASSET L OCATKM 25 HOSE BS LCCATED REEVING DEsr.4 ASSIST 51 E A 1.5740910 MONO. 0ARK ERDAIE T 025 R.03 EAR< 405 1X0115.50 DARK ONYX VAN LONE PEBBLE 641 VATAI CLUMMUSE 9.7755) wEsTERI2 REO CE C414 Ro (LH 5.911 CETA9 IATCH (E40-1) BLACK BARMS000 CLASSIC COPEUI 509 PASSICe. SPR 4,41505 TUSCAN BUILDERS usICACURADITEL I COONON41C4NIH MOW., ELECTRIC, ELLWOOD NO 5IC(40E1.4.005 FOR ALL PEVEMATONS ITEloUGH THE EVERY. EINELOPE 2. SEE ELECIMCA5DRAYING5 fOR MEMOS LIGHT/. LMOUI. J. GELD!. FIGNAGE ARE UNDER A SEPARATE KRIM AND NOT PART LIE OM FLAN 0061540. GC. TO PROVIDE BLCCX9.A.3 POWER FOR ALL 5.41AGE GC. To COORDIACE WITH VEILOCR MLO ORANTIGS. 4. Er. VENDOR TO FROVOE NUL 0f1 GLAD. 5 AOBRESS SOI LOCATOR) AN/51 BE FLAW/ 11.361.F NO IFGELF FROM PRIMARY OR MAN 0010 .021 14*-1 MUFFIN Vo LOGI/ ALITHORITES. 6 MVP 4406 BON O.' MO,- GRADE. CONFIRM FORT 1000110.1 VAN FF. MAISMAIL 7 PROW. [COMO. JOINTS AT AIL COLOR 010 FTRI.1 MATEP141 FINISH SCHEDULE - EXTERIOR EXTERIOR ELEVATION NOTES 2.7 DEKR ETTA ALUM I STOREFROUT GLAZING MSIELI AGRI( oPFRAGE MOON GLATT.G STSTEIK BRK 2 60110230 EDI. GO VAT. ODI CNC 2 OSCCRAINE MEM FO1ERI141 TB. BOARDS .513-2 FOEMORDSCCRAINE W009 E.R9C1FT EVO EXTFJ1/01M5110074 PLANTER EOM MEL NATURAL CAS FFEMACE EKTERIOR 513.14512 511E_ SKEIN BOLLARD (1.4 GROLAMJ 110010-I1 EKTEIVORC_OCk ROOF-I A10ITIEC1UK5L TDERGLASS AS.ALI SHINGLES R009-2 VETA5 ROOFTG GWEN • CCNCEALED F45TE5S11 ST4 [GERM 5101( MEER OS-I SIUOCO ENcKosurG SOLuDON INTERLACHEN COUNTRY CLUB 6200 INTERLACHEN BLVD. EDINA, MN 55436 EXTERIOR ELEVATION - SOUTH SCALE 1/4' = 1,04 EXTERIOR ELEVATION - WEST SCALE. 1/4 = A211 1TP 0 0 0 0 0 4 1104 I 14 4 I MMI I E101140 1-‘11 rya, C) 0 0 CO) 0 8 1. 251 8566.01 2022-05.11 IAV <ru, JFAMIIW F/5514 UP I ITP 1 PS 1 1 TAP. 11. EXTERIOR ELEVATION - TENNIS COVER - SOUTH SCALE. 1/8' — 1-0' 0 EXTERIOR ELEVATION - TENNIS COVER - WEST I IAP I ASCIA AO 1 1TP 0- I 1TP '11 OP I I H EAU4 I EXTERIOR ELEVATION - TENNIS COVER - NORTH SCALE 1/8' = 1,0' TO RIDGE 138• T.O.WALL LL. 113,21 RAV GOWER COLOR TO MAT5P1 TIP. GRADE IL Pr EXTERIOR ELEVATION - TENNIS COVER - EAST SCALE 1/8" — 1'-0' EXTERIOR ELEVATION NOTES I. COORMAIE WITH ARD-0211CAL 1.1..ELIFOCAL PIAPASPIG ND SIGNAGE BRAVADOS FOR ALL PENEIPATORS THROULIN THE 0/10032 ONELOPE 2. SEL LLECIRTAL DRAP•TIGS FOR LPILBATIA LIGHIFIG LAYOUT. 3. BJLD12.0 513,1,SE ADO AWI,P7CS APE MO/ERA SEPAPATL PERMIT /4110 N217 PART OF 7111S PLAN REVEW a C. TO FRONDE BL0041413 ARD PLY/ER FOP A.L.SITIAGE - GC. TO OXRDPIATE WITH VEIDOR ARO DRAWLS. 4. SIGN VEHTOR TO FRONDE WITS ON GLAZP2G. 5 ADDRESS SG11 1. OCAT1011 MUST BF RAD, NSW F MO ITGELF FROM PRP4A00 OR MALT ROAD - DPI. SRI.. CLITIR5110/ LOCAL AUTHORBES. 4 1.1CUIR NUM 40% AD ABOVE' GRADE 50I/FIRM MST LosAno, WITH FIRE LIARS/11AD 7 PRITillf CCUT110. !OPTS AT AI l cot. MID FI1E-11401FRIAL TRARSIT1371S FINISH SCHEDULE - EXTERIOR ALARA OFSCADTKII1 01111,1 510PIEFROf11 CLAUD ST57E11 C.CAND1 DECORATIVE 00•10RFTF LVD 1 WIRTH IRPA EMARDS ETD 4 SERUCTURAL IRIBLELS FE-1 FE//CrEePE 1 FE.2 LUKE TYPE 2 01-1 EVE11101 OWING IOWA 12 STEEL WHY BCC.° Uli GROUND) lilt-I NET 'ME 1 P/02 NIT TYPE 2 (CABLE) PA0-1 PATTERED PAYERS PAU a PATIERIFED PAVERS F.SX-1 MAUD CULFEr • PA;k1Fakl FIN, FIAT.0,1.1 TENNIS efFVU RV -2 F.1) 0.1 TEEM (11: USED) ROOF-I ariculTEC71.1.1. FEM.,. ASPIVVF ...LES 00102 VE 1AL NOCP NC SYSTEM C014 .F01254E1.5 5F/1 DU FEATSIF - WATER ;CUM. Si 2 VIE 2.12/117- - FRE FEMUR,. SF-2 SUE FEATURE - FRE TABLE SCO 1 500 TE10-1 PM-IRU CIAYCOU.), TFM1S TE10-2 YARD COURT -111.111S IOW-1 TUFF WS-1 MIL SISTER- I W52 WALL SYSTEM- 2 - POITCARBORAIL SYSTEM 0I EXTERIOR KEY NOTES 0007 ALIKTITOIES MAT BE USED ON 106 SHELD EIESCRPILIN AO. I FAUX MAWR- RJOF ASSEVELT 007ITPAFS BLIT. 2 ODWASPODT - 001.0f1TOMATDIALUVAI COWITAJOUS RAN GUTTER- COLOR TO MATCH ADIWI CITY OF EDINA MAY 1 2 2022 NNING DEPARTMENT P 10 South Eighth 50111 1.5011eapolts. MN 55402 1612_339-2257 1612_349-2930 sheadesIgccom ,4005 INTERLACHEN - SITE WORK 6200 RENOVATIONS 6200 INTERLACHEN BLVD. EOINA, MN 55436 as INTERLACHEN COUNTRY CLUB 6200 INTERLACHEN BLVD. EDINA, MN 55436 LAY 11.14510EPITITAAT THSRM EPILIFLVITA IRBIDDNAS P21.P/f. DALaiLI.IXRMI OFMS),P1C-01.... TMT 12111, DA 1.021311AA2010I VOL 71-f LAAS Of TT Vet L'INALSOLL 1306.1 A Shea • PARTED N. SURA 2422A1524 SAIL ITUIS 000 DESIGN DEVELOPMENT NOT FOR CONSTRUCTION ro. inue4 114,1 EXTERIOR ELEVATIONS - TENNIS COVER A210 WO= 411 Cl —0 PL LL 1.35 3 IC RIDGE C) -7- I 2/120v 1--, I FATA1 FASCIA • MR • • MI NI 0 TIJLLL±LL111 ) 1. EJB WS-1 - EXTERIOR WALL SYSTEM DTL. SCALE, 1 1/2 = Io 10 I () I -I I II J 0 9 -711-1 .1-1 I A FASCIA —RA-41 GUlTER HOR TO NAT 44, SCALE. 1/8. = SEALANT MEL FL/AV-1M SFALATT WOO) TRIM 10 6110.11.1.11 VT PLY. I I2 METAL PAJIEL 1 I/7 GOUT 1100201TAL 'LAT 511.21VELS /LTD STUD IS ) W/ FIBERGLASS r4surAnc8 RICO 135)1 AMR 121 WI J0112 TAPE LATH MANAGE PLNIE 00514 SCRATCH COAT 4104 BROW% COAT (TT, 511)500 DB / 0 Li II ICH o 10)1 FLOOR PLAN NOTES 1. GUMUCIO'S S.11.21E21 111L SIZE AIM ULM& WALVIS MTH ALL EASING CUIDMOSS PRIOR TO SIAII/M1041 OF Do. 2. 1/L COIIIPACICS SHALL 1210L 031.2 NECESSARY IILM4115 MUM 4CL LICENSEES MID COW GTES ND PAY ALL EELS CONTI:CUD DICREWEM. 3. ME a/MAW:TOR AT MITPAE•S SHALL KEEP PREMISES EAU FROM M.510 IAATEFIAL 5 MO RJE2IGH CAUSED SE ME WORK 4. REFER TO 0 tOS5/M: ASSIST MEP. FOP MEC-IA.07AL ELECTILEAL PLUMBING NM SNOW ER LAYOUTS 5 LOCALE EIRE EFT./ 01MERS LIMOUCA IMAT AS MOORED BY COM 6 MI COLT,111:8: or TOE PROILCI COOIRACIOR SHALL WA51 CLEA14 ALL SURFACES MO LEAVE T•10 MAK In. A CLEM/ COILDITIMI 0 I ENLARGED PLAN KEY NOTES 1301 All 0(9110113 MAY BE 01110 DU IRS 522.21) Ill. DESCRIMIDII 1 CHAVAPILVIS STAMM SEAT SEE OFTAL GATE OfIENFOG II EflICMG. RE•USED 'RETAKE LOCATION PLAIMOLS) PESE9 TO LAMSCAPEORAVINGS LA HOSE 813.REFER TO DEEM ASSIST MEP. 6 GLULAAI STENCILAVL CO-US MT, I WATER BOTTLE FLUNG STATIVI 8 FLOOR MAI% MP OCIEATELL MODEL' FUME 1 BOTTLE 111n8G STAMMI 10 ROSH COWEN STEEL 8 DOVITISAOUT LOCATICII. 9 ti OROLIVO SAFETY BOLIN. 817,89•121 9 CITY OF EDINA MAY 1 2 2022 PLANNING DEPARTMENT * * * O PA/ I L--- rpm, Ail S L L L U 0 e O 0 1 ISIMS COVES 1 I HT 1 • * W * W • * W * * • 4. * W • * • 4) W * * • 4. • • * .4, * • • 4, * TOP. 2 1 17,0 12 .21 tr, ENLARGED FLOOR PLAN @ TENNIS COVER SCALE. 116• = .1 r 10 Sot* Bghth Street Minneapolis, MY 55402 t 612 339-2257 1612349-2930 sh ea de Op .0 OM amm. INTERLACHEN - SITE WORK 6200 RENOVATIONS 6200 INTERLACHEN BLVD. EDINA, MN 55436 • OM INTERLACHEN COUNTRY CLUB 6200 INTERLACHEN BLVD. EDINA, MN 55436 sl IIPRB,UFtFYT1ATTGRM.STEMMA LF FLEW 11AS WA. MIL LA LAOUI VI 221:I 3,212eSIM AM 1.1 IAV ADM, OEPLITI1011801 NOM ILE LAPS OE 14 slat ct LOALT013. WAn F5831 NWE SILM1114 2422.5•04 541( 0,015 11150 DESIGN DEVELOPMENT NOT FOR CONSTRUCTION ra. etml for st.mm ENLARGED FLOOR PLAN - TENNIS COVER m I MIGIM EDDA Yeo A110 2022-05-11 8566.01 NW —S J6KMILIW axe 0114.2 12'5 6 xelL7 CERTIFICATE OF SURVEY -for- Interlachen Country Club #6200 Interlachen Blvd. Edina, MN 55436 4.132 N 490 23 6517.2 01117.3 61_ ADDRESS: #6300 WATERN1AN AVE. PID#30-117-21-40-0030 / Area - 25,2213 Wt. (0.58 acres) IOW / Lot 2, Block 1, IAENDELSSOHN-SORENSEN REPEAT, Hennepin County, Minnesota. LEGAL DESCRIPTION 1610153 161117.3 01931.3 x1127.3 1.11337 0•21211 . ms 6.x6mvi ,,,,A5520( " " 3:-.2 -82.37 -.VA.. '' / '02.PLAT) 774-, -61-7.s-al&_r_1\---. _.s.41"":„....,-,-WAC-7.;-"' '.---W1b------- Ytt -1.---- ` , Vehovau, 66.0./ ,,, ..."....". ' 'Xi"..- --...-- -- ."16:11:11;A''. l'__.r...751" 6 . 141:74 ...... 2----x -4.'.-7-4.9 .,;x 1 ,314.2 ....:0 '...-: .,,,,, ---7 .3 : 1, ., . ............. .,..• .- -- -,__ .... ,,-,..6.. _„,, ..-. •-- __ K7.3 .--""-'' 71,21.0 at307 oiit 1 030 0 +9.'4, 11,35. 11.30.277: 910.1 0350 e9 x.;‘,. „....-I .. 025, 89 9'40"W . 1 N$ 3125"W ,t1 82'39 f NM PIE / --- .... -- -‘ ..,.. 09311.3 Xe213 10310 BENCHMARK BASIS FOR ELEVATION: NAVE RR (VIA REAL TIME GPS MEASUREMENTS UTILIZING MINNESOTA DEPARTMENT OF TRANSPORTATION VRS NETWORKI BASIS FOR BEARINGS: NADR3 119961 (VIA REAL TIME GPS MEASUREMENTS UTILITIZING MINNESOTA DEPARTMENT OF TRANSPORTATION VRS NETWORK 9265 911 '......4":56 ..._ al, xeMa -- .... --.. 'i ''-''' ' 4111146" Li "" 1 "iiir-- -- ... ':„'..l5-0.7)” -AZT!'" ......-- / t / 7,---- - I 09 ., ' ..-X"‘"/ /fix: •,' .... :..\ t. / / -.... ....• .... \ --- -Weil. P.?J'''..,--'<- Iii.*S070%*P-Ze;rsey..7e il! ..,,,, - 1 333.14 / / ":6: 4 ,1120.1 ...... / I , \ ....- ---. .. / / i i \ II x1117.1 /613 1416216 "'/. .••• /.....• .......' / / / --- i PID#30-117-21-14-0029 / p / ....• ..-• - ..., il "'MI 111 Me. 25311 I Area 64 25,153* sq.11. (0.68 acres) --- ...4'---.1. a ---6- 11 // .....- x.,. i,...........,.... 6.,,,,,r,_6.i .5 ...4 / , ' --. .5 , 8 cif'4 4' 4-PE: 1 ." ins.0 Lot 1, Block 1, MENDELSSOHN-SORENSEN REPLAT, •-• LEGAL DESCRIPTION I g / .,ii Xr 6 01131.1 8131610-23121M001050. ATIRA901. ......... (72.3„m , 43.., ..........16.f:r A)7%__774 Hennepin County, Minnesota. X1111.3 S/ 5.5.. 4 -.916 0 917,0 1 / 1 V, / I.:2i / 0"" "A' T.C:03 .::"EC' ' / ''': -:7..,.::-r . :-----.5:,..-- T).- 0 4, / ti: - 4 / m , / 07, i / / or' // 0,,, / °Me 1 1 to / tons / 4 \ / -1 I // /1 // ii 1 P4.5 113/761133.4 X r.,/ 63; I , ,.., A '' . / , , 1 , • MO/ X 0319 41 "3." /4-11917.3 B713&20 / 1 0117.1 317.3 ,... -.1(01 / I ca';',.. a .- / / sf / .64 \ “, )1.6. / A sith_,,,,.. , .,_ f__\, 6/ / - 6 )1"** 1 C - 11‘ ' xyliechli alt("Wi. ( 041Th-isEu. (s x"" / 6 ' . 'Y'Os.\* --.. -., ' 6.8 / iI.. ,.., - -, •-' / c -IV \ -- -Kum / 'ie, / / 9200 / / / e , ,.).^.X.' I-- x131.0 930 9 x.„330,1F' 11357 GRAPHIC SCALE 13 3a 110 1.1 ADDRESS: #6304 WATERMAN AVE. / // ( IN FEET ) 1 Inch e. 30 ft. .30.0 A e = 36,,2 soft. (0,0 acres) ADDREF4-#622.0--WAN A V E 311.5. 31.4 P113#30 .117-2.-144853 630 0 LEGALJES RI NORTH 23.00 eel of the South 245 ME`NDEL3S)HN, Hennetir Cour The West Bloc 23, Minnesota 033 1 / I / / / x033.7 / 0934.2 ( x,2.9 \ n..., 31 52193. 15 1r; 931.7 4131.0„, 931.4 "RUIN Imo An ceo, 031 1 7 CITY OF EDINA X1303 031.11 11301. x133.11 IP kx1Y5 / 05. N'TL1 X933.7 se \ \ \W 031.6 A.A..;-1,, /• '15' , x e. \ ;'• 19230 HI 2 , / ,‘'..."'•• .2 .33.3 20.6 ed., '' • s.s. .303 239 Y.4 x ...... ^ .... elle i ave 11x4 -12i. ' 920 2 LEGEND DENOTES SOIL BORING DENOTES SIGN DENOTES UTIUTY POLE DENOTES STREET UGHT DENOTES ELECTRIC METER/BOX DENOTES GAS METER/BOX DENOTES UTILITY BOX DENOTES MISCELLANEOUS MANHOLE DENOTES SANITARY SEWER MANHOLE DENOTES STORM SEWER MANHOLE DENOTES CATCH BASIN DENOTES GATE VALVE DENOTES FIRE HYDRANT MAY 1 2 2022 931.6 aadxL "" NOTES - Field survey completed 06/13/17. Additional topography located In field In Nov. de Dec, 20141 Additional site visit made In Decemberpt 0Di locate existing conditions for parcels shown w h NING address numbers along Waterman Ave. / / / / wass / / / .9- -035 20.1 931.1,11 Pae31.0 1131.11 n. X030,99, DEPARTMENT?1 8/31.64,„ 4 2 4336 9261. MI I Z.) I 1S 8 %It j 930 0 •3037 1291 4.6 SR ..905 9291 0 out ro.s axao -3.RY EX. HOUSE 4.1 7 _ _42(5 st• 0x92 Y9 NOW. S10/0 11111477,1 MiE260 - 1I S VOL 16191301 - This survey was prepared without the benefit of titiework. Easement, appurtenances and encumbrances may exist in addition to those shown hereon. This survey is sub.lect to revision upon receipt of a title Insurance commitment or attorneys title opinion. 4. 11;7 231 EX. HOUSE E 5.11-el I 03/1 10ci a_;..... 930 0 oso/ () pesos ) //x;115 -- _- / Cy- / \ \ NUM 931.0 „, 9319 WR93027" ~yya 373 031.7 03.5 315 ,ter13. ax7x--- 9x67 919 -1- DENOTES WATERMAIN ->- DENOTES SANITARY SEWER -»- DENOTES STORM SEWER 01011,2 DENOTES EXISTING ELEVATION. DENOTES EXISTING FENCE --eet- DENOTES EDGE DEUNEATED WETLAND 3339 0354209 "3" 14.390 ;i 3 : 3:9 6 . 0: 5 t \ 3.0 xe3/3 CON1R er,„ 9;9 5 7;' I .n a uml $1376619-213.3 (82.5-PLAT) N89°22'C7"W 82.53 9 6 207 01 6 6 302 ..11 we- x'd131n° 3731 1,1ri° A' I. \ 02 , NIP.Millin=41/ESIMIKEZA6M10... --• 0", 937.2 537.3 292 927 1143" 7:1/y": „..0 A ,Lt TEPMAN.,AVE. "It 27.5 23'.3 IWC' 913.. x-?89°22.07"E sm. 150.23 .7. xe 3 927 1.16 0357 • 11 • 0 13.1f•1 61588/ 11.16112 se11.0:6":208 0303 110311.4 0.11.0 .27.0 .&20.6 :307 .315 1311 S89°22'07 E / / 926.0 109.97( 19 xe PPE 141101 MP Area 1 13,186* sq.11. (0.30 acres) I TV (Soul 0,23) .1 I •x02.2 0 c:2 \119 .0 2" A1110-35713/5 LEGAL DESCRIPTION ----------- _ 831',.. Lot 2, Block 1, 'MIRROR LAKE MEW, Hennepin P --e.... County, MInnesito. oi 'Mt ADDRESS: #4309 WATERMAN AVE' PID#30-117-21-14-0038 8;-,"' .....-.0.111 Wa5 JOAO 2.2.,2 ^'i / „ (South 52 1 :-0, 9x4 ne.2lre 2f61.1PPLE0 4304f2 3133.10 X 9101 , .....I.13 I /I 09216 / / / / 003" 36 9215 I 51133.2 / 1 ' / PRE'06 0911.7 "" Ithi1 ' 9-329012 09172 X OADAGE.-303 12 et, 113 "‘rt.zil- 34.0 --- BL§., 927.3 2113 /I ill .16 9 20 "61,11.-C1 934 1 1.52519 o '1°, ; 026 • 0 ES. HOUSE 33 14- .3127 i 9774 - ' 66MIN 666 66 -53.0 .27.7 3,3 3 16.27.3 x927.3 V) 41" I 41,1 / }t‘ /6112 09117 \ 02661 y Easement,periicordpial-.8_"f 923. 2\ 7.; :teas \ / / L N8 t 3 1-: w.. (110.0-PUT) 109.91 Ile sioN °l / / a S89°10'36"E- • T I \ \ 15 ,s! • •••• „„,., \\ -„ 4 LO ..4 Area 6.12.0403 0 .28sae)s k LEGAL DESCRIPTION •„X,", • ' / 9924.4 tatE17 „,,Lraw106''1"" \ I I/ Rev. 05/04/21, add address & I hereby certify that this survey, plan or report was prepared by me or under my direct supervielon and that I am a duly Registered Land Surveyor under the lows of the State of Minnesota. X1630.21 Lot 3, Block 1, MIRROR LANE MitY, Hennepin County, Minnesota. 19923.3 ADDRESS: #6305 WATER54N AVE. ...,.. "'"' I/` PID#30-117-21-14-0039 I .0313 s'.... VIA 6 -- -- 9 - - ._‘ -.- .--. - -. 1 •-.. T t. w,VC-1--- - - -Li .„5,","" "M*9E/P. " .16g1' .?'.7" .„, L1 .22 i eRneillaRtl, e"43/4 "4" 923.0 2 IC: 5 CHANCIRCC!„.k.. ads/ 016&.1 X9200 ?WI-90967 ERIC R. VICKARYOUS Date:January 31. 2020 Reg. No. 44125 49110 ACRE LAND SURVEYING \ Serving Thin albs Metro Inst l- eree end beyond F 783-458-2997 acrelandeuryeSyeg sIL 1,0 ,11 5, 6. 66 6. 0 1. ,5 09117 JOB *17310 CAUserstericjtOneDr1ve\CAD-111‘17310bs-Interlachen County Clubtriso\17p0lldea 5/4/2021 1247.42 PM CDT DESIGN SURVEY 9136 91]5 91 -for- Interlachen Country Club #6200 Interlachen Blvd. Edina, MN 55436 BENCHMARK BASIS FOR ELEVATION: NAVD KR (VIA REAL TIME (RS MEASUREMENTS UTILIZING MINNESOTA DEPARTMENT OF TRANSPORTATION VRS NETWORK) CITY OF EDINA 00123 BASIS FOR BEARINGS: NAD83 11996)1 VIA REAL TIME GPS MEASUREMENTS UTILITI7ING MINNESOTA DEPARTMENT OE TRANSPORTATION IRS NETWORK). MAY 1 2 2022 43 913. 2l 4I 16 911. X.14.7 PLANNING DEPARTMENT GRAPHIC SCALE 10 120 14.14.0 01 ( IN FEET) 1 inch = 30 ft. neo 1R 117 arose (otsrHow podded) IBA 92 NORTH GENERAL LEGAL DESCRIPTION Port of Auditor's Subdivision No. 248 in Hennepin County, Minnesota. 91 nzo 00128 916.9 91. .4 91 07.0 g,g .16 1401.11 6* 24.0 924 3 0246 924.6 1126 NOTES - Field survey completed 06/13/17. '"UlVt.:1 17 91 017.1 917. 493,4 914.5 .1 7 924 7 X9117 KOMI /49162 X.1°° %.111.0 1406. 9M5 025 9229 92 923 94.4 9146 9 026.4 1ST TEE 926 0 0212 ems 030 927.1 821.3 921.0 930 02].5 4 8 243 . 9 60 . 927. 930.7 931 0..9260 921.9 92.6.5 29 ewX 0302 \ 9309 '- 9311 D31.0"' 11 ". % 1 5 )4 S 931,1 2 /0‘.6 153- 931 930 gt,994 9 11 010 ,y, .11 ,ff• Alco 8420I l« 9ocu 5 • Lsts M., 86.5 1.0111110/ 010/0.6 03.4 22.1 22. 01.2 93 927.0 10 029 6 9290 020 028.7 34 POOL HOUSE 30 "4 9 cava 931 77 931.7 .31.7 939 1.9 029 9207 04 6 030.1 0,, 0308 930 _.....4111 20.3 520 4 .289 009 1 93 029 8 4044.0 044.8 931.7 T POSTS - • 7 I 5 "u„L .. $11 932.3 031 930 030.3'3° 7: B 1.01. ""g .29 929 3 22 0314 g 094 3'22 2' X 032 1 931.6. 30317 901 9320 930 8 031.0 931 .950 5001/ 9 2 031.0 941 04011 STORAGE eU 0,55 940 6 94(279 , .3 3 051795 931.0 951.6 .370 60 g 0 2 942-6 If 9373 542 I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Registered Land Surveyor under the laws of the State of Minnesota. !IR 0947 0 .51 9.0 I . 950 1.0 950. 950.6 050 j\ACRE LAND SURVEYING .. &trying TvIn Cttlee Metro = area and beyond 763-458-2907 ecrelandeturye mg el v ,l el elin r r, r, 051 10 011463 950 7 6 ERIC R. V1CKARYOUS Date:June 21st. 2017 Req. No. 44125 JOB 4017310 C.M.Isers trIci OneDrIveNCAD-1D 17310bs-Intertachen County Club do/0173100ln 6/21/2017 10.15137 AN CDT rn BA tennis 2.d _ 5-dwg \ INLCC16283 Ir / RIM 930.04 E ce -<-- -- i .'„..... ----4 4.-1-X.g .- ---7 -;--- ----;:-. ---)e_4-.-.--_-- ------ ---- _ i 1 -- / , / / / / / 0 > "'z V / /- — :"----._ _-__ -.7= -____— _ -- ---- .4 ----->/- --- — — — — ) 1 / V / /, / / / ---- -.... ----.. ---- ( 4 N / )-.. _-.-_-_-. _ / / c _ -- --- --- C'D / / - - ' " \ / / \ / L — — -• \ ----... ___ ..-- _ .../ ,, (9- , •---.. \ N / N - - - - - —c(/// I I (--- —77-0 (9 \ ( V o -Po - lap P c,11)\-3, )(?) r ' i 0 01 isC*341141y! O! 932.26 7 N Symbol Legend Symbol Denotes 0 BUSH n CATCH BASIN CONIFEROUS TREE DECIDUOUS TREE ELECTRIC METER ELEVATION SPOT FOUND MON GAS METER GAS VALVE GATE VALVE -6- HYDRANT LIGHT OP POST .0e POWER POLE C POWER POLE GUY WIRE 0 SANITARY MANHOLE SIGN TRAV OT' TV PEDESTAL o P 0EP 0 N F 931.06 --1( 4 a, 41 III Ih SURVEY NOTES: Property lines are for reference only, title was not reviewed. Lines are placed by GIS shifted to found monuments. Utilities are found surface features and marking provided by 2 Gopher State One Calls. Not all utilities were marked. 0 60 120 scale 30 feet ORIENTATION OF THIS BEARING SYSTEM IS BASED ON THE HENNEPIN COUNTY COORDINATE SYSTEM, NAD83 (2011 ADJ) a c•ZJ 0) a (.0 EIS to co to / CITY OF EDINA MAY 1 2 2022 PLANNING DEPARTMENT 3/24/2022 5:59 PM X: 0 C 0 In _0 3/24/2022 5:59 PM la 0D \ N , \N o co — c — I — — / / (11 11K/ • RIM -9-22i52 -; - — Revision Issue SEH Project INLCC162834 Description Drawn By TSB Designed By TSB Checked By TSB Edina, Minnesota -rzirk9324:911 - / i I i / I 1 I I I i , \ I I (// //// — = (/ • I c — -------- --- ---,0....., -- ---• ...-- ----I:34. ---- ....--- --- --1-211- ,- --- --;-----' .-_-..----...--_, ------/' ----- -- ------- ...- — ----.-----,-----..----;--„.. r, ,!),.;.; - - --- --!---- -- - -.-- . ---939- i:::-.'.--- i - ; ( - - - - 7 - - I di I'S-- ---- --- .---- ..- - --- ,- / / / - -- - .---- ---- ------ __. ---- .--- ----- ---- ....--• ,...--- — I k ../ \ \ (IN RIM , 5111.48 ) 44i-, \ \ l I / --- \ --: I .--- \\ --.-:- AO — — \\ 14” `- ..,.. -, — , ,- --- ' -- "7 /' --, ._:\ \ , ....--- --- _- -- -- I / I ___ .-- ..„.\\\ — -- / \ , \ — NNN t - RI1019\13\96 10" _—— - N l 7 \\ ) I ---/ .....,\ , / I \\ --;\\ 1 \ — -925-7=17 , • \ \ \ \N / %W%‘\, /\ Date i I Interlachen Country Club SEH EXHIBIT FOR: I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. THEODORE S BROWN I DATE 3/24/2022 LICENSE NO. 51678 PROPOSED STORM PIPE PROPOSED STORM MANHOLE PROPOSED CATCH BASIN BITUMINOUS PAVEMENT Foote° MCC 165858 ern, 55410 true Me 2022-03-18 e.t.a WB/IRM a .11 ilei[ i I LILL 1 mum I' PROPOSED STORMWATER DETENTION POND STORAGE = 2,630 CF 1 • If ' 1-tr I-41, ,* Ar4. rr CD ,Ut) / .411.t or, I Ii it PROPOSED PERVIOUS PAVER SYSTEM it— STORAGE = 11$80 CF r (3) ' I jr I aa. al"1"-1 OUTLET ‘; „I! ; F la WATERMAN AVE 28 ------ — — "T. r. CITY OF EDINA MAY 1 2 2022 PLANNING DEPARTMENT LEGEND: n 10 South Eighth Sheet Minneapol,s, MN 55402 t 612_339.2257 1612_349.2930 sheadesign.com SEH vPElre INTERLACHEN - SITE WORK 6200 RENOVATIONS 6200 INTERLACHEN BLVD. EDIAN. MN 55436 • tier! INTERLACHEN COUNTRY CLUB 6200 INTERLACHEN BLVD. EDINA, MN 55436 seal I HMO PPR., NAT Pit ,iPi PIPaRTIliS FPI! MB PIP( ra fF101 SPPintlY1 4101101111.! P LICENSED PRASSIPIP. EN, LI IP trio P ri 00 51111 OP 11104501/. DESIGN DEVELOPMENT NOT FOR CONSTRUCTION ntORM AND STREET PLAN C101 TT IF \\);' I p I • • A* 54= 4* ! 7".‹ et:1:m It 0000 II n 4' PVC SANITARY SERVICE (SCH 40) INV = 909.87' 4' PVC SANITARY SERVICE (SCH 40) INV = 910.50' r'l 1 r WATERMAN AVE sn. 15 15. CITY OF EDINA MAY 1 2 2022 NNING DEPARTMENT ,Ferto NW( :4151A1 can 0510 5E5.101 VAL 11551./ BAUFR PF USalie4. 05102322 55Psn P<Intra MCC 165858 envn SS/08 inue doe 2022433413 dec. W8/U11.1 10 South EON Street 1.1imeapois, MN 55402 1612_339-2257 f 612_349-2930 sheadesIgnzom ‘055..tr/ SEH MUM. INTERLACHEN - SITE WORK 6200 RENOVATIONS 6200 INTERLACHEN BLVD. EDIAN, MN 55436 • INTERLACHEN COUNTRY CLUB 6200 INTERLACHEN BLVD. EDINA, MN 55436 1 HIRER WTI' DLIIIHSPLAN SK-CFICAIDn OR &Fait II AS FPFWED6114015UNLX5 VI 00001 P.FIP,F.0148511551141.111 ucasto P0ns904._ P01.1101111.0115 14 LA AS If iH 5051101.1lIPAST4 DESIGN DEVELOPMENT NOT FOR CONSTRUCTION 3 SANITARY AND WATERMAIN PLAN C102 Structure Schedule Structure ID Structure Rim Structure Invert Pipe Length US Pipe Inv. Downstream Pipe Invert Diameter (in) Pipe Material 5520 926.10 905.10 249 907.83 905.10 8 PVC 5521 929.23 909.87 149 907.88 907.83 8 PVC 5523 931.95 910.50 70 909.65 907.88 8 PVC LEGEND: PROPOSED SANITARY SEWER MAIN PVC SDR-26 PROPOSED SANITARY MANHOLE OUTLET 05 1023,2 X1.1101711CIE ff 1T.111”1.1.1 mn 6S110 ..EG 111. 12 1 j I I Isive non INLCC 165B58 2022-03-18 /en. SS/N6 d..111 WB/LIIM otool. EROSION CONTROL PLAN NOTES: 1. SEEDING AREA SHOWN SHALL INCLUDE SEED MIXTURE TYPE 25-131 WITH FERTILIZER TYPE 3, HYDRAULIC STABILIZED FIBER SEEDING MATRIX, AND 6" ORGANIC TOPSOIL BORROW (EDINA MODIFIED). SILT FENCE; TYPE MS STORM DRAIN INLET PROTECTION SEDIMENT CONTROL LOG, TYPE STRAW EXISTING STORM SYSTEM PROPOSED STORM SYSTEM ESTIMATED QUANTITIES ITEM NO. DESCRIPTION UNIT QUANTITY 2573.502 Storm Drain Inlet Protection EA 3 2573.503 Silt Fence; Type MS LF 1275 2573.503 Sediment Control Log Type Straw LF 575 2574.508 Fertilizer Type 3 LB 210 2574.607 Organic Topsoil Borrow (Edina Modified) CY 470 2575.508 Seed Mixture Type 25-131 LB 380 2575.508 Hydraulic Stabilized Fiber Matrix LB 5180 A SEH C103 10 South EOM Street Minneapols, MN 55402 I 612339-2257 1612_349.2930 shodesign.com INTERLACHEN - SITE WORK 6200 RENOVATIONS 6200 INTERLACHEN BLVD. EDIAN, MN 55436 • den INTERLACHEN COUNTRY CLUB 6200 INTERLACHEN BLVD. EDINA, MN 55436 .91 I 1015-11COVT111.11,6 91.010.11111 OR XtiFfUlliED 6114011MR VI olIIol S.PME1111.411 ADZESK1.1110/.1.E..1113111,141/..F 11t SWF Of 1..NUSPik SEDIMENT CONTROL LOG, TYPE STRAW TYP 0 <0, 4 ST12141-11 MI-407 FIELDHOUSE_1 U C TRENCH_CB_3 , , MH 2 M 17}18—HG CB-01 MH-1 STRM-10 PROPOSED PERVIOUS PAVER SYSTEM STORAGE = 11,980 CF lat FIELDHOUSEJ r LODGE_1 , LODGE 2 -C ce MH-6 S 1 TRENCH_CB 1.—MHS ;,,,,/.////7.,-////////////, STORM DRAIN INLET PROTECTION, TYP CITY OF EDINA MAY 1 2 2022 PLANNING DEPARTMENT - TENNIS_2 SILT FENCE, TYPE MS, TYP GRADING LIMITS PROPOSED STORMWATER DETENTION POND STORAGE = 2,630 CF o TENNIS_1 CB-04 CB-10 WATERMAN AVE .. .... DESIGN DEVELOPMENT NOT FOR CONSTRUCTION 69.4111. LEGEND: O L000 10 South Eighth Sheet 1.5nneopois, MN 55402 1612339-2257 612 349-2930 sheatlesi9n.com INTERLACHEN - SITE WORK 6200 RENOVATIONS 6200 INTERLACHEN BLVD. EDLAN, MN 55436 • INTERLACHEN COUNTRY CLUB 6200 INTERLACHEN BLVD. EDINA, MN 55436 seal -I AIM CTII,111, I,GRN. SPECIGAIDL WAS PRE,MiD 814E f R NCB Ye Hat ELAIAIISIIIAND MAT I AU AMY I 1:1.410 /AMC, UDR IK IAN'S et 114 STATE Di1.1.1AEE0I4 aev Ever. I 0511 VIE GS. 50575 DESIGN DEVELOPMENT NOT FOR CONSTRUCTION 113,..dbr lJ pc,. no_ 21-267 A.A• AG BOOT S1 2022-05-06 treclvd CE GENERAL LANDSCAPE NOTES AND SHEET INDEX SCALE im 9117 LARGE SCALE PLAN OR ENLARGED DETAIL LEADER DIMENSION R0.5254 DIMENSION (RADIUS, ANGLE, FOCI) 655 DIMENSION (ARC LENGTH) fMN ALIGN GENERAL PROJECT NOTES • FIRST TYPICAL SITE LIGHTING FIXTURES, JUNCTION BOXES, TRANSFORMERS. ABBREVIATIONS PB PC PULL BOX POINT OF CURVE CONTRACT DOCUMENTS • FIRST TYPICAL SITE UTILITY FIXTURES, INCLUDING BUT NOT APPROX APPROXIMATE PCC PRECAST CONCRETE 1. THE WORK SHALL CONFORM TO THE CONTRACT DOCUMENTS. LIMITED TO BOXES, VAULTS, PULL BOXES, MAN HOLES, AIR RELEASE VALVES, VENTS, BFP, AND OTHER CIVIL, AVG AVERAGE PERF PERP PERFORATED PERPENDICULAR 2. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY. READ MECHANICAL, ELECTRICAL, PLUMBING, TELECOM, BLDG BUILDING pH ACID/ALKALINE SCALE THE DRAWINGS IN CONJUNCTION WITH THE SPECIFICATIONS HEATING/COOLING, AND IRRIGATION STRUCTURES. BM BENCHMARK PH PHASE AND EXECUTE THE WORK. • FIRST TYPICAL FORMWORK OF WALLS. BOS BOTTOM OF STAIR PI POINT OF INTERSECTION 3. THE WORK IS DEPENDENT ON SEVERAL DISCIPLINES. READ THE DRAWINGS BY CROSS-REFERENCING BETWEEN DISCIPLINES. • TREE LOCATIONS. STAKE ALL TREE LOCATIONS. OBTAIN APPROVAL OF LANDSCAPE ARCHITECT BEFORE PLANTING TREES. BOT C BOTTOM CHILLER P KG PL PLBG PACKAGE PROPERTY LINE PLUMBING 4. REPORT DISCREPANCIES IMMEDIATELY TO THE OWNERS REPRESENTATIVE FOR DIRECTION BEFORE PROCEEDING WITH • FIRST TYPICAL CURVED EDGING AND CUTTING. CB CIP CATCH BASIN CAST-IN-PLACE PRCST PREFAB PRECAST PREFABRICATE THE WORK. • FIRST TYPICAL EXPANSION JOINTS IN CONCRETE PAVING. CJ CONTROL JOINT PROV PROVISIONAL SITE ACCESS & PROTECTION WORK BY OTHERS CL CENTER LINE PVC POLYVINYL CHLORIDE 1. STAGING AREA IS WITHIN THE CONTRACT LIMIT (OR 'PROJECT 1. COOPERATE AND COORDINATE WITH OTHER CONTRACTORS CLR CLEAR PWR POWER LIMITS') LINE. STAGING AREA DOES NOT INCLUDE ACCESS WORKING CONCURRENTLY SO AS TO NOT VIOLATE EACH CLL CONTRACT LIMIT LINE ROUTES TO THE SITE. THE CONSTRUCTION (AND REMOVAL) OTHER'S PERMITS AND TO AVOID DAMAGE TO EACH OTHER'S CMU CONCRETE MASONRY UNIT QTR QUARTER OF TEMPORARY STAGING AREAS AND/OR ACCESS ROUTES WORK. CONC CONCRETE QTY QUANTITY SHALL BE THE CONTRACTORS SOLE RESPONSIBILITY AND EXPENSE. 2. EACH CONTRACTOR SHALL PROTECT AND MAINTAIN THEIR CTR CENTER 2. CONSTRUCTION RELATED VEHICLES REQUIRED FOR THE WORK EXITING AND/OR ENTERING THE SITE SHALL NOT DEPOSIT DIRT, MUD. OR OTHER DELETERIOUS MATERIALS THAT WOULD PRESENT A NUISANCE OR HAZARD TO THE OWN WORK FOR THE DURATION OF THEIR CONTRACTS. CODE COMPLIANCE 1. WORK SHALL BE IN ACCORDANCE WITH APPLICABLE LAWS, CODES AND REQUIREMENTS OF REGULATORY AGENCIES DAT DEG DIA DATUM DEGREE DIAMETER RCP RECIRC RECPT RADIUS REINFORCED CONCRETE PIPE RECIRCULATE RECEPTACLE PUBLIC TRAVELING ON RIGHT OF WAYS. PREVENTION AND HAVING JURISDICTION. DIM DIMENSION REINF REINFORCE CLEANING SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY AND EXPENSE. 2. NOTIFY THE OWNER'S REPRESENTATIVE OF DISCREPANCIES BETWEEN THE WORK AND APPLICABLE CODES. DO NOT WORK DIST DIV DISTANCE DIVISION REDD REV REQUIRED REVISION 3. NO WORK, EQUIPMENT OR STAGING IS PERMITTED OUTSIDE IN AN AFFECTED AREA UNTIL THE DISCREPANCY HAS BEEN DWG DRAWING RLG RAILING THE LIMIT LINES UNLESS THE CONTRACTOR HAS APPROVAL RESOLVED. ROW RIGHT OF WAY FROM AUTHORITIES. COORDINATION PERMITS AND TRAFFIC CONTROL REQUIRED SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY AND EXPENSE. 3. VERIFY CODES IN EFFECT AT THE TIME OF THE NOTICE TO PROCEED AND STAY CURRENT WITH CODE CHANGES WHICH AFFECT THE WORK UNTIL SUBSTANTIAL COMPLETION. EA EJ EAST EACH EXPANSION JOINT SALV SOUTH SALVAGE 4. THE DOCUMENTS DO NOT SPECIFY SAFETY MATERIALS, EQUIPMENT, METHODS OR SEQUENCING TO PROTECT PERSONS AND PROPERTY. IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY AND EXPENSE TO DIRECT AND IMPLEMENT SAFETY OPERATIONS TO PROTECT PERSONS AND PROPERTY. 4. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN AND PAY FOR CONSTRUCTION RELATED PERMITS. CODES IN EFFECT 1. THE FOLLOWING CODES ARE APPLICABLE AND IN EFFECT: EL EP EQ EQSP EQUN ELEVATION EDGE OF PAVEMENT EQUAL EQUAL SPACING EQUIVALENT SEG SHT SIM SPEC SO SEGMENT SHEET SIMILAR SPECIFICATION SQUARE QUALITY ASSURANCE • 2020 MINNESOTA STATE BUILDING CODE • 2020 MINNESOTA MECHANICAL FUEL GAS CODE EX EXISTING SSD SST SUBSOIL DRAIN STAINLESS STEEL 1. EXECUTE THE WORK AND SCHEDULE INSPECTIONS IN FAHRENHEIT STA STATION ACCORDANCE WITH APPLICABLE FEDERAL, STATE, AND LOCAL • 2018 IEC-INTERNATIONAL BUILDING CODE FC FOOTCANDLE STD STANDARD STANDARDS, LAWS AND REGULATIONS. • 2018 UPC-UNIFORM PLUMBING CODE FFE FINISH FLOOR ELEVATION SUCT SUCTION 2. ENSURE SUBCONTRACTORS, MANUFACTURERS AND • AMERICAN NATIONAL STANDARDS INSTITUTE/AMERICAN SOCIETY OF CML FF&E FURNITURE, FIXTURE, AND EQUIPMENT SUPPLIERS HAVE THE LATEST CONTRACT DOCUMENTS PRIOR ENGINEERS - (ANSVASCE 7-10) FG FINISHED GRADE TRANSFORMER TO THE SUBMITTAL OF THEIR SHOP DRAWINGS AND/OR DELEGATED DESIGN DRAWINGS. • AMERICAN CONCRETE INSTITUTE • ACI 318-02 FOC FACE OF CURB TAN TANGENT 3. REFER TO THE SPECIFICATIONS FOR REQUIRED SUBMITTALS, • STRUCTURAL WELDING CODE (ANSVAWS D1.1) FOW FV FACE OF WALL FIELD VERIFY TBD TB-XX TO BE DETERMINED TEST BORING INSPECTIONS AND NOTICE TO PROCEED. • STEEL JOIST INSTITUTE SPECIFICATIONS (SJI -2010) TD TRENCH DRAIN UTILITIES • SPECIFICATTONS FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL GALV GALVANIZED TEMP TEMPORARY 1. THE LOCATIONS AND SIZES OF EXISTING UTILITIES (IF SHOWN) MEMBERS (AISI 2007) GDR GUARDRAIL THK THICKNESS ARE APPROXIMATE ONLY. IDENTIFY, LOCATE AND PROTECT • 2018-IFC-INTERNATIONAL FIRE CODE THRU THROUGH UNDERGROUND AND OVERHEAD UTILITIES TO REMAIN. • AMERICAN INSTITUTE OF STEEL CONSTRUCTION (ASO/RFD -2012) HIGH TO_ TOP OF _ 2. COORDINATE WITH THE LOCAL UTILITY COMPANIES AND/OR HE HOSE BIBB TOC TOP OF CURB AGENCIES. CALL LOCAL '811' OR REQUEST LOCATES ONLINE • NATIONAL CONCRETE MASONRY ASSOCIATION (IASJC/ACI 530-11) HOPE HIGH DENSITY POLYETHYLENE TOL TOLERANCE NO LESS THAN 4B HOURS PRIOR TO DIGGING TO LOCATE • AMERICAN INSTITUTE OF TUABER CONSTRUCTION MANUAL (5TH EDITION) HH HAND HOLE TOS TOP OF SLOPE UNDERGROUND UTILITIES OR AS REQUIRED BY LOCAL HDR HANDRAIL TOW TOP OF WALL REGULATIONS. 2. REVISIONS TO THE APPROVED AND PERMITTED DRAWINGS OR HORIZ HORIZONTAL TR TRASH 3. BE FULLY RESPONSIBLE FOR THE COST OF DAMAGES WHICH DOCUMENTS SHALL BE SUBMITTED TO THE CODE HT HEIGHT TS TOP OF STAIR OCCUR AS A RESULT OF A FAILURE TO ACCURATELY LOCATE AUTHORITIES FOR REVIEW. NOTIFY THE OWNER'S HV HIGH VOLTAGE TVP TYPICAL AND/OR RETAIN UTILITIES TO REMAIN. REPRESENTATIVE OF THE PROCESSING TIME FOR EACH LAYOUT REVISION SUBMITTED FOR PLAN CHECK. ID INSIDE DIMENSION UGND UNDERGROUND 1. THE VERTICAL CONTROL FOR THE PROJECT IS: NORTH IN V.EL INVERT ELEVATION UNIF UNIFORM AMERICAN VERTICAL DATUM (NAV88) OR NATIONAL GEODETIC UP UTILITY POLE DATUM (NGDV29) UNLESS OTHERWISE NOTED. COPYRIGHT AND REPRODUCTION KW KILOWATT UV ULTRAVIOLET 2. VERIFY THE LOCATION OF EXISTING FEATURES TO REMAIN THAT CONNECT TO NEW WORK, DIMENSIONAL CLEARANCES. 1. THE USE OF REPRODUCTIONS OF THE CONTRACT DOCUMENTS OR ELECTRONIC FILES AS SHOP DRAWING DOCUMENTS BY THE CONTRACTOR IS AT THEIR OWN RISK. THE DESIGN LOPE LOW DENSITY POLYETHYLENE VAR VARIES SETBACKS AND OFFSETS AND VERTICAL DATUM. REPORT CONSULTANTS ASSUME NO LIABILITY AS A RESULT OF THE USE LED LIGHT EMITTING DIODE VERT VERTICAL DISCREPANCIES IMMEDIATELY TO THE OWNER'S OF REPRODUCTIONS OF THE CONTRACT DOCUMENTS FOR LF LINEAR FEET VRFY VERIFY REPRESENTATIVE FOR DIRECTION BEFORE PROCEEDING WITH SHOP DRAWINGS AND/OR DELEGATED DESIGN DRAWINGS. LPT LOW POINT THAT PORTION OF THE WORK. 2. THE ENTIRE CONTRACT DOCUMENT PACKAGE HEREIN IS THE LTD LIMITED W WEST 3. VERIFY PREVIOUS UNDERLYING TRADEWORK CONFORMS TO ORIGINAL AND UNPUBLISHED PROPERTY OF THE OWNER AND LV LOW VOLTAGE W/ WITH THE DOCUMENTS PRIOR TO PROCEEDING WITH OVERLYING MAY NOT BE DUPLICATED. USED OR DISCLOSED WITHOUT THE LW LOW WATER W/O WITHOUT TRADEWORK. REPORT DISCREPANCIES IMMEDIATELY TO THE OWNERS REPRESENTATIVE FOR DIRECTION BEFORE PRIOR EXPLICIT WRITTEN CONSENT. WL WATERLINE PROCEEDING WITH THAT PORTION OF THE WORK. 3. THE USE OF DIGITAL DESIGN FILES SHALL REQUIRE THE MAX MAXIMUM WLD WELDED 4. GENERAL CONTRACTOR SHALL RETAIN SURVEY CONTROL FOR CONTRACTOR TO AGREE TO PRIME CONSULTANTS LICENSE CONDITIONS BEFORE USE. MFR.REC MN MANUFACTURER'S RECOMMENDATIONS MANHOLE WT.EL WATER ELEVATION LAYOUT OF THE WORKS AND AS-BUILT SURVEYS. CONSTRUCTION LOADS, DAMAGES & REPAIRS 7,115 MIDDLE XFMR TRANSFORMER 5. COORDINATE AND COLLATE SUBCONTRACTOR'S SURVEYS. IT MIN MINIMUM IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY EXISTING SITE CONDITIONS AND EVOLVING SITE CONDITIONS PRIOR TO THE START OF SITE WORK. DISCREPANCY AND/OR 1. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR SLOPE STABILITY AND DE-WATERING DURING THE WORKS UNLESS UNKNOWN CONDITIONS ARE ENCOUNTERED. NORTH YR YEAR UNFORESEEN CONDITIONS FOUND SHALL BE BROUGHT TO 2. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR PROTECTING NA NOT APPLICABLE AT THE IMMEDIATE ATTENTION OF THE OWNER'S THE WORKS FROM CONSTRUCTION LOADS AND DAMAGES TO NIC NOT IN CONTRACT AND REPRESENTATIVE PRIOR TO STARTING THE SITE WORK. DO EXISTING STRUCTURES TO REMAIN, NEW STRUCTURES AND NO NUMBER -/+ DIMENSION TOLERANCE NOT BEGIN WORK IN SUCH AFFECTED AREA UNTIL THE NEW PAVEMENTS DURING THE WORKS. Not,1 NOMINAL DISCREPANCY HAS BEEN RESOLVED. 3. BE FULLY RESPONSIBLE FOR THE COST OF DAMAGES WHICH NTS NOT TO SCALE IJ ISOLATION JOINT 6. ERECT AND INSTALL ALL WORK LEVEL, PLUMB, SQUARE, TRUE, STRAIGHT AND IN PROPER ALIGNMENT. OCCUR AS A RESULT OF A FAILURE TO MITIGATE CONSTRUCTION LOADS AND/OR PROTECT THE WORKS FROM OC ON CENTER HW NP HIGH WATER NORMAL POOL 7. DO NOT SCALE FROM DRAWINGS. USE DIMENSIONS SHOWN AND/OR SUPPLIED CAD DRAWING FILE AND SURVEY CONSTRUCTION RELATED IMPACTS. REPAIRS SHALL BE TO A NEW OR BETTER CONDITION COMPARED TO THE EXISTING OD OH OUTSIDE DIAMETER OVERHANG GB GRADE BREAK INTERPOLATION. CONDITION BEFORE DAMAGE, AND AS APPROVED BY THE 8. DIMENSIONS NOTED "CLR" OR 'CLEAR" MUST BE STRICTLY OWNER'S REPRESENTATIVE. MAINTAINED ALLOWING FOR THICKNESS OF FINISHES. FIELD 4. CONFIRM ON-STRUCTURE UNIFORM AND POINT LOAD LIMITS VERIFY PRIOR TO CONSTRUCTION. WITH ENGINEER PRIOR TO IMPORTING AND HANDLING 9. ANGLES ARE 90 DEGREES UNLESS NOTED OTHERWISE. LANDSCAPE MATERIALS OVER VAULTS, AND/OR TUNNELS, INCLUDING UTILITY STRUCTURES, AND FLOOD CONTROL 10. CURVES FOR PAVING, BANDS, PATHS, EDGING AND HEADER STRUCTURES. BOARDS SHALL BE SMOOTH AND CONTINUOUS WITHOUT CONSTRUCTION WASTE MANAGEMENT ABRUPT CHANGES, OBVIOUS TANGENTS OR BENDS. 1. REMOVE FROM THE SITE EXCESS MATERIAL AND/OR DEBRIS. 11. PITCH EVENLY BETWEEN SPOT GRADES AND CONTOUR LINES DISPOSAL OF MATERIALS IS THE RESPONSIBILITY OF THE UNLESS GRADE BREAKS, RIDGELINES, SWALES ARE INDICATED CONTRACTOR. EXCESS MATERIAL AND/OR DEBRIS TO ABLE TO OR OTHERWISE NOTED. PAVED AREAS SHALL PITCH AT A BE RECYCLED OR REUSED SHALL BE DISPOSED OF OFF THE MINIMUM OF 1% UNLESS OTHERWISE NOTED ON DRAWINGS. PROJECT SITE IN A PERMITTED LANDFILL. DISCREPANCIES OR CONDITIONS NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE FOR RESOLUTIONS PRIOR TO CONTINUING WORK. 12. PEDESTRIAN SIDEWALKS AND PAVING SHALL HAVE A CROSS PITCH LESS THAN 2% UNLESS OTHERWISE NOTED TO MEET ADA REQUIREMENTS. 13. REQUEST A FIELD REVIEW BY THE LANDSCAPE ARCHITECT OF THE LAYOUT OF ELEMENTS AS SHOWN. OBTAIN LANDSCAPE ARCHITECT'S APPROVAL OF LAYOUT BEFORE INSTALLING THE FOLLOWING: Sheet List Table Sheet Number Sheet Title L000 GENERAL LANDSCAPE NOTES AND SHEET INDEX L010 PLANTING & SOIL SCHEDULE L110 SITE PLANTING PLAN 1120 SITE SOILS PLAN 1130 SITE IRRIGATION PLAN L500 SITE PLANTING DETAILS SYMBOLS PROPERTY LINE SECTION LIMIT CENTER LINE STATION POINT 'C=1 REVISION RECORD MATCH LINE PROJECT LIMITS LINE SECTION REFERENCE DetailTitle DETAIL CALLOUT 23° KEY NOTE CITY OF EDINA MAY 1 2 2022 PLANNING DEPARTMENT 10 South Eighth Sheet Alinteapols, 1.111 55402 1612_339-2257 1612_349-2930 Sheadesign.com D F/ WM FARM IAMICAPENECJIMIll polollOP INTERLACHEN - SITE WORK 6200 RENOVATIONS 6200 INTERLACHEN BLVD. EDIAN, MN 55436 • INTERLACHEN COUNTRY CLUB 6200 INTERLACHEN BLVD. EDINA, MN 55436 1101E11 °LEVY nncifin EICHEI1IA1 Oliong1 RA5 EREARn vox oft uu. VY OfECPSIMASUIP.113.11,41ADLL, MIME P.V-11101/1.11111.i1)' 11E ' STAR CEIPMEM Ch. E.. PEPEED %OH ()Zi(i)s,, 05 11 NOP ,11ElfrE .11 R. NG 5) DESIGN DEVELOPMENT NOT FOR CONSTRUCTION Po. hum ow. 21.267 2022-05-06 AG CE PLANTING & SOIL SCHEDULE L010 LEAST 5 CANES AT THE SPECIFIED HEIGHT. ORNAMENTAL TREES SHALL HAVE NO V' CROTCHES AND SHALL BEGIN BRANCHING NO LOWER THAN 3' FEET ABOVE THE ROOT BALL. STREET AND M AY Bpu o Av p Ag R s F S A HA cE LL BEGIN BRANCHING NO LOWER THAN 6' 7. INSTALL PLANT MATERIAL AFTER FINAL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. SYMBOL DESCRIPTION QTY DETAIL DEPTH COMPOSITION IRRIGATION NOTES ISP-01I SOIL TYPE 01 - 18' PLANTING SOIL SPEC DF-329113 247.58 CY 18" 60% COARSE SAND, 25-30% LOAM, 10.15% COMPOST DRIP r THK FINELY SHREDDED HARDWOOD MULCH, JUTE ECB 0 1-0:702 SOIL TYPE 02 - 36' DEPTH PLANTING SOIL SPEC DE-329113 529.15 CY 36' 60% COARSE SAND, 25.30% LOAM, 10-15% COMPOST DRIP r THK FINELY SHREDDED HARDWOOD MULCH, JUTE ECB 0 MNDOT COMMON TOPSOIL BORROW OR EQUAL L.; I I I SP-03 I SOIL TYPE 03 - 6" TURF LAWN AREAS PLANTING SOIL 52.77 CY a- 6' TOPSOIL SPRAY HEAD ISP-041 SOIL TYPE 04 - STRUCTURAL SOIL 61.61 CY 36' 94% COURSE SAND5-5% IMPORTED FIBRIC PEAT2-5% IMPORTED CLAY SCREENED DRIP OR BUBBLERS 8. INSTALL PLANT MATERIALS PER PLANTING DETAILS. PLANNING IDEETRAMWEIVIEW R PLANT MATERIAL TYPE & SIZE SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR CONSIDERATION PRIOR TO BIDDING. SUBSTITUTIONS AFTER BIDDING MUST BE APPROVED BY LANDSCAPE ARCHITECT AND ARE SUBJECT TO CONTRACT ADJUSTMENTS. PLANT SCHEDULE TREES CODE OTY BOTANICAL NAME COMMON NAME SIZE CONT. REMARKS -440, WI 3 DECIDUOUS PARKING ISLAND TREE SPADED DECIDUOUS TREE. SPECIES TED @ 2.r CALIPER OR LARGER IF AVAILABLE 4.‘• 71110 AG 10 AMELANCHIER X GRANDIFLORA AUTUMN BRILLIANCE AUTUMN BRILLIANCE APPLE SERVICEBERRY 2.5' CAL. B&B INCREASE SIZE IF AVAILABLE 0 GT 8 GLEDITSIA TRIACANTHOS HONEY LOCUST 2.5" CAL. CULTIVAR TBD, 2.r CAL. OR LARGER IS AVAILABLE • GD 1 GYMNOCLADUS DIOICA 'ESPRESSO' KENTUCKY COFFEETREE 2.5' CAL. INCREASE SIZE IF AVAILABLE • ML 3 MAGNOLIA X LOEBNERI 'LEONARD MESSEL' LEONARD MESSEL LOEBNER MAGNOLIA 2.5' CAL. B&B INCREASE SIZE IF AVAILABLE PG 14 PICEA GLAUCA WHITE SPRUCE 6' HT. B&B SIMILAR SPECIMEN ACCEPTABLE IF APPROVED BY CLIENT. C) PP 1 PICEA GLAUCA 'PENDULA' WEEPING WHITE SPRUCE 6' HT. r . \ ...,,,, PO 1 PICEA OMORIKA SERBIAN SPRUCE T HT. INCREASE SIZE IF AVAILABLE 0 PS2 1 PINUS STROBUS WHITE PINE 7' HT. INCREASE SIZE IF AVAILABLE 0 ON 3 QUERCUS X WAREI 'NADLER' TM KINDRED SPIRIT OAK 2.5' CAL. CONT. INCREASE SIZE IF AVAILABLE 0 TC 46 TAXUS CUSPIDATA 'CAPITATA' CAPITATA JAPANESE YEW 4' HT CONT. SHRUBS CODE QTY BOTANICAL NAME COMMON NAME SIZE CONT. SPACING REMARKS 0 AA 7 ARONIA MELANOCARPA 'AUTUMN MAGIC' AUTUMN MAGIC BLACK CHOKEBERRY #5 CONT. 36' o.c. 0 AM2 36 AROMA MELANOCARPA ELATA GLOSSY BLACK CHOKEBERRY #5 CONT. 42' o.c. C3 CL 23 COTONEASTER LUCIDUS SHINY COTONEASTER #5 CONT. 48' o.c. 0 HB 18 HYDRANGEA PANICULATA 'BABY LACE' BABY LACE PANICLE HYDRANGEA #5 CONT. 30' o.c. (S IR 8 ILEX VERTICILLATA 'RED SPRITE' RED SPRITE WINTERBERRY #5 CONT. 720' o.c. 0 JB2 28 JUNIPERUS HORIZONTALIS 'BLUE CHIP' BLUE CHIP JUNIPER #5 36' o.c. CD JB 26 JUNIPERUS SCOPULORUM 'BLUE ARROW BLUE ARROW JUNIPER #5 CONT. 30-o.c. 0 JS 31 JUNIPERUS SCOPULORUM 'WICHITA BLUE' WICHITA BLUE JUNIPER 6' HEIGHT CONT. 48' o.c. 0 TD 107 TAXUS X MEDIA 'DARK GREEN SPREADER' DARK GREEN SPREADER ANGLOJAP YEW #5 CONT. 36' o.c. GROUND COVERS CODE OTY BOTANICAL NAME COMMON NAME SIZE CONT. SPACING REMARKS CK 112 CALAMAGROSTIS X ACUTIFLOFtA 'KARL FOERSTER' KARL FOERSTER FEATHER REED GRASS 2 GAL 18" o.c. HS 86 HELICTOTRICHON SEMPERVIRENS BLUE OAT GRASS 1 GAL CONT. 18' o.c. SC 94 SALVIA NEMOROSA 'CARADONNA' CARDONNA MEADOW SAGE 1 GAL 18' o.c. SOD MO SF SOD SOD IRRIGATION SCHEDULE SYMBOL DESCRIPTION OTY DETAIL MATERIAL PROFILE MANUFACTURER COMMENTS I U-01 I SITE IRRIGATION TYPE 01 6,027 SF DRIP OR BUBBLER IRRIGATION PER OWNER PER OWNER I U-021 SITE IRRIGATION TYPE 02 2.850 SF ROTOR SPRAY IRRIGATION PER OWNER PER OWNER 10. ADJUSTMENTS IN LOCATION OF PROPOSED PLANT MATERIALS MAY BE NEEDED IN FIELD. LANDSCAPE ARCHITECT MUST BE NOTIFIED PRIOR TO ADJUSTMENT OF PLANTS. 11. FERTILIZE PLANT MATERIALS IN ACCORDANCE WITH SOIL TEST RECOMMENDATIONS. [FERTILIZE PLANT MATERIAL UPON INSTALLATION WITH DRIED BONE MEAL AND OTHER APPROVED FERTILIZER MIXED IN WITH THE PLANTING SOIL (PER THE MANUFACTURER'S INSTRUCTIONS) OR TREAT FOR SUMMER AND FALL INSTALLATION WITH AN APPLICATION OF GRANULAR 10-0-5 OF 12 OZ. PER 2.5' CALIPER TREE AND 6 OZ. PER SHRUB WITH AN ADDITIONAL APPLICATION OF 10-0-10 THE FOLLOWING SPRING IN THE TREE SAUCER.) 12. INSTALL 18' DEPTH OF PLANTING SOIL IN AREAS RECEIVING GROUND COVER, PERENNIALS, AND ANNUALS. PLANTING SOIL SHALL CONSIST OF MnDOT 3877-B MODIFIED TO CONTAIN A MAXIMUM OF 30% SAND, A PH OF 7.1 MAX, OR AS OTHERWISE SPECIFIED IN THE PROJECT SPECIFICATIONS MANUAL 13. [TREE WRAPPING MATERIAL SHALL BE PAPER APPLIED FROM TRUNK FLARE TO FIRST BRANCH. WRAP SMOOTH-BARKED DECIDUOUS TREES PLANTED IN THE FALL PRIOR TO DECEMBER 1 AND REMOVE WRAPPING AFTER MAY LI [DO NOT WRAP TREES.] 14. APPLY PRE-EMERGENT HERBICIDE (PREEN OR APPROVED EQUAL) IN ANNUAL, PERENNIAL, AND SHRUB BEDS FOLLOWED BY SHREDDED HARDWOOD MULCH. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION REGARDING USE OF HERBICIDES. MULCHING 1. INSTALL le DEEP FINELY SHREDDED HARDWOOD MULCH) RINGS AT CONIFEROUS & DECIDUOUS TREES WITH NO MULCH IN DIRECT CONTACT WITH TREE TRUNK. 2. INSTALL [3' DEEP FINELY SHREDDED HARDWOOD MULCH) RINGS AT SHRUB PLANTING AREAS WITH NO MULCH IN DIRECT CONTACT WITH SHRUB STEMS. 3. INSTALL [3' DEEP FINELY SHREDDED MULCH) IN PERENNIAL PLANTING BEDS. REMOVE ALL MULCH FROM STEMS OF PERENNIALS; PLANT STEMS SHOULD NOT BE IN DIRECT CONTACT WITH MULCH. WATERING 1. PLANTED MATERIALS SHALL BE WATERED BY TEMPORARY MEANS UNTIL PLANTS ARE ESTABLISHED. 2. TEMPORARY WATERING MEANS, METHODS. AND SCHEDULING SHALL BE THE CONTRACTOR'S RESPONSIBILITY. REMOVE TEMPORARY WATERING EQUIPMENT UPON PLANT ESTABLISHMENT. WARRANTY 1. WARRANTY NEW PLANT MATERIAL THROUGH ONE CALENDAR YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION. NO PARTIAL ACCEPTANCE WILL BE CONSIDERED. TURF NOTES 1. SOD AREAS DISTURBED DUE TO GRADING UNLESS NOTED OTHERWISE. 2. WHERE SOD ABUTS PAVED SURFACES, FINISHED GRADE OF SOD/SEED SHALL BE HELD r BELOW SURFACE ELEVATION OF TRAIL SLAB, CURB, ETC. 3. SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. ON SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES, SOD SHALL BE STAKED SECURELY [WITH WOODEN STAKES; NO METAL STAKES ARE ALLOWED]. 4. UNLESS NOTED OTHERWISE, THE APPROPRIATE DATES FOR SPRING SEED & SOD PLACEMENT IS FROM THE TIME GROUND HAS THAWED TO JUNE 15. 5. FALL SODDING IS ACCEPTABLE FROM AUGUST 15 TO NOVEMBER 1. FALL SEEDING IS ACCEPTABLE FROM AUGUST 15 TO SEPTEMBER 15. ADJUSTMENTS TO SOD/SEED PLANTING DATES MUST BE APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. 6. NO SOD NETTING ALLOWED ON SITE. IRRIGATION NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN IRRIGATION LAYOUT PLAN AND SPECIFICATION THAT MEETS THE REQUIREMENTS OF THE PROVIDED PERFORMANCE SPECIFICATION AS PART OF THE SCOPE OF WORK. SUBMIT LAYOUT PLAN AND SPECIFICATIONS FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO ORDER AND/OR CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT SODDED/SEEDED AND PLANTED AREAS ARE IRRIGATED PROPERLY. INCLUDING THOSE AREAS DIRECTLY AROUND AND ABUTTING BUILDING FOUNDATION. 2. CONTRACTOR SHALL FIELD VERIFY WATER SUPPLY, VOLUME, PRESSURE AND LOCATION FOR SYSTEM TAP PRIOR TO SYSTEM DESIGN. 3. [CONTRACTOR SHALL FIELD VERIFY AND INSPECT EXISTING IRRIGATION SYSTEM LAYOUT, EQUIPMENT, CONDITION AND OPERABILITY PRIOR TO SYSTEM DESIGN.) 4. CONTRACTOR SHALL CONFIRM COMPLETE LIMITS OF IRRIGATION WITH LANDSCAPE ARCHITECT PRIOR TO SUPPLYING SHOP DRAWINGS. 5. CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT FOR INSPECTION AND APPROVAL OF AREAS RECEIVING DRIP IRRIGATION PRIOR TO INSTALLATION OF MULCH. 6. CONTRACTOR SHALL PROVIDE THE OWNER AND LANDSCAPE ARCHITECT WITH AS-BUILT DRAWINGS, DETAILED SYSTEM OPERATION INSTRUCTIONS AND AN IRRIGATION SCHEDULE APPROPRIATE TO THE PROJECT SITE CONDITIONS AND PLANTED MATERIAL GROWTH REQUIREMENTS. SITE AND LANDSCAPE NOTES SITE PREPARATION NOTES 1. CONTRACTOR SHALL INSPECT THE SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS RELATING TO THE NATURE AND SCOPE OF WORK. 2. CONTRACTOR SHALL VERIFY PLAN LAYOUT AND BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN OR INTENT OF THE LAYOUT. 3. CONTRACTOR SHALL ASSURE COMPLIANCE WITH APPLICABLE CODES AND REGULATIONS GOVERNING THE WORK AND MATERIALS SUPPLIED. 4. CONTRACTOR SHALL PROTECT EXISTING ROADS, CURBS/GUTTERS, TRAILS, TREES, LAWNS AND SITE ELEMENTS DURING CONSTRUCTION OPERATIONS. DAMAGE TO SAME SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER. 5. CONTRACTOR SHALL VERIFY ALIGNMENT AND LOCATION OF UNDERGROUND AND ABOVE GRADE UTILITIES AND PROVIDE THE NECESSARY PROTECTION FOR SAME BEFORE CONSTRUCTION BEGINS (MINIMUM 10' CLEARANCE). 6. CONTRACTOR SHALL COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING INSTALLATION WITH OTHER CONTRACTORS WORKING ON SITE. 7. UNDERGROUND UTILITIES SHALL BE INSTALLED SO THAT TRENCHES 00 NOT CUT THROUGH ROOT SYSTEMS OF EXISTING TREES TO REMAIN. 8. EXISTING CONTOURS, TRAILS, VEGETATION, CURB/GUTTER AND OTHER ELEMENTS ARE BASED UPON INFORMATION SUPPLIED TO THE LANDSCAPE ARCHITECT BY OTHERS. CONTRACTOR SHALL VERIFY DISCREPANCIES PRIOR TO CONSTRUCTION AND NOTIFY LANDSCAPE ARCHITECT OF SAME. 9. HORIZONTAL AND VERTICAL ALIGNMENT OF PROPOSED WALKS, TRAILS OR ROADWAYS ARE SUBJECT TO FIELD ADJUSTMENT REQUIRED TO CONFORM TO LOCALIZED TOPOGRAPHIC CONDITIONS AND TO MINIMIZE TREE REMOVAL AND GRADING. CHANGES IN ALIGNMENT AND GRADES MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO IMPLEMENTATION. 10. CONTRACTOR SHALL REVIEW THE SITE FOR DEFICIENCIES IN SITE CONDITIONS WHICH MIGHT NEGATIVELY AFFECT PLANT ESTABLISHMENT, SURVIVAL OR WARRANTY. UNDESIRABLE SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. 11. CONTRACTOR IS RESPONSIBLE FOR ONGOING MAINTENANCE OF NEWLY INSTALLED MATERIALS UNTIL TIME OF SUBSTANTIAL COMPLETION. REPAIR OF ACTS OF VANDALISM OR DAMAGE WHICH MAY OCCUR PRIOR TO SUBSTANTIAL COMPLETION SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. 12. EXISTING TREES OR SIGNIFICANT SHRUB MASSINGS FOUND ON SITE SHALL BE PROTECTED AND SAVED UNLESS NOTED TO BE REMOVED OR ARE LOCATED IN AN AREA TO BE GRADED. QUESTIONS REGARDING EXISTING PLANT MATERIAL SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO REMOVAL. 13. EXISTING TREES TO REMAIN, UPON DIRECTION OF LANDSCAPE ARCHITECT, SHALL BE FERTILIZED AND PRUNED TO REMOVE DEAD WOOD, DAMAGED AND RUBBING BRANCHES. 14. CONTRACTOR SHALL PREPARE AND SUBMIT A WRITTEN REQUEST FOR THE SUBSTANTIAL COMPLETION INSPECTION OF LANDSCAPE AND SITE IMPROVEMENTS PRIOR TO SUBMITTING FINAL PAY REQUEST. 15. CONTRACTOR SHALL PREPARE AND SUBMIT REPRODUCIBLE AS-BUILT DRAWING(S) OF LANDSCAPE INSTALLATION, IRRIGATION AND SITE IMPROVEMENTS UPON COMPLETION OF CONSTRUCTION INSTALLATION AND PRIOR TO SUBSTANTIAL COMPLETION. 16. SYMBOLS ON PLAN DRAWING TAKE PRECEDENCE OVER SCHEDULES IF DISCREPANCIES IN QUANTITIES EXIST. SPECIFICATIONS AND DETAILS TAKE PRECEDENCE OVER NOTES. SOIL TESTING 1. CONTRACTOR SHALL OBTAIN A SOIL SAMPLE(S) FROM PROJECT SITE AND/OR SALVAGED TOPSOIL STOCKPILE AND SUBMIT TO INDEPENDENT TESTING AGENCY. ANALYSIS AND RECOMMENDATIONS FOR (INCLUDING BUT NOT LIMITED TO) MACRONUTRIENTS, MICRONUTRIENTS, COMPOSITION AND SOLUBLE SALTS SHALL BE PROVIDED. 2. CONTRACTOR SHALL PROVIDE TWO SERIES OF TESTS: FIRST, PRIOR TO CONSTRUCTION; SECOND, AFTER SOIL IS AMENDED, PRIOR TO PLANTING. 3. CONTRACTOR SHALL PROVIDE ANALYSIS RESULTS AND RECOMMENDATIONS TO THE LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO SOIL AMENDMENT AND PRIOR TO PLANTING. PLANTING 1. SPRING PLANT MATERIAL INSTALLATION IS FROM APRIL 15 TO JUNE 15. 2. FALL CONIFEROUS PLANTING IS ACCEPTABLE FROM AUGUST 21 TO SEPTEMBER 30. 3. FALL DECIDUOUS PLANTING IS ACCEPTABLE FROM AUGUST 15 UNTIL NOVEMBER 15. 4. ADJUSTMENTS TO PLANTING DATES MUST BE APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. 5. STAKE PROPOSED PLANTING LOCATIONS PER PLAN FOR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO INSTALL. 6. PLANT MATERIAL SHALL COMPLY WITH THE CURRENT EDITION OF Y argaegiS e 4A N H E D R A D s E F . O D R E N C IUDRUSOEURSY SHRUBS AS N H S A I L Z L 60.1 v . E AT SOIL PROFILE SCHEDULE TREES 0 CD CODE BOTANICAL / COMMON NAME SIZE DECIDUOUS PARKING ISLAND TREE GROUND COVERS CODE BOTANICAL / COMMON NAME TD TAXUS X MEDIA 'DARK GREEN SPREADER' #5 DARK GREEN SPREADER ANGLOJAP YEW SIZE 41,RD mu 1hnutru 1111150 Ito o) Om. aide. 05.112X2 50575 PLANT SCHEDULE TC TAXUS CUSPIDATA 'CAPITATA' 4' HT CAPITATA JAPANESE YEW SHRUBS CODE BOTANICAL/COMMON NAME SIZE O AA ARONIA MELANOCARPA 'AUTUMN MAGIC' #5 AUTUMN MAGIC BLACK CHOKEBERRY AM2 ARONIA MELANOCARPA ELATA #5 GLOSSY BLACK CHOKEBERRY CL COTONEASTER LUCIOUS 05 SHINY COTONEASTER HB HYDRANGEA PANICULATA 'BABY LACE' #5 BABY LACE PANICLE HYDRANGEA IR ILEX VERTICILLATA 'RED SPRITE' #5 RED SPRITE WINTERBERRY JB2 JUNIPERUS HORIZONTALIS ELUE CHIP' #5 BLUE CHIP JUNIPER JB JUNIPERUS SCOPULORUM 'BLUE ARROW #5 BLUE ARROW JUNIPER J5 JUNIPERUS SCOPULORUM 'WICHITA BLUE' HEIGI WICHITA BLUE JUNIPER CK CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' 2 GAL KARL FOERSTER FEATHER REED GRASS HS HELICTOTRICHON SEMPERVIRENS 1 GAL BLUE OAT GRASS SC SALVIA NEMOROSA 'CARADONNA' , GAL CARDONNA MEADOW SAGE SOD SOD SOD B 5-JB 76-18 NORTH SCALE: 1' = 14 PG 46 TC 4 - AG i2 0 00wwwww., .0' 00vvoutovuuvwwtouwv%ovvwvywwwvkavow",044 8) -.4.-. 44*. 0,?..: 441 o 4 40* 0 04110W01110"1.100.0 0 0 0 0 0 v 0 12 - TD 1 GD 12 TOS I r K ,; i rlik i 4 GT 28 HS 9 AM2 415 11-SOD STEEL EDGER (56 LF) 50 CK 2 AG 31 HS 27- HS 2 AG 62 - CK 12 AM2 3 - IR 1 PO 1 - PP 15 - AM2 JB 9 TD STEEL EDGER (40 LF) 9 JI3 37911-SOD 3 - ON 9 HB STEEL EDGER (79 LF) 1,316 11 SOD 4141leigaela itA k. ;4. Arlin& mis prAG irip lop 7 - AA 4 (IOW' 4 GT STEEL EDGER (20 IF) 74011- SOD O SITE PLANTING PLAN 1'.20.0' 23 - CL 3 - IR / 3 ML 66 SC OM= PROMEPTV BONO. MOP ii•mi TRANSPLANT EXISTING GYMNOCLADUS DIOCIA ESPRESSO HERE OR PROCURE 2.5' CAL MIN. ,1 MtpAl417*....1.=.leilF/114%.811.8.41131" \11MI. SPADE AND MOVE EXISTING TREES SOUTH. IF NEEDED 9 - HB 28 - SC - PS2 TD 24 TO HEDGE PLANTINGS PART OF PARKING LOT PROJECT CITY OF EDINA MAY 12 2022 PLANNING DEPARTMENT 2 - JB2 16 JB2 DECIDUOUS PARKING ISLAND TREE (3) 0 20 40 60 0 0 0 o O 0 0 0 0 0 0 0 9 od 0 0 0 0 0. 00 j 0 0C AG AMELANCHIER X GRANDIFLORA 'AUTUMN BRILLIANCE' 2.5' CAL AUTUMN BRILLIANCE APPLE SERVICEBERRY GT GLEDITSIA TRIACANTHOS 2.5- CAL HONEY LOCUST GD GYMNOCLADUS DIOICA ESPRESSO' 2.5' CAL KENTUCKY COFFEETREE ML MAGNOLIA X LOEBNERI 'LEONARD MESSEL' 2.5' CAL LEONARD MESSEL LOEBNER MAGNOLIA PG PICEA GLAUCA S HT. WHITE SPRUCE PP PICEA GLAUCA 'PENDULA' S HT. WEEPING WHITE SPRUCE PO PICEA OMORIKA 7' HT. SERBIAN SPRUCE PS2 PINUS STROBUS 7' HT. WHITE PINE ON OUERCUS X WARE! 'NADLER' TM 2 5" CAL KINDRED SPIRIT OAK O O 0 0 0 21.267 2022-05-06 AG mewl CE 10 South Eighth Street Stoneapols. 1.411 55402 612_339-2257 I 612_349-2930 sheaclesign.com D F/ WON MUER LACCAPEARCHRECTI PcOCIt* INTERLACHEN - SITE WORK 6200 RENOVATIONS 6200 INTERLACHEN BLVD. EDLAN, MN 55436 • INTERLACHEN COUNTRY CLUB 6200 INTERLACHEN BLVD. EDINA, MN 55436 rn I Witliailkin•IKU 1113 MAL S11C fCAIIIL 10 WOK, MRS PRUMED VW ORADEA VI, DPICTSAPASIYINLI DAI MI I, Olt ' IICIMINAG111(CT 0.0111.1 LAMS 01 IH 51k11 OF 1.11A.E.O. DESIGN DEVELOPMENT NOT FOR CONSTRUCTION No We tx weer p.m SITE PLANTING PLAN L110 6E3 6111 SOIL TYPE 01 - 18' PLANTING SOIL SPEC OF-329113 ELM SOIL TYPE 02 - 36' DEPTH PLANTING SOIL SPEC OF-329113 [GE] SOIL TYPE 03 - 6' TURF LAWN AREAS PLANTING SOIL SOIL TYPE 04 - STRUCTURAL SOIL O SITE SOILS PLAN i• 20,0. SCALE: 20' I NORTH 1-51rED 'WA SVOLUIr 'All C5.111 RFC .11 Chrts Evens 05111072 50575 SOIL PROFILE SCHEDULE SYMBOL DESCRIPTION 81 IMOCIPERSYSOVIIIMITI =MI — = PI#1,47-4to!dih •'',1:100*Ii‘C; : CITY OF EDINA MAY 1 2 2022 PLANNING DEPARTMENT O O 41 041 0 I O 0 0 O 0 0 O 0 0 0 0 0 fi 0.B N Uy 0 is awn , vta 01\ O 0 0 0 0 0 0 O 0 O a 41 20 40 60 10 SovUl Eighth SUM Mmeapois, MN 55402 t 612_339-2257 1612_349-2930 sheadesign.com wvvl D F/ BAYION FARBOI 1.4114CAPEMSNIIIETI Vcitetik INTERLACHEN - SITE WORK 6200 RENOVATIONS 6200 INTERLACHEN BLVD. EDIAN, MN 55436 cls INTERLACHEN COUNTRY CLUB 6200 INTERLACHEN BLVD. EDINA, MN 55436 5n1 II vier CERM0417115,5511 WK.-0MM *PDR•NIS FFIFARD NM OR ANA IA :rat 5415M11,5111.0 AMC! .1.55,5015C-RER tnIti DE LAWS OF TIE 1,1,014 DESIGN DEVELOPMENT NOT FOR CONSTRUCTION AA aa. ersaAr SITE SOILS PLAN L120 0-nn AG thazol CE V<Itro. 21-267 tux 021 2022-05-06 PFATEORAE svan. akt5-. 2022-05-06 7776.1 AG Atc.1 CE Foiect re. 21-267 0 20 40 60 O SITE IRRIGATION PLAN 1'=20'0 NORTH SCALE: 1' = 20' 1111I SYMBOL DESCRIPTION SITE IRRIGATION TYPE 01 1=1 SITE IRRIGATION TYPE 02 iATar741 3.3:20 AT. IMO ORO PROPER...70AP •••• (41414361%;,-il" w/onfoit4r41161e.ge.7%;3vegbrifovvoT 'W-0,Pffifigoi6rebs f.,..„/ / . ‘. / , .... / .//3. / : lotP, .9 .4.2., e /, /4 — A ri, ATI MilripMMIS Ik' f,..W VW '419*40, .4: >ze —MC TWO BUBBLERS P g 1. 0 P A ik i:;!‘ Dili "/ TWO BUBBLERS PER TREE (TYP.) alb 401.•73Z7verv...zeir,ry 0%-kiffeZArtteiliti IRRIGATION LEGEND CITY OF EDINA MAY 1 2 2022 PLANNING DEPARTMEN 10 South Eighth Street Minneapolis, MN 55422 t 612 339-2257 f 612_349-2930 sneactesigmcom D F/ 6414011FARKER LA MPE ARCHISII V*1. INTERLACHEN-SITE WORK 6200 RENOVATIONS 6200 INTERLACHEN BLVD. EDIAN, MN 55436 A...1 INTERLACHEN COUNTRY CLUB 6200 INTERLACHEN BLVD. EDINA, MN 55436 sof 11-f RENCER1F, MAT TASPIAI: 4FCEUP x. 00.11ISPEEVAPS Ulan-Cite ,NC! SFUNtleti i...011.11<1111 WV/ LI-INSEDAPLIVECT UTEITFE TANS Cf11-E Stoll CP 111,[5.014 Emus 0,112022 SITF nyho 50575 0,110. DESIGN DEVELOPMENT NOT FOR CONSTRUCTION Aye I or ,tati lete SITE IRRIGATION PLAN L130 2022-05-06 21-267 CES CE trma AG O P-2126) 07 wa m mwr DETAIL - SHRUB PLANTING A21 2E ANN C) DETAIL - PLANT SPACING 10 DETAIL - TREE PLANTING IN SOFTSCAPE Yr 1 1.4 P-21211.03 CITY OF EDINA MAY 12 2022 PLANNING DEPARTMHNT PREPARE PLANTING SOIL FOR THE ENTIRE BED APPLICATION OF PRE-EMERGENT HERBICIDE r MULCH; DO NOT PLACE IN CONTACT WITH SHRUB STEM CONTAINER GROWN MATERIAL SHALL HAVE ROOTS HAND LOOSENED EDGE CONDITION VARIES; 11 If MIA REFER TO PLAN PLANTING SOIL FOR SHRUBS SCARIFY SIDES AND BOTTOM OF ENTIRE BED WITH SPADE BY HAND TO BIND WITH PLANTING SOIL UNDISTURBED SUBGRADE • 112'. ILCP P-21 NAPS EDGE OF PLANT BED EDGE CONDITION VARIES; REFER TO PLAN CONTAINER GROWN MATERIAL SHALL HAVE ROOTSH AND LOOSENED PLANTING SOIL FOR PERENNIALS SCARIFY SIDES AND BOTTOM OF ENTIRE BED WITH SPADE BY HAND TO BIND WITH PLANTING SOIL UNDISTURBED SUBGRADE r MULCH; DO NOT PLACE IN CONTACT WITH PLANT STEM O NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING TREES IN A PLUMB POSITION THROUGHOUT THE WARRANTY PERIOD. WRAP TREE TRUNKS ONLY UPON APPROVAL BY LANDSCAPE ARCHITECT. SEE SPECIFICATION SECTION RELATED TO PLANTS AND SOIL PREPARATION. EACH TREE SHALL BE PLANTED SUCH THAT THE ROOT FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. IF THE ROOT FLARE IS NOT VISIBLE, THE SOIL SHALL BE REMOVED IN A LEVEL MANNER FROM THE ROOT BALL TO WHERE THE FIRST MAIN ORDER ROOT d" DIA. OR LARGER) EMERGES FROM THE TRUNK. SET MAIN ORDER ROOT 1' HIGHER THAN ADJACENT GRADE. DO NOT COVER TOP OF ROOT BALL WITH SOIL. PROVIDES INSTALL RODENT PROTECTION.k HARDWIRE CLOTH MESH CYLINDER, 6' DIA. OR GREATER X 36' HGT; STAKE IN PLACE. PER SPEC PLANTING PIT TO BE TWO TO FIVE TIMES THE DIAMETER OF THE ROOT BALL SLOPED 6' DIAMETER MULCH RING 36' RADIUS EDGE CONDITION VARIES: REFER TO PLAN PREPARED PLANTING SOIL PER SPEC SCARIFY SIDES OF TREE PIT WITH SPADE BY HAND TO BIND WITH PREPARED PLANTING SOIL UNDISTURBED SUBGRADE 4- BUILT-UP EARTH SAUCER BEYOND EDGE OF ROOT BALL TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT REMOVE BURLAP. TWINE, ROPE AND WIRE FROM TOP HALF OF ROOT BALL PLACE ROOT BALL ON UNDISTURBED OR COMPACTED SOIL 4' ORGANIC MULCH; DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK clam re awe P-; V PREPARE PLANTING SOIL FOR THE ENTIRE BED DETAIL - PERENNIAL PLANTING EG. .1 0 0 0 0 GRID SPACING LAYOUT PLAN 112 PLANT SPACING UNLESS ONIEPHISE 1101E0 ON PLANTING SCHEDULE & PLAN TRIANGULAR SPACING LAYOUT PLAN 1/2 PLANT SPACING UNLESS OTHERWISE NOTED ON PLANTING SCHEDULE d PLAN NOTE REFER TO PLANTING SCHEDULE PLANT SPACING. 10 South E10501 Street Minneaeols, MN 55402 t612 339-2257 1612_349-2930 shearksIgn.com iw D F/ WON MAIElt LAIIIKAPEARIMECII P*2 lY INTERLACHEN - SITE WORK 6200 RENOVATIONS 6200 INTERLACHEN BLVD. EDIAN, MN 55436 cls INTERLACHEN COUNTRY CLUB 6200 INTERLACHEN BLVD. EDINA, MN 55436 pit 11681 CERIT,1141i 11.FLIN SPREICARAI 116P1 %ASPIRINS BIM ON MR IN :AEU PSUAtill ND GOT kW A LILY NSIDASCARCI LPEER 1111 LAYS Of III 5"411 LUNSON Evens rrTFED WA 12021.0E 05.112022 6110 SOS7S ,EG DESIGN DEVELOPMENT NOT FOR CONSTRUCTION ra Oste .12411OF SITE PLANTING DETAILS L500 • 7. co cc 0 a cn JC 5/10/2022 1.=30' 7.0 t 7- 7.. 96 40' 37 AC- 96 • . . .1 • 50' 75 100 125 150 175 200 225 ! T. • "- - - WY-1.22022 7.: 7., 7.. •.. 7 1 I 7.: 7. 7. . .... .... • 75 7: 1., •r., 1.1 1., •.. ., 1., 7.1 T.: 1. 7. T.: TA 7. 1..4 1.1 1.1 T. T.: 1.: 7.: T. 7.1 • 7.: 7.: TA 7.1 T.: I • • 1.: 1.24 1., 1 1 i T.: 1. 1. T.: 1.• f t 7.: 7.: T I./ T., 1.• 1.: 7.: • . .. ! . • ! r.: 7.L T.: 7 •. T. 7 7.: 7 : T.1 T.1 T., 1. , 1,: ........ • • • • • . • .. • r . • • • ...... ... • . • • ... • • • • • TA T. 1.4 1.: 7.: 1. 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Id tit F \ . t1 T.. • • . 70 IA 1.1 1.: •... Ir.9 1,1174 1177 , 1 225 200 1' t. 1/2 • , . sb 1.. F I :77; TA - • , " 50" • • - • 25 • • 1,: 7..71 1.1 TT1 • T. T. I. T. ',A 1. T. 7A !I TA TA I. 7' TA TA T. ,.. T. T. 7A T. !.1 I.• ,A T. A r T T. T. TA T. T A T A "A IA r' I 1 TA TA TA ! , TA TA tA IA : ITA ¶ I /A TA IA 7.: 9...,....---96 47 4L,_42-'-'-,36 33 ... 47 97 3 • 6 .49 . .98 17 2 .5 .8 2 415 .43 312,,.....94 .41 0 .56 .50 . 40 .. 5 8 0 0 14 .38 19 . 3 , )i34 9 S9 1 36 9 .7 ' 111 48 17 5 45 l r. .41 '9 1.1 . 1 i,.49.• 0 1 '11 45 •-._,,,,_ i 93 48 47 9 42 ?,6 4:13 6._34? 49 50 0 , 96 74 • I 7 • "•• • • I.: T: 1 I • , • 1 7.1 1.. • 7.: 1 . 7. 7,: • •.• ,.1 7 : t1 T,_7 7. • T.: T.: . 7, ^. 1,: 1.1 1.1 1.1 I.: 7.. T. IA T.: 7_1 1.4 7.1 e 7. T. 7.: T.: 7.: TA TA TA I.: • 1 11 T. 7.. 1., 7.. 1.. 7., 7. 1. 4:1 4 7.) • T., • 1 ▪ t., • , 1.: • T.1 1.4 T. 1.. • . 1,, - 7. • 7,.. 9 1/ ORIENTATION OF FLOOD TILT OF FLOOD KEVIN KENNEDY COOPER LIGHTING INTERLACHEN COUNTRY CLU TENNIS & PICKLEBALL 2200635R21.61 B Survey Responses 30 January 2019 - 16 June 2022 Public Hearing Comments-Interlachen Country Club CUP Better Together Edina Project: Public Hearing: Interlachen Country Club Conditional Use Permit VISITORS 13 CONTRIBUTORS 5 RESPONSES 5 1 Registered 0 Unverified 4 Anonymous 1 Registered 0 Unverified 4 Anonymous Respondent No:1 Login:Anonymous Email:n/a Responded At:Jun 08, 2022 23:06:00 pm Last Seen:Jun 08, 2022 23:06:00 pm IP Address:n/a Q1.First and Last Name Thomas J. Stein Q2.Address 409 Blake Road South, Edina, MN 55343 Q3.Comment Wednesday, June 8, 2022 To: City of Edina Planning Commission RE: Interlachen Country Club (ICC) Conditional Use Permit I have reviewed both applicant pdfs. The proposed changes ("improvements" may reflect ICC's point of view) are clearly a bid to create more business during the non-golf season. (If tennis and racquet courts are not indoors, they are also part of the golf season, essentially late April through mid-November.) The proposed new hockey rink and new restaurant (what they call a lodge) are obvious parts of this. This makes good business sense. But that does not necessarily mean it makes good neighbor and neighborhood sense. Hockey pucks hitting boards make noise -- just ask the folks who live at the end of Homedale Road in Interlachen Park, Hopkins during winter when the rink is there. How will ICC mediate this? Has this issue even been brought up? Suggestion: an indoor rink would solve this and could operate year-round. More expensive, but perhaps worth it? A new restaurant -- and the other added amenities -- would likely increase traffic down Waterman Ave. Reminder to the Planning Commission: Waterman is a residential street. It is NOT a private drive to ICC! I have seen the Waterman entry, and creating this new entry to ICC was not very neighborly. (Very clever of ICC to own the two houses flanking this entry, by the way!) Frankly, I suspect ICC views the Waterman entry as "opening the door" (no pun intended) to expansion of facilities on this end of their campus. I oppose this view, as do Waterman residents, I'm sure. If these new additions are approved by the Planning Commission, it should be with ICC's understanding that their main campus exists largely within a residential environment. The Waterman entry should be used for limited purposes -- 90% or more of patrons and employees should use the main entry on Interlachen Blvd. I repeat: Waterman is NOT a private drive to ICC. Appropriating a public street for use as a kind of private drive to a private country club (!) should not be acceptable in Edina -- or anywhere. ICC already has a private drive, and it should be used as the main access for ALL of their facilities, existing and new. If the Waterman entry and hockey rink noise issues are addressed to local residents' satisfaction -- and the satisfaction of the City of Edina -- then I think the biggest hurdles to ICC's plans are overcome. The variance on the tennis courts height is of less concern, in my view, and may come down to aesthetics and design. The Planning Commission would be wise to request MANY design and height options from the architects for this. Please keep the above comments -- in full and unedited -- on file with the City for this project. They can be made public as part of public hearing commentary / feedback. If possible, a written (printed out) copy sent to my address would be appreciated -- I cannot print this from my computer. Thank you. Sincerely, Thomas J. Stein, 409 Blake Road South, Edina, MN 55343 Respondent No:2 Login:Anonymous Email:n/a Responded At:Jun 09, 2022 09:33:42 am Last Seen:Jun 09, 2022 09:33:42 am IP Address:n/a Q1.First and Last Name Debra Frimerman Q2.Address 6229 Maloney Ave., Edina, MN Q3.Comment June 9, 2022 Planning Commission City of Edina 4801 West 50th Street Edina, MN 55424 RE: Interlachen Country Club’s Latest Request Dear Commissioners: This letter is in response to the request for public comment on the latest zoning request from Interlachen Country Club (“ICC”). Please include this letter as part of the public record. My family lives at 6229 Maloney Ave. Our home is adjacent to the proposed project site. Please reject ICC’s application. It does not constitute a proper conditional use permit application. In addition, a restaurant and bar are not permitted uses for accessory buildings in the R1 zoning district. Lastly, the height variance requested does not satisfy the requirements of the Edina Zoning Code. 1. ICC’s request does not constitute a conditional use permit application ICC states it is applying for a height variance. Nowhere in the application made available to the public does ICC describe the full project or ask for a conditional use permit. ICC has not provided the public sufficient details on what is being proposed. This project includes accessory buildings larger than 1000 feet, a restaurant and bar, health club, tennis courts, hockey rink, and more. Edina’s CUP application form requires, among other items: “A written statement describing the intended use of the property and why the City should approve your request.” Presumably the reasons for approval in a proper application would attempt to explain how this project meets the zoning requirements for granting a CUP (which this project does not). Instead of ICC submitting a proper application, the City planning staff have effectively submitted an application on behalf of ICC. The Planning Commission should not allow this application to proceed in its current form. 2. A restaurant and bar are not permitted uses for an accessory building in R1 Perhaps the reason ICC did not submit a proper CUP application is because the project includes uses that are not allowed by the zoning code. Appropriate accessory uses for a golf course in R1 include: “maintenance buildings, golf driving ranges, swimming pools, tennis courts and other related recreational facilities.” No reasonable reading of the zoning code allows ICC to build an accessory building (separate from ICC’s clubhouse) that contains a second restaurant and bar in the R1 zoning district. The CUP requirements specifically state a project must “conform[] to the applicable restrictions and specific conditions of the district in which it is located”. There is absolutely no way that a standalone outdoor bar that opens up to neighboring homes, with loud music, bright lights, and alcohol late into the evening, is allowed in the R1 zoning district and should be approved. 3. The height variance request does not satisfy the zoning code requirements ICC wants to build multiple accessory buildings on the golf course site. The zoning code clearly states that accessory buildings of this type are to be no more than 20 feet tall. Just because a house, which is a primary structure, can be 40 feet tall, does not mean accessory structures (whether belonging to a golf course or a homeowner) can be that tall. The idea that the height of the ICC clubhouse or other houses in the area are relevant to the discussion completely misses the point. Allowing ICC to build an accessory building that is almost double the permitted size is in no way in harmony with the general purpose or intent of the zoning code. Nothing in the comprehensive plan supports such a deviation. And ICC has described no practical difficulties (as the zoning code helpfully defines) in the request. The opposite is true. There is nothing unique about the golf course property that requires a structure of this height be built. And, despite ICC’s statements to the contrary, the mere fact that the zoning code has a 20-foot height restriction for an accessory building is not itself a practical difficulty. Given the topography, this structure would tower over the existing trees and be an eyesore to our neighborhood. It would absolutely alter the essential character of the locality. The CUP must not be granted because it fails to satisfy the requirements of the Edina Zoning Code. Please vote to deny the application. Thank you. Debra Frimerman Respondent No:3 Login:Anonymous Email:n/a Responded At:Jun 09, 2022 17:43:55 pm Last Seen:Jun 09, 2022 17:43:55 pm IP Address:n/a Q1.First and Last Name Britta Sortland Ryan Q2.Address 513 John Street Q3.Comment As an Interlachen Park resident, I'm opposed to using a public/semi-publicly zoned area as a bar (liquor license allows for members to be served until 1 am), a gym, and a restaurant patio that faces the neighborhood. Those are all allowed uses as a primary facility, but as auxiliary buildings, I believe these would be under a CAC - Community Activity Center - use. I'm requesting a formal response to the following questions. 1) Are there any other public/semi public facilities that have an auxiliary building that is a bar/restaurant? 2) A bar/restaurant is NOT a permitted accessory use for R-1 zoning. Please clarify why this is being allowed as part of the CUP proposal? 3) Are there any other public/semi public facilities that have an auxiliary building that is a gym? 4) What other conditional use permits has the city of Edina granted that permit a public/semi public entity to build an accessory facility that is 20+' high and over 1,500 SF? 5) A separate conditional use permit is required for the square footage of the proposed indoor/outdoor tennis court/hockey rink. Section. 36-435 of the code states that an accessory building totaling 1,000 square feet or more requires a conditional use permit. The applicant's narrative addresses the height restrictions, but does not address the footprint restrictions. Why is the city pushing through multiple requests under one CUP? 6) I'd request an updated survey be provided as the applicant's survey is from 2019, prior to the parking lot and driving range additions. To Interlachen, what additional screening will be added to reduce the noise pollution? Per the Future Land Use Categories, a development character and guidelines note is that 'performance and buffering standards for intensive outdoor recreation, parking' apply. As of now, the neighborhood can hear all activity including construction starting before 6 am, conversations happening on the tennis courts, and more. We need more screening or sound barriers as what is in place is not working as adequate screening. Also, should this proposal move forward, what would be the primary means of access to the site? The residents of Waterman Street have taken the brunt of the construction access for the parking lot and driving range projects. How would you address construction access and material staging for this project? Respondent No:4 Login:Connie Brockway Email:connie@conniebrockway.co m Responded At:Jun 09, 2022 18:51:23 pm Last Seen:Jun 10, 2022 01:43:37 am IP Address:73.65.29.142 Q1.First and Last Name Connie Brockway Q2.Address 6301 Maloney Ave Q3.Comment ICC putting a bar into a residential neighborhood is untenable .. imagine the patrons stumbling to their cars at 1 a.m. in our backyards. Light, music, car horns. Want that In our backyard? Respondent No:5 Login:Anonymous Email:n/a Responded At:Jun 15, 2022 09:00:39 am Last Seen:Jun 15, 2022 09:00:39 am IP Address:n/a Q1.First and Last Name John Sorteberg and Chris Kennedy Q2.Address 6224 Interlachen Blvd. Q3.Comment Edina Planning Commission- Regarding Interlachen CC’s Plans for the Improvements to the Racquet Complex My name is John Sorteberg and my wife is Christina Kennedy. We live at 6224 Interlachen Blvd. and our house is adjacent to the Southwest side of Interlachen’s driving range. We have lived there since 1992. And we have been Athletic members of Interlachen – not golf – since around 1994. Over that time, we have found Interlachen to not only be a great club to belong to, but most importantly, a very good neighbor. They have always listened to our concerns about issues that would affect our property. Here are a few examples. Since we are adjacent to the driving range, our neighbors and we were concerned about balls hitting or damaging our property. ICC took this into consideration and changed the angle of the tee box on the East side and, they also extended the length of the range to alleviate the problem. We still have some balls dropping into our yard – but nothing like we had before. And, when there is an occasional errant shot, Interlachen has paid for any damage that we may have incurred. In the last two years or so, they added some platform tennis courts on the South side of the racquet complex. The lights they installed for these courts did shine into our residence. We mentioned this to Joel Livingood, Interlachen’s Manager, and he had the lights changed in direction and intensity for us. I do know that their new plans addresses lighting concerns permanently. ICC also worked with us when they were increasing the capacity of the drainage on the driving range. They came to us, showed us their project plans and, detailed how the work to do this would affect us. Everything went exactly as they had planned and we had no disruption to our activities or property. ICC has always been very proactive in its leadership and, in communication to all its stakeholders – members; employees; neighbors etc. when they were going to have an event or do some work on their facilities. They have always had well thought out plans that took into consideration all of the scenarios that may affect the community in any way. And, they have done so with their overall plans for the racquet complex and the remodeling of the golf course, as well. We are 150 yards directly across the driving range from the racquet complex. Joel Livingood presented their plans to us a couple of months ago and my wife and I reviewed them from our house. We have no concerns or issues with the project’s design; the height of the tennis court enclosure or their new restaurant. We believe that ICC has done a great job addressing the visual, sound and lighting requirements so that they will fit seamlessly into our neighborhood. Overall, Chris and I believe that they have been more than a good neighbor to all of us in the area and, the Club itself is a great asset for the City of Edina. If you have any questions or concerns, please contact either of us. Sincerely, John Sorteberg and Chris Kennedy SEH Building a Better World for All of Us' MEMORANDUM TO: FROM: DATE: City of Edina Planning Department Jordan Thole, PE, CFM (Lic. CO, IA, MN, MT, NM, OR, SD, WI), May 9, 2022 GA „ ' N License #54147 RE: Interlachen Country Club Campus Expansion Project - Stormwater Management Plan SEH No. INLCC - 165858 14.00 PROJECT NARRATIVE Interlachen Country Club ("Club") is proposing to re-develop and expand a portion of their existing campus in late Summer 2022.The improvements are part of a golf course and facilities master plan approved by our membership late last year. The master plan addresses ongoing member demand for amenities, eliminates several deferred maintenance items, and positions the Club among the preeminent private family clubs in the country. The improvements will be complete ahead of the 2030 U.S. Women's Open when the Club and City of Edina return to the international stage. Existing Site: The existing site has been home to the Club's racquet sports and winter skating since the 1950s. It includes: • 1,900 square foot Lodge (multi-use space for dining, gathering, retail, and locker rooms) • 4,000 square foot event lawn • Five clay tennis courts • Two hard tennis courts, which double as pickleball courts • Two platform tennis courts The clay tennis courts are the site of hockey and skating rinks in the winter. The current Lodge was built in 1980 and is well past its useful life, and the tennis courts have not seen significant upgrades in more than three decades. The landscaping on the north side is also due for replacement. Proposed Site: The proposed plan includes: • A new 15,387 square foot Lodge (restaurant) • A new 17,423 square foot fitness center (fieldhouse) CITY OF EDINA • Five new outdoor clay tennis courts • Two new indoor hard tennis courts MAY 1 2 2022 • Two new outdoor pickleball courts • Three new platform tennis courts PLANNING DEPARTMENT Engineers I Architects I Planners I Scientists Short Elliott Hendrickson Inc., 3535 Vadnais Center Drive, St. Paul, MN 55110-3507 651.490.2000 I 800.325.2055 I 888.908.8166 fax I sehinc.com SEH is 100% employee-owned I Affirmative Action—Equal Opportunity Employer 411evard Interlachen Country Club: Campus Expansion Project — Stormwater Management Plan May 9, 2022 Page 2 The clay tennis courts will continue to be the site of hockey and skating rinks in the winter, and new landscaping, modern lighting, and professionally designed sound will enhance the facilities for nearby residents. To make room for the proposed reconstruction, Interlachen also proposed to shift the alignment of vacated Waterman Avenue approximately 12 feet to the south and to straighten it to run due east-west. The general project location is due west of the main Clubhouse and north of vacated Waterman Avenue as shown in Figure 1 Figure 1 Project Location HYDROLOGIC AND HYDRAULIC MODEL METHODOLOGY Modeling was completed using AutoDesk's Storm & Sanitary Sewer Analysis 2020 (SSA) for both the existing and proposed conditions. Runoff was calculated using the SCS methodology with full 1-D hydrodynamic routing. Copies of the model or the model's ASCII output reports can be made available upon request. Rainfall runoff was derived using Atlas 14 rainfall depths for the 1-, 10-, and 100-year 24-hour design storms using the MSE3 rainfall distribution. Land cover was derived from aerial imagery and from on-site survey as portions of the site to the west included a new parking lot that was constructed in 2021 and does not appear on any publicly available aerial imagery. Soils data was obtained from the USGS and by soil borings obtained on site. A copy of the soil boring logs are attached to this memo in the attachment Soil Boring Map and Draft Log.pdf CITY OF EDINA All existing storm sewers located on site were surveyed by SEH during site investigations. The, elevations and pipe sizes used in the modeling reflect what was on site during the visit on April 14,20 /rtion74)Of storm sewer to the west and north of the Campus Expansion project were recently constructed in 2021 as part of the parking lot expansion. Interlachen Country Club: Campus Expansion Project — Stormwater Management Plan May 9, 2022 Page 3 Existing Drainage Description The current site generally drains to the north into the existing wetland. A small portion of the existing campus drains to the west into the new parking lot where it is picked up by the private storm sewer and routed into the biofilter that was constructed in 2021 as part of the new parking lot project. Water from the existing Waterman Avenue flows west into an on-sag catch basin that is then routed north to the biofilter. The biofilter drains primarily to the north through the filter's underdrain, however storm events above the 10-year design storm flow through a bypass structure to the south and ultimately into Mirror Lake. The flow leaving the biofilter to the north are collected into a 12-inch diameter storm sewer which flows to the north and east and discharges into the wetland. All flows leaving the project site to the north have been summarized in the table below as the Northeast Terminal Outlet. The areas south of the existing Waterman Avenue flow south onto the driving range green where they are eventually picked up by the storm sewer and flow towards Mirror Lake. All flows leaving the site to the south via the driving range green and the flows from the auxiliary outlet from the biofilter, which also discharge to Mirror Lake, have been summarized in the table below as the South Terminal Outlet. A map showing the existing watersheds and their flow directions can be found in the attached Exhibit 1. Table 1 Existing Conditions Summary CITY OF EDINA Existing Conditions Outflow Terminal Outlet 1-Year (cfs) 10-Year (cfs) 100-Year (cfs) Northeast 8.69 15.49 27.11 South 1.04 2.78 8.98 MAY 1 2 2022 Proposed Drainage Description PLANNING DEPARTMENT The proposed side development does not substantially change any existing watersheds described in the existing conditions description. The reconstructed courts and the new fitness center and lodge building will continue to discharge to the northeast through newly constructed storm sewer. Approximately 12,000 SF of pervious pavers and Flex Lawn (a proprietary pervious artificial turf) will be constructed along the walking/cart paths and under outdoor seating areas. The gravel sections under the pervious pavers will be utilized for stormwater treatment and retention. When feasible, all internal drainage has been routed to the pervious pavement and flex lawn sections. A perched perforated pipe network will be located 3 inches above the bottom of the gravel section to bypass water into the storm sewer outlet to the north. Roof drains from the two proposed buildings and the covered tennis courts drain directly into the proposed storm sewer and flow out to the north. Any bypassed flows from the roof scuppers discharge directly onto the pervious pavement section and are picked up by the perforated pipes. The realigned Waterman Avenue will generally flow to the same outlets as in the existing conditions. The west end of Waterman Avenue will flow to the catch basins located in the parking area south of the proposed tennis courts and will be conveyed to the existing biofilter to the north. The east side of Interlachen Country Club: Campus Expansion Project — Stormwater Management Plan May 9, 2022 Page 4 Waterman Avenue will be collected in a new on-sag inlet and conveyed south into the existing driving range. A new stormwater detention basin will be constructed adjacent to the fairway to reduce peak runoff rates and prevent erosion. A map showing the proposed watersheds and their flow directions can be found in the attached Exhibit 2 MINNEHAHA CREEK WATERSHED DISTRICT RULES A summary of all pertinent watershed district rules for the Campus Expansion project have been summarized below. Regarding City of Edina's storm water rules, the City defers to Minnehaha Creek Watershed District (MCWD) in terms of both rate and volume control requirements, as stated in Section 3.1.1 and 3.2.2 of the City's surface water management plan. Stormwater Rules 3(a) Phosphorus Control Phosphorus reduction is addressed in the Volume Control portion of this memo. 3(b) Rate Control Rate control to the northeast is accomplished by utilizing the pervious paver section for temporary storage to reduce the peak runoff from the Campus Expansion. As much stormwater as is practicable has been routed to the pervious pavement sections to attenuate flows. The pervious sections of the proposed layout are highlighted in green below in Figure 2. CITY OF EDINA MAY 12 2022 PLANNING DEPARTMENT _LH ,F,lelho USE, 4,6 II Ltodo Legend E Inlet 16. Pipe 0 Manholes & Structures Pervious Pavers Building Footprints Reposed Impervious Invert 926.62 ft NAVD88 Outlets 926.87 ft NAVD88 Max Storage 11,980 CF Interlachen Country Club: Campus Expansion Project — Stormwater Management Plan May 9, 2022 Page 5 Figure 2 Proposed Pervious Paver Sections Table 2 summarizes the storage capacity of the pervious pavement section. The proposed gravel section below the pavers is 2.5 feet thick with a 40% designed void space. Series of perforated pipes will be perched 3 inches above the bottom of the gravel to convey water into the storm sewer and away from the site. Perforated pipes connect at four (4) separate locations to make longer term maintenance easier and to provide protection should one pipe become blocked. Table 2 Pervious Paver Summary Pervious Paver Summary PLANNING DEPARTMENT CITY OF EDINA MAY 1 2 2022 Interlachen Country Club: Campus Expansion Project — Stormwater Management Plan May 9, 2022 Page 6 Rate control to the south is achieved by construction of a new dry detention basin adjacent to the driving range fairway. The location was chosen as there is an existing natural saddle between two high points that could be utilized with minimal additional earthwork or land disturbance. A small berm will be constructed between the two high points where the stormwater currently drains to the south. A 4-inch PVC drain will be installed at the invert of the basin to pass the 1- and 10-year design storms. The secondary spillway located 2.25 feet above the invert of the basin. The secondary spillway is designed to convey stormwater during the 100-year event however modeling shows that flow depths will not exceed 0.1ft and velocities are under 2 feet per second (fps). For this reason, no hard armoring will be required at the spillway, as Interlachen will continue to maintain a healthy turf forming grass along the length of the spillway. A riprap apron is recommended at the outlet of the 4-inch PVC pipe to prevent erosion. Figure 3 Proposed Dry Basin Table 3 below summarizes the total proposed storage volume for the dry stormwater basin Table 3 Dry Basin Summary Basin Summary Invert 916 ft NAVD88 Spillway 918.25 ft NAVD88 Max Storage 2,630 CF Table 4 below summarizes the peak discharge from both the Northeast and South outlets for the 1-, 10-, and 100-year 24-hour design storms. With the addition of the proposed pervious paver sections and the dry basin, there is no net increase in runoff rates to either terminal outlet. CITY OF EDINA MAY 12 2022 PLANNING DEPARTMENT Infiltration Volume Calculations Net Impervious Water Quality Volume Designed Infiltration Volume 6526 544 1198 Interlachen Country Club: Campus Expansion Project — Stormwater Management Plan May 9, 2022 Page 7 Table 4 Rate Control Summary Rate Control Summary Terminal Outlet 1-year 10-year 100-year Existing Proposed Existing Proposed Existing Proposed Northeast 8.69 5.77 15.49 11.54 27.11 19.13 South 1.04 0.58 2.78 1.34 8.98 7.96 3(c) Volume Control Overall, the Interlachen Campus (including a significant portion of the golf course) located within the MCWD jurisdictional boundaries consists of over 112 acres with less than 11 acres of that being impervious surface. Exact areas are listed below in Table 5 for both existing and proposed conditions. Per section 5(b) of Minnehaha Creek Watershed's Stormwater Rules, since the total impervious on site is less than 40% of the total site and the net increase in impervious is less than a 50% increase, only the net new impervious area must be accounted for in the volume control calculations. Table 5 Total Impervious vs Pervious Summary of • All Im •._' Existing (ac) Proposed (ac) Pervious 101.14 101.02 Impervious 10.98 11.10 Total Site 112.12 112.12 Total % Imp 9.8% 9.9% Per Rule 3(c) of Minnehaha Creek Watershed's stormwater rules, a total of 1-inch of water over the net new impervious area must be infiltrated. Soil borings indicate that there are no high groundwater elevations on site that would exclude infiltration, however the presence of clays in the native soils make infiltration difficult. For this reason, SEH has proposed that only the area's under the pervious paver sections will be used for infiltration to prevent standing water on site. Table 6 Infiltration Volume CITY OF EDINA MAY 1 2 2022 PLANNING DEPARTMENT The perforated pipes within the pervious paver section are perched 3 inches above the bottom of the section. With an expected infiltration rate of 0.08 in/hr, this section should drain down within 37.5hrs following a rain event and infiltrate more than twice the required water quality volume. This infiltration volume also meets the phosphorus reduction requirements from Section 3(a) of the Stormwater Rules. Since most of the phosphorus washed off the surface is mobilized during the first inch of rainfall, the Peak WSEL Summary Design Storm South Basin (ft NAVD88) Pervious Paver Section (ft NAVD88) 1-Year 10-Year 917.43 918.05 927.01 927.33 100-Year 918.35 928.2 Low Opening 930.25 ft NAVD88* Interlachen Country Club: Campus Expansion Project — Stormwater Management Plan May 9, 2022 Page 8 capture and infiltration of this first inch is the most effective way to reduce the overall discharge of phosphorus to downstream waterbodies. Finally, per section 3(e) of the Minnehaha Creek's stormwater rules, at least two (2) feet of separation must exist between the low openings of any buildings and the 100-year water surface elevation for any permanent stormwater BMP. Table 7 below summarizes the elevations associated with all design storms for both basins. Table 7 Peak WSEL Summary *FFE of both the Fitness Center (Fieldhouse) and the Lodge Floodplain Rules The Campus Expansion project lies entirely outside of the regulatory floodplain. The project limits also avoid the 100-year flooding extents identified by the City of Edina (via the XPSWMM model provided by Barr on October 18, 2021). Crossings No water crossings are included with the Campus Expansion Project. Shoreline No shoreline impacts are planned with the Campus Expansion project. All stormwater flowing to the north will outlet through the existing flared end structure. Erosion Control A preliminary erosion and sediment control plan has been attached to this memo for your review. A final copy of the plan will be included with the Minnehaha Creek watershed submittal. JPT Attachment: Exhibit 1: Interlachen Existing Conditions Exhibit 2: Interlachen Proposed Conditions Soil Boring Locations and Draft Logs x:\fj\i\inIc6165858\5-final-dsgn\50-final-dsgn\50-hydro\permits\stormwater_narrative.docx CITY OF EDINA MAY 12 2022 PLANNING DEPARTMENT a- 0 w 0 O Existing Conditions Map Interlachen Country Club Campus Expansion Minneapolis, Minnesota Legend —111. Flow Direction • Storm Manhole Junctions • Inlet —Pi— Storm Sewerline I= Watersheds Parcel Line Biofilter Existing Impervious Area Existing Contours .-- ,. .. .,-- tEi,"E 150 p_ Feet a-aloi . .. itioirio r--- 0 37,5 75 ro s5Y 914 910 1,,,t 4rthstarGeo•ra Project: INLCC 165858 Print Date: 5/9/2022 Nam. Pole WGS W.Murcalor Aosaisry Sphere Soorm 3535 VADNAIS CENTER DR. ST. PAUL. MN 55110 PHONE: (651) 190.2000 FAX (888) 908.8166 TF (800)325.2055 ...xsehInc.can Exhibit 1 SEH &, IV n Te nn Tetinis •ThjFIM;SWItem -Qra,N itAL-A A.4113MID, Y53Ak 711rotaklasoi6,kenettretv e-Gen ye •arthstar•gen z Proposed Conditions Map Interlachen Country Club Campus Expansion Minneapolis, Minnesota 3; ica . • . • • • 4 • 1111" •111 . •• 1 , • 11 • .. 1 11 . • Cm. • as • OP • • AI • 1 of • • .1 . - • • • 91a1 • • ...11 ill .4 • • Field h,ouee_1 Existing Valet Parking Lo No Work Tranchi,CB,2 Lodge_2 - 926 920 918 Project: INLCC 165858 Print Date: 5/9/2022 User Nem.: Polo Projection: WO9 Web MertolorAualliory Awn, Sou.. am/ xhibit 2 37.5 75 150 F Legend —h. Flow Direction • Storm Manhole Junctions • • Inlet —IP— Storm Sewerline — Proposed Pond Pervious Pavers Proposed Conditions Impervious Areas I=1 Proposed Watersheds Parcel Line Biofilter Proposed_Contours Existing Contours 3535 VADNAIS CENTER DR. ST. PAUL. MN 55110 PHONE: (651) 490-2000 FAX (888) 908-8168 TE (800) 325.2055 hinccom SEH o E - z 0- —.410i1 Soil Boring Exhibit Waterman Avenue Improvements Interlachen Country Club Edina, 111N SEH Project No.: INLCC 165858 -,-N/ C) 0 \ ' \\NO 1 " N f i'-1-7- t 1 'ci`' PP SMF . 4,., 4, -, ==1-:\li SEH Maxar, Maxar, Microsoft, Esri Community Maps Contributors, Metropolitan Council, MetroGIS, Three Rivers Park District, © OpenStreetMap, Microsoft, Esri, HERE, Garmin, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS, EPA, NPS, US Census Bureau, USDA, Esri, CGIAR, USGS, Baylor University, Texas Parks & Wildlife, Esri, I IERE, Garmin, SafeGraph, FAO, METI/NASA, USGS, EPA, NPS, a May 2O2 Coordinate System: WGS 1984 Web Mercator Auxiliary Sphere Km () (1.23 0.45 a. § a_ 0 SUBSURFACE BORING LOG ENGINEEGING TESTING AET No: P-0010908 Log of Boring No. B-1 (p. 1 of 1) Project: Interlachen Country Club Improvements; Edina, MN DEPTH IN FEET Surface Elevation 932 GEOLOGY N MC SAMPLE TYPE RNC IN. FIELD & LABORATORY TESTS WC DEN LL PL %-#20( MATERIAL DESCRIPTION , ' 2 3 — 4 - 5 — - 611 Bituminous pavement FILL 44 I I 18 32 3r 35 47 M M M M M Ib SU SS over SS SS SS SS SS SS over SS 24 opt. 17 20 10 24 24 24 opt 24 13 18 # 17 13 11 15 8 mc; 26 mc; wet? waterbea.ing'? FILL, mostly silty sand, a little gravel, brown, frozen r-- FILL, mostly sandy lean clay, a little gravel, —\brown, frozen FILL, mostly clayey sand with organic fines, a little gravel, dark brown, frozen to 4' Organic Content 6 - SANDY LEAN CLAY, a little gravel, brown, stiff (CL) '.. .. . . TILL ' t1 8 - 9- 10 - 11 - 12 - 13 — 16 — 111 14 — 15 CLAYEY SAND, a little'' vel, bro ar lens of silty sand (SC) , I CITY OF EDINA MAY 1. 2 2022 PLANNING DEPARTMENT °. e" 0,. • .. ' . • 17 18 — 19 - 20 - 21 - CLAYEY SAND, a little gravel, brown, hard, lens of silty sand (SC) • • . . LEAN CLAY, reddish brown, hard (CL) z ..0 FINE ALLUVIUM SAND WITH SILT, fine grained, light brown, moist, dense (SP-SM) COARSE ALLUVIUM END OF BORING DEPTH: DRILLING METHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO THE ATTACHED SHEETS FOR AN EXPLANATION OF TERMINOLOGY ON THIS LOG 0-19W 3.25" HSA DATE TIME SAMPLED DEPTH CASING DEPTH CAVE-IN DEPTH DRILLING FLUID LEVEL WATER LEVEL 3/16/22 8:35 21.5 19.5 21.0 None COMPLETED: 3/16/22 DR: RG LG: SB Rig: 96 03/2011 01-DH R-060 SUBSURFACE BORING LOG AMERICAN ENGINEERING TESTING AET No: P-0010908 Log of Boring No. B-2 (p. 1 of 1) Project: Interlachen Country Club Improvements; Edina, MN DEPTH FEET Surface Elevation GEOLOGY N MC SAMPLE TYPE REC IN. FIELD & LABORATORY TESTS WC DEN LL PL %-#20( MATERIAL DESCRIPTION 1 — FILL, mostly clayey sand with organic fines, dark brown, frozen FILL wet? 3 M i ri I 1• li 11 SS 14 —18—÷31 24 24 24 24 20 24 24 26 1I 9 21 12 12 2 3 — 4 — 5 — 6— 7 — 8 — 9 — 10 — II — FILL, mostly sandy lean clay, brown iI SS SS SS SS SS SS SS SS 28 32 24 35' 51 59 M M wet M M/W FILL, mostly clayey sand, a little gravel with sandstone, brown / CLAYEY SAND, a little gray , • (SC) . V . . TILL LEAN CLAY, brown, very stiff (CL) 4 ' FINE ALLUVIUM 12 13 — 14 CLAYEY SAND, a little gravel, brown, hard, lens of sand (SC) • 1144i r% 15 — 16 — 17 SILTY SAND, a little gravel, fine to medium grained, brown, moist, dense (SM) : ..' ..... COARSE ALLUVIUM 18 — 19 — 20 — 21 — CLAYEY SAND, a little grgalYlidiTAI-taltt (SC) MAY 12 2022 7 ._. TILL SILTY SAND, a littleltlrikWfhitiiTnediarnMEI% grained, light brown, moist, very dense (SM) COARSE ALLUVIUM END OF BORING DEPTH: DRILLING METHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO THE ATTACHED SHEETS FOR AN EXPLANATION OF TERMINOLOGY ON THIS LOG 0-19'/2' 3.25" HSA DATE TIME SAMPLED DEPTH CASING DEPTH CAVE-IN DEPTH DRILLING FLUID LEVEL WATER LEVEL 3/16/22 1:15 16.5 14.5 16.5 15.8 3/16/22 1:25 16.5 14.5 16.4 14.2 BORING COMPLETED: 3/16/22 3/16/22 2:00 21.5 19.5 21.2 None DR: RG LG: SB Rig: 96 03/2011 01-DHR-060 SUBSURFACE BORING LOG AMERICAN ENGINEENING TESTING AET Project: No: P-0010908 Log of Boring No. Edina, MN B-3 (p. 1 of 1) Interlachen Country Club Improvements; DEPTH IN FEET Surface Elevation 923 GEOLOGY N MC SAMPLE TYPE REC IN. FIELD & LABORATORY TESTS MATERIAL DESCRIPTION WC DEN LL PL %-1/20( 1 — 2 — 3 — 4 — 5— 6— FILL, mostly clayey sand with organic fines, black, frozen to 1' Organic Content/P200 Organic Con-nt FILL 16 9 15 28 39 57 21 26 35 F/M M M M M M M M il E. E. SS SS SS SS SS SS SS SS SS 18 6 2 24 24 8 24 24 24 20 20 20 10 9 10 14 19 20 8 — 10 — 11 — 12 — 13 — 14 — 15 — 16 — 17 — 18 — CLAYEY SAND, a little vel, bro et stiff to hard (SC) 111 . . . . • . . . TILL SANDY LEAN CLAY, a little gravel, brown, very stiff (CL) CITY OF EDINP MAY 1 2 2022 PLANNING DEPART ' . 19 20 — 21 — LEAN CLAY, brown, hard, lens of silty sand (CL) FINE ALLUVIUM END OF BORING DEPTH: DRILLING METHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO THE ATTACHED SHEETS FOR AN EXPLANATION OF 0-19W 3.25" HSA DATE TIME SAMPLED DEPTH CASING DEPTH CAVE-IN DEPTH DRILLING FLUID LEVEL WATER LEVEL 3/16/22 12:40 21.5 19.5 21.0 None BORING COMPLETED: 3/16/22 TERMINOLOGY ON DR: RG LG: SB Rig: 96 THIS LOG 01-D HR-060 0 03/2011 SUBSURFACE BORING LOG AMERICAN ENGINEERING TESTING AET No: P-0010908 Log of Boring No. B-4 (p. 1 of 1) Project: Interlachen Country Club Improvements; Edina, MN DEPTH IN FEET Surface Elevation 922 GEOLOGY N MC SAMPLE TYPE REC FIELD & LABORATORY TESTS IN.WC DEN LL PL %-1120( MATERIAL DESCRIPTION I — 3 — 5— 6 — 7 — 8 — 9 — 10 — 11 — 12— 13 — 14 — 15 — 16 — 17 — 18 — FILL, mostly silty sand with organic fines, dark brown, frozen FILL 20 9 33 ‘ 28' 22 44 F M I4 M M M 41 IT I 1 I SU SS SS SS SS SS SS SS SS 18 24 24 24 16 24 24 22 25 25 20 13 9 18 25 18 2 ---‘\f'rozen FILL, mostly organic sandy lean clay, black, / r . • . .. .. %5 TILL et? 4 — SANDY LEAN CLAY, a little gravel, brown, firm to stiff (CL) <111111 (SC) CLAYEY SAND, a little gravel, brown, har le % : .....:: .. .. • . • LEAN CLAY, brown, very stiff (CL) CITY OF EDINA MAY 1 2 202? FINE ALLUVIUM wet? 19 20 — 21 — LEAN CLAY, brovyp,:hprOaOnaticinsof sand (CL) ' MIXED ALLUVIUM END OF BORING DEPTH: DRILLING METHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO THE ATTACHED SHEETS FOR AN EXPLANATION OF TERMINOLOGY ON 0-191/1' 3.25" HSA DATE TIME SAMPLED DEPTH CASING DEPTH CAVE-IN DEPTH DRILLING FLUID LEVEL WATER LEVEL 3/16/22 10:50 21.5 19.5 21.2 None BORING COMPLETED: 3/16/22 DR: RG LG: SB Rig: 96 THIS LOG 01-DHR-060 0 -J$1- (.9 oi o 9 03/2011 SUBSURFACE BORING LOG AMERICAN ENGINEERING TESTING AET No: P-0010908 Log of Boring No. C-1 (p. 1 of 1) Project: Interlachen Country Club Improvements; Edina, MN DEPTH FEET Surface Elevation 931 GEOLOGY MC SAMPLE TYPE REC IN. FIELD & LABORATORY TESTS WC DEN LL PL %-//20( FLET Surface MATERIAL DESCRIPTION 2 — Bituminous pavement _5,5" FILL F F F F SU SU SU SU 15 I _FILL, mostly silty sand with gravel, brown, frozen I FILL, mostly sand, light brown, frozen FILL, mostly clayey sand, a little gravel, dark i brown, frozen END OF BORING CITY OF EDINA MAY 1 2 2022 PLANNING DEPARTMENT DEPTH: DRILLING METHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO T ATTACHED SHEETS FOR AN EXPLANATION OF TERMINOLOGY ON 0-2' 3.25" HSA DATE TIME SAMPLED DEPTH CASING DEPTH CAVE-IN DEPTH DRILLING FLUID LEVEL LEVEL, LEVEL 3/16/22 9:00 2.0 - 2.0 None BORING COMPLETED: 3/16/22 DR: RG LG: SB Rig: 96 THIS LOG 03/2011 01-DHR-060 c4 M F- 0 SUBSURFACE BORING LOG AMERICAN ENGINEERING TESTING AET Project: No: P-0010908 Log of Boring No. Edina, MN C-2 (p. 1 of 1) Interlachen Country Club Improvements; DEPTH IN FEET Surface Elevation 928 GEOLOGY N MC SAMPLE TYPE REC FIELD & LABORATORY TESTS MATERIAL DESCRIPTION IN.WC DEN LL PL 0(0-#2.0( 6.75" Bituminous pavement FILL F F F SU SU SU 13 I _-\FILL, mostly silty sand, brown, frozen i---- FILL, mostly sandy lean clay, brown, frozen 2 END OF BORING O4). CITY OF MAY 1 PLANNING DEPARTMENT EC 2 2022 INA DEPTH: DRILLING METHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO THE ATTACHED SHEETS FOR AN EXPLANATION OF TERMINOLOGY ON 0-2' 3.25" HSA DATE TIME SAMPLED DEPTH CASING DEPTH CAVE-IN DEPTH DRILLING FLUID LEVEL WATER LEVEL 3/16/22 9:10 2.0 - 2.0 None BORING COMPLETED: 3/16/22 DR: RG LG: SB Rig: 96 THIS LOG 01-DHR-060 THIS PAGE IS INTENTIONALLY LEFT BLANK CITY OF EDINA MAY 1 2 2022 PLANNING DEPARTMENT Pinnacle Sill Engineering Owning Challenges. Winning Trust. 11541 95"' Avenue North Minneapolis, MN 55369 Tel: 763-315-4501 Fax: 763-315-4507 August 20, 2021 Mr. Joel Livingood Interlachen Country Club 6200 Interlachen Boulevard Edina, Minnesota 55436 RE: Level 1 Offsite Wetland Determination Services Interlachen Country Club 6200 Interlachen Boulevard Edina, Minnesota 55436 Pinnacle Project No.: EM20212992 Dear Mr. Livingood: Pinnacle Engineering Inc. (Pinnacle) has performed a Level 1 Offsite Wetland Determination and Delineation of a portion of the Interlachen Country Club (ICC) located at 6200 Interlachen Boulevard in Edina, Minnesota (Site), which is within portions of Section 30, Township 117N, Range 21W. The Site consists of wetlands, parking areas, wooded areas, and manicured lawns. The Level 1 Offsite Wetland Determination was conducted in substantial conformance with the 1987 U.S. Army Corps of Engineers Wetland Delineation Manual, updated February 25, 1997, and utilizes the Midwest Region Supplement. The attached report documents the methods and findings of the delineation. It was determined that one wetland was present at the Site. The Level 1 Offsite Wetland Determination utilized historical aerial photographs, soil surveys, wetland inventory maps, topographic maps, and climatic records. The determination will be reviewed by the Minnehaha Creek Watershed District, the Local Governmental Unit (LGU), who administers the Minnesota Wetland Conservation Act (WCA). The following report documents the methods and findings of the determination. If you have any questions or wish to discuss any aspect of the project, please contact me at (763) 760-7413. We look forward to being of continued service to you. Sincerely, PINNACLE ENGINEERING, INC. Scott Thelen Staff Scientist, Certified Wetland Scientist #1249 Corporate: 11541 95th Avenue North, Minneapolis, MN 55369 800-366-3406 • Main: 763-315-4501 • Fax: 763-315-4507 Minneapolis, MN • Rochester, MN • Omaha, NE • Minot, ND www.pinenig.com 24 Hr. Emergency Response: 1-866-658-8883 CITY OF EDINA. MAY 1 2 2022 PLANNING DEPARTMENT WETLAND DETERMINATION REPORT FOR: Interlachen Country Club 6200 Interlachen Boulevard Edina, Minnesota 55436 PREPARED FOR: Interlachen Country Club 6200 Interlachen Boulevard Edina, Minnesota 55436 PREPARED BY: Pinnacle Engineering, Inc. 11541 95thAvenue North Maple Grove, Minnesota 55369 August 20, 2021 tral Pinnacle Engineering Owning Challenges. Winning Trust. Pinnacle Project Number: EM20212992 CITY OF EDINA MAY 12 2022 PLANNING DEPARTMENT WETLAND DETERMINATION AND DELINEATION FOR: INTERLACHEN COUNTRY CLUB 6200 INTERLACHEN BOULEVARD EDINA, MINNESOTA 55436 PREPARED FOR: INTERLACHEN COUNTRY CLUB 6200 INTERLACHEN BOULEVARD EDINA, MINNESOTA 55436 PREPARED BY: PINNACLE ENGINEERING, INC. 11541 95th AVENUE MAPLE GROVE, MINNESOTA 55369 PINNACLE PROJECT NUMBER: EM20212992 August 20, 2021 Prepared By: Reviewed By: Scott Thelen Senior Scientist MN Wetland Delineator #1249 Matt BartusBartus Senior Scientist CITY OF EDINA MAY 1 2 2022 PLANNING DEPARTMENT Table of Contents 1.0 INTRODUCTION 1 1.1 Introduction 1 1.2 Scope 1 2.0 BACKGROUND INFORMATION 2 2.1 Site Location and Use 2 2.2 Surveys and Maps 2 2.2.1 Topographic Maps 2 2.2.2 Soil Survey 2 2.2.3 NWI Maps 2 2.2.4 Public Waters Inventory 2 3.0 WETLAND DETERMINATION 2 3.1 Methodology 2 3.2 Aerial Photo Evaluation 2 3.3 Wetland Description 3 4.0 DISCUSSION 4 5.0 CONCLUSION 4 6.0 STANDARD OF CARE 5 7.0 REFERENCES 6 CITY OF EDINA MAY 1 2 2022 PLANNING DEPARTMENT PINNACLE ENGINEERING, INC. WETLAND DELINEATION FIGURES FIGURE 1: Site Location Map FIGURE 2: Site Layout FIGURE 3: Soil Survey Map FIGURE 4: National Wetland Inventory Map FIGURE 5: Public Waters Inventory Map FIGURE 6: Wetland Communities APPENDICES APPENDIX A: Wetland Boundary Application APPENDIX B: Historical Aerial Imagery APPENDIX C: Wetland Hydrology Assessment CITY OF EDINA MAY 12 2022 PLANNING DEPARTMENT PINNACLE ENGINEERING, INC. WETLAND DELINEATION ii 1.0 INTRODUCTION 1.1 Introduction Pinnacle Engineering, Inc. (Pinnacle) performed a Level 1 Offsite Wetland Determination and Delineation of a portion of the Interlachen Country Club located at 6200 Interlachen Boulevard in Edina, Hennepin County, Minnesota, which is within portions of Section 30, Township 117N, Range 21W (Lat: 44.918114°, Long-93.381515°, WGS 1984). The Site is only a portion of the larger underlying country club property and consists of wetlands, parking areas, wooded areas, and manicured lawns. The project consists of a renovation to the Interlachen Country Club outdoor facilities and parking area. The wetland boundary is needed to meet the Minnehaha Creek Watershed District (MCWD) requirements for the project. The Offsite Determination was conducted in substantial conformance with the 1987 U.S. Army Corps of Engineers Wetland Delineation Manual, updated February 25, 1997, and utilizes the Midwest Regional Supplement. The attached report documents the methods and findings of the Level 1 Offsite Wetland Determination. Pinnacle was retained in 2018 to delineate the southeastern portion of the wetland area for a parking lot project. The 2018 delineation was made utilizing the techniques of the Routine Onsite Method, as described in the 1987 U. S. Army Corps of Engineers Wetland Delineation Manual, updated February 25, 1997 and utilizing the Midwest Region Supplement. Determination of hydric soils, site hydrology, and hydrophytic vegetation were made according to the procedures and guidelines described in the manual. Sampling locations were selected to be representative of wetland/upland transition areas. A MNRAM function and values assessment was conducted at that time. The delineation was verified by the MCWD in 2018. The elevation of the verified flags was utilized to determine the elevation of the current wetland basin. 1.2 Scope Pinnacle conducted the Level 1 Offsite Wetland Determination in substantial accordance with the criteria established in the 1987 U. S. Army Corps of Engineers Wetland Delineation Manual, updated in 1997, the Midwest Regional Supplement (August 2010), and the St. Paul District Guidance for Offsite Hydrology/Wetland Determination. The level 1 off-site determination was conducted since the work was done outside the growing season. The work included the following items: • Review of USGS topographic maps, • Review of National Wetland Inventory (NWI) Maps, • Review of Natural Resources Conservation Service (NRCS) County Soil Surveys, • Review of historical aerial photographs from various sources, • Review of weather conditions present at the time of the aerial ph,949zpilholt\IA • Preparation of report summarizing the findings; and, • Submission of the report to the MCWD. PLANNING DEPARTIviENT Pinnacle Engineering, Inc. Wetland Determination Report 11541 95th Avenue North Interlachen Country Club Maple Grove, MN 55369 August 20, 2021 7RR-11q-ein1 Pane 1 Pinnarle Prnient Ni imher PV1711912QQ9 MAY 1 2 2022 2.0 BACKGROUND INFORMATION 2.1 Site Location and Use The project area is located at Interlachen Country Club, 6200 Interlachen Boulevard in Edina, Minnesota, which is within portions of Section 30, Township 117N, Range 21W (Lat: 44.918114°, Long-93.381515°, WGS 1984). The Site is only a portion of the larger underlying country club property and consists of wetlands, parking areas, wooded areas, and manicured lawns. The larger parent property has a Property Identification Number (PID) for the project area is 3011721140004. Figure 1 identifies the Site location. 2.2 Surveys and Maps Pinnacle conducted a review of the Natural Resources Conservation Service (NRCS) Web Soil Survey map, topographic maps, Protected Waters Inventory (PWI), and National Wetland Inventory (NWI) maps for the vicinity of the Site. The following sections summarize the information available at the time of this review. Ul I Y ELAN/ 2.2.1 Topographic Maps MAY 1 2 202? The topographic map depicted the project area as a golf courwk /Op &pond in the northern portion of the Site. The Site is situated within a relatively flat topograPhi&Sttting with a range in elevation from approximately 936 feet above mean sea level (MSL) in the southern portion of the parcel to approximately 912 feet MSL near the pond/wetland in the northern portion of the Site. The wetland basin is located at an elevation of approximately 914 MSL. Based on the contour intervals on the topographic map and our Site observations in 2018, surficial drainage of the project area appears to be to the north, towards the subject pond/wetland. 2.2.2 Soil Survey The NRCS Web Soil Survey map, which is included as Figure 3, was reviewed for information pertaining to the Site soils. The Soil Survey indicated the Site soil units are: Lester silt loam (map unit ID — L22F), Angus loam (map unit ID — L37B), Urban land Lester complex (map unit ID — L52C), Udorthents (cut and fill land) (map unit ID — U38), and Water (map unit ID — W). None of the identified soil types are considered hydric soils. 2.2.3 Wetland Inventory Maps The United States Fish and Wildlife Service (USFWS)-National Wetland Inventory (NWI) map for the Site area depicted one wetland complex within and adjacent to the Site boundaries. The wetland types are identified as Palustrine, unconsolidated bottom, intermittently exposed (PUBG) with a Palustrine, forested, broad-leaved deciduous, temporarily flooded (PFO1A) fringe. NWI maps generally show the approximate location of wetlands as of the time of publication. The NWI map, as reviewed by Pinnacle, were compiled based on aerial photo interpretation and field surveys and is included as Figure 4. Pinnacle Engineering, Inc. Wetland Determination Report 11541 95th Avenue North Interlachen Country Club Maple Grove, MN 55369 August 20, 2021 Pan/. 7 Pinnarla Prniprt Nliimhpr• FIV1911919qc19 2.2.4 Public Waters Inventory The Minnesota Department of Natural Resources Public Waters Inventory (PWI) produces a map of the protected wetlands and waters of the State. The PWI map, which is included as Figure 5, indicates no public waters are located within the Site boundaries. 3.0 WETLAND DETERMINATION 3.1 Methodology The wetland determinations were made utilizing the techniques of the Offsite Method, as described in the 1987 U. S. Army Corps of Engineers Wetland Delineation Manual, updated February 25, 1997, the Midwest Regional Supplement (August 2010), and the St. Paul District Guidance for Offsite Hydrology/Wetland Determination. A Level 1 Offsite Determination typically requires a review of the available aerial photographs from several years ranging from 1936-2020. All aerial imagery should be evaluated in the context of antecedent moisture conditions as per Evaluating Antecedent Precipitation Conditions. The standard method for evaluating antecedent moisture conditions involves comparing precipitation totals from the three months prior to the date of the image with 30-year normal amounts (1981-2010), calculating a weighted multi-month score and determining a climate condition (dry, normal, wet). A review of the 1992 aerial photograph depicts a similar configuration to the 2020 aerial photograph. See Appendix B for all aerial photos for various years ranging from 1992 to 2020. Vegetation type was assumed based on the NWI classification and the presence of wetland signatures in the various aerial photographs. Pinnacle utilized data from the Minnesota State Climatology Office precipitation grids to determine whether precipitation for the years of the aerial photographs were wet, dry, or normal. Standing water and wetland signatures are visible in the wetland area on the reviewed historical aerial photographs, as discussed above. A review of the climate data stations indicated a local weather station was found in Hennepin County, MN from which the wet, dry, or normal precipitation was determined. I Yiii LUINi 3.2 Aerial Photo Evaluation MAY 1 2 2022 Pinnacle acquired aerial photographs from Google Earth Pro from the years 1992, 2003, 2006, 2010, 2012, 2013, 2014, 2015, 2017, 2018, 2019 and 2020 to evaluate if wetland signatures were present in the aerial photographs. The review included evaluation of soils data for presence of hydric soils, NWI map, aerial imagery from wet and dry periods, and other wetland mapping resources to identify potential wetland areas for further evaluation. Pinnacle Engineering, Inc. Wetland Determination Report 11541 95th Avenue North Interlachen Country Club Maple Grove, MN 55369 August 20, 2021 Pana 7 PinnarIP Prniert Niimhpr. FIV1911919Qq9 Images were reviewed to determine the frequency of wetland signatures visible on each image. Each year was reviewed carefully, and observations were noted in accordance standard terminology. Observations compared normal and equal amounts of wet and dry periods to provide context. The number of years of imagery with normal and equal amounts of wet and dry periods precipitation conditions that exhibited wetland signatures were tallied. The recording form for the aerial photography review is included in Appendix C. The results were utilized to aid in the determination of the wetland areas. Areas with 50% or more hits in normal and equal wet and dry years were determined to be likely wetlands. The 1992 aerial photograph depicts a building on the south side of Wetland 1 and less developed areas to the north and east of Wetland 1. A parking area, access road and buildings have been developed in the 2003 aerial photograph. The building north south of Wetland 1 has been removed and there are additional buildings north of Wetland 1 in the 2012 aerial photograph. The Site appears to be in its current configuration in the 2019 aerial photograph. The table below describes the wetland area and their location, size and type. Table 1. Wetland and Suspect Areas Table 4Front Technologies Campus Oakdale, Minnesota Wetland ID Number Latitude Longitude On-site Sizes (ac) Cowardin Classification W-1 44.918114° -93.381515° 2.10 PUBG/PF01A 3.3 Wetland Descriptions Pinnacle identified one wetland within the Site boundary throughout the aerial photography and weather data evaluation. NWI descriptions of the wetland classifications and types are found below. Wetland Type PUBG The NWI Cowardin wetland classification system identifies the PUBH label for a wetland that consists of a palustrine basin, with an unconsolidated bottom that may be intermittently exposed usually within a depressional area. The NWI map for the Site area indicated one PUBG wetland contained within the Site boundaries, which corresponds to portions of Wetland 1. The soils survey did not indicate hydric soils located within the wetland area. Wetland Type PF01A MAY 1 2 2022 The NWI Cowardin wetland classification system identifies the PFO1A lab,elfora wetland that consists of a palustrine basin, dominated by woody angiosperms (trees or shrubs) with trees 6 meters tall or taller, with relatively wide, flat leaves that are shed during the cold or dry season and that is temporarily flooded. Surface water is present for brief periods during the growing season, but the water table usually lies well below the ground Pinnacle Engineering, Inc. Wetland Determination Report 11541 95th Avenue North Interlachen Country Club Maple Grove, MN 55369 August 20, 2021 7W1-f11_,dsn1 Pane :1 Pinnarle Prniert Niimher PK/19(1717997 surface for most of the season. The NWI map for the Site area indicated one PFO1A wetland within Site boundaries, which corresponds to portions of Wetland 1. The soils survey did not indicate hydric soils located within the wetland area. 4.0 DISCUSSION Pinnacle Engineering, Inc. (Pinnacle) performed a Level 1 Offsite Wetland Determination for portions of the Interlachen Country Club property located at 6200 Interlachen Boulevard in Edina, Hennepin County, Minnesota which is within portions of Section 30, T117N, R21VV (Lat: 44.798157°; Long: -93.174134°, WGS 1984). The Site is only a portion of the larger underlying country club property and consists of wetlands, parking areas, wooded areas, and manicured lawns. The larger parent property has a Property Identification Number (PID) for the project area is 3011721140004. The topographic map review indicated the project area slopes to the depressional wetland basin area within the site. The soil survey map did not indicate the presence of hydric soils adjacent the wetland area and indicated standing water in the Wetland 1 area. The NWI depicts Wetland 1 as a wetland complex comprised of two wetland types (PUBG and PEM1C). The PWI map identified no protected wetlands within the project area. This Site contains one wetland within its boundaries. From the review of the aerial photographs, it appears the Wetland 1 has consistently been present prior to 1992 to the present. Site was in its current configuration from 2019 through the 2020 aerial photos. The wetland appears to receive surficial stormwater runoff from the adjacent parking lots and buildings. The wetland elevation of 914 MSL was determined during the verified wetland delineation from 2018. Culverts were noted during the 2018 wetland delineation draining into the eastern and southern sides of Wetland 1. A culvert on the eastern side of the wetland basin appears to drain the wetland under the road to the east. 5.0 CONCLUSION The Interlachen Country Club retained Pinnacle to conduct a Level 1 Offsite Wetland Determination of a portion of the Interlachen Country Club located at 6200 Interlachen Boulevard in Edina, Hennepin County, Minnesota. The delineation was conducted in substantial conformance with the 1987 U.S. Army Corps of Engineers Wetland Delineation Manual. The Wetland Determination consisted of a Level 1 Offsite Determination utilizing historical aerial photographs and climatic records. Pinnacle determined one wetland was present within the northern portion of the Site. The wetland may aid in surficial runoff treatment. The nature of the identified wetland is discussed above. The delineation will be reviewed by the MCWD who serve as the local ;11Y , governmental units administering Minnesota's Wetland Conservation Act. OF EDIT MAY 1 2 2022 PLANNING DEPAP7RIENT Pinnacle Engineering, Inc. Wetland Determination Report 11541 95th Avenue North Interlachen Country Club Maple Grove, MN 55369 August 20, 2021 7R1-'11-dc(11 Pane Pinnarle Prniert Niirnher• PN/1911919QQ9 6.0 STANDARD OF CARE Environmental services performed by Pinnacle for the project have been conducted in a manner consistent with the degree of care and technical skill appropriately exercised by environmental professionals currently practicing in this area under similar budget and time constraints. Recommendations or opinions contained in this report represent our professional judgment and are generally based upon available information and currently accepted practices for environmental professionals. Other than this, no other warranty is implied nor is it expressed. CITY OF EDINA MAY 1 2 2022 PLANNING DEPARTMENT Pinnacle Engineering, Inc. Wetland Determination Report 11541 95th Avenue North Interlachen Country Club Maple Grove, MN 55369 August 20, 2021 7R!1-11s_asni Pam. Pinnarlp Prniart Niimhpr FA7n919999 7.0 REFERENCES Eggers, Steve D. and Reed, Donald M., Wetland Plants and Plant Communities of Minnesota and Wisconsin, 1997, U. S. Army Corps of Engineers, St. Paul District. Interim Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Midwest Region, October 2010, Washington, D. C. Lyon, John Grimson, Practical Handbook for Wetland Identification and Delineation, 1993, Lewis Publishers, Boca Raton, Florida. Minnesota Board of Water and Soil Resources <https://bwsr.state.mn.us/sites/default/files/2018- 12/WETLANDS_Delin_Guidance_for_Offsite_Hydrology_and_Wetland_Determin ations.pdf> (March 5, 2021). Minnesota Geospatial Commons (https://gisdata.mn.gov/dataset/water-mn-public- waters), NWI data (https://gisdata.mn.gov/dataset/water-nat-wetlands-inv-2009- 2014), generated by Scott Thelen using <https://gisdata.mn.gov/>, March 5, 2021. United States Department of Agricultural, Natural Resources Conservation Service, Data Gateway <http://datagateway.nrcs.usda.gov/> (August 18, 2021). U.S Fish and Wildlife Service National Wetlands Inventory http:/www.fws.gov/wetlands/data/WebMapServices.html > (August 18, 2021). U. S. Army Corps of Engineers, U. S. Army Corps of Engineers Wetland Delineation Manual, 1987, updated on February 25, 1997, Washington, D. C. Hennepin County GIS. <https://gis.hennepin.us/naturalresources/map/default.aspx> (August 18, 2021). CITY OF EDINA MAY 12 2022 PLANNING DEPARTMENT Pinnacle Engineering, Inc. Wetland Determination Report 11541 95th Avenue North Interlachen Country Club Maple Grove, MN 55369 August 20, 2021 7A1-11s_asni Pant= PinnarIP Prniprl NI imhpr FKA7(1919q99 FIGURE 1 Site Location Map WETLAND DETERMINATION AND DELINEATION CITY OF EDINA MAY 12 2022 PLANNING DEPARTMENT PLANNING DEPARTMENT Site Location.mxd DRAWN: ST REVIEWED: MB DATE: 08/19/2021 PROJECT NUMBER: EM20212992 411i,..114.11 111 4t FIGURE 1. Site Location Interlachen Country Club 6200 Interlachen Boulevard Edina, Minnesota 55436 LEGEND *Stff-TY OF EDINA C-1Project Boundary MAY 1 2 2022 Pinnacle Engineering 11541 95th Ave N. Minneapolis, MN 55369 (763) 315-4501 www.pineng.com FIGURE 2 Site Layout WETLAND DETERMINATION AND DELINEATION CITY OF EDINA MAY 1 2 2022 PLANNING DEPARTMENT MAY 1 2 2022 PLANNING DEPARTMENT File: Site Layout.mxd DRAWN: ST REVIEWED: MB DATE: 08/19/2021 PROJECT NUMBER: EM20212992 FIGURE 2. Site Layout Interlachen Country Club 6200 Interlachen Boulevard Edina, Minnesota 55436 LEGEND CIProject Boundary Wetland 2 ft contour CITY OF EDINA\ Pinnace Engineering 11541 95th Ave N. Minneapolis, MN 55369 (763) 315-4501 www.pineng.com FIGURE 3 Soil Survey WETLAND DETERMINATION AND DELINEATION CITY OF EDINA MAY 12 2022 PLANNING DEPARTMENT PLANNING DEPARTMENT File: Soils.mxd 1•211710111=1 REVIEWED: MB DATE: 06/04/2018 PROJECT NUMBER: EM20212992 L52C L22F - Lester loam L37B - Angus loam L52C - Urban land-Lester complex U3B - Udorthents (cut and fill land) W - Water FIGURE 3. NCRS Soils Interlachen Country Club 6200 Interlachen Boulevard Edina, Minnesota 55436 LEGEND CI Project Boundary NCRS Soils CITY OF EDINA Pinnacle ac .5n Engineering 11541 95th Ave N. Minneapolis, MN 55369 (763) 315-4501 www.pineng.com FIGURE 4 National Wetland Inventory WETLAND DETERMINATION AND DELINEATION CITY OF EDINA MAY 1 2 2022 PLANNING DEPARTMENT 11541 95th Ave N. Minneapolis, MN 55369 (763) 315-4501 www.pineng.com Pinnacle 21M Engineering DRAWN ST MIA1111001X17 DATE: 08/19/2021 PROJECT NUMBER. EM20212992 * Freshwater Emergent Wetland ▪ Freshwater Forested/Shrub Wetland 111111 Freshwater Pond IIII Lake ▪ Other Riverine FIGURE 4. NWI Map Interlachen Country Club 6200 Interlachen Boulevard Edina, Minnesota 55436 LEGEND C.Project Boun61 daw 1 rOF EDINA MAY 1 2 2022 PLANNING DEPARTMENT FIGURE 5 Public Waters Inventory WETLAND DETERMINATION AND DELINEATION CITY OF EDINA MAY 12 2022 PLANNING DEPARTMENT 11541 95th Ave N. Minneapolis, MN 55369 (763) 315-4501 www. pin e ng . com MI Pinnacle WI Engineering REVIEWED: MB DRAWN. 'T DATE: 08/19/2021 PROJECT NUMBER: EM20212992 1 I FIGURE 4. PWI Map Interlachen Country Club 6200 Interlachen Boulevard Edina, Minnesota 55436 LEGEND CiProject Boundary PWI basins •••PWI watercourses CITY OF EDINA MAY 12 2022 PLANNING DEPARTMENT FIGURE 6 Wetland Communities WETLAND DETERMINATION AND DELINEATION CITY OF EDINA MAY 1 2 2022 PLANNING DEPARTMENT MAY 1 2 202? PLANNING DEPARTMFNT et Comm.mxd NA 11541 95th Ave N. Minneapolis, MN 55369 (763) 315-4501 www.pineng.com 1,21 Pinnacle rail Engineering DRAWN: ST REVIEWED: MB DATE: 08/19/2021 PROJECT NUMBER' EM20212992 FIGURE 6. Wetland Communities Interlachen Country Club 6200 Interlachen Boulevard Edina, Minnesota 55436 Wetland 1., LEGEND CIProject Boundary Wetland Shallow Marsh 11Fresh Meadow NM Forested Cl APPENDICES CITY OF EDINA MAY 1 2 2022 PLANNING DEPARTMENT APPENDIX A Wetland Boundary Application CITY OF EDINA MAY 1 2 2022 PLANNING DEPARTMENT Project Name and/or Number: PART ONE: Applicant Information If applicant is an entity (company, government entity, partnership, etc.), an authorized contact person must be identified. If the applicant is using an agent (consultant, lawyer, or other third party) and has authorized them to act on their behalf, the agent's contact information must also be provided. Applicant/Landowner Name: Interlachen Country Club; Joel Livingood Mailing Address: 6200 Interlachen Boulevard, Edina, MN 55436 Phone: (952) 924-7401 E-mail Address: JLivingood@interlachencc.org Authorized Contact (do not complete if same as above): Pinnacle Engineering, Inc., Scott Thelen Mailing Address: 11541 95th Ave. NE Phone: 763-277-8410 E-mail Address: sthelen@pineng.com Agent Name: Scott Thelen Mailing Address: 1154195th Ave. NE Phone: 763-277-8410 E-mail Address: sthelen@pineng.com PART TWO: Site Location Information County: Hennepin City/Township: Edina Parcel ID and/or Address: Legal Description (Section, Township, Range): S30, T117N, R21W Lat/Long (decimal degrees): Lat: 44.918114°, Long-93,381515° Attach a map showing the location of the site in relation to local streets, roads, highways. Attached Approximate size of site (acres) or if a linear project, length (feet): 1.5-acres If you know that your proposal will require an individual Permit from the U.S. Army Corps of Engineers, you must provide the names and addresses of all property owners adjacent to the project site. This information may be provided by attaching a list to your application or by using block 25 of the Application for Department of the Army permit which can be obtained at: http://www.mvp.usace.army.mil/Portals/57/docs/regulatorv/RegulatoryDocs/engform 4345 2012oct.pdf PART THREE: General Project/Site Information If this application is related to a delineation approval, exemption determination, jurisdictional determination, or other correspondence submitted prior to this application then describe that here and provide the Corps of Engineers project number. Describe the project that is being proposed, the project purpose and need, and schedule for implementation and completion. The project description must fully describe the nature and scope of the proposed activity including a description of all project elements that effect aquatic resources (wetland, lake, tributary, etc.) and must also include plans and cross section or profile drawings showing the location, character, and dimensions of all proposed activities and aquatic resource impacts. Building and grounds renovation. CITY OF EDINA MAY 12 2022 PLANNING DEPARTMENT Project Name and/or Number: PART FOUR: Aquatic Resource Impact' Summary If your proposed project involves a direct or indirect impact to an aquatic resource (wetland, lake, tributary, etc.) identify each impact in the table below. Include all anticipated impacts, Including those expected to be temporary, Attach an overhead view map, aerial photo, and/or drawing showing all of the aquatic resources in the project area and the location(s) of the proposed impacts. Label each aquatic resource on the map with a reference number or letter and identify the impacts In the following table. Aquatic Resource ID (as noted on overhead view) Aquatic Resource Type (wetland, lake, tributary etc.) Type of Impact (fill, excavate, drain, or remove vegetation) Duration of Impact Permanent (P) or Temporary (T)' Size of Impact' Overall Size of Aquatic Resource ' Existing Plant Community Type(s) in Impact Area ^ County, Major Watershed It, and Bank Service Area II of Impact Area' 'If impacts arc temporary; enter the duration of the impacts in days next to the T. For example, a project with a temporary access fill that would be removed after 220 days would be entered "T (220)". 'Impacts less than 0.01 acre should be reported In square feet. Impacts 0.01 acre or greater should be reported as acres and rounded to the nearest 0.01 acre. Tributary impacts must be reported in linear feet of Impact and an area of impact by Indicating first the linear feet of Impact along the flowline of the stream followed by the area impact in parentheses). For example, a project that impacts 50 feet of a stream that Is 6 feet wide would be reported as 50 ft (300 square feet). 'This Is generally only applicable if you are applying for a de minimis exemption under MN Rules 8420,0420 Subp. 8, otherwise enter "N/A". ^Use Wetiono Plants and Plant Community Types of Minnesota and Wisconsin 3"' Ed. as modified In MN Rules 8420.0405 Subp, 2. 5Refer to Major Watershed and Bank Service Area maps In MN Rules 8420,0522 Subp, 7. If any of the above identified impacts have already occurred, identify which impacts they are and the circumstances associated with each: PART FIVE: Applicant Signature q Check here If you are requesting a pre application consultation with the Corps and LGU based on the information you have provided. Regulatory entities will not initiate a formal application review if this box is checked. By signature below, I attest that the information in this application is complete and accurate. I further attest that I possess the authority to undertake the work described herein. Signature: Date: August 20, 2021 I hereby authorize to act on my behalf as my agent in the processing of this application and to furnish, upon request, supplemental information in support of this application. F G-LeJ EC/LT---) I The term Impact" as used in this joint application form Is a generic term used for disclosure purposes to identify activities that may require approval from one or more regulatory agencies. For purposes of this form it isidot meanOtigiA indicate whether or not those activities may require mitigation/replacement. MAY 1 2 2022 PLANNING DEPARTMENT Project Name and/or Number: Attachment A Request for Delineation Review, Wetland Type Determination, or Jurisdictional Determination By submission of the enclosed wetland delineation report, I am requesting that the U.S. Army Corps of Engineers, St. Paul District (Corps) and/or the Wetland Conservation Act Local Government Unit (LGU) provide me with the following (check all that apply): n Wetland Type Confirmation Z Delineation Concurrence. Concurrence with a delineation is a written notification from the Corps and a decision from the LGU concurring, not concurring, or commenting on the boundaries of the aquatic resources delineated on the property. Delineation concurrences are generally valid for five years unless site conditions change. Under this request alone, the Corps will not address the jurisdictional status of the aquatic resources on the property, only the boundaries of the resources within the review area (including wetlands, tributaries, lakes, etc.), n Preliminary Jurisdictional Determination. A preliminary jurisdictional determination (PJD) is a non-binding written indication from the Corps that waters, including wetlands, identified on a parcel may be waters of the United States. For purposes of computation of impacts and compensatory mitigation requirements, a permit decision made on the basis of a PJD will treat all waters and wetlands in the review area as if they are jurisdictional waters of the U.S. PJDs are advisory in nature and may not be appealed. ri Approved Jurisdictional Determination. An approved jurisdictional determination (AJD) is an official Corps determination that jurisdictional waters of the United States are either present or absent on the property. AJDs can generally be relied upon by the affected party for five years. An AJD may be appealed through the Corps administrative appeal process. In order for the Corps and LGU to process your request, the wetland delineation must be prepared in accordance with the 1987 Corps of Engineers Wetland Delineation Manual, any approved Regional Supplements to the 1987 Manual, and the Guidelines for Submitting Wetland Delineations in Minnesota (2013). http://www.mvp.usace.army.mil/Missions/Regulatory/DelineationJDGuidance.aspx CITY OF EDINA MAY 1 2 2022 PLANNING DEPARTMENT APPENDIX B Historic Aerial Imagery CITY OF EDINA MAY 12 2022 PLANNING DEPARTMENT DINA 4/26/1992 (Source: Google Earth Pro, accessed 8/18/2021) 4/3/2003 (Source: Google Earth Pro, accessed 8/18/2021) MAY 1 2 2022 PLANNING DEPARTMENT 6/23/2010 (Source: Google Earth Pro, accessed 8/18/2021) 4/13/2012 (Source: Google Earth Pro, accessed 8/18/2021) MAY 1 2 2022 PLANNING DEPARTMENT 9/15/2013 (Source: Google Earth Pro, accessed 8/18/2021) 10/11/2014 (Source: Google Earth Pro, accessed 8/18/2021) MAY 1 2 2022 PLANNING DEPARTMENT 8/11/2015(Source: Google Earth Pro, accessed 8/18/2021) PLANNING DEPARTMENT 4/5/2017 (Source: Google Earth Pro, accessed 8/18/2021) MAY 12 2022 4/28/2018 (Source: Google Earth Pro, accessed 8/18/2021) 22 6/5/2019 (Source: Google Earth Pro, accessed 8/18/2021 LANNING DEPARTMENT 10/20/2020 (Source: Google Earth Pro, accessed 8/18/2021) CITY OF EDINA MAY 12 2022 PLANNING DEPARTMENT APPENDIX C Wetland Hydrology Assessment CITY OF EDINA MAY 12 2022 PLANNING DEPARTMENT Hydrology Assessment with Aerial Imagery — Recording Form Project Name: J&M Holdings Investigator: ST County: Hennepin Date: 8/18/21 Legal Description: Section 31 T120N R22W Year Image Source Climate Condition Interpretation (list indicators observed, e.g crop stress, drowned out, standing water, etc.) Wet, Dry, Normal Area Wetland 1 4/26/1 992 Google Earth Pro N SW 4/3/2003 Google Earth Pro N SW 6/23/2010 Google Earth Pro N SW 4/13/2012 Google Earth Pro N SW 9/15/2013 Google Earth Pro N SW 10/11/2014 Google Earth Pro N SW 8/11/2015 Google Earth Pro W SW 4/5/2017 Google Earth Pro D SW 4/28/2018 Google Earth Pro N SW 6/5/2019 Google Earth Pro W SW 10/20/2020 Google Earth Pro N SW Summary Table Area Wetland 1 # Normal Years & Equal Years Wet and Dry 10 # Normal years & Equal Years Wet and Dry with wet signatures 10 100% WS - wetland signature AP - altered pattern CS - vegetation stress NV - normal vegetative cover DO - drowned out NC - not cropped SW - standing water CITY OF EDINA MAY 1 2 2022 PLANNING DEPARTMENT THIS PAGE IS INTENTIONALLY LEFT BLANK CITY OF EDINA MAY 12 2022 PLANNING DEPARTMENT Amer/Com DESIGN SUMMARY FOR INTERLACHEN COUNTRY CLUB Exterior Audio System April 25, 2022 Project Summary: Installation of audio system for exterior grounds of ICC clubhouse and new facilities. Audio system will be programed with a limiter and time of day scheduler to adhere to MN noise statues, with the exterior property line control zone having the stricter (quieter) limits placed on it at appropriate time of day. Audio control zones noted will be used to facilitate adherence to noise ordinances for strictest MN NAC zones at neighboring property lines (NAC 1: Residential housing). Audio system tuning will ensure that noise emitted from audio system under normal course of operation measured at property line adheres to Daytime & Nighttime dBA SPL L10 & L50 measurement ratings [below]. A noise survey will be completed after tuning adjustments over the course of 12] hours, during daytime limits and nighttime limits between 9pm-10pm (daytime) and 10pm-11pm (nighttime) using Meyer M-Noise at the systems maximum programmed allowable limit to prove noise code adherence. Noise survey results will be furnished to owner at time of commissioning including: noise log (including impulse events/background noise for correction from reading), reading and SPL meter settings, meteorological conditions at time of measurement (including wind speed, humidity, etc.), measured background noise, microphone calibration documentation (from a meter adhering to ANSI S1.4-1983 specifications [A weighted, fast response]), name of surveyor, a depiction of the monitoring location, and final L10 / L 50 results for daytime and nighttime pursuant to MN 7030.0060 Subp 5 data collection standards and Subp 4 measurement procedures. Exempt noise, such as lawnmowing, golf course maintenance/mechanical noises will not be factored into measurement or noted and removed from data, background noise will be noted and removed, noise from human activities not in-scope and will be noted and removed—measurement will apply to audio system tuning and programmed limitations under normal operation only to be exemplative of systems noise compliance. MN 7030.0060: Subp. 5. Data documentation. A summary sheet for all sound level measurements shall be completed and signed by the person making the measurements. At a minimum, the summary sheet shall include: §A. date; B. time; C. location; D. noise source; E. wind speed and direction; F. temperature; G. humidity; H. make, model, and serial number of measuring equipment; I. field calibration results; J. monitored levels; and K. site sketch indicating noise source, measurement location, directions, distances, and obstructipp.OF EDINA Noise Area Classification for NAC 1: Daytime: [L10] = 65 dBA SPL; [L50] = 60 dBA SPL Nighttime: [L10]= 55 dBA SPL; [L50] = 50 dBA SPL MAY 1 2 2022 PLANNING DEPARTi'AL r Page I 1 2910 Waters Road, Suite 170, Eagan, MN 55121 I 651-726-2200 I I II: - a- 5: 11. * ••• • * • • Mt.% 2022-0,11 aft. Slum 44.4.6.4•4 'Ammo 444M*42 . 623'3 MOKONEN AVO MN 6534A * * * * * * * * * * gr * • */. • EMI MALONEY ABS . ,47 *EDINA MI4455343 [D4t 0....11.410....4.4110 al MAWR .1. • * * * 22; * g 16123494M Avadvann.com * • 4. -J 0- 4 le 4r_ ts_i 1 4 `2;r211'. —1 ' 110.940•OV aw . * P. 111.11111 11111111111111 a- -*** • * . ..... * • * • . .• " *,••• 411 • alr.. ••*. • ... 4, • 4, * * I 4. • * * Vo * ..... * * • * • *J. 4.• * * • *, • * INTERLACHEN COUNTRY CLUB 6200 INTERLACHEN BLVD. EDINA MN 55436 an. 04•4 DOA [DJ.. •P• * *. *. • 4. • * * * • * * * * * * * 4. 4. • * • 4. 1. OVERALL SITE - A010 oi ONO INIERLACHEN $1-VD. ECYNA *N 53343 *. • * Yr NY V. 4r 4. • Ir * a I I I 1 1 1 1 11(: .6. * * * EY • . 5 • t I !630144AL6NEY",,VE * ESN N 54r3.43 • •1 t * * • • PRER5ACMEk.SITEINOAN 6200 RENOVAITONS 5.-1033.TER-44>el BLVD BMA. UK 55456 • * • • 1. (7'"‘ SITE PLAN - PROJECT NORTH scAt. -3Y,0. THIS PAGE IS INTENTIONALLY LEFT BLANK CITY OF EDINA MAY 12 2022 PLANNING DEPARTtviENT ... • • . • ... : . ... . • ... : • : ... : : . • 1 . 1. • .. • ..... ........ ... ... • .... ... • . ...... • ....... • • • .... . , ........ • .1 • • • ..... • • - • .... • • 1 .... VNICI3 JO A_LIO 0.1 FC Shown on Extended Scan (Fuchsia Line) tap33331 1,333313. 13444 4.444 .13 a-13.3 30 nE; Interlachen Country Club Light Scan Summary 0.0 1 0.1 '0.1'0.1 o 0.1 0.0 0.1 '0.1 O.o O 0.1 0.0 o 0.1 0.1 0.1 '0.1 0.1 0 . 2 '0 . 2 0 . 1 0.1 '0 . 1 3 0.3 '0 . 3 '0 . 2 '0 . 2 0 . 1 0.4 '0 . 4 '0 . 3 0 . 2 0 . 2 7 '0.6. 6 0.5 0.3 0 . 2 0 . 9 0.9 0.7. 5 '0 . 3 3 1 . 5 1 . 3 1 . 0 0.8 0.5 7 '2.5 '2 . 1 '1.7. 2 "10 . 8 4 . 1 '3.5. . Three Tennis Courts Side by Side: A, B, C Two Tennis Courts Side by Side: F, J Two Pickleball Courts Side by Side: D, E Court A: 42.80 FC Avg; 1.73 Max to Min. Court B: 41.23 FC Avg; 1.58 Max to Min. Court C: 43.48 FC Avg; 1.68 Max to Min. Court F: 45.08 FC Avg; 1.64 Max to Min. Court J: 44.43 FC Avg; 1.64 Max to Min. Court D: 40.95 FC Avg; 1.83 Max to Min. Court E: 41.15 FC Avg; 1.86 Max to Min. 441 C.31clype. 0314 193 arid ,33 Calculat333 33433y 1,331 1.343. 63333 Lobel LIZ 443444 L01331.4 3.3031• o4 o 4 Court Layout with Corresponding Label • - .. • . .. • . 2-00 • . 225 . • 47 23 42 2t = 42 49 50 -, '•-i , ),.3 3 6 40 .. 40 .33 .14 .1.., • . 0 .33 •34 .2)/ i ' ..- ---. 'i'. ''.19 • L , 43 52_ .4-::—.:..--.Q -+-. '4.- " .45 St ...41-•?•• ‘, " , " z-,-6_____A____________ - - — ---- 5 . . .. .. . .. 1 • t .. . 53'5. • 4 N.19 '47 -_1;,.....1•_, -7,3 -.14 ',I."' 45 4 .43 -1_ .1 • 39 33 1G .27 'n 4J • e 1 '37 .20 '316 Ilf E 'as c. 47 42 30 .., 10 ••• . ' 46 40 ,'1 i .4, 3o • G - , F. L...........-----.......... _...1 -•,.. eL 40 7 — 4 • 7550 100 125 150 1 • x • .................... • „ ....1. 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THIS PAGE IS INTENTIONALLY LEFT BLANK CITY OF EDINA CITY COUNCIL JULY 21, 2022 CITY OF EDINA CITY COUNCIL MEETING WEST CAMPUS SITE PLAN CITY OF EDINA CITY COUNCIL MEETING WEST CAMPUS RENDERING The CITY ofEDINA Conditional Use Permit & Variance – Interlachen Country Club The CITY ofEDINA EdinaMN.gov 2 The CITY ofEDINA EdinaMN.gov 3 The CITY ofEDINA EdinaMN.gov 4 The CITY ofEDINA EdinaMN.gov 5 The CITY ofEDINA EdinaMN.gov 6 The CITY ofEDINA EdinaMN.gov 7 Lodge Building North & East Elevations Accessory Building Height Tennis Structure 20 feet *39 Feet Lodge Building 20 feet 20 feet Field House Building 20 feet 20 feet The CITY ofEDINA EdinaMN.gov 8 Lodge Building South & West Elevations The CITY ofEDINA EdinaMN.gov 9 Field House Structure West & South Elevations Accessory Building Height Tennis Structure 20 feet *39 Feet Lodge Building 20 feet 20 feet Field House Building 20 feet 20 feet The CITY ofEDINA EdinaMN.gov 10 Field House Structure East & North Elevations The CITY ofEDINA EdinaMN.gov 11 Accessory Building Height Tennis Structure 20 feet *39 Feet Lodge Building 20 feet 20 feet Field House Building 20 feet 20 feet Tennis Structure East & West Elevations The CITY ofEDINA EdinaMN.gov 12 Tennis Structure North & South Elevations The CITY ofEDINAPrimary Issues Is the Conditional Use Permit (CUP) criteria met? Yes, Staff believes the criteria is met. •The proposed project is consistent with the Comprehensive Plan and meets all city code provisions with the exception of the height of the tennis structure. Golf courses are a permitted use within the R-1 Zoning District. Uses accessory to a golf course are also permitted. Accessory Buildings totaling 1000 square feet, or more are conditionally permitted use within the R-1 zoning district. Is the proposed variance justified? Yes, staff believes the variance criteria is met. •The height of the covered tennis structure is the reason a variance is required. The proposed height of 39 feet is greater than the allowed 20 feet, but remains shorter than the primary structure, the clubhouse and is similar to other buildings on site. The additional height is required for the tennis court/tennis structure to be functional. Granting the height variance will not alter the character of the neighborhood. EdinaMN.gov 13 The CITY ofEDINAStaff Recommendation Recommend City Council approve the Conditional Use Permit for the expanded facilities and building height variance from 20 feet to 39 feet at 6200 Interlachen Boulevard. Approval is subject to the following findings: 1.The proposed project meets the conditional use permit standards of Chapter 36. 2.The proposed project meets the criteria to grant a variance. 3.The height of the structure over the tennis court is required for the functionality of the tennis court. 4.The height of the tennis court structure would be 13 feet shorter than the tallest structure on the site. 5.The proposed project will not alter the essential character of the neighborhood. Approval is subject to the following Conditions: 1.The Construction Plans must be consistent with the proposed Development Plans date stamped May 12, 2022. 2.Compliance with all the conditions outlined in the city engineer’s memo dated June 6, 2022. 3.Compliance with all the conditions outlined in the building official and fire marshal memo dated June 8, 2022. 4.Hours of operation are limited to the following times: •Fitness Center: 5:30 AM –10:00 PM •Food Service: 7:00 AM –12:00 AM •Tennis/Hockey: 7:00 AM –10:00 PM EdinaMN.gov 14 The CITY ofEDINA EdinaMN.gov 15 Date: June 21, 2022 Agenda Item #: VIII.B. To:Mayor and City Council Item Type: Report / Recommendation From:Sharon Allison, City Clerk Item Activity: Subject:PUBLIC HEARING: New On-Sale Intoxicating and Sunday Sale Liquor Licenses for Mann Theatres, Inc. dba Edina Theatre Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve new On-Sale Intoxicating and Sunday Sale Liquor Licenses for Mann Theatres, Inc. dba Edina T heatre a theater located at 3911 W. 50th Street, Edina. INTRODUCTION: Mann Theatre, Inc. dba Edina Theatre is a theater located at 3911 W. 50th Street, Edina. Staff reviewed the application and find that it complies with code requirements. A background investigation was completed by the police department and is attached. Staff recommends approval of the liquor licenses. Staff is requesting Council approval immediately instead of carrying over this item to the next Council meeting for approval. The theater is expected to open early July, before the next scheduled City Council meeting July 19. ATTACHMENTS: Description Background Investigation Summary By PD BACKGROUND INVESTIGATION SUMMARY LIQUOR LICENSE APPLICATION Establishment: Mann Theatres Inc. dba Edina TheatreLicense: On-Sale License (full), On-Sale Sunday __________________________________________________________________________ The Edina Police Department has conducted a background investigation relating to a City of Edina application for an On-Sale Liquor (full) License and On-Sale Sunday Liquor License. The application was submitted by Mann Theatres Inc. dba Edina Theatre, which will operate at 3911 W 50th St in Edina. Mann Theatres Inc. is registered with the State of Minnesota and is currently active in good standing with the Minnesota Secretary of State. Mann Theatres Inc. and/or its representatives are aware of the requirement for employee alcohol awareness training. Owners/Partners/Members: Mann, Stephen Theodore Bloomington, MN Mann, Michelle Monica Edina, MN Mann, Michael William Minneapolis, MN The owners/partners/members have been investigated. No criminal records which would negatively affect their license application were found. From the information gathered during the course of the investigation, I have found nothing to preclude Mann Theatres Inc. from obtaining this license. _____________________________ June 10, 2022 Lt. Aaron White Edina Police Department Date: June 21, 2022 Agenda Item #: VIII.C. To:Mayor and City Council Item Type: Report / Recommendation From:Chad A. Millner, P.E., Director of Engineering Item Activity: Subject:PUBLIC HEARING: Resolution No. 2022-58: Approving Right-of-Way Easement Vacation at 5621 Wycliffe Road Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Resolution No. 2022-58 vacating sanitary sewer right-of-way easement at 5621 Wycliffe Avenue contingent on securing a new sanitary sewer right-of-way easement from the property owner. INTRODUCTION: No comments were received related to this easement vacation request. An application was received on April 22, 2022 from Gary Lee, requesting that two sanitary sewer easements be vacated and one new one created. Staff is requesting immediate approval rather than carrying over to the next City Council meeting (July 19) to prevent further delay to the property owner starting a project. Over the past several years, the property owner has endured significant impacts and hardships because of City projects. ATTACHMENTS: Description Resolution No. 2022-58: Approving Right-of-Way Easement Vacation at 5621 Wycliffe Avenue Public Hearing Notice Application Staff Presentation RESOLUTION NO. 2022-58 VACATING SANITARY SEWER UTILITY EASEMENTS 5621 WYCLIFFE ROAD WHEREAS, an application was received on April 22, 2022 from Gary Lee of 5621 Wycliffe Road, who owns the property, dedicated in the plat of Edina Highlands Lakeside Addn, requesting that the sanitary sewer utility easements be vacated; and WHEREAS, two weeks published and posted notice was given and the hearing was held on June 21, 2022, at which time all persons desiring to be heard were given an opportunity to be heard thereon; and WHEREAS, the City Council deems it to be in the best interest of the City and of the public that said vacation be made contingent on property owners dedicating new public sanitary sewer utility easements; and WHEREAS, the City Council has determined that the sanitary sewer utility easements in their current location are not needed for public purposes; and NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Edina, Hennepin County, Minnesota: 1. That the following described sanitary sewer utility easement is hereby vacated contingent upon the property owners at 5621 Wycliffe Road providing the City public sanitary sewer utility easements satisfactory to the City: That part of the utility easement shown on the plat of EDINA HIGHLANDS LAKESIDE ADDITION, Hennepin County, Minnesota, described as follows: That part of Lot 2, Block 1, EDINA HIGHLANDS LAKESIDE ADDITION, Hennepin County, Minnesota, lying southeasterly of the northwesterly line of said Lot 2 and northwesterly of the southeasterly 10 feet thereof. That part of the utility easement recorded in Hennepin County, Minnesota, as Document Numbers 2838732 and 2927460, described as follows: That part of Lot 2, Block 1, EDINA HIGHLANDS LAKESIDE ADDITION, Hennepin County, Minnesota, lying southeasterly of the northwesterly line of said Lot 2, and northwesterly of the southeasterly line thereof. 2. The vacation shall not affect the authority of any person, corporation, or municipality owning or controlling the electric or telephone poles and lines, gas and sewer lines, water pipes, mains and hydrants thereon or thereunder, if any, to continue maintaining the same or to enter upon such way or portion thereof vacated to maintain, repair, replace, remove, or otherwise attend thereto. 3. That the Mayor and the City Manager are authorized to execute all documents necessary, in the opinion of the City Attorney, to affect the transfer of this property. Adopted this 21st day of June, 2022. Attest: Sharon Allison, City Clerk James B. Hovland, Mayor STATE OF MINNESOTA) COUNTY OF HENNEPIN) SS CITY OF EDINA ) CERTIFICATE OF CITY CLERK I, the undersigned duly appointed and acting City Clerk for the City of Edina do hereby certify that the attached and foregoing Resolution was duly adopted by the Edina City Council at its Regular Meeting of June 21, 2022, and as recorded in the Minutes of said Regular Meeting. WITNESS my hand and seal of said City this _____ day of __________, 2022. _______________________________ City Clerk Public Hearing Notice City Council, 7 p.m. Tuesday, June 21, 2022 May 25, 2022 English: This and other public hearing notices can be viewed online at EdinaMN.gov/PublicNotices. Español: Este y otros avisos de audiencia pública se pueden ver en línea en EdinaMN.gov/PublicNotices. Soomaali: Tan iyo ogeysiisyo kale oo dhagaysi dadweyne ayaa lagu daawan karaa onlayn ahaan EdinaMN.gov/PublicNotices. Vacation of Public Right-of-Way Easement at 5621 Wycliffe Road PROPOSED DESCRIPTION OF PART OF UTILITY EASEMENTS TO BE VACATED: 1. That part of the utility easement shown on the plat of EDINA HIGHLANDS LAKESIDE ADDITION, Hennepin County, Minnesota, described as follows: That part of Lot 2, Block 1, EDINA HIGHLANDS LAKESIDE ADDITION, Hennepin County, Minnesota, lying southeasterly of the northwesterly line of said Lot 2 and northwesterly of the southeasterly 10 feet thereof. 2. That part of the utility easement recorded in Hennepin County, Minnesota, as Document Numbers 2838732 and 2927460, described as follows: That part of Lot 2, Block 1, EDINA HIGHLANDS LAKESIDE ADDITION, Hennepin County, Minnesota, lying southeasterly of the northwesterly line of said Lot 2, and northwesterly of the southeasterly line thereof. PROPOSED SANITARY SEWER EASEMENT CREATION: 1. A 20 foot Sanitary Sewer Easement over and across that part of Lot 2, Block 1, EDINA HIGHLANDS LAKESIDE ADDITION, Hennepin County, Minnesota, the centerline of said 20 foot easement being described as follows: Beginning at a point on the northwesterly line of said Lot 2 distant 107.76 northeasterly from the northwesterly corner thereof; thence southeasterly 91.49 feet, more or less, to a point on the southeasterly line said Lot 2 distant 93.95 feet northeasterly of the southwesterly corner thereof and there terminating. REQUEST: Vacate 2 parts of sanitary sewer easement and create a new sanitary sewer easement. See drawing enclosed in this mailing. Public Hearing Notice City Council, 7 p.m. Tuesday, June 21, 2022 HOW TO PARTICIPATE: Public hearing input can be provided in a variety of ways to the Planning Commission and City Council. Options 1 & 2 are available now: 1) Complete the Public Hearing Comment Form online at: www.bettertogetheredina.org/public-hearings 2) Leave a voicemail with your feedback. (952-826-0377) Options 3 & 4 are available the night of the public hearing meetings: 3) Watch the meeting and call in to provide testimony. a. Edina TV (Comcast Channels 813 or 16) b. Facebook.com/EdinaMN c. EdinaMN.gov/LiveMeetings City Council: Participate in Community Connect at the June 21 meeting, Call 1-888-504-7949. Enter the Participant Passcode # 450490. Press *1 on your telephone keypad when you would like to get in the queue to speak. An operator will introduce you when it is your turn to speak. 4) Attend the meetings to provide testimony, City Hall Council Chambers, 4801 W. 50th St. DEADLINES: The City Council is scheduled to make a decision at its June 21 meeting. FURTHER INFORMATION: City of Edina Engineering, 7450 Metro Blvd, Edina, MN 55439, 952-826-0371 To view the proposed easement vacation, visit the Better Together Edina website for this specific project at: www.bettertogetheredina.org/5621-wycliffe PROPOSED DESCRIPTION OF PART OF UTILITY EASEMENT TO BE VACATED: That part of the utility easement shown on the plat of EDINA HIGHLANDS LAKESIDE ADDITION, Hennepin County, Minnesota, described as follows: That part of Lot 2, Block 1, EDINA HIGHLANDS LAKESIDE ADDITION, Hennepin County, Minnesota, lying Southeasterly of the Northwesterly 7.5 feet and Northwesterly of the Southeasterly 10 feet thereof. The CITY ofEDINA Vacation of Easements 5621 Wycliffe Avenue Resolution 2022-58 Public Hearing June 21, 2022 The CITY ofEDINAExisting Easements www.EdinaMN.gov 2 The CITY ofEDINAExisting Easements www.EdinaMN.gov 3 The CITY ofEDINAProposed Easements www.EdinaMN.gov 4 The CITY ofEDINAUtilities City: No Issues Private Utilities: No Issues Better Together Edina –No comments www.EdinaMN.gov 5 The CITY ofEDINASummary Staff recommends vacating the requested easements and approve Resolution 2022-58 contingent on securing the new easement. www.EdinaMN.gov 6 Date: June 21, 2022 Agenda Item #: VIII.D. To:Mayor and City Council Item Type: Report / Recommendation From:Alisha McAndrews, Finance Director Item Activity: Subject:PUBLIC HEARING: Resolution No. 2022-56: Adopting Capital Improvement Plan and Authorizing the Sale of Bonds for Community Health & Safety Center (Fire Station 2) Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Adopt Resolution No. 2022-56 approving Capital Improvement Plan and authorizing the sale of bonds for the Community Health & Safety Center (Fire Station 2). INTRODUCTION: On Wednesday, May 4, 2022, City Council gave approval for the City to enter into a purchase agreement for the property at 4401 West 76th Street for the purposes of building a new fire station. City staff must secure debt financing before purchasing the property. To secure the most cost-effective debt financing, City staff are recommending Council approve Resolution No. 2022-56 to authorize financing for up to $39 million of general obligation bonds for the land acquisition and construction of the fire station project. The actual amount of debt financing needed to complete the project is not yet known because it depends on many factors, including: potential funding support from the state bonding bill; the results of the pre-design and design processes that establish the final scope of the new facility and the construction bids. The first step in securing the financing is for Council to hold the public hearing at the Council meeting on June 21, 2022. Due to the economic impacts by extending the project timeline, staff are recommending Council take action immediately following to close the public hearing at this meeting. Following the hearing and a 30-day waiting period, the City will issue bonds to pay for the property. The results of the competitive bond sale for the property acquisition will be presented to Council for final approval on August 3, 2022. ATTACHMENTS: Description Resolution No.2022-56: Adoption of Capital Improvement Plan and Authorizing the Sale of Bonds CIP Bonds Plan for Fire Station Staff Presentation Staff Presentation 2 Staff Presentation 1 CERTIFICATION OF MINUTES RELATING TO ADOPTION OF CAPITAL IMPROVEMENT PLAN AND ISSUANCE AND SALE OF BONDS THEREFOR Issuer: City of Edina, Minnesota Governing Body: City Council Kind, date, time and place of meeting: A regular meeting held on June 21, 2022 at 7:00 o’clock P.M., at the City Hall, Edina, Minnesota. Members present: Members absent: Documents Attached: Minutes of said meeting (pages): RESOLUTION NO. 2022-56 RESOLUTION ADOPTING CAPITAL IMPROVEMENT PLAN AND AUTHORIZING THE ISSUANCE AND SALE OF BONDS THEREFOR I, the undersigned, being the duly qualified and acting recording officer of the public corporation issuing the bonds referred to in the title of this certificate, certify that the documents attached hereto, as described above, have been carefully compared with the original records of said corporation in my legal custody, from which they have been transcribed; that said documents are a correct and complete transcript of the minutes of a meeting of the governing body of said corporation, and correct and complete copies of all resolutions and other actions taken and of all documents approved by the governing body at said meeting, so far as they relate to said bonds; and that said meeting was duly held by the governing body at the time and place and was attended throughout by the members indicated above, pursuant to call and notice of such meeting given as required by law. WITNESS my hand officially as such recording officer this ______ day of June, 2022. _________________________________________ Sharon Allison, City Clerk Councilmember _____________ introduced the following resolution and moved its adoption, which motion was seconded by Councilmember ______________: RESOLUTION NO. 2022-56 RESOLUTION ADOPTING CAPITAL IMPROVEMENT PLAN AND AUTHORIZING THE ISSUANCE AND SALE OF BONDS THEREFOR BE IT RESOLVED by the City Council (this “Council”) of the City of Edina, Minnesota (the “City”), as follows: SECTION 1. PUBLIC HEARING; FINDINGS. On the date hereof, the City held a public hearing on the approval of the City’s Capital Improvement Plan (the “Plan”) and the issuance of capital improvement plan bonds in an amount not to exceed $39,000,000, pursuant to Minnesota Statutes, Section 475.521 (the “Bonds”), for the purpose of financing the construction of various capital improvements identified in the Plan, including capital improvements related to the City’s Fire Station #2 Facility Project (the “Projects”). All parties who appeared at the hearing were given an opportunity to express their views with respect to the proposal to adopt the Plan and undertake and finance the Projects, and any written comments submitted prior to the hearing were considered. In approving the Plan, the Council considered for each project and the overall Plan: (1) the condition of the City’s existing infrastructure, including the projected need for repair or replacement; (2) the likely demand for the improvement; (3) the estimated cost of the improvement; (4) the available public resources; (5) the level of overlapping debt in the municipality; (6) the relative benefits and costs of alternative uses of the funds; (7) operating costs of the proposed improvements; and (8) alternatives for providing services most efficiently through shared facilities with other municipalities or local government units. SECTION 2. PLAN ADOPTION. The City hereby adopts the Plan. SECTION 3. BOND AUTHORIZATION. It is hereby determined to be in the best interests of the City to issue the Bonds to finance the costs of the Projects. If a petition requesting a vote on issuance of the Bonds, signed by voters equal to five percent of the votes cast in the last general election, is filed with City Manager within 30 days of the date hereof, the City may issue the Bonds only after obtaining approval of a majority of voters voting on the question at an election. SECTION 4. SALE OF BONDS. In the event that no petition for referendum as described in Section 3 hereof is filed, the City is authorized to proceed with issuance of a portion of the Bonds, expected to be designated as General Obligation Temporary Capital Improvement Bonds, Series 2022B (the “Series 2022B Bonds”) in a principal amount not to exceed $17,000,000. Ehlers & Associates, Inc., in Roseville, Minnesota (“Ehlers”) is hereby designated as the City’s independent municipal advisor in accordance with Minnesota Statutes, Section 475.60, Subdivision 2(9). The City Council shall meet on August 3, 2022, for the purpose of considering proposals for and awarding the sale of the Series 2022B Bonds. In connection with said sale, the officers or employees of the City are hereby authorized to cooperate with Ehlers and participate in the preparation of an official statement for the Bonds and to execute and deliver it on behalf of the City upon its completion, and City staff are authorized and directed to take all other actions necessary to carry out the intent of this resolution. Adopted this ___ day of June, 2022. Mayor Attest: City Clerk The motion for the adoption of the foregoing resolution was duly seconded by Councilmember ______________________ and upon vote being taken thereon, the following voted in favor thereof: and the following voted against the same: whereupon said resolution was declared duly passed and adopted. Hennepin County 2,336,109,435 6.68%1,065,595,000 71,157,237 I.S.D. 270 (Hopkins)148,353,842 7.75%144,830,000 11,227,366 I.S.D. 271 (Bloomington)166,358,494 0.02%140,445,000 22,752 I.S.D. 272 (Eden Prairie)124,250,639 0.99%92,635,000 913,474 I.S.D. 273 (Edina)125,283,801 98.87%183,225,000 181,151,992 I.S.D. 280 (Richfield)66,297,431 29.21%132,980,000 38,838,006 I.S.D. 283 (St. Louis Park)83,118,061 0.02%118,895,000 23,422 Three Rivers Park District 1,631,381,661 9.56%46,120,000 4,410,133 Metropolitan Council 5,197,211,231 3.00%166,860,000 5,008,470 312,752,853 City's Total Share of Overlapping Debt Assessor's Estimated Market Value 13,796,381,100 Multiply by 3%0.03 Statutory Debt Limit 413,891,433 Less: Existing Debt Subject to the Limit (25,995,000) Less: Proposed CIP Bond Issue(s)(39,000,000) Unused Debt Limit 348,896,433 Assessor's Estimated Market Value 13,796,381,100 Multiply by 0.16%0.0016 CIP Act Debt Service Limit 22,074,210 Less: Existing Debt Service Subject to the Limit (1,795,700) Less: Estimate of Proposed CIP Bond Issue (2,945,000) Unused Debt Service Limit 17,333,510 2022 Fire Station 2 New Site 17,000,000$ 2023 Fire Station 2 Construction 22,000,000$ 2024 None Anticipated -$ 2025 None Anticipated -$ 2026 None Anticipated -$ TOTAL 39,000,000$ 2022 17,000,000$ 2023 22,000,000$ 2024 -$ 2025 -$ 2026 -$ TOTAL 39,000,000$ City of Edina, Minnesota $16,700,000 General Obligation Temporary Bonds, Series 2022 Assumes Current Market Non-BQ AAA/Aaa Rates + 35bps Estimated Sources & Uses Dated 08/25/2022 | Delivered 08/25/2022 Sources Of Funds Par Amount of Bonds $16,700,000.00 Total Sources $16,700,000.00 Uses Of Funds Underwriter's Discount Allowance (0.50%)83,500.00 Estimated Costs of Issuance 90,000.00 Deposit to Capitalized Interest Fund (CIF)622,353.33 Deposit to Project Site Acquisition Fund 15,900,000.00 Rounding Amount 4,146.67 Total Uses $16,700,000.00 Estimated Debt Service Schedule Date Principal Coupon Interest Total P+I CIF 02/01/2023 ------ 02/01/2024 --622,353.33 622,353.33 (622,353.33)-02/01/2025 16,700,000.00 2.600%434,200.00 17,134,200.00 -17,134,200.00 Total $16,700,000.00 -$1,056,553.33 $17,756,553.33 (622,353.33)$17,134,200.00 Net Debt Service City of Edina, Minnesota $39,000,000 General Obligation Bonds, Series 2024 Assumes Current Market Non-BQ AAA/Aaa Rates plus 150bps Estimated Sources & Uses Dated 01/01/2024 | Delivered 01/01/2024 Sources Of Funds Par Amount of Bonds $39,000,000.00 Total Sources $39,000,000.00 Uses Of Funds Underwriter's Discount Allowance (0.70%)273,000.00 Estimated Costs of Issuance 169,000.00Deposit to 2022 Temporary Bonds Redemption 16,700,000.00 Deposit to Project Construction Fund 21,858,000.00 Total Uses $39,000,000.00 Estimated Debt Service Schedule and Levy Calculation Date Principal Coupon Interest Total P+I 105% Levy Calculation 02/01/2024 -----02/01/2025 --2,090,502.92 2,090,502.92 2,195,028.07 02/01/2026 870,000.00 3.650%1,929,695.00 2,799,695.00 2,939,679.7502/01/2027 905,000.00 3.750%1,897,940.00 2,802,940.00 2,943,087.00 02/01/2028 940,000.00 3.950%1,864,002.50 2,804,002.50 2,944,202.6302/01/2029 975,000.00 4.000%1,826,872.50 2,801,872.50 2,941,966.13 02/01/2030 1,015,000.00 4.200%1,787,872.50 2,802,872.50 2,943,016.1302/01/2031 1,055,000.00 4.350%1,745,242.50 2,800,242.50 2,940,254.63 02/01/2032 1,105,000.00 4.400%1,699,350.00 2,804,350.00 2,944,567.5002/01/2033 1,150,000.00 4.550%1,650,730.00 2,800,730.00 2,940,766.50 02/01/2034 1,205,000.00 4.600%1,598,405.00 2,803,405.00 2,943,575.2502/01/2035 1,260,000.00 4.700%1,542,975.00 2,802,975.00 2,943,123.75 02/01/2036 1,320,000.00 4.750%1,483,755.00 2,803,755.00 2,943,942.7502/01/2037 1,380,000.00 4.800%1,421,055.00 2,801,055.00 2,941,107.75 02/01/2038 1,450,000.00 4.850%1,354,815.00 2,804,815.00 2,945,055.7502/01/2039 1,520,000.00 4.950%1,284,490.00 2,804,490.00 2,944,714.50 02/01/2040 1,595,000.00 5.000%1,209,250.00 2,804,250.00 2,944,462.5002/01/2041 1,675,000.00 5.050%1,129,500.00 2,804,500.00 2,944,725.00 02/01/2042 1,755,000.00 5.100%1,044,912.50 2,799,912.50 2,939,908.1302/01/2043 1,845,000.00 5.200%955,407.50 2,800,407.50 2,940,427.88 02/01/2044 1,945,000.00 5.250%859,467.50 2,804,467.50 2,944,690.8802/01/2045 2,045,000.00 5.300%757,355.00 2,802,355.00 2,942,472.75 02/01/2046 2,155,000.00 5.350%648,970.00 2,803,970.00 2,944,168.5002/01/2047 2,270,000.00 5.400%533,677.50 2,803,677.50 2,943,861.38 02/01/2048 2,390,000.00 5.400%411,097.50 2,801,097.50 2,941,152.3802/01/2049 2,520,000.00 5.450%282,037.50 2,802,037.50 2,942,139.38 02/01/2050 2,655,000.00 5.450%144,697.50 2,799,697.50 2,939,682.38 Total $39,000,000.00 -$33,154,075.42 $72,154,075.42 $75,761,779.19 25-year Average Levy:2,942,670.05 The CITY of EDINA The CITY of EDINA General Obligation CIP Bonds June 21, 2022 Public Hearing The CITY of EDINAGeneral Obligation Bonds www.EdinaMN.gov 2 •Bonding Authority: Minnesota Statutes, Chapter 475 •Allows MN Cities to apply General Obligation pledge toward financing certain capital projects “General Obligation” means full faith and credit of the city Pledge of available revenues and taxing authority to repayment Helps secure lowest cost financing (“AAA/Aaa” credit rating) and obtain flexible terms •Bonding authority is subject to approval at a referendum unless the issuance qualifies for a statutory exception… The CITY of EDINACIP Bonds www.EdinaMN.gov 3 •Exception: General Obligation CIP Bonds (M.S. 475.521) •Subject to public hearing process, City Council can authorize bonds for certain facility projects: City Hall, Police Station, Fire Station, Public Works and/or Library •Bonds can be repaid from property tax levy for a 30-year maximum term Limitation: CIP debt levies cannot exceed 0.16% of City’s Assessed Estimated Market Value $22,074,210 as CIP debt levy limit for 2022 The CITY of EDINACIP Bonds www.EdinaMN.gov 4 •Public Hearing Process •Council consideration of a 5-year Capital Improvement Bond Plan Supplement to City’s Budget Work Plan and adopted CIP Specifies facility projects and amount for bond issuance •Upon adoption, Council bonding authorization is subject to 30-day “Reverse Referendum” Valid petition can make bonding authority subject to referendum Signed by current voters equal to at least 5% of turnout in last municipal general election The CITY of EDINACIP Bonds – Proposed Plan www.EdinaMN.gov 5 •Fire Station #2 Project •2019 design study identified need for new Fire Station #2 4401 76th Street West site selected $39 million preliminary site acquisition and construction costs •Bonds and Timing 2022 – Project Site Acquisition 2023/2024 – Project Design and Construction The CITY of EDINACIP Bonds – Financial Impacts www.EdinaMN.gov 6 •2022 Temporary Bonds for site acquisition •Interest only until 2025 maturity - $0 levy impact during interim Estimated Temp Bonds Debt Service Schedule Date Principal Coupon Interest Total P+I 02/01/2023 ------ 02/01/2024 --622,353.33 622,353.33 (622,353.33)- 02/01/2025 16,700,000.00 2.600%434,200.00 17,134,200.00 -17,134,200.00 Total $16,700,000.00 - $1,056,553.33 $17,756,553.33 (622,353.33) $17,134,200.00 Capitalized Interest Net Debt Service The CITY of EDINACIP Bonds – Financial Impacts www.EdinaMN.gov 7 •2023/2024 Permanent CIP Bonds •Up to $39 million to redeem 2022 Temporary Bonds and provide for facility design and construction costs Sources Of Funds General Obligation Bonds - Permanent Financing $39,000,000.00 Total Sources $39,000,000.00 Uses Of Funds Underwriter's Discount Allowance (0.70%)273,000.00 Estimated Costs of Issuance 169,000.00 Deposit to 2022 Temporary Bonds Redemption 16,700,000.00 Deposit to Project Construction Fund 21,858,000.00 Total Uses $39,000,000.00 The CITY of EDINACIP Bonds – Financial Impacts www.EdinaMN.gov 8 •2023/2024 Permanent CIP Bonds •City of Edina’s existing facility debt and potential CIP debt levy *Actual CIP debt levy structure subject to future Strategic Budget Plan discussion and bond approval Purpose 2022 2023 2024 2025 2026 2027 2028 2029 Gymnasiums:392,000 392,000 392,000 392,000 - - - - Fire Station #1:403,000 403,000 403,000 403,000 403,000 403,000 - - Public Works:1,269,000 1,269,000 1,508,000 1,508,000 1,508,000 1,508,000 1,508,000 480,000 Braemar Field:1,168,000 1,166,000 1,166,000 1,166,000 1,166,000 1,166,000 1,166,000 1,166,000 Subtotal:3,232,000 3,230,000 3,469,000 3,469,000 3,077,000 3,077,000 2,674,000 1,646,000 New CIP Bonds (Average):- - - 2,195,030 2,945,000 2,945,000 2,945,000 2,945,000 The CITY of EDINACIP Bonds – Financial Impacts www.EdinaMN.gov 9 •Credit Rating Implications •“AAA/Aaa” Ratings from Standard & Poor’s and Moody’s Evaluates strength of City economy, tax base, financial health and liabilities Ratings were upgraded to current levels in 2000 and 2003 •Future debt plans for fire facility and sales tax referendum disclosed as part of current evaluation No immediate impact to overall rating, S&P revises debt score to “Adequate” The CITY of EDINAConsideration •“Resolution Adopting Capital Improvement Plan and Authorizing the Issuance and Sale of Bonds Therefor” •1) Requests authorization for issuance of up to $39 million in General Obligation CIP Bonds for the Fire Station #2 project •2) Starts 30-day Reverse Referendum (expires July 21) •3) Initial $17 million Temporary Bonds – pending petition Competitive Sale August 3rd –presented to council for final approval •Separate Action: Permanent Financing – TBD in 2023/2024 www.EdinaMN.gov 10 Sale Day Report for City of Edina, Minnesota 1 • • • BID TABULATION $29,255,000* General Obligation Bonds, Series 2022A City of Edina, Minnesota SALE: June 21, 2022 AWARD: FIFTH THIRD SECURITIES, INC. Rating: Moody's Investor's Service "Aaa" S&P Global Ratings "AAA" Tax Exempt - Non-Bank Qualified NAME OF BIDDER MATURITY (February 1) RATE REOFFERING YIELD PRICE NET INTEREST COST TRUE INTEREST RATE FIFTH THIRD SECURITIES, INC. $33,056,878.54 $9,510,320.77 3.2866% Cincinnati, Ohio 2024 5.000% 1.960% 2025 5.000% 2.160% 2026 5.000% 2.270% 2027 5.000% 2.360% 2028 5.000% 2.500% 2029 5.000% 2.660% 2030 5.000% 2.780% 2031 5.000% 2.860% 2032 5.000% 2.970% 2033 5.000% 3.050% 2034 5.000% 3.140% 2035 5.000% 3.210% 2036 5.000% 3.280% 2037 5.000% 3.320% 2038 5.000% 3.360% 2039 5.000% 3.410% * Subsequent to bid opening the issue size was decreased to $26,305,000. Adjusted Price - $29,765,126.68 Adjusted Net Interest Cost - $8,941,107.35 Adjusted TIC - 3.3174% NAME OF BIDDER MATURITY (February 1) RATE REOFFERING YIELD PRICE NET INTEREST COST TRUE INTEREST RATE Bid Tabulation June 21, 2022 City of Edina, Minnesota $29,255,000* General Obligation Bonds, Series 2022A Page 2 MORGAN STANLEY & CO, LLC $31,579,522.56 $9,174,103.51 3.2989% New York, New York HILLTOPSECURITIES $32,966,115.65 $9,601,083.66 3.3241% Dallas, Texas J.P. MORGAN SECURITIES LLC $31,400,647.46 $9,235,485.63 3.3343% New York, New York PIPER SANDLER & CO. $31,377,090.89 $9,259,042.20 3.3445% Minneapolis, Minnesota WELLS FARGO BANK, NATIONAL ASSOCIATION $32,909,754.70 $9,657,444.61 3.3475% Charlotte, North Carolina CITIGROUP GLOBAL MARKETS INC. $31,367,134.80 $9,268,998.29 3.3488% Los Angeles, California BOFA MERRILL LYNCH $32,877,526.31 $9,689,673.00 3.3610% New York, New York RBC CAPITAL MARKETS, LLC $32,340,879.15 $9,539,039.46 3.3613% New York, New York BOK FINANCIAL SECURITIES, INC. $32,276,590.75 $9,573,712.96 3.3739% Milwaukee, Wisconsin BAIRD $31,698,367.06 $9,589,686.00 3.4336% Red Bank, New Jersey City of Edina, Minnesota $26,305,000 General Obligation Bonds, Series 2022A Issue Summary Total Issue Sources And Uses Dated 07/14/2022 | Delivered 07/14/2022 PIR MSA Storm Sewer Watermain Issue Summary Sources Of Funds Par Amount of Bonds $2,145,000.00 $10,465,000.00 $12,815,000.00 $880,000.00 $26,305,000.00 Reoffering Premium 293,731.35 1,397,829.10 1,711,539.45 112,792.85 3,515,892.75 Planned Issuer Equity contribution 805,948.15 --1,267,000.00 2,072,948.15 Total Sources $3,244,679.50 $11,862,829.10 $14,526,539.45 $2,259,792.85 $31,893,840.90 Uses Of Funds Total Underwriter's Discount (0.212%)4,547.36 22,185.59 27,167.54 1,865.58 55,766.07 Costs of Issuance 16,313.97 67,273.57 80,771.48 4,740.98 169,100.00 Deposit to Capitalized Interest (CIF) Fund 165,939.58 ---165,939.58 Deposit to Project Construction Fund 3,057,878.59 11,773,369.94 14,418,600.43 2,253,186.29 31,503,035.25 Total Uses $3,244,679.50 $11,862,829.10 $14,526,539.45 $2,259,792.85 $31,893,840.90 Series 2022A GO Bonds - F | Issue Summary | 6/21/2022 | 11:59 AM City of Edina, Minnesota $26,305,000 General Obligation Bonds, Series 2022A Issue Summary Combined Debt Service Schedule Date Principal Coupon Interest Total P+I Fiscal Total 07/14/2022 ----- 02/01/2023 --719,734.03 719,734.03 719,734.03 08/01/2023 --657,625.00 657,625.00 - 02/01/2024 1,150,000.00 5.000%657,625.00 1,807,625.00 2,465,250.00 08/01/2024 --628,875.00 628,875.00 - 02/01/2025 1,310,000.00 5.000%628,875.00 1,938,875.00 2,567,750.00 08/01/2025 --596,125.00 596,125.00 - 02/01/2026 1,370,000.00 5.000%596,125.00 1,966,125.00 2,562,250.00 08/01/2026 --561,875.00 561,875.00 - 02/01/2027 1,440,000.00 5.000%561,875.00 2,001,875.00 2,563,750.00 08/01/2027 --525,875.00 525,875.00 - 02/01/2028 1,510,000.00 5.000%525,875.00 2,035,875.00 2,561,750.00 08/01/2028 --488,125.00 488,125.00 - 02/01/2029 1,590,000.00 5.000%488,125.00 2,078,125.00 2,566,250.00 08/01/2029 --448,375.00 448,375.00 - 02/01/2030 1,665,000.00 5.000%448,375.00 2,113,375.00 2,561,750.00 08/01/2030 --406,750.00 406,750.00 - 02/01/2031 1,755,000.00 5.000%406,750.00 2,161,750.00 2,568,500.00 08/01/2031 --362,875.00 362,875.00 - 02/01/2032 1,835,000.00 5.000%362,875.00 2,197,875.00 2,560,750.00 08/01/2032 --317,000.00 317,000.00 - 02/01/2033 1,925,000.00 5.000%317,000.00 2,242,000.00 2,559,000.00 08/01/2033 --268,875.00 268,875.00 - 02/01/2034 1,910,000.00 5.000%268,875.00 2,178,875.00 2,447,750.00 08/01/2034 --221,125.00 221,125.00 - 02/01/2035 2,005,000.00 5.000%221,125.00 2,226,125.00 2,447,250.00 08/01/2035 --171,000.00 171,000.00 - 02/01/2036 2,105,000.00 5.000%171,000.00 2,276,000.00 2,447,000.00 08/01/2036 --118,375.00 118,375.00 - 02/01/2037 2,215,000.00 5.000%118,375.00 2,333,375.00 2,451,750.00 08/01/2037 --63,000.00 63,000.00 - 02/01/2038 2,325,000.00 5.000%63,000.00 2,388,000.00 2,451,000.00 08/01/2038 --4,875.00 4,875.00 - 02/01/2039 195,000.00 5.000%4,875.00 199,875.00 204,750.00 Total $26,305,000.00 -$12,401,234.03 $38,706,234.03 - Yield Statistics Bond Year Dollars $248,024.68 Average Life 9.429 Years Average Coupon 5.0000000% Net Interest Cost (NIC)3.6049265% True Interest Cost (TIC)3.3174248% Bond Yield for Arbitrage Purposes 3.0088209% All Inclusive Cost (AIC)3.3931284% IRS Form 8038 Net Interest Cost 3.1373213% Weighted Average Maturity 9.497 Years Series 2022A GO Bonds - F | Issue Summary | 6/21/2022 | 11:59 AM City of Edina, Minnesota $26,305,000 General Obligation Bonds, Series 2022A Issue Summary Combined Debt Service Schedule and Levy Coverage Date Principal Coupon Interest Total P+I CIF Net New D/S 105% of Total Assessments MSA Revenue Storm Sewer Revenue Water Revenue Levy/ (Surplus) 02/01/2023 --719,734.03 719,734.03 (58,689.58)661,044.45 694,096.67 -300,650.73 368,164.27 25,281.67 - 02/01/2024 1,150,000.00 5.000%1,315,250.00 2,465,250.00 (107,250.00)2,358,000.00 2,475,900.00 -1,058,662.50 1,297,537.50 119,700.00 - 02/01/2025 1,310,000.00 5.000%1,257,750.00 2,567,750.00 -2,567,750.00 2,696,137.50 230,369.96 1,059,450.00 1,297,800.00 121,275.00 (12,757.46) 02/01/2026 1,370,000.00 5.000%1,192,250.00 2,562,250.00 -2,562,250.00 2,690,362.50 230,369.94 1,058,925.00 1,296,487.50 117,337.50 (12,757.44) 02/01/2027 1,440,000.00 5.000%1,123,750.00 2,563,750.00 -2,563,750.00 2,691,937.50 230,369.96 1,057,087.50 1,298,850.00 118,650.00 (13,019.96) 02/01/2028 1,510,000.00 5.000%1,051,750.00 2,561,750.00 -2,561,750.00 2,689,837.50 230,369.95 1,059,187.50 1,294,125.00 119,700.00 (13,544.95) 02/01/2029 1,590,000.00 5.000%976,250.00 2,566,250.00 -2,566,250.00 2,694,562.50 230,369.96 1,059,712.50 1,298,325.00 120,487.50 (14,332.46) 02/01/2030 1,665,000.00 5.000%896,750.00 2,561,750.00 -2,561,750.00 2,689,837.50 230,369.95 1,058,662.50 1,295,175.00 121,012.50 (15,382.45) 02/01/2031 1,755,000.00 5.000%813,500.00 2,568,500.00 -2,568,500.00 2,696,925.00 230,369.95 1,061,287.50 1,295,437.50 121,275.00 (11,444.95) 02/01/2032 1,835,000.00 5.000%725,750.00 2,560,750.00 -2,560,750.00 2,688,787.50 230,369.95 1,056,825.00 1,298,850.00 116,025.00 (13,282.45) 02/01/2033 1,925,000.00 5.000%634,000.00 2,559,000.00 -2,559,000.00 2,686,950.00 230,369.95 1,056,037.50 1,294,650.00 121,275.00 (15,382.45) 02/01/2034 1,910,000.00 5.000%537,750.00 2,447,750.00 -2,447,750.00 2,570,137.50 230,369.95 1,058,662.50 1,293,600.00 -(12,494.95) 02/01/2035 2,005,000.00 5.000%442,250.00 2,447,250.00 -2,447,250.00 2,569,612.50 230,369.94 1,059,187.50 1,295,437.50 -(15,382.44) 02/01/2036 2,105,000.00 5.000%342,000.00 2,447,000.00 -2,447,000.00 2,569,350.00 230,369.96 1,057,612.50 1,294,650.00 -(13,282.46) 02/01/2037 2,215,000.00 5.000%236,750.00 2,451,750.00 -2,451,750.00 2,574,337.50 230,369.95 1,059,187.50 1,296,487.50 -(11,707.45) 02/01/2038 2,325,000.00 5.000%126,000.00 2,451,000.00 -2,451,000.00 2,573,550.00 230,369.95 1,058,400.00 1,295,437.50 -(10,657.45) 02/01/2039 195,000.00 5.000%9,750.00 204,750.00 -204,750.00 214,987.50 230,369.96 ---(15,382.46) Total $26,305,000.00 -$12,401,234.03 $38,706,234.03 (165,939.58)$38,540,294.45 $40,467,309.17 $3,455,549.28 $16,179,538.23 $19,811,014.27 $1,222,019.17 (200,811.78) Significant Dates Dated 7/14/2022 First Coupon Date 2/01/2023 Yield Statistics Bond Year Dollars $248,024.68 Average Life 9.429 Years Average Coupon 5.0000000% Net Interest Cost (NIC)3.6049265% True Interest Cost (TIC)3.3174248% Bond Yield for Arbitrage Purposes 3.0088209% All Inclusive Cost (AIC)3.3931284% Series 2022A GO Bonds - F | Issue Summary | 6/21/2022 | 11:59 AM City of Edina, Minnesota $2,145,000 General Obligation Bonds, Series 2022A PIR Portion Debt Service Schedule and Levy Coverage Date Principal Coupon Interest Total P+I CIF Net New D/S 105% of Total Assessments Levy/(Surplus) 02/01/2023 --58,689.58 58,689.58 (58,689.58)---- 02/01/2024 --107,250.00 107,250.00 (107,250.00)---- 02/01/2025 100,000.00 5.000%107,250.00 207,250.00 -207,250.00 217,612.50 230,369.96 (12,757.46) 02/01/2026 105,000.00 5.000%102,250.00 207,250.00 -207,250.00 217,612.50 230,369.94 (12,757.44) 02/01/2027 110,000.00 5.000%97,000.00 207,000.00 -207,000.00 217,350.00 230,369.96 (13,019.96) 02/01/2028 115,000.00 5.000%91,500.00 206,500.00 -206,500.00 216,825.00 230,369.95 (13,544.95) 02/01/2029 120,000.00 5.000%85,750.00 205,750.00 -205,750.00 216,037.50 230,369.96 (14,332.46) 02/01/2030 125,000.00 5.000%79,750.00 204,750.00 -204,750.00 214,987.50 230,369.95 (15,382.45) 02/01/2031 135,000.00 5.000%73,500.00 208,500.00 -208,500.00 218,925.00 230,369.95 (11,444.95) 02/01/2032 140,000.00 5.000%66,750.00 206,750.00 -206,750.00 217,087.50 230,369.95 (13,282.45) 02/01/2033 145,000.00 5.000%59,750.00 204,750.00 -204,750.00 214,987.50 230,369.95 (15,382.45) 02/01/2034 155,000.00 5.000%52,500.00 207,500.00 -207,500.00 217,875.00 230,369.95 (12,494.95) 02/01/2035 160,000.00 5.000%44,750.00 204,750.00 -204,750.00 214,987.50 230,369.94 (15,382.44) 02/01/2036 170,000.00 5.000%36,750.00 206,750.00 -206,750.00 217,087.50 230,369.96 (13,282.46) 02/01/2037 180,000.00 5.000%28,250.00 208,250.00 -208,250.00 218,662.50 230,369.95 (11,707.45) 02/01/2038 190,000.00 5.000%19,250.00 209,250.00 -209,250.00 219,712.50 230,369.95 (10,657.45) 02/01/2039 195,000.00 5.000%9,750.00 204,750.00 -204,750.00 214,987.50 230,369.96 (15,382.46) Total $2,145,000.00 -$1,120,689.58 $3,265,689.58 (165,939.58)$3,099,750.00 $3,254,737.50 $3,455,549.28 (200,811.78) Significant Dates Dated 7/14/2022 First Coupon Date 2/01/2023 Yield Statistics Bond Year Dollars $22,413.79 Average Life 10.449 Years Average Coupon 5.0000000% Net Interest Cost (NIC)3.7097944% True Interest Cost (TIC)3.4152124% Bond Yield for Arbitrage Purposes 3.0088209% All Inclusive Cost (AIC)3.4975692% Series 2022A GO Bonds - F | PIR | 6/21/2022 | 11:59 AM City of Edina, Minnesota $2,438,731 General Obligation Bonds, Series 2022A Assessments - PIR - 100% Bonding Cost NIC plus 1.00% - Equal P&I Projected Assessment Revenues Date Principal Coupon Interest Total P+I 12/31/2024 115,505.71 4.710%114,864.25 230,369.96 12/31/2025 120,946.02 4.710%109,423.92 230,369.94 12/31/2026 126,642.58 4.710%103,727.38 230,369.96 12/31/2027 132,607.45 4.710%97,762.50 230,369.95 12/31/2028 138,853.26 4.710%91,516.70 230,369.96 12/31/2029 145,393.25 4.710%84,976.70 230,369.95 12/31/2030 152,241.27 4.710%78,128.68 230,369.95 12/31/2031 159,411.83 4.710%70,958.12 230,369.95 12/31/2032 166,920.13 4.710%63,449.82 230,369.95 12/31/2033 174,782.07 4.710%55,587.88 230,369.95 12/31/2034 183,014.30 4.710%47,355.64 230,369.94 12/31/2035 191,634.28 4.710%38,735.68 230,369.96 12/31/2036 200,660.25 4.710%29,709.70 230,369.95 12/31/2037 210,111.35 4.710%20,258.60 230,369.95 12/31/2038 220,007.60 4.710%10,362.36 230,369.96 Total $2,438,731.35 -$1,016,817.93 $3,455,549.28 Significant Dates Filing Date 1/01/2024 First Payment Date 12/31/2024 Series 2022A GO Bonds - A | SINGLE PURPOSE | 6/21/2022 | 11:58 AM City of Edina, Minnesota $10,465,000 General Obligation Bonds, Series 2022A MSA Portion Debt Service Schedule and Levy Coverage Date Principal Coupon Interest Total P+I MSA Revenue 105% 02/01/2023 --286,334.03 286,334.03 300,650.73 02/01/2024 485,000.00 5.000%523,250.00 1,008,250.00 1,058,662.50 02/01/2025 510,000.00 5.000%499,000.00 1,009,000.00 1,059,450.00 02/01/2026 535,000.00 5.000%473,500.00 1,008,500.00 1,058,925.00 02/01/2027 560,000.00 5.000%446,750.00 1,006,750.00 1,057,087.50 02/01/2028 590,000.00 5.000%418,750.00 1,008,750.00 1,059,187.50 02/01/2029 620,000.00 5.000%389,250.00 1,009,250.00 1,059,712.50 02/01/2030 650,000.00 5.000%358,250.00 1,008,250.00 1,058,662.50 02/01/2031 685,000.00 5.000%325,750.00 1,010,750.00 1,061,287.50 02/01/2032 715,000.00 5.000%291,500.00 1,006,500.00 1,056,825.00 02/01/2033 750,000.00 5.000%255,750.00 1,005,750.00 1,056,037.50 02/01/2034 790,000.00 5.000%218,250.00 1,008,250.00 1,058,662.50 02/01/2035 830,000.00 5.000%178,750.00 1,008,750.00 1,059,187.50 02/01/2036 870,000.00 5.000%137,250.00 1,007,250.00 1,057,612.50 02/01/2037 915,000.00 5.000%93,750.00 1,008,750.00 1,059,187.50 02/01/2038 960,000.00 5.000%48,000.00 1,008,000.00 1,058,400.00 Total $10,465,000.00 -$4,944,084.03 $15,409,084.03 $16,179,538.23 Significant Dates Dated 7/14/2022 First Coupon Date 2/01/2023 Yield Statistics Bond Year Dollars $98,881.68 Average Life 9.449 Years Average Coupon 5.0000000% Net Interest Cost (NIC)3.6087984% True Interest Cost (TIC)3.3213886% Bond Yield for Arbitrage Purposes 3.0088209% All Inclusive Cost (AIC)3.3969708% IRS Form 8038 Net Interest Cost 3.1405676% Weighted Average Maturity 9.519 Years Series 2022A GO Bonds - F | MSA | 6/21/2022 | 11:59 AM City of Edina, Minnesota $12,815,000 General Obligation Bonds, Series 2022A Storm Sewer Portion Debt Service Schedule and Levy Coverage Storm Sewer Revenue Date Principal Coupon Interest Total P+I 105% 02/01/2023 --350,632.64 350,632.64 368,164.27 02/01/2024 595,000.00 5.000%640,750.00 1,235,750.00 1,297,537.50 02/01/2025 625,000.00 5.000%611,000.00 1,236,000.00 1,297,800.00 02/01/2026 655,000.00 5.000%579,750.00 1,234,750.00 1,296,487.50 02/01/2027 690,000.00 5.000%547,000.00 1,237,000.00 1,298,850.00 02/01/2028 720,000.00 5.000%512,500.00 1,232,500.00 1,294,125.00 02/01/2029 760,000.00 5.000%476,500.00 1,236,500.00 1,298,325.00 02/01/2030 795,000.00 5.000%438,500.00 1,233,500.00 1,295,175.00 02/01/2031 835,000.00 5.000%398,750.00 1,233,750.00 1,295,437.50 02/01/2032 880,000.00 5.000%357,000.00 1,237,000.00 1,298,850.00 02/01/2033 920,000.00 5.000%313,000.00 1,233,000.00 1,294,650.00 02/01/2034 965,000.00 5.000%267,000.00 1,232,000.00 1,293,600.00 02/01/2035 1,015,000.00 5.000%218,750.00 1,233,750.00 1,295,437.50 02/01/2036 1,065,000.00 5.000%168,000.00 1,233,000.00 1,294,650.00 02/01/2037 1,120,000.00 5.000%114,750.00 1,234,750.00 1,296,487.50 02/01/2038 1,175,000.00 5.000%58,750.00 1,233,750.00 1,295,437.50 Total $12,815,000.00 -$6,052,632.64 $18,867,632.64 $19,811,014.27 Significant Dates Dated 7/14/2022 First Coupon Date 2/01/2023 Yield Statistics Bond Year Dollars $121,052.65 Average Life 9.446 Years Average Coupon 5.0000000% Net Interest Cost (NIC)3.6085626% True Interest Cost (TIC)3.3211617% Bond Yield for Arbitrage Purposes 3.0088209% All Inclusive Cost (AIC)3.3952799% IRS Form 8038 Net Interest Cost 3.1403587% Weighted Average Maturity 9.516 Years Series 2022A GO Bonds - F | Storm Sewer | 6/21/2022 | 11:59 AM City of Edina, Minnesota $880,000 General Obligation Bonds, Series 2022A Watermain Portion Debt Service Schedule and Levy Coverage Water Revenue Date Principal Coupon Interest Total P+I 105% 02/01/2023 --24,077.78 24,077.78 25,281.67 02/01/2024 70,000.00 5.000%44,000.00 114,000.00 119,700.00 02/01/2025 75,000.00 5.000%40,500.00 115,500.00 121,275.00 02/01/2026 75,000.00 5.000%36,750.00 111,750.00 117,337.50 02/01/2027 80,000.00 5.000%33,000.00 113,000.00 118,650.00 02/01/2028 85,000.00 5.000%29,000.00 114,000.00 119,700.00 02/01/2029 90,000.00 5.000%24,750.00 114,750.00 120,487.50 02/01/2030 95,000.00 5.000%20,250.00 115,250.00 121,012.50 02/01/2031 100,000.00 5.000%15,500.00 115,500.00 121,275.00 02/01/2032 100,000.00 5.000%10,500.00 110,500.00 116,025.00 02/01/2033 110,000.00 5.000%5,500.00 115,500.00 121,275.00 Total $880,000.00 -$283,827.78 $1,163,827.78 $1,222,019.17 Significant Dates Dated 7/14/2022 First Coupon Date 2/01/2023 Yield Statistics Bond Year Dollars $5,676.56 Average Life 6.451 Years Average Coupon 5.0000000% Net Interest Cost (NIC)3.0458701% True Interest Cost (TIC)2.8137475% Bond Yield for Arbitrage Purposes 3.0088209% All Inclusive Cost (AIC)2.9001713% IRS Form 8038 Net Interest Cost 2.6331536% Weighted Average Maturity 6.543 Years Series 2022A GO Bonds - F | Watermain | 6/21/2022 | 11:59 AM The CITY ofEDINAThe CITY ofEDINA General Obligation Bonds, Series 2022A Sale Results Summary The CITY ofEDINABond Authorization www.EdinaMN.gov 2 Purpose:Tax-exempt financing to fund $29MM in infrastructure projects (Blake Road, Morningside and Utilities) Improvement Bonds:Portion issued for assessed street reconstruction costs -15-year repayment from PIR Fund collections MSA Bonds:Portion issued for Municipal State Aid eligible costs -15-year repayment from future state-aid allotments Utility Revenue Bonds:Portions issued for stormwater and water improvements -15-year stormwater fund repayment -10-year water fund repayment The CITY ofEDINACredit Ratings History •Moody’s Investor Services Aaa since 2000 •S&P Global Ratings AAA since 2003 •Discussed financial health, local economy and future budgetary and capital plans •Both affirmed the City’s credit rating for the sale! www.EdinaMN.gov 3 The CITY ofEDINAMoody’s Investors Service •“Strong Management and a robust financial profile” •Key Credit Strengths Strong Tax Base and growth Solid financial performance with robust reserves Ample Liquidity •Key Credit Challenges Elevated leverage and fixed costs (debt and pension liabilities) www.EdinaMN.gov 4 The CITY ofEDINAS&P Global Ratings •Stable ‘AAA’ Credit Strengths Independently strong local economy / diverse tax base Consistently stable financial operations Sophisticated and knowledgeable management team Strong reserves and liquidity •Evaluation anticipates increasing debt burden Revised view to “Adequate” relative to AAA peers But not anticipating any change to overall strength of credit quality www.EdinaMN.gov 5 The CITY ofEDINA2022A Bond Sale www.EdinaMN.gov 6 Number of Bids:11!Indicated Rate Fifth Third Securities, Inc.3.2866%Spread Morgan Stanley & Co, LLC 3.2989%0.147% Hilltop Securities 3.3241% JP Morgan Securities LLC 3.3343% Piper Sandler & Co.3.3445%Interest Wells Fargo Bank, NA 3.3475%Difference Citigroup Global Markets, Inc.3.3488%$79,365 Bank Of America Merrill Lynch 3.3610% RBC Capital Markets, LLC 3.3613% BOK Financial Securities, Inc.3.3739% Baird 3.4336% The CITY ofEDINAFinal Results •Final Principal: $26,305,000 Reflects Net Reoffering Premium ($3.5 million) Paid by the underwriter up front Delivers $29.4 million in net bond proceeds for projects Additional $700,000 for Blake Road (MSA Portion) •2022A Bonds Final Calculated True Interest Cost of 3.317% www.EdinaMN.gov 7 The CITY ofEDINACouncil Consideration •Resolution Authorizing Issuance, Awarding Sale, Prescribing the Form and Details and Providing for the Payment of $26,305,000 General Obligation Bonds, Series 2022A •Prepared by Bond Attorneys at Dorsey & Whitney •-Awards the purchase of bonds to Fifth Third Securities Reflects terms from the lowest cost proposal received Establishes the final sizing and repayment schedules Closing scheduled for July 14, 2022 www.EdinaMN.gov 8 Date: June 21, 2022 Agenda Item #: IX.A. To:Mayor and City Council Item Type: Report / Recommendation From:MJ Lamon, Community Engagement Manager Item Activity: Subject:Approve 2022-2023 Student Commission Appointments Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve student commissioners with a term starting 9/1/22 and ending 9/1/23. INTRODUCTION: A staff report provides a summary and the selected appointments for student commissioners. Council Member Jackson will provide an update. ATTACHMENTS: Description Staff Report: 2022-2023 Student Commission Appointments June 21, 2022 Mayor & City Council MJ Lamon, Community Engagement Manager 2022-2023 Student Commission Appointments Information / Background: This year the city received 38 applications for student commission positions. Every year there are 16 commission seats available for student members. Council Members Carolyn Jackson & Ron Anderson along with community volunteer Jan Seidman interviewed the applicants on May 23, May 24, and June 2. The following are the recommended appointments to start 9/1/22 and end 9/1/23: Commission Appointees Arts & Culture Commission - Reeya Anand - Nikhil Konkimalla Community Health Commission - Jay Shapiro - Ben Hykes Energy & Environment Commission - Suryash Rawat - Ella Machart Heritage Preservation Commission - Ashwin Maheshwari - Sanjana Varadhan Human Rights & Relations Commission - Dia Sheethal Jain - Liliana Ahluwalia Parks & Recreation Commission - William Horsager - Andrew DeFor Planning Commission - Sarah Hu - Shayaan Gandhi Transportation Commission - Stephen Kanti Mahanty - Isaiah Sweeney Date: June 21, 2022 Agenda Item #: IX.B. To:Mayor and City Council Item Type: Report / Recommendation From:Sharon Allison, City Clerk Item Activity: Subject:Resolution No. 2022-59: Accepting Donations Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Resolution No. 2022-59 accepting donations. INTRODUCTION: To comply with State Statute, all donations to the City must be accepted by resolution and approved by two- thirds majority of the Council. See attached resolution with list of donations. ATTACHMENTS: Description Resolution No. 2022-59: Accepting Donations RESOLUTION NO. 2022-59 ACCEPTING DONATIONS ON BEHALF OF THE CITY OF EDINA WHEREAS, Minnesota Statute 465.03 allows cities to accept grants and donations of real or personal property for the benefit of its citizens; WHEREAS, said donations must be accepted via a resolution of the Council adopted by a two thirds majority of its members. NOW, THEREFORE, BE IT RESOLVED, that the Edina City Council accepts with sincere appreciation the following listed grants and donations on behalf of its citizens. Parks & Recreation Edina Highlands Neighborhood $350.00 Tree at Highlands Park Joanne Kieffer $300.00 Tree Casandra Mihalchick $150.00 Edina Senior Center Fire Department Betty Jean K Anderson $150.00 General use Dated: June 21, 2022 Attest: Sharon Allison, City Clerk James B. Hovland, Mayor STATE OF MINNESOTA ) COUNTY OF HENNEPIN) SS CITY OF EDINA ) CERTIFICATE OF CITY CLERK I, the undersigned duly appointed and acting City Clerk for the City of Edina do hereby certify that the attached and foregoing Resolution was duly adopted by the Edina City Council at its Regular Meeting of June 21, 2022, and as recorded in the Minutes of said Regular Meeting. WITNESS my hand and seal of said City this _______ day of ___________________, 2022. City Clerk Date: June 21, 2022 Agenda Item #: IX.C. To:Mayor and City Council Item Type: Report / Recommendation From:Bill Neuendorf, Economic Development Manager Item Activity: Subject:Approve Tax Increment Financing Redevelopment Agreements for 7001 France Avenue Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve the Tax Increment Financing Redevelopment Agreements for Site A and Site B/C located at 7001 France Avenue. INTRODUCTION: This item pertains to the Tax Increment Financing to be provided to support redevelopment and deliver public benefits at 7001 France Avenue. Staff has engaged legal and financial advisors to prepare two full redevelopment agreements based on the Term Sheet approved by the Housing and Redevelopment Authority (HRA) in February 2022. Separate agreements are prepared for Site A and Site B/C. These Agreements are also subject to review and approval by the HRA. T hat final consideration is scheduled for June 30, 2022. Staff recommends that both Redevelopment Agreements be approved by the City Council. ATTACHMENTS: Description Staff Report: TIF Redevelopment Agreements for 7001 France Avenue Site A TIF Redevelopment Agreement Site B/C TIF Redevelopment Agreement Staff Presentation - 7001 France TIF June 21, 2022 Mayor and City Council Bill Neuendorf, Economic Development Manager Approve Tax Increment Financing Redevelopment Agreements for 7001 France Avenue Information / Background: Mortenson Development and Orion Investments are the developers for the 5.7-acre commercial site located at 7001-7025 France Avenue. The site is currently occupied by a US Bank branch and a vacant office building. Mortenson acquired the property in March 2022. The developers secured preliminary approval to rezone the property to allow four separate buildings to be constructed on the site. This new plan will subdivide the “super block” into four parcels that are rescaled to create a more traditional layout that encourages walkability and a more connected sense of community. US Bank has begun construction of a new branch on Site D. The remainder of the property (Sites A, B & C) are intended to be redeveloped with new Class A office space, new retail space, new residential apartments and new parking structure. The developers intend to invest approximately $254 million into the site (not including the new bank). Upon completion, this degree of redevelopment will transform the aging 1960’s suburban-style commercial site into a modern mixed use site that sets a new tone for redevelopment in the Greater Southdale District. This will also establish a new street gride pattern that reduces reliance and congestion on France Avenue. The developers requested that Tax Increment Financing be provided to help defray the high cost of redevelopment. Staff has met with the developer for more than 18 months to understand the financial conditions that require the consideration of public financing to supplement the private debt and equity. Staff has engaged legal and financial advisors at Ehlers Associates and Dorsey & Whitney to scrutinize the financial pro forma and prepare terms and conditions by which TIF could be used to support the redevelopment of this site. While these advisors work for the City / HRA, the cost of this work has been borne by the developers. STAFF REPORT – 7001 France – TIF Redevelopment Agreements Page 2 Ehlers has scrutinized the budgets and financial pro formas for each Phase and the total project. Ehlers has determined that the financial gap is approximately $22.0 million. Ehlers also confirmed that “but for” the use of TIF, a project of this scale, caliber and quality will be unable to secure private financing. Summary In November 2021, the City Council approved a new PUD ordinance to guide redevelopment of the 6-acre site in a manner that recognizes the goals of the Greater Southdale Design Experience Guidelines. In February 2022, the Edina HRA reviewed and approved a Term Sheet that had been negotiated by City staff with assistance from the HRA’s redevelopment advisors including Jay Lindgren at Dorsey & Whitney and Nick Anhut at Ehlers Associates. The Term Sheet abides by applicable Minnesota Statutes that govern Tax Increment Financing. These terms also follow the spirit of Edina’s TIF policy and practice which is typically more limited than allowed by Minnesota Statute. In March 2022, the City approved the creation of a new Tax Increment Financing District with the intention of entering into redevelopment agreements to achieve the goals and outcomes articulated in the 70th & France TIF Plan. Dorsey & Whitney has prepared two complete Redevelopment Agreements based on the approved Term Sheet. One agreement relates to Site A (Phase 1 residential and site work) while a separate agreement relates to Site B/C (Phase 2 office and parking). These Agreements follow the general format and strategic approach typically used by the City for redevelopment projects that include a mixture of uses and a wide variety of public benefits. The structure of the Agreements maintain all financial risk with the developer. The developer will provide up front financing. TIF will only be used to reimburse the project for pre-determined eligible costs after each phase of the project is successfully completed. Additional information is included in the Staff Presentation. The developers and City staff are mutually supportive of the terms and conditions expressed in these Agreements. After City Council review, the Agreements will also be presented to the Edina Housing and Redevelopment Authority for final consideration on June 30, 2022. Recommended Action: Approve the Tax Increment Financing Redevelopment Agreements for both Site A and Site B/C. Execution Draft Redevelopment Agreement (7001 France Avenue – Site A) 174010100.2 4864-5846-9917\12 Redevelopment Agreement (7001 France Avenue – Site A) by and among City of Edina, Minnesota, Housing and Redevelopment Authority of Edina, Minnesota, and MDI France Avenue, LLC Dated as of June 30, 2022 THIS DOCUMENT WAS DRAFTED BY: Dorsey & Whitney LLP 50 South Sixth Street, Suite 1500 Minneapolis, MN 55402-1498 Execution Draft -i- Redevelopment Agreement (7001 France Avenue – Site A) 174010100.2 4864-5846-9917\12 TABLE OF CONTENTS Page Article I Recitals; Exhibits, Definitions ..................................................................................................... 4 1.1 Recitals ......................................................................................................................... 4 1.2 Exhibits ......................................................................................................................... 4 1.3 Definitions .................................................................................................................... 4 Article II Representations and Warranties .............................................................................................. 9 2.1 Representations and Warranties of the City ................................................................. 9 2.2 Representations and Warranties of the Authority ........................................................ 9 2.3 Representations and Warranties of Developer ........................................................... 10 Article III TIF Assistance ......................................................................................................................... 11 3.1 Creation of TIF District; Certification ........................................................................ 11 3.2 Qualified Redevelopment Costs ................................................................................. 11 3.3 TIF Note ..................................................................................................................... 12 3.4 TIF Assistance and Potential Adjustment .................................................................. 14 3.5 Assignment of Note .................................................................................................... 17 3.6 Action to Reduce Taxes ............................................................................................. 18 Article IV Project Requirements ............................................................................................................. 18 4.1 Commencement and Completion of Minimum Improvements .................................. 18 4.2 Zoning and Land Use Approvals ................................................................................ 19 4.3 Building and Construction Permits ............................................................................ 20 4.4 Restrictions on Development ..................................................................................... 20 4.5 Submission and Approval of Evidence of Financing ................................................. 20 4.6 Public Easements ........................................................................................................ 20 4.7 Public Art ................................................................................................................... 22 4.8 Environmental Sustainability ..................................................................................... 22 4.9 Equity and Inclusion ................................................................................................... 23 4.10 Effect of Delay ........................................................................................................... 26 4.11 Additional Responsibilities of Developer. ................................................................. 26 4.12 Certificate of Completion ........................................................................................... 26 Article V Encumbrance of Site A ............................................................................................................ 27 5.1 Mortgage of the Minimum Improvements Area ........................................................ 27 5.2 Copy of Notice of Default to Mortgagee .................................................................... 27 5.3 Mortgagee’s Option to Cure Events of Default .......................................................... 28 5.4 Rights of a Foreclosing Mortgagee ............................................................................ 28 5.5 Events of Default Under Mortgage ............................................................................ 28 5.6 Subordination of Agreement ...................................................................................... 29 Article VI Insurance and Indemnification .............................................................................................. 29 Execution Draft -ii- Redevelopment Agreement (7001 France Avenue – Site A) 174010100.2 4864-5846-9917\12 6.1 Insurance .................................................................................................................... 29 6.2 Indemnification .......................................................................................................... 30 Article VII Other Developer Covenants ................................................................................................. 30 7.1 Developer Reimbursement Obligations ..................................................................... 30 7.2 Maintenance and Operation of the Improvements ..................................................... 30 7.3 Cooperation with Litigation ....................................................................................... 31 7.4 Condemnation, Damage, or Destruction .................................................................... 31 7.5 Business Subsidy Agreement ..................................................................................... 31 7.6 Developer/Authority Grant Applications ................................................................... 31 7.7 Mitigation of Construction Disruption ....................................................................... 31 7.8 Temporary Landscaping; Screening of Site B and C, and Sidewalks ........................ 32 7.9 Project Information .................................................................................................... 33 Article VIII Transfer Limitations ........................................................................................................... 33 8.1 Representation as to the Minimum Improvements ..................................................... 33 8.2 Limitation on Transfers .............................................................................................. 34 Article IX Events of Default and Remedies ............................................................................................ 35 9.1 Events of Default Defined .......................................................................................... 35 9.2 Developer Events of Default ...................................................................................... 35 9.3 City and Authority Events of Default ......................................................................... 36 9.4 Cure Rights ................................................................................................................. 36 9.5 Authority Remedies on Developer Events of Default ................................................ 36 9.6 City Remedies on Developer Events of Default ......................................................... 37 9.7 Developer Remedies on City or Authority Events of Default .................................... 37 9.8 No Remedy Exclusive ................................................................................................ 37 9.9 No Additional Waiver Implied by One Waiver ......................................................... 37 9.10 Reimbursement of Attorneys’ Fees ............................................................................ 37 Article X Additional Provisions ............................................................................................................... 37 10.1 Conflicts of Interest .................................................................................................... 37 10.2 Titles of Articles and Sections .................................................................................... 38 10.3 Notices and Demands ................................................................................................. 38 10.4 Governing Law, Jurisdiction, Venue and Waiver of Trial by Jury ............................ 38 10.5 Severability ................................................................................................................. 39 10.6 Consents and Approvals ............................................................................................. 39 10.7 Additional Documents ................................................................................................ 39 10.8 Limitation ................................................................................................................... 39 10.9 City/Authority Approval ............................................................................................ 39 10.10 Superseding Effect ..................................................................................................... 39 10.11 Relationship of Parties................................................................................................ 39 10.12 Survival of Terms ....................................................................................................... 39 10.13 Data Practices Act ...................................................................................................... 40 10.14 No Waiver of Governmental Immunity and Limitations on Liability ........................ 40 10.15 City and Authority Regulatory Authority................................................................... 40 10.16 Memorandum of Agreement ...................................................................................... 40 Execution Draft -iii- Redevelopment Agreement (7001 France Avenue – Site A) 174010100.2 4864-5846-9917\12 10.17 Limited Liability ........................................................................................................ 40 10.18 Time is of the Essence ................................................................................................ 40 10.19 Counterparts ............................................................................................................... 40 10.20 Amendments ............................................................................................................... 40 10.21 Term ........................................................................................................................... 40 10.22 Estoppel Certificate .................................................................................................... 41 Execution Draft -iv- Redevelopment Agreement (7001 France Avenue – Site A) 174010100.2 4864-5846-9917\12 LIST OF EXHIBITS Exhibit A Project Site Plan Exhibit B Final Development Plan Exhibit C Initial TIF Pro Forma Exhibit D Form of Go-Ahead Letter Exhibit E Form of Certificate of Completion with Completion Checklist Exhibit F Memorandum of Redevelopment Agreement Exhibit G Form of Site A TIF Note Exhibit H Sample IRR Calculations and Site A TIF Adjustment Calculation Exhibit I Form of Parking Easement Agreement Exhibit J Equity and Inclusion Community Engagement Plan Exhibit K Form of Equity and Inclusion Report Execution Draft 1 Redevelopment Agreement (7001 France Avenue – Site A) 174010100.2 4864-5846-9917\12 REDEVELOPMENT AGREEMENT (7001 France Avenue – Site A) THIS REDEVELOPMENT AGREEMENT (this “Agreement”) is made and entered into June 30, 2022 (“Effective Date”), by and among the City of Edina, Minnesota, a Minnesota statutory city (the “City”), the Housing and Redevelopment Authority of Edina, Minnesota, a public body corporate and politic organized and existing under the laws of the State of Minnesota (the “Authority”), and MDI France Avenue, LLC, a Minnesota limited liability company (“Developer”). RECITALS A. Pursuant to and in accordance with Minnesota Statutes, Sections 469.174 to 469.1799, as amended (the “TIF Act”), the Authority is authorized to finance certain eligible redevelopment costs of redevelopment projects with tax increment revenues derived from a tax increment financing district established in accordance with the TIF Act. B. The City and the Authority previously established the “Southeast Edina Redevelopment Project Area” pursuant to Sections 469.001 through 469.047, inclusive, of the TIF Act, in an effort to encourage the development and redevelopment of such designated area within the City (the “Redevelopment Area”). C. In accordance with the TIF Act, the Authority has analyzed the current use of that certain land within the Redevelopment Area located at 7001 France Avenue (the “Project Area”), as such Project Area is legally described as Lot l, 2, 3, 4 (each a “Lot”), Block 1, in the plat of A M N Addition, Hennepin County, Minnesota, including a building-by-building structural analysis, and determined that the Project Area is currently underutilized, with obsolete structures and physical arrangements, substantial vacant areas, and potential contamination, with outdated and inadequate public infrastructure and circulation. D. The Project Area is divided into four sites defined and further described in this Agreement as Site A, Site B, Site C and Site D. This Agreement is for the redevelopment of Site A. A separate Site B/C redevelopment agreement will be concurrently entered into by Developer, the City, and the Authority for the redevelopment of Site B and Site C (the “Site B/C Redevelopment Agreement”) with the intention being that Site B and Site C will be conveyed by Developer to Orion Investments (defined below) in the first quarter of 2023, and that the Site B/C Redevelopment Agreement will be assigned to the same party on the date of such conveyance. E. Having analyzed the current land use in the Project Area, consistent with the TIF Act, the Authority and the City held public hearings after appropriate notices to consider the need and desirability for adoption of a tax increment financing plan and the creation and establishment of the Project Area and certain other adjoining land as a tax increment financing district pursuant to the TIF Act, and determined that absent such authorization and the provision of certain funds to undertake various qualified redevelopment activities, the redevelopment contemplated herein would not be undertaken. F. After such hearings, the Authority and the City, having determined that the creation and establishment of a tax increment financing district in the Project Area and such other adjoining land is in the public interest, the Authority and the City established the 70th and France Tax Increment Financing District (a renewal and renovation district) (the “TIF District”) under the TIF Act and adopted the Tax Increment Financing plan (the “TIF Plan”) for the TIF District in accordance with Minnesota Statutes, Section 469.175, pursuant to Authority Resolution No. 2022-05. Execution Draft 2 Redevelopment Agreement (7001 France Avenue – Site A) 174010100.2 4864-5846-9917\12 G. Developer has requested, and the City has approved, pursuant to the City Approvals (defined herein), rezoning of the Project Area to a Planned Unit Development and a final development plan for the redevelopment of Project Area. H. As described in the City Approvals, the Project Area is to be redeveloped by demolition of the existing 66,200 square foot office and bank building and related parking and improvements located on the Project Area and the phased development and construction of the buildings and other improvements described below (collectively, the “Project”), as such Project is generally depicted on the Project Site Plan attached as Exhibit A, and all to be constructed at the general scale and massing using the architectural quality, exterior finish materials and landscaping as shown in the Final Development Plan: (i) A high-rise residential element containing 24 stories, approximately 267 market-rate residential units with approximately 1,500 square feet of retail, and above ground structured parking for exclusive use of building tenants and guests (the “High-Rise Residential Element”), and including approximately 118 public parking stalls (the “Site A Public Parking”), located on Lot 2 (such Lot referred to herein as “Site A”). Site A will be developed by Developer or its permitted assignee hereunder in accordance with this Agreement. (ii) A commercial element containing 7 stories and approximately 242,000 rentable square feet of office/retail building, and one level of underground parking that is exclusively for the use of building tenants (the “Commercial Element”), and including a 7,500 square foot public plaza (the “Public Plaza”), each located on Lot 1 (such Lot referred to herein as “Site B”). It is anticipated that Site B will be developed by Orion Investments as a permitted assignee of Developer or Orion Investments’ permitted assignee under and pursuant to the Site B/C Redevelopment Agreement. (iii) An 8-level, approximately 170,357 gross square feet district parking facility with approximately 540 parking stalls (including public parking stalls as described in the Site B/C Redevelopment Agreement) and an approximately 1,300 square foot bicycle facility, and including the on-site solar array described in the Site B/C Redevelopment Agreement (collectively, the (the “District Parking”) located on Lot 3 (such Lot referred to herein as “Site C”). Site C will be developed by Orion Investments or its permitted assignee under and pursuant to the Site B/C Redevelopment Agreement. (iv) A one-story, 24-foot tall approximately 6,500 square foot US Bank branch with drive- through and surface parking for building employees and customers (the “Bank Element”) located on Lot 4 (such Lot referred to herein as “Site D”). Site D is owned by U.S. Bank and the Bank Element may be constructed and/or developed by Developer or others, but the Bank Element is not eligible for any TIF Assistance. (v) Interior access roadways tentatively designated as Ewing Avenue, Drew Avenue and 71st Street creating a grid street pattern between the Lots as generally depicted on the Project Site Plan and establishing future through-connections on adjacent properties and including the roundabout at 70th Street and Drew Avenue and such other related streetscape and other improvements, all as required under the terms of the City Approvals and in the areas generally depicted on the Project Site Plan (the “Interior Street Grid”). The Interior Street Grid will be constructed by Developer or its permitted assignee hereunder in accordance with this Agreement. Execution Draft 3 Redevelopment Agreement (7001 France Avenue – Site A) 174010100.2 4864-5846-9917\12 (vi) The sidewalk, streetscape, and landscape improvements and amenities (the “Sidewalks and Streetscapes”) along 70th Street and France Avenue adjoining the Project and along the Interior Street Grid inside the curb line, as required under the terms of the City Approvals and in the areas generally depicted on the Project Site Plan. I. Upon completion, the Project is anticipated to deliver many benefits to the general public. In addition to the redevelopment of an underutilized building and long-term increase in the property tax base, the Project will deliver additional public benefits including, stormwater improvements, environmental remediation, streetscape improvements, permanent sustainability features and public parking, . Upon completion, the Project will also enable several improvements to the local transportation network including improvements for pedestrians, bicyclists, and motorists. These improvements are intended to benefit the Project, the adjacent properties, the surrounding neighborhoods and the general public who travel to and through this area. J. The Authority and the City have adopted findings which include a determination that (i) the redevelopment to occur through the proposed Project would not occur solely through private investment within the reasonably foreseeable future and that the increased market value of the Project Area that could reasonably be expected to occur without the use of the tax increment financing would be less than the increase in the market value estimated to result from the proposed development after subtracting the present value of the Project’s tax increments for the 15-year duration of the TIF District, (ii) that the proposed Project conform to the general plan for the development or redevelopment of the City as a whole, and (iii) that the proposed Project affords maximum opportunity consistent with the sound needs of the City as a whole, for the development or redevelopment of the TIF District by private enterprise. K. Upon certification of the TIF District and the satisfaction of certain conditions set forth in this Agreement, the Authority will provide Developer (or its permitted assignee) certain TIF Assistance (as defined herein) in accordance with Article III of this Agreement in connection with Developer’s development and construction of the Project improvements and elements described below (collectively, referred to herein as the “Minimum Improvements”): (i) the High-Rise Residential Element (excluding any retail and/or commercial tenant improvements in the commercial space therein), including the Site A Public Parking; (ii) the Interior Street Grid, including all required site preparation, soil correction, utilities and underground storm water systems necessary to establish four building pads as shown on Site Plan; (iii) the Phase 1 Sidewalks and Streetscapes (defined herein); and (iv) the Site A Public Art (defined herein). L. Furthermore, upon certification of the TIF District and the satisfaction of certain conditions set forth in the Site B/C Redevelopment Agreement, the Authority will provide Developer or Orion Investments or their permitted assignee certain “TIF Assistance” pursuant to the “Site B/C TIF Note” as defined and in accordance with Article III of the Site B/C Redevelopment Agreement (the “Site B/C TIF Note”) in connection with the development and construction of the Project improvements and elements described below (as more particularly described in the Site B/C Redevelopment Agreement, collectively, “Site B/C Minimum Improvements”): (i) Commercial Element, including the Public Plaza; Execution Draft 4 Redevelopment Agreement (7001 France Avenue – Site A) 174010100.2 4864-5846-9917\12 (ii) District Parking; (iii) the Phase 2 Sidewalks and Streetscapes (defined herein); and (iv) The Site B/C Public Art (defined herein) NOW, THEREFORE, in consideration of foregoing Recitals, which are incorporated into the provisions of this Agreement by this reference, and the mutual obligations of the parties hereto, each of them does hereby covenant and agree with the others as follows: Article I Recitals; Exhibits, Definitions 1.1 Recitals. The foregoing Recitals are incorporated into this Agreement by this reference, including the definitions set forth therein. 1.2 Exhibits. All Exhibits referred to in and attached to this Agreement upon execution are incorporated in and form a part of this Agreement as if fully set forth herein. 1.3 Definitions. Unless the context otherwise specifies or requires, the following terms have the following definitions. Certain other capitalized terms are defined elsewhere in this Agreement. All defined terms may be used in the singular or the plural, as the context requires. “Agreement” means this Redevelopment Agreement, as the same may be from time to time modified, amended or supplemented. “Authority” means the Housing and Redevelopment Authority of Edina, Minnesota. “Authorized Representative” means, with respect to the Authority, the Executive Director of the Authority or its designee, and, with respect to the City, the City Manager or its designee. “Available Tax Increments” means up to 50% of the Tax Increments received and retained by the Authority from the County during any applicable time frame. “Bank Element” has the meaning set forth in Recital H. “Board” means the Board of Commissioners of the Authority. “Certificate of Completion” means a certificate in substantially the form attached as Exhibit E, signed by the Authorized Representative for the Authority, to be issued pursuant to the terms of Section 4.12. “City” means the City of Edina, Minnesota. “City Approvals” means, collectively, the PUD Ordinance, the Project Approval Resolution, the Final Development Plan, and the Development Contract, and all other approvals, permits, licenses, and agreements issued by or entered into with the City, the Authority, or other governmental authority relating to the Project, the Project Area and/or Developer. “City Consultants” means the financial, engineering, legal, TIF eligibility and other similar advisors to the City and the Authority. Execution Draft 5 Redevelopment Agreement (7001 France Avenue – Site A) 174010100.2 4864-5846-9917\12 “City Council” means the City Council of the City. “City Parties” means the City and the Authority, and their respective governing body members and elected officials, officers, employees, agents, independent contractors and attorneys. “City Easement(s)” has the meaning set forth in Section 4.6(a). “Commencement” means (i) with respect to pre-construction activities necessary for Commencement of the vertical construction of the Minimum Improvements (e.g., demolition, environmental remediation and site preparation), actual physical activity related to such pre-construction activity and (ii) with respect to vertical construction of the Minimum Improvements, the date on which actual physical construction of the building foundation begins. “Commercial Element” has the meaning set forth in Recital H. “Completion” means (i) with respect to the Minimum Improvements, Developer’s receipt of the Certificate of Completion from the Authority and (ii) with respect to the individual aspects of the Minimum Improvements described in the Minimum Improvements timeline set forth in Section 4.1, substantial completion of such aspect or element such that Developer can proceed with Commencement of the next aspect or element in a manner consistent with normal construction practices “County” means the County of Hennepin, Minnesota. “Cure Rights” means the rights to cure a Default as specified in Section 9.4 before such Default is deemed to be an Event of Default. “Default” means an act or omission by the City, the Authority or Developer which becomes an Event of Default under this Agreement if it is not cured following notice thereof from the other party pursuant to any applicable Cure Rights. “Default Date” has the meaning set forth in Section 4.1(a). “Developer” means MDI France Avenue, LLC, a Minnesota limited liability company, and its permitted successors and assigns in accordance with this Agreement. “Development Contract” means that certain Site Improvement Performance Agreement for Site A dated on or about an even date herewith, by and between the City and Developer, and recorded against Site A. “District Parking” has the meaning set forth in Recital H. “Effective Date” means the date of this Agreement set forth in the preamble above. “Environmental Law” means any federal, state or local law, rule, regulation, ordinance, or other legal requirement relating to (a) a release or threatened release of any Hazardous Material, (b) pollution or protection of public health or the environment or (c) the manufacture, handling, transport, use, treatment, storage, or disposal of any Hazardous Material. “Event of Default” means any of the events by the City, the Authority or Developer described in Article IX. Execution Draft 6 Redevelopment Agreement (7001 France Avenue – Site A) 174010100.2 4864-5846-9917\12 “Final Development Plan” means the final development plans for the Minimum Improvements and the Project as approved by the City pursuant to the Project Approval Resolution and the PUD Ordinance, and attached hereto as Exhibit B. “Financing Commitments” means financing commitments, term sheets and/or other evidence of Project financing commitments from debt and equity sources sufficient, with all other available sources of funding, to fund all costs to construct the Minimum Improvements, all in a form reasonably satisfactory to the Authority and disclosing (i) the identity of the mortgage lender(s), (ii) mortgage rate and terms, and (iii) an organizational chart of Developer with the identity of all equity sources with greater than a 10% direct or indirect investment in the Minimum Improvements. The Authority acknowledges and agrees that the Financing Commitments may be conditioned on items customarily required by institutional investors and lenders (including, without limitation, adequate financial statements, environmental review, appraisals, surveys and title). “Go-Ahead Letter” means Developer’s letter to the City and the Authority, substantially in the form attached as Exhibit D, and including the Financing Commitments and stating that Developer is prepared to close the Minimum Improvements financing, and is prepared to proceed with the construction of the Minimum Improvements. “High-Rise Residential Element” has the meaning set forth in Recital H. “Hazardous Material” means petroleum, asbestos-containing materials, and any substance, waste, pollutant, contaminant or material that is defined as hazardous or toxic in any Environmental Law. “Interior Street Grid” has the meaning set forth in Recital H. “Law” means federal, state, or local governmental or quasi-governmental laws, ordinances, rules, codes, regulations, directives, orders and/or requirements. “Lookback Pro Forma” has the meaning set forth in Section 3.4(d)(i). “Lot” has the meaning set forth in Recital C. “Market Return Rate” has the meaning set forth in Section 3.4(c)(i). “Memorandum of Agreement” means the document described in Section 10.16 and substantially in the form shown in Exhibit F. “Minimum Improvements” has the meaning set forth in Recital K. “Mortgage” has the meaning set forth in Section 5.1(a). “Orion Investments” means Orion 7001 France, LLC, a Minnesota limited liability company or a Related Party thereof, in either case, in which Theodore R. Carlson of Edina, Minnesota is a principal owner and/or manager. “Parking Easement” has the meaning set forth in Section 4.6(a)(i). “Phase 1 Sidewalks and Streetscapes” means all (i) Sidewalks and Streetscapes and related landscaping on Site A along 70th Street, Drew Avenue, 71st Street, and Ewing Avenue and (ii) subject to Execution Draft 7 Redevelopment Agreement (7001 France Avenue – Site A) 174010100.2 4864-5846-9917\12 Section 7.8 hereof, new sidewalks or maintenance of existing sidewalks on Site B along 70th Street, France Avenue, 71st Street, and Ewing Avenue. “Phase 2 Sidewalks and Streetscapes” means all Sidewalks and Streetscapes and related landscaping on Site B and Site C along 70th Street, France Avenue, 71st Street, and Ewing Avenue. “Private ERA” means that certain Easement and Restriction Agreement dated March 24, 2022, by and between U.S. Bank National Association, a national banking association, and MDI France Avenue, LLC, a Minnesota limited liability company, as Developer, recorded on March 29, 2022, with the Hennepin County Registrar of Titles as Document No. 5932919. “Project” has the meaning set forth in Recital H. “Project Approval Resolution” means City Council Resolution No. 2022-53. “Project Area” has the meaning set forth in Recital C. “Project Site Plan” means the site plan for the Project attached as Exhibit A. “Project TIF Notes” means, collectively, the Site A TIF Note and the Site B/C TIF Note. “Public Access Easement” has the meaning set forth in Section 4.6(a)(ii). “Public Plaza” has the meaning set forth in Recital H. “PUD Ordinance” means City Ordinance No. 2021-13. “Qualified Redevelopment Costs” has the meaning set forth in Section 3.2(a). “Redevelopment Area” has the meaning set forth in Recital B. “Related Party” means with respect to any person or entity (i) any other person or entity controlling, controlled by or under common control with such person or entity; or (ii) any other person or other entity in which the majority equity interest of such other person or entity is owned by the same parties that have a majority equity interest in the first person or entity. “Sidewalks and Streetscapes” has the meaning set forth in Recital H. “Site A” has the meaning set forth in Recital H. “Site A Excess Return” has the meaning set forth in Section 3.4(d)(iii). “Site A Public Art” has the meaning set forth in Section 4.7. “Site A Public Parking” has the meaning set forth in Recital G. “Site A TIF Adjustment” has the meaning set forth in Section 3.4(d)(iii). “Site A TIF Note” has the meaning set forth in Section 3.3(a). “Site B” has the meaning set forth in Recital H. Execution Draft 8 Redevelopment Agreement (7001 France Avenue – Site A) 174010100.2 4864-5846-9917\12 “Site B/C Minimum Improvements” has the meaning set forth in Recital L. “Site B/C Redevelopment Agreement” has the meaning set forth in Recital D. “Site B/C TIF Note” has the meaning set forth in Recital L. “Site C” has the meaning set forth in Recital H. “Site D” has the meaning set forth in Recital H. “State” means the state of Minnesota. “Tax Increments” means the tax increment (as defined in the TIF Act) derived from Site A which have been actually received and retained by the Authority in accordance with the provisions of the TIF Act, including without limitation Minnesota Statutes, Section 469.177. “TIF” means tax increment financing pursuant to the TIF Act. “TIF Act” has the meaning set forth in Recital A. “TIF Assistance” means reimbursement of Qualified Redevelopment Costs through payments from the Authority to Developer of Available Tax Increments under the Site A TIF Note, pursuant to the terms and conditions of Article III of this Agreement, the Site A TIF Note, and the TIF Act. “TIF District” has the meaning set forth in Recital F. “TIF Plan” has the meaning set forth in Recital F. “TIF Pro Forma” means a detailed financial pro forma for the Minimum Improvements, including total Minimum Improvements costs, sources and uses of financing, return calculations based on projected and/or actual (as applicable) income and expenses for the Minimum Improvements, in substantially the form attached hereto as Exhibit C, and all as updated by Developer from time to time in accordance with this Agreement based on actual and/or projected Minimum Improvements information, as the same becomes available during the development of the Minimum Improvements. “Unavoidable Delays” means actual delays in the Commencement and Completion of the Minimum Improvements or any element thereof, outside the reasonable control of Developer, to extent such actual delays are a result of (i) unusually severe or prolonged bad weather, (ii) acts of God, acts of war, civil unrest, terrorism, criminal conduct of third parties, fire or other casualty to the Minimum Improvements, (iii) litigation commenced by third parties, (iv) actions or inactions of any federal, State, or local government unit which directly result in delays, including, but not limited to, a declared emergency under Minnesota Statutes, Chapter 12 or due to pandemic or quarantine restrictions imposed by applicable Law, (v) strikes, or other labor trouble, industry-wide material shortages and delays in delivery, labor shortages; (vi) concealed or unknown site conditions not revealed and not reasonably anticipated prior to the Effective Date; (vii) pandemic and outbreaks of Covid-19 and variants thereof; and/or (viii) other events beyond Developer’s reasonable control which Developer could not reasonably foresee would occur and which Developer would have been reasonably expected to take measures to avoid or minimize, in each case, not resulting from the act or omission of Developer (or its contractors, subcontractors, agents, or employees), and in each instance to the extent Developer gives written notice to the Authority and City within 30 days after either the occurrence of such event giving rise to each Unavoidable Delay or Developer’s reasonable realization that the occurrence will cause an Unavoidable Delay. Execution Draft 9 Redevelopment Agreement (7001 France Avenue – Site A) 174010100.2 4864-5846-9917\12 Article II Representations and Warranties 2.1 Representations and Warranties of the City. The City makes the following representations and warranties: (a) The City is a Minnesota municipal corporation and has the power to enter into this Agreement and carry out its obligations hereunder. The City has duly authorized the execution, delivery and performance of this Agreement. (b) There is not pending, nor to the best of the City’s knowledge is there threatened, any suit, action or proceeding against the City before any court, arbitrator, administrative agency or other governmental authority that may materially and adversely affect the validity of any of the transactions contemplated hereby, the ability of the City to perform its obligations hereunder or as contemplated hereby, or the validity or enforceability of this Agreement. (c) To the best of the City’s knowledge and belief, no member of the City Council or officer of the City, has either a direct or indirect financial interest in this Agreement, nor will any City Councilmember or officer of the City, benefit financially from this Agreement within the meaning of Minnesota Statutes, Section 469.009, as amended. (d) The execution, delivery and performance of this Agreement, and any other documents, instruments or actions required or contemplated pursuant to this Agreement by the City does not, and consummation of the transactions contemplated therein and the fulfillment of the terms thereof will not conflict with or constitute on the part of the City a breach of or default under any existing agreement or instrument to which the City is a party or violate any law, charter or other proceeding or action establishing or relating to the establishment and powers of the City or its officers, officials or resolutions. 2.2 Representations and Warranties of the Authority. The Authority makes the following representations and warranties: (a) The Authority is a public body corporate and politic and a governmental subdivision of the State, duly organized and existing under State law and the Authority has the authority to enter into this Agreement and carry out its obligations hereunder. (b) Except as provided in this Agreement, and provided that the Authority will fund fiscal disparities from within the TIF District, in accordance with Minnesota Statutes, Section 469.177, subdivision 3, the Authority agrees to retain all of the captured net tax capacity of Site A to finance the Qualified Redevelopment Costs as provided in this Agreement, and will elect that the duration of the TIF District will be the maximum duration permitted by the TIF Act. The Authority will not voluntarily take any action to reduce the amount of captured tax capacity retained to finance the Qualified Redevelopment Costs or to further reduce the duration of the District until the amount paid to Developer from Available Tax Increments reaches the maximum amount specified in Article III. (c) The execution, delivery and performance of this Agreement and any other documents or instruments required pursuant to this Agreement by the Authority does not, and consummation of the transactions contemplated therein and the fulfillment of the terms thereof will not, conflict with or constitute on the part of the Authority a breach of or default under any existing (i) indenture, mortgage, deed of trust or other agreement or instrument to which the Authority is a party or by which the Authority or any of its property is or may be bound, (ii) legislative act, constitution or other proceeding establishing or relating to the establishment of the Authority or its officers or its resolutions, or (iii) any Execution Draft 10 Redevelopment Agreement (7001 France Avenue – Site A) 174010100.2 4864-5846-9917\12 Minnesota statute or any provisions of any bond, debenture, loan agreement, regulation or order of the United States of America or the State, or any agency or political subdivisions thereof or any court order or judgment in any proceeding to which the Authority is or was a party by which it is bound. (d) There is not pending, nor to the best of the Authority’s knowledge is there threatened, any suit, action or proceeding against the Authority before any court, arbitrator, administrative agency or other governmental authority that may materially and adversely affect the validity of any of the transactions contemplated hereby, the ability of the Authority to perform its obligations hereunder or as contemplated hereby, or the validity or enforceability of this Agreement. (e) To the best of the Authority’s knowledge and belief, no member of the Board of the Authority or officer of the Authority, has either a direct or indirect financial interest in this Agreement, nor will any Commissioner of the Authority or officer of the Authority, benefit financially from this Agreement within the meaning of Minnesota Statutes, Section 469.009, as amended. 2.3 Representations and Warranties of Developer. Developer represents and warrants that: (a) Developer is a limited liability company organized and in good standing under the laws of the state of Minnesota, is not in violation of any provisions of its operating agreement or other organizational documents or the laws of the State, has power to enter into this Agreement and has duly authorized the execution, delivery and performance of this Agreement by proper action of its members. (b) Developer currently owns marketable fee title to Sites A, B, and C. (c) The execution and delivery of this Agreement and the consummation of the transactions contemplated thereby, and the fulfillment of the terms and conditions thereof do not and will not conflict with or result in a breach of any material terms or conditions of Developer’s organizational documents, any restriction or any agreement or instrument to which Developer is now a party or by which it is bound or to which any property of Developer is subject, and do not and will not constitute a default under any of the foregoing or to the best of Developer’s knowledge be a violation of any order, decree, statute, rule or regulation of any court or of any state or Federal regulatory body having jurisdiction over Developer or its properties, including its interest in the Minimum Improvements, and do not and will not result in the creation or imposition of any lien, charge or encumbrance of any nature upon any of the property or assets of Developer contrary to the terms of any instrument or agreement to which Developer is a party or by which it is bound. (d) To the best of Developer’s knowledge and belief, the execution and delivery of this Agreement will not create a conflict of interest prohibited by Minnesota Statutes, Section 469.009, as amended. (e) Developer would not construct the Minimum Improvements, but for the execution of this Agreement and the TIF Assistance for the Qualified Redevelopment Costs and other public assistance contemplated to be made available hereunder. (f) There are no pending or to the best of Developer’s knowledge, threatened legal proceedings, of which Developer has notice, contemplating the liquidation or dissolution of Developer or threatening its existence, or seeking to restrain or enjoin the transactions contemplated by the Agreement, or questioning the authority of Developer to execute and deliver this Agreement or the validity of this Agreement. Execution Draft 11 Redevelopment Agreement (7001 France Avenue – Site A) 174010100.2 4864-5846-9917\12 (g) Neither Developer nor any Related Party of Developer is currently delinquent in the payment of any business, occupation, sales, use, gross receipts, rental, real and personal property and other similar taxes imposed with respect to any real property owned or leased by any of such parties in the State. (h) Developer has not received any notice from any local, state or federal official that the activities of Developer or the Authority with respect to the Project Area may or will be in violation of any Environmental Law, except as has been identified in any report, audit, inspection or survey, undertaken by or provided to the City and the Authority. Developer represents that to the best of Developer’s knowledge: (i) it is not aware of any state or federal claim filed or planned to be filed by any party relating to any violation of any local, state or federal Environmental Law, regulation or review procedure, and (ii) it is not aware of any violation of any local, state or federal law, regulation or review procedure which would give any person a valid claim under any Environmental Law, including the Minnesota Environmental Rights Act or the Minnesota Environmental Policy Act. (i) Developer reasonably expects that it will be able to obtain private financing in an amount sufficient, together with funds provided by the Authority and any other public agencies, to enable Developer to successfully construct the Minimum Improvements, as provided herein. Article III TIF Assistance 3.1 Creation of TIF District; Certification. The Authority and City have taken all necessary actions to create and establish the TIF District as of the Effective Date. The TIF District has been created and established as a “renewal and revocation” district under the TIF Act. The Authority will cause the TIF District to be certified prior to June 30, 2022, such that Tax Increments will be available commencing in the calendar year 2026. Developer acknowledges and agrees that the Authority and the City may take appropriate steps to modify the TIF District in the future, including, without limitation, incorporating additional land into the TIF District. Developer shall cooperate with the Authority and the City with any such future modification, including to execute and deliver any supplements or modifications to this Agreement that are reasonably required in connection therewith, provided that no such modification or supplement shall (a) increase any obligation of Developer hereunder or (b) adversely affect any right of or benefit of Developer hereunder. 3.2 Qualified Redevelopment Costs. (a) Costs and expense for the items described below, initially paid by Developer from Developer’s own sources and incurred in furtherance of the construction and development of the Minimum Improvements, shall be eligible for TIF Assistance under the terms and conditions of this Agreement (collectively, “Qualified Redevelopment Costs”): Demolition of existing improvements on the Project Area and remediation of environmental contamination $800,000 Site A pro rata share of site improvements to achieve the four Lot arrangement, including Interior Street Grid and Project stormwater management; Phase 1 Sidewalks and Streetscapes; Site A site preparation, utilities, surface parking, driveways, sidewalks, landscaping, streetscaping and on-site stormwater management $3,281,472 Execution Draft 12 Redevelopment Agreement (7001 France Avenue – Site A) 174010100.2 4864-5846-9917\12 Site A Public Parking $718,528 Professional costs to prepare TIF study, plan and agreements and Developer legal costs related to preparation of this Agreement. $200,000 Total $5,000,000 (b) The actual amount of Qualified Redevelopment Costs within each of the foregoing categories may be allocated among such categories, subject to reasonable review and approval by the Authority, and provided that Developer must provide reasonable evidence of the actual amounts of Qualified Redevelopment Cost actually incurred or committed in each such category. 3.3 TIF Note. (a) TIF Note. In order for Developer to obtain the TIF Assistance contemplated by this Agreement, the Authority shall issue, subject to the terms and conditions of this Agreement, one “pay- as-you-go” TIF note (“Site A TIF Note”) in substantially the form attached as Exhibit G, with a maximum term of 15 years, and in the aggregate maximum principal amount of not to exceed $5,000,000.00, subject to adjustment pursuant to Section 3.4, and in no event shall the principal amount of the Site A TIF Note exceed 3.67% of the actual, documented costs of the Minimum Improvements as shown in the updated TIF Pro Forma provided by Developer pursuant to Section 3.4(c). Furthermore, in no event shall the cumulative principal amount of the Project TIF Notes collectively exceed 10.0% of the actual, documented costs of the combined costs of the Minimum Improvements and the Site B/C Minimum Improvements, as determined in accordance with this Agreement and the Site B/C Redevelopment Agreement, as applicable. (b) Interest. The Site A TIF Note shall bear simple interest on the unpaid principal balance thereof at a fixed rate equal to the lesser of: (i) the rate of interest charged by the lender providing the initial permanent financing (including any mini-perm loan used to pay-off the initial construction financing) in place following Completion of the Minimum Improvements which is secured by a first priority Mortgage on Site A, which rate shall be calculated once as of the date of the issuance of the Site A TIF Note if permanent financing is in place as of such date; and (ii) 4.25% per annum (which shall also be the applicable rate of interest if such permanent financing referenced in clause (i) above is not in place at the time of issuance of the Site A TIF Note). (c) Payments and Interest. Semi-annual payments on the Site A TIF Note from Available Tax Increment and accrual of interest on the unpaid principal balance of the Site A TIF Note will commence upon the Authority’s issuance of the Site A TIF Note, all in accordance with terms and condition set forth in the Site A TIF Note. (d) Condition of Issuance. The Authority’s obligation to issue the Site A TIF Note to Developer is subject to satisfaction of each of the following conditions: (i) Developer shall have provided evidence satisfactory to the Authority that Developer has actually incurred (A) Qualified Redevelopment Costs in an amount equal to at least the amount of the requested Site A TIF Note and (B) total Minimum Improvements Execution Draft 13 Redevelopment Agreement (7001 France Avenue – Site A) 174010100.2 4864-5846-9917\12 costs corresponding to the line item detail shown in the initial TIF Pro Forma attached as Exhibit C; (ii) Developer shall have provided evidence satisfactory to the Authority that all parties have been paid for work related to the completion of the Minimum Improvements (e.g., lien waivers or similar); (iii) Developer shall have provided the updated TIF Pro Forma to the Authority, and the Authority shall have completed their review, analysis, and audit of the same as necessary to determine the original principal amount of the Site A TIF Note in accordance with Section 3.4(c); (iv) Developer shall have submitted documentation necessary to secure all grant payments as well as other documents to administer the closing of all grant agreements. (v) Developer shall have granted, and/or shall have caused the then-current owner of the applicable portion of Project Area to grant, to the City and/or the Authority, as applicable, each of the City Easements; Developer shall have obtained all applicable mortgagee consents to such City Easements; and each of the City Easements and mortgagee consents shall have been recorded against the applicable portion of the Project Area; and the Site A Public Parking, the Internal Street Grid, and the Phase 1 Sidewalks and Streetscapes shall have been opened pursuant to the terms of each applicable City Easement agreement; (vi) Developer shall have satisfied the Environmental Sustainability requirements set forth in Section 4.8 and Developer has delivered such reasonable and relevant information and documentation as the Authority requires in order to confirm the same; (vii) Developer has delivered to the Authority a final report and certificate detailing and certifying as to Developer’s activities and final outcomes of Developer’s efforts to achieve the Equity and Inclusion goals under Section 4.9 of this Agreement; (viii) No Developer Default or Developer Event of Default exist under this Agreement and no Developer default shall exist under any of the City Approvals, City Easements, the Private ERA, or any other agreement pertaining to the Minimum Improvements; (ix) Developer has met all requirements of the City corresponding to any other development and or site improvement agreement for the Minimum Improvements; (x) Neither Developer nor any other applicable owner of a portion of the Project Area shall not be have requested or received a waiver or reduction of any required park dedication fees or any required contribution to the City’s Affordable Housing Trust Fund for any portion of the Project Area; (xi) the Certificate of Completion for the Minimum Improvements shall have been issued by the Authority in accordance with the terms and conditions of this Agreement, including, preparation of Sites B and C in accordance with Section 7.8, if applicable; and Execution Draft 14 Redevelopment Agreement (7001 France Avenue – Site A) 174010100.2 4864-5846-9917\12 (xii) a certificate of occupancy has been issued by the City for the Bank Element on Site D. (e) No Representation or Warranty. Payments of principal and interest under the Site A TIF Note shall be payable solely from Available Tax Increments. The Authority does not represent or warrant the amounts of Available Tax Increments that will be available for payment principal and interest under the Site A TIF Note. The Authority will not reimburse Developer for Qualified Redevelopment Costs from Authority revenues, other than from Available Tax Increments, nor guaranty the amount of money which Developer will receive as a reimbursement, such amount being payable solely from the Available Tax Increments in accordance with this section, unless the Authority elects, in its sole and absolute discretion, with no obligation to do so, to pay down the Site A TIF Note from other funds. 3.4 TIF Assistance and Potential Adjustment. (a) Generally. The financial assistance to Developer under this Agreement is based on certain assumptions regarding anticipated costs and expenses associated with constructing the Minimum Improvements. Specifically, the maximum aggregate principal amount of the Site A TIF Note has been determined based on the amount of assistance needed to make the Minimum Improvements financially feasible, as shown in the initial TIF Pro Forma attached as Exhibit C. The Authority and Developer agree that those assumptions will be reviewed at the times described in this section, and that the amount of TIF Assistance provided herein shall be adjusted in accordance with this Section 3.4. (b) Definitions. For the purposes of this section, the following terms have the following meanings: (i) “Cash Flow” means Net Operating Income less debt service (principal and interest) with respect to the Mortgage loan(s) encumbering the Minimum Improvements. (ii) “Cash-on-Cost Return” means Net Operating Income divided by the sum of the total actual cost of the Minimum Improvements (less any grants, forgivable loans, or City, Authority, federal or State funds received by Developer) as set forth in an updated TIF Pro Forma. For purposes of clarity, an example calculations of the Cash-On-Cost Return is included in the initial TIF Pro Forma attached as Exhibit C. (iii) “Closing Date” means March 24, 2022, the date on which Developer acquired possession of Site A. (iv) “IRR” means the internal rate of return for the Minimum Improvements, where the IRR is calculated as the annualized return of the annual cash flow over the applicable period on Developer’s actual utilization of equity for Minimum Improvements costs. For purposes of clarity, example calculations of IRR are attached hereto in Exhibit H. (v) “Net Operating Income” means total income and other project-derived revenue, including payments under the Site A TIF Note, less Operating Expenses. (vi) “Operating Expenses” means reasonable and customary expenses incurred in operating the Minimum Improvements, including, but not limited to all management and related expenses, all real estate taxes and special assessments for Site A. (c) Confirmation of TIF Assistance Upon Completion. Execution Draft 15 Redevelopment Agreement (7001 France Avenue – Site A) 174010100.2 4864-5846-9917\12 (i) Market Rate Return. After substantial completion of the Minimum Improvements, but before, and as a condition to, issuance of the Certificate of Completion and issuance of the Site A TIF Note, Developer shall provide to the Authority an updated TIF Pro Forma based on actual, documented costs of the Minimum Improvements and any reasonable and relevant information and documentation as the Authority requires in order to calculate the reasonably anticipated Cash-on-Cost Return for the Minimum Improvements and to otherwise confirm that the “but for” finding adopted by the City and the Authority continues to be satisfied. The Authority may retain a financial advisor, accountant, and/or other professional with similar expertise to audit the submitted updated TIF Pro Forma, at Developer’s cost. If the updated TIF Pro Forma demonstrates that the reasonably anticipated Cash-on-Cost Return for the Minimum Improvements exceeds 6.00% (the “Market Return Rate”), then the amount of TIF Assistance provided herein, as reflected in the principal amount of the Site A TIF Note, shall be reduced based on the actual TIF Assistance that is sufficient to assist the Minimum Improvements to achieve the Market Return Rate based on the updated TIF Pro Forma. (ii) Contingency Funds and Allowances. The maximum principal amount of the Site A TIF Note is currently calculated using the contingency funds and escalation allowances set forth in the initial TIF Pro Forma attached as Exhibit C. Developer shall provide the Authority documentation identifying the actual use of all contingency funds and escalation allowances and the same shall be identified in detail in the updated TIF Pro Forma delivered in accordance with Section 3.4(c)(i). For purposes of the TIF Assistance provided herein and the final principal amount of the Site A TIF Note, all contingency funds and escalation allowances shall be used only for costs related to actual, documented increased costs for the Minimum Improvements, and the principal amount of the Site A TIF Note may be reduced if any such contingency funds and/or escalation allowances have been used by Developer (A) for material changes to the Minimum Improvements not approved by the Authority hereunder, (B) in a manner that enhances the residential amenities and private spaces of the Minimum Improvements with no benefit to the public, and/or (C) for costs or expenses unrelated to the Minimum Improvements. (iii) Developer Fee. In no case shall the developer fee exceed 3.5% of the total actual costs of the Project related to Site A and the Minimum Improvements incurred by Developer as shown in an updated TIF Pro Forma prepared after substantial completion of the Minimum Improvements. (d) Sale Lookback and Determination of Site A Excess Returns. (i) Upon the earlier of (A) the tenth (10th) anniversary of the date of issuance of the Site A TIF Note and (B) thirty (30) days after each sale of all or part of the Minimum Improvements to any party other than a Related Party of Developer occurring prior to the date upon which the Site A TIF Note is paid in full or terminated hereunder, Developer shall submit to the Authority an updated TIF Pro Forma and any other reasonable and relevant information and documentation as the Authority requires in order to calculate the IRR for the Minimum Improvements as of such 10-year anniversary of the issuance of the Site A TIF Note or the date of the applicable sale all or part of the Minimum Improvements (as applicable, the “Lookback Date”), including, without limitation, a certified cost and revenue analysis, including for any applicable sale, in each case, prepared in accordance with generally accepted accounting principles (each a “Lookback Pro Forma”). This analysis will include, without limitation, all acquisition costs, Qualified Redevelopment Costs, and all other improvement and redevelopment costs incurred by Developer for the Execution Draft 16 Redevelopment Agreement (7001 France Avenue – Site A) 174010100.2 4864-5846-9917\12 Minimum Improvements identified within the updated TIF Pro Forma, as well as historical Net Operating Income, debt service, and Site A TIF Note payments. The Authority may retain a financial advisor, accountant, and/or other professional with similar expertise to audit the submitted Lookback Pro Forma, at Developer’s cost (ii) The Lookback Pro Forma and related information shall be used by the Authority to determine whether the Minimum Improvements as of the applicable Lookback Date yielded a Site A Excess Return (defined below) to Developer. The IRR shall be used to measure any Site A Excess Return in accordance with the following sliding scale: Lookback Date IRR beyond which Site A Excess Return is created Before the fourth (4th) anniversary of the Closing Date 20.0% From fourth (4th) anniversary of the Closing Date to the seventh (7th) anniversary of the Closing Date 18.0% After the seventh (7th) anniversary of the Closing Date 16.0% (iii) If Developer’s actual IRR on the Minimum Improvements as of the applicable Lookback Date (including any applicable sale proceeds) exceeds the applicable IRR listed in the table above, then the dollar value of the proceeds and other cash flow received by Developer to cause Developer’s actual IRR to exceed the applicable IRR shall be Developer’s “Site A Excess Return”. If any Site A Excess Return exists, then payments on the Site A TIF Note shall immediately cease, the outstanding balance forgiven, and the Site A TIF Note shall automatically terminate. If Developer’s Site A Excess Return exceeds the then outstanding principal balance of the Site A TIF Note, then Developer shall pay 50% of such Site A Excess Return (the “Site A TIF Adjustment”) in lawful money of the United States within 30 days from the date on which the Authority gives Developer notice of the amount of the Site A TIF Adjustment due to the Authority; provided, however, in no event shall the Site A TIF Adjustment exceed the aggregate sum of all payments (both principal and interest) actually made by the Authority to Developer under the Site A TIF Note. Until the Authority is paid the Site A TIF Adjustment in full, the Authority shall have a lien in its favor upon the Minimum Improvements and the Lots on which they are located to secure the amount of the Site A TIF Adjustment. Such lien shall attach and take effect from the date of the sale of the Minimum Improvements contemplated by this section. Any such lien may be foreclosed as a mortgage on real estate if the Site A TIF Adjustment is not paid by the date required by this section. A lien under this section is prior to all other liens and encumbrances on the Minimum Improvements except (1) the first priority Mortgage on Site A; (2) liens for real estate taxes and other governmental assessments or charges against the Minimum Improvements; and (3) all leases executed prior to the date that the lien attaches and takes effect. The parties will reasonably cooperate with the sale process and work in good faith to promptly determine any Site A TIF Adjustment related to a sale of all or part of the Minimum Improvements such that any Site Execution Draft 17 Redevelopment Agreement (7001 France Avenue – Site A) 174010100.2 4864-5846-9917\12 A TIF Adjustment is paid by Developer at or before the closing of the sale of the Minimum Improvements so as to avoid any unreasonable delay to the closing of such sale. (iv) If the Minimum Improvements have not yielded a Site A Excess Return to Developer as of the applicable Lookback Date, then payments on the Site A TIF Note shall continue pursuant to the terms of the existing Site A TIF Note. (v) For purposes of clarity, example calculations of the Site A TIF Adjustment pursuant to this Section 3.4(e) are attached hereto in Exhibit H. 3.5 Assignment of Note. Subject to Developer’s compliance with the terms and conditions of this Section 3.5, the Site A TIF Note will transfer to Developer’s successor at the time of any assignment of this Agreement by Developer made in accordance with Section 8.2. Except for such assignments, the Site A TIF Note shall not be assignable or transferable without the prior written consent of the Authority, which consent shall not be unreasonably withheld (subject to, without limitation, the provisions of Section 8.2(b)); provided, however, Developer may, without the City’s or the Authority’s consent, but upon prior written notice to the Authority (a) assign the Site A TIF Note, together with Developer’s rights and obligations under this Agreement to a Related Party, Orion Investments, or a joint venture entity pursuant to Section 8.2(a)(iv) hereof and/or (b) collaterally assign Developer’s rights and obligations under this Agreement and the Site A TIF Note to the holder of any Mortgage that is permitted under the terms of Section 5.1. Notwithstanding anything herein to the contrary, as a condition to any transfer or assignment of the Site A TIF Note, any assignee or transferee must execute and deliver to the Authority a certificate, in form and substance reasonably satisfactory to the Authority, pursuant to which, among other things, such assignee or transferee acknowledges and represents: (i) the limited nature of the Authority’s payment obligations under the Site A TIF Note; (ii) that the Site A TIF Note is being acquired for investment for such assignee’s or transferee’s own account, not as a nominee or agent, and not with a view to the resale or distribution of any part thereof; (iii) that the assignee or transferee has no present intention of selling, granting any participation in, or otherwise distributing the same; (iv) that the assignee or transferee, either alone or with such assignee’s or transferee’s representatives, has knowledge and experience in financial and business matters and is capable of evaluating the merits and risks of the prospective investment in the Site A TIF Note and the assignee or transferee is able to bear the economic consequences thereof; (v) that in making its decision to acquire the Site A TIF Note, the assignee or transferee has relied upon independent investigations made by the assignee or transferee and, to the extent believed by such assignee or transferee to be appropriate, the assignee’s or transferee’s representatives, including its own professional, tax and other advisors, and has not relied upon any representation or warranty from the Authority, or any of its officers, employees, agents, affiliates or representatives, with respect to the value of the Site A TIF Note; Execution Draft 18 Redevelopment Agreement (7001 France Avenue – Site A) 174010100.2 4864-5846-9917\12 (vi) that the Authority has not made any warranty, acknowledgment or covenant, in writing or otherwise, to the assignee or transferee regarding the tax consequences, if any, of the acquisition and investment in the Site A TIF Note; (vii) that the assignee or transferee or its representatives have been given a full opportunity to examine all documents and to ask questions of, and to receive answers from, the Authority and its representatives concerning the terms of the Site A TIF Note and such other information as the assignee or transferee desires in order to evaluate the acquisition of and investment in the Site A TIF Note, and all such questions have been answered to the full satisfaction of the assignee or transferee; (viii) that the assignee or transferee has evaluated the merits and risks of investment in the Site A TIF Note and has determined that the Site A TIF Note is a suitable investment for the assignee or transferee in light of such party’s overall financial condition and prospects; (ix) that the Site A TIF Note will be characterized as “restricted securities” under the federal securities laws because the Site A TIF Note is being acquired in a transaction not involving a public offering and that under such laws and applicable regulations such securities may not be resold without registration under the Securities Act of 1933, as amended, except in certain limited circumstances; and (x) for purposes of federal securities laws, that no market for the Site A TIF Note exists and no market for the Site A TIF Note is intended to be developed. 3.6 Action to Reduce Taxes. Throughout the term of this Agreement, Developer shall take no action, and suffer no circumstances to exist or action to be taken by others (to the extent Developer may prevent the same), the effect of which would be to render Site A or any portion thereof to be no longer generally subject to real property taxation. Before the expiration or termination of this Agreement, Developer shall not: (a) seek administrative review or judicial review of the applicability of any tax statute relating to the taxation of Site A determined by any tax official to be applicable or raise the inapplicability of any such tax statute as a defense in any proceedings, including delinquent tax proceedings; (b) seek administrative review or judicial review of the constitutionality of any tax statute relating to the taxation of Site A determined by any tax official, or raise the unconstitutionality of any such tax statute as a defense in any proceedings, including delinquent tax proceedings; or (c) seek any tax deferral or abatement, either presently or prospectively authorized under any state or federal law, of the taxation of Site A. Article IV Project Requirements 4.1 Commencement and Completion of Minimum Improvements. (a) Minimum Improvements Timeline. The timeline for the Commencement and Completion of the Minimum Improvements is identified in this Section 4.1. Following Commencement, construction or other activity must continue in a sequence consistent with normal redevelopment and construction practices. Failure to meet any of the dates identified as “Default Date” shall be considered a Execution Draft 19 Redevelopment Agreement (7001 France Avenue – Site A) 174010100.2 4864-5846-9917\12 Default, unless mutually determined to be the result of Unavoidable Delay. The Commencement and Completion timeline for the Minimum Improvements is as follow: Description of Work Commencement Date Completion Date Anticipated Default Date Anticipated Default Date Final City Approvals Not applicable Not applicable 6/13/2022 3/31/2023 Real Estate Land Closing Not applicable Not applicable Complete Complete Demolition (South Bldg) 3/16/2022 9/16/2022 5/31/2022 10/30/2022 Demolition (North Bldg) 4/13/2023 10/13/2023 5/17/2023 11/17/2023 Site Remediation 5/18/2023 11/18/2023 7/28/2023 1/28/2024 Specified Site Preparation 5/18/2023 11/18/2023 7/28/2023 1/28/2024 Site A Foundation 6/23/2023 12/23/2023 8/18/2023 2/18/2024 Residential Construction (including Site A Public Parking)* 8/21/2023 2/21/2024 4/1/2025 10/1/2025 Certificate of Occupancy* Not applicable Not applicable 4/1/2025 12/1/2025 *While the final certificate of occupancy is preferred, temporary certificate of occupancy will be acceptable and will not result in a Default provided that all of the residential floors are capable of being occupied and that all of the commercial areas are capable of being occupied, subject to the completion of commercial tenant build-out and leasing. (b) Anticipated Market Value of Minimum Improvements. It is anticipated that upon completion, the total market value of the Minimum Improvements for tax assessments will be approximately $136,100,000. 4.2 Zoning and Land Use Approvals. Nothing in this Agreement shall limit the authority of the City with respect to zoning and land use approvals. Subject to the foregoing, the staff of the Authority shall cooperate with Developer and assist Developer in the processing and obtaining of zoning and land use approvals. Developer shall be responsible for applying for and obtaining all land use and zoning approvals necessary for the Minimum Improvements, including, without limitation, any conditions contained in the City Approvals. All zoning and land use approvals shall be by the City Council or the City Planning Commission in accordance with the ordinances of the City. Notwithstanding the foregoing and for avoidance of doubt, in addition to the Authority’s other rights and remedies hereunder, the Authority’s consent shall be required for any material changes to the Minimum Improvements, specifically including, without limitation, changes to the scale, massing or exterior finish materials set forth in the original City Approvals that could reduce the taxable value of the Project Area Execution Draft 20 Redevelopment Agreement (7001 France Avenue – Site A) 174010100.2 4864-5846-9917\12 4.3 Building and Construction Permits. Nothing in this Agreement shall limit the governmental authority of the City with respect to its building and construction permitting process for the Project. Developer shall comply with all applicable City building codes and construction requirements and shall be responsible for obtaining all building permits prior to construction. 4.4 Restrictions on Development. Developer may not construct or permit construction of any of the Minimum Improvements until Developer satisfies the following conditions: (a) Developer executes and records the Development Contract against Site A, and causes any lien holder affecting any of the property to subject its interest as provided in this Agreement and in the Development Contract; (b) Developer satisfies all of the conditions precedent to construction of the Minimum Improvements established by the City in the City Approvals; and (c) Developer executes and records a Memorandum of Agreement in accordance with Section 10.16 hereof. 4.5 Submission and Approval of Evidence of Financing . No later than the issuance of the applicable construction or building permit for the Minimum Improvements (but excluding demolition permits), Developer shall provide the Authority with the Go-Ahead Letter, including the Financing Commitments for both debt and equity. If Developer fails to submit the Go-Ahead Letter and the foregoing information acceptable to the Authority within said period of time or any additional period to which the Authority may agree, the Authority may notify Developer of its failure to comply with the requirement of this Section 4.5, such failure being a Default hereunder. 4.6 Public Easements (a) Prior to the issuance of the Certificate of Completion and as a condition to issuance of the Site A TIF Note, Developer shall grant, and/or shall have caused the then-current owner of the applicable portion of Project Area to grant, to the City or the Authority (at City and Authority’s discretion) the following easements with respect to the Minimum Improvements (each a “City Easement”, and collectively the “City Easements”): (i) A permanent, public easement for access and use of the Site A Public Parking (the “Parking Easement”). The Parking Easement shall be granted pursuant to an easement agreement in the form attached as Exhibit I and which shall include the following terms and conditions: (1) The Site A Public Parking shall be available for public use 24 hours a day, seven days a week, 365 days a year, subject to reasonable, nondiscriminatory limitations, rules and regulations governing its use adopted by Developer and approved by City Manager or its designee. (2) The Site A Public Parking will comply with LEED Certification or “Parksmart” certified (or equivalent as determined by the City). Site A Public Parking will be included in the sustainability certification of the High-Rise Residential Element as required under Section 4.8. Execution Draft 21 Redevelopment Agreement (7001 France Avenue – Site A) 174010100.2 4864-5846-9917\12 (3) The City will agree to reduce the actual amount of public parking stalls in the Site A Public Parking by a maximum of 20% if parking on the street level along Drew Avenue or Ewing Avenue is converted to street level retail. (4) The Site A Public Parking shall include typical signage that reads “public parking” and that identifies the same as being available for public parking. In addition, public parking wayfinding signage must be provided at strategic locations on Site A. Within the Site A Public Parking and the High-Rise Residential Element, signage must be provided to clearly delineate “private” stalls so that the general public can readily understand which portions of the parking structures are available for public use. (5) Developer shall be responsible for all maintenance of the Public Parking at no cost or expense to the City or Authority. (6) A minimum of 5% of both public and private stalls within the Site A Public Parking stalls must have EV chargers, with a minimum of another 10% provided conduit for future EV chargers. (7) The Site A Public Parking shall be designed to incorporate a high level of public safety features, potentially including: at least 2 walls of stair and elevator towers to be substantially visible from the exterior of each level, entry doors, doorways and walls that are visibly open from the interior, security cameras in strategic locations, security phones or panic buttons in strategic locations. The Authority shall be given the opportunity to review and confirm these safety features prior to submission by Developer to the City of plans for final City Approvals. (ii) A permanent, public easement for access and use of the Interior Street Grid and Phase 1 Sidewalks and Streetscapes (the “Public Access Easement”), subject to reasonable, nondiscriminatory limitations, rules and regulations governing its use adopted by Developer and subject to the approval of the City Manager or its designee. The Public Access Easement shall be granted pursuant to an easement agreement in a form reasonably required by the City attorney and reasonably approved by the Authority. (iii) A permanent, public easement for access and use of approximately 26 surface parking stalls on Drew Avenue, Ewing Avenue and 71st Street (the “Street Parking Easement”) 24 hours a day, seven days a week, 365 days a year, subject to reasonable time limits and rules for public safety. The Street Parking Easement shall be granted pursuant to an easement agreement in a form reasonably required by the City attorney and reasonably approved by the Authority, and which may be included in the Public Access Easement agreement. (b) Other Terms of City Easements. Neither the City nor the Authority will pay an acquisition cost to Developer for any of the City Easements. Each City Easement must be recorded by Developer as a condition to issuance of the Site A TIF Note. Developer shall, at Developer’s sole cost and expense, cause a licensed surveyor to determine the final, actual legal description of the Site A Public Parking, the Interior Street Grid, and the Phase 1 Sidewalks and Streetscapes for the purpose of the granting the City Easements with respect to such elements. Such legal descriptions will be consistent with the areas and boundaries of such areas as described and depicted in the City Approvals and the exhibits to this Agreement. Execution Draft 22 Redevelopment Agreement (7001 France Avenue – Site A) 174010100.2 4864-5846-9917\12 (c) Relationship to Private ERA. The City Easements and the rights granted to the City, the Authority, and/or the general public thereunder, including, without limitation, the Site A Public Parking, shall be subject to the provisions of the Private ERA; provided, however, Developer hereby represents, warrants, and covenants that the Private ERA does not and will not prohibit the granting of, or the use and enjoyment of, the City Easements and/or the rights granted to the City, the Authority, and/or the general public thereunder. It shall be a material Default hereunder if any such City Easements and/or rights granted to the City, the Authority, and/or the general public thereunder are disturbed or impaired by Private ERA or the enforcement of any provisions of the Private ERA by a party thereto. (d) Future Transit Easements. Developer agrees to grant future easements for future mass transit (e.g., bus) stops in open areas of Site A adjoining public rights-of-way and Public Access Easements on the Interior Street Grid at no cost to the City, the Authority, or the responsible transit agency(ies), subject only to the responsible transit agency(ies) being responsible for initial construction and maintenance of the surface improvements in any future easement area. (e) Drew Avenue Extension. Developer will reasonably accommodate the future reconstruction of a Drew Avenue extension for the creation of a wider access road that connects Site A and the Project Area to adjacent properties or extends from Hazelton to 70th St., and Developer further agrees not to protest such future reconstruction, provided such reconstruction does not have a negative material impact on the Minimum Improvements after construction (agreeing specifically that normal disruption during the construction process is not a material impact). 4.7 Public Art. The Minimum Improvements shall include at least one (1) installation of public art in the applicable area generally depicted on the Final Development Plan (the “Site A Public Art”), such Site A Public Art shall be a permanent sculpture, fountain, mural or equivalent art installation. Developer shall engage a professional art consultant or a landscape architect experienced in public art visioning, commissioning, and implementation in connection with the creation of the Site B Public Art, subject to a public engagement process approved by the City within 30 days after identification of the art consultant. Within such 30-day period, the City Manager may also designate up to three people to provide input and guidance to the art consultant. The Site B Public Art shall have a value of no less than $60,000.00, in the aggregate (exclusive of fees paid to such professional art consultant and exclusive of costs for other aspects of the Minimum Improvements which are installed in connection with or ancillary to such Site B Public Art, but which do not directly form a part of such Site B Public Art). Developer shall at all times maintain Site B Public Art in good, first class condition, at no cost to the City or the Authority. 4.8 Environmental Sustainability. (a) The High-Rise Residential Element must be designed and certified with appropriate standards that provide a greater degree of sustainability than Minnesota building code, as generally described below. All sustainability features are also subject to the final conditions of the City Approvals and applicable Law. (i) LEED certification (most recent edition for new construction) as prepared by United States Green Building Council (USGBC) (ii) Written commitment from Developer to agreed upon energy reduction within end use categories of control around SB 2030 - B3 Sustainable Building standards (most recent edition for new construction) as sponsored by Minnesota Department of Commerce and Minnesota Department of Administration, as appropriately adjusted to account for the current market and type of project. Execution Draft 23 Redevelopment Agreement (7001 France Avenue – Site A) 174010100.2 4864-5846-9917\12 4.9 Equity and Inclusion. (a) Generally; Workforce Goals. Developer shall, and shall cause its general contractor to, use good faith efforts as defined by Minnesota Department of Human Rights to include businesses that are majority owned by under-represented groups including minorities, women, veterans and people with disabilities in the development and construction of the Minimum Improvements. For avoidance of doubt, the terms, conditions, and requirements of this Section 4.9 do not apply to any retail and/or commercial tenant improvements in the commercial space forming part of the High-Rise Residential Element, which such tenant improvements are not part of the “Minimum Improvements” hereunder. Developer shall, and shall cause its general contractor to, use, good faith efforts to employ under- represented people on the construction site for the Minimum Improvements. Developer commits to use good faith efforts to try to achieve the following workforce goals to maximize participation opportunities for the local workforce, including women and minorities: (i) Minority – 32% of the total labor hours for the Minimum Improvements. (ii) Female – 10% of the total labor hours for the Minimum Improvements. (iii) 25% of the total subcontracted work will be awarded to businesses that qualify as minority and women owned business enterprises. These goals are expressed as a percentage of the total craft hours on the Minimum Improvements. Minorities includes African American (not of Hispanic origin), Hispanics, Asians, Pacific Islanders, Native Americans and Alaskan Natives. (b) Good Faith Efforts. For the purpose of this section, “good faith efforts” shall be defined by compliance with the following: (i) At the Project site • Post EEO policy and anti-harassment policies prominently on employee bulletin boards and job sites. Update at least once a year with new contact information and signature of the contractor’s chief executive officer. • Post all government-mandated posters (Minnesota, federal, local) in areas available to employees and applicants and on all job sites. • All job sites to the extent possible should be accessible to people with disabilities, specifically people with mobility impairments (restrooms, break-rooms, etc.). If all restrooms are not accessible, provide comparable facilities for people with disabilities. • Check employee locker rooms, break rooms, restrooms, and work areas (job sites) for potentially offensive cartoons, etc. (ii) Recruiting • All personnel involved in hiring, selection, promotion, disciplinary and related processes should be trained to ensure the elimination of bias (implicit bias training) in personnel actions. Execution Draft 24 Redevelopment Agreement (7001 France Avenue – Site A) 174010100.2 4864-5846-9917\12 • Include an EEO tagline or similar statement in all want ads or other external job announcements. If you post jobs on your web site, include an EEO tagline. • Communicate to the union to ensure that the union accepts people for membership in a nondiscriminatory way and that they refer people to jobs fairly. • Make formal and informal contact with community organizations, apprenticeship training organizations, and unions, and other recruitment organizations (specifically those organizations that focus on women, people of color, Indigenous people, and people with disabilities) that may be able to refer qualified applicants for jobs you have available. • Provide training, preparation and workplace accommodations so that people with disabilities can have rewarding careers. • Contact the Department of Employment and Economic Development (DEED) Vocational Rehabilitation Services unit for the purpose of forming partnerships to help prepare people with disabilities for meaningful employment opportunities. • Participate in construction community job fairs or other construction-related events. • When using paid advertising, include news media or websites geared toward women, communities of color, and/or people with disabilities. (iii) Selection and Hiring • Review your application form and remove any questions that are not job-related. Include an EEO statement on the form itself. Review the application to make sure no illegal/potentially illegal information is requested. • Review EEO/Applicant tracking surveys: they should ask for necessary tracking information only and should be clearly marked as voluntary. Remove the forms from the application itself before the selection process begins. • Make sure supervisors are using legal criteria in their hiring decisions. • If you use any pre-employment tests (math tests, typing tests, skill tests, “personality” or “integrity” tests), these tests should directly relate to the jobs for which they’re used. (iv) Termination of Employment • Develop a written termination policy and/or progressive discipline policy. All supervisors should implement your process consistently. Execution Draft 25 Redevelopment Agreement (7001 France Avenue – Site A) 174010100.2 4864-5846-9917\12 • If appropriate, conduct exit interviews or administer exit surveys. (v) Employee Files and Record-Keeping • Retain all information that could reveal age, race, disability, religion, etc. as confidentially as possible. (I-9 forms, insurance forms, medical leave requests, etc.) • An employee’s file should tell the complete story of this employee’s history with your company: orientation, training, performance evaluations, wage increases, promotion information, disciplinary notices, etc. All pay increases should be documented, and nondiscriminatory reasons for pay should be obvious. (Some companies create a checklist for each employee file so that they can be certain that all important documentation is retained.) • Retain applications for at least a year. Develop an applicant flow log or similar tracking system. Make sure that you can track each applicant back to their EEO survey or affirmative action data page, if completed. (You cannot conduct a meaningful analysis of your selection process without this information.) • All files of terminated employees should show the reason for termination, whether voluntary or involuntary. (vi) Other • Conduct training for all employees of your EEO and anti- harassment policies in safety meetings at the beginning of each project and additionally throughout the year for new hires. Emphasize reporting procedures. • Make reasonable efforts to solicit people of color, Indigenous, and female-owned businesses to participate in subcontracts or vendor contracts. (c) Developer shall, and shall cause its general contractor to, implement the equity and inclusion community engagement plan attached as Exhibit J, (the “Community Engagement Plan”) as may be modified with the Authority’s prior written consent, which consent shall not be unreasonably withheld or delayed. (d) Upon Completion, and as a condition to issuance of the Certificate of Completion and Site A TIF Note, Developer shall submit the Equity and Inclusion Report in substantially the form attached as Exhibit K. This report shall summarize the actual percentages attained after implementation of the Community Engagement Plan. This report shall include, without limitation: (i) business name, trade category, contact name and business address of each MBE, WBE, or VBE firm engaged in the Project; (ii) total hours worked for each construction trade; Execution Draft 26 Redevelopment Agreement (7001 France Avenue – Site A) 174010100.2 4864-5846-9917\12 (iii) hours worked for each construction trade by minority workers including women workers, and workers considered BIPOC; (iv) employer of the BIPOC and women workers; and (v) calculation of percentage. (e) In the event that the Authority reasonably determines that Developer has not used good faith effort to achieve these goals (by failing to cause its contractor to comply with the approved Community Engagement Plan), a penalty shall be assessed by the Authority. The penalty shall be a cash payment made to a workforce training organization that actively trains underrepresented people in the construction trades in the Twin Cities region. The penalty shall be no more than $250,000.00. 4.10 Effect of Delay. Developer acknowledges that if construction of the Minimum Improvements is delayed due to Unavoidable Delays or for any other reason, this could affect the amount of Available Tax Increments and thus the total amount which may be available to pay the Site A TIF Note. Developer acknowledges that if the Completion of the Minimum Improvements is delayed due to Unavoidable Delays or for any other reason, there will be no compensation to Developer or any other party for any reduction in the amount available to pay or refund the Site A TIF Note. 4.11 Additional Responsibilities of Developer. (a) Developer shall cause the Minimum Improvements to be constructed, operated and maintained in substantial accordance with the terms of this Agreement, the Final Development Plans and Development Contract, and all applicable Law (including, without limitation, zoning, building code and public health laws and regulations). (b) Developer shall obtain, in a timely manner, all required permits, licenses, and approvals, and will meet, in a timely manner, all requirements of all applicable Law that must be obtained or met before the Minimum Improvements may be lawfully constructed. (c) Developer shall not construct any building or other structures on, over, or within the boundary lines of any public utility easement unless such construction is provided for in such easement, approved by the utility involved, or approved by the City if no utility is then utilizing the easement area. (d) Prior to delivery of a Certificate of Completion to Developer, upon the request of the Authority, Developer shall, after reasonable advance notice from the Authority, provide the Authority and the City with reasonable access to Site A to inspect the Minimum Improvements for compliance with this Agreement. (e) Prior to delivery of the Certificate of Completion, upon the request of the Authority from time to time, but not more than quarterly, Developer shall deliver progress reports to the Authority. The progress reports shall include: summary of progress to date, percent construction completion, identification of any Unavoidable Delays, and projected occupancy date. (f) Developer shall comply and cause its contractors to comply with all applicable Environmental Law as it relates to Site A and the Minimum Improvements. 4.12 Certificate of Completion. Developer may notify the Authority and request a Certificate of Completion in accordance with this section. Developer may request a Certificate of Completion for the Execution Draft 27 Redevelopment Agreement (7001 France Avenue – Site A) 174010100.2 4864-5846-9917\12 Minimum Improvements at any time after substantial completion of the Minimum Improvements; provided, however, it will be a condition to the Authority’s obligation to issue the Certificate of Completion hereunder that the City will have issued of a certificate of occupancy covering all elements of the Minimum Improvements. Within 30 days after receipt of such request, the Authority shall inspect the Minimum Improvements to determine if such Minimum Improvements have been completed in accordance with the terms and conditions of this Agreement. An example of the Authority’s Completion checklist is included as part of the form of Certificate of Completion attached as Exhibit E. Following such inspection the Authority shall either furnish Developer with (a) an appropriate, recordable Certificate of Completion or (b) a written statement, indicating in adequate detail in what respects Developer has failed to complete the relevant portion of the Minimum Improvements and what measures or acts will be necessary, in the opinion of the Authority, for Developer to take or perform in order to obtain such certification. If the Authority issues a written statement in accordance with clause (b) above, Developer shall thereafter take such actions necessary to cure such deficiencies in the applicable Minimum Improvements. After such deficiencies have been cured, Developer shall notify the Authority and the Authority will re-inspect the applicable Minimum Improvements and take one of the actions described in clauses (a) and (b) hereof, and such process will continue until the Authority issues the applicable recordable Certificate of Completion. Issuance of a Certificate of Completion by the Authority shall be a conclusive determination of satisfaction and termination of the agreements and covenants in this Agreement with respect to the obligations of Developer to construct, or cause to be constructed, the Minimum Improvements. Article V Encumbrance of Site A 5.1 Mortgage of the Minimum Improvements Area. (a) Until the Completion of the Minimum Improvements, Developer shall not engage in any financing or any other transaction creating any mortgage or other security interest in or lien upon Site A, or portion thereof, whether by express agreement or operation of law (a “Mortgage”), or suffer any Mortgage to be made on or attach to the Site A except for the purpose of obtaining funds necessary for constructing the Minimum Improvements and paying other Project costs whether or not set forth in the TIF Pro Forma. (b) This restriction on encumbrance shall terminate upon Completion of the Minimum Improvements. Developer or any successor in interest to the Minimum Improvements or portion thereof, may sell or engage in financing or any other transaction creating a mortgage or encumbrance or lien on the Minimum Improvements or portion thereof after the Certificate of Completion has been obtained with respect to the Minimum Improvements, without obtaining the prior written approval of the Authority. (c) Notwithstanding anything in this Agreement to the contrary, Developer is authorized, without the approval of the Authority, to obtain construction financing to cover the costs of construction of the Minimum Improvements and other Project costs whether or not set forth in the TIF Pro Forma and to mortgage Site A to provide security for construction financing. 5.2 Copy of Notice of Default to Mortgagee. If the City or the Authority delivers any notice or demand to Developer with respect to any Default under this Agreement, the City or the Authority, as applicable, will endeavor to also deliver a copy of such notice or demand to the mortgagee of any Mortgage at the address of such mortgagee provided in the recorded Mortgage or any other address thereafter provided to the Authority in a written notice from Developer or the mortgagee, provided that failure of the City or the Authority to give any such notice shall not limit the City’s or the Authority’s ability to exercise any of its remedies hereunder. Execution Draft 28 Redevelopment Agreement (7001 France Avenue – Site A) 174010100.2 4864-5846-9917\12 5.3 Mortgagee’s Option to Cure Events of Default. Upon the occurrence of an Event of Default, the mortgagee under any Mortgage will have the right at its option, to cure or remedy such Event of Default within the cure periods set forth herein. 5.4 Rights of a Foreclosing Mortgagee. Except as provided in Section 5.6, an individual or entity who acquires title to all or a portion of the Minimum Improvements through the foreclosure of a mortgage or deed in lieu of foreclosure on such portion of Site A remains subject to each of the restrictions set forth in this Agreement and remains subject to all of the obligations of Developer, or any successor in interest to Developer, under the terms of this Agreement, but neither the purchaser at a foreclosure sale, the grantee under a deed in lieu of foreclosure, nor any subsequent transferee from a mortgagee shall have any personal liability for a breach of such obligations under this Agreement so long as: (a) The party acquiring title through foreclosure or deed in lieu of foreclosure observes all of the restrictions set forth in the Agreement; (b) The party who acquired title through foreclosure or deed in lieu of foreclosure does not undertake or permit any other party to undertake any Minimum Improvements on the portion of Site A it owns; (c) The City has no obligation to approve any plans for Minimum Improvements or a portion of the Minimum Improvements the foreclosing mortgagee (or mortgagee obtaining a deed in lieu of foreclosure) owns or to issue any related building permits. The purpose of this section is to permit a foreclosing lender (or mortgagee or purchaser obtaining a deed in lieu of foreclosure or a subsequent transferee) to hold title to the portion of Site A it acquires through foreclosure or deed in lieu of foreclosure, subject to, but without personal liability for the obligations under this Agreement, until it can sell the portion it holds to a third party who will assume the obligations of Developer under the terms of this Agreement and proceed with the construction of the Minimum Improvements pursuant to the terms of this Agreement. If, rather than passively holding title to the portion of Site A it acquires through foreclosure or deed in lieu of foreclosure, the foreclosing lender (or mortgagee obtaining a deed in lieu of foreclosure or subsequent transferee) or other purchaser at a foreclosure sale desires to construct the Minimum Improvements, the purchaser at the foreclosure sale must assume and perform each of the obligations of Developer, or the applicable successor to the interest of Developer, under this Agreement as to the portion of the Minimum Improvements subject to foreclosure. This section does not restrict the authority of the Authority to pursue its rights under any outstanding security, exercise remedies otherwise available under this Agreement or suspend the performance of the obligations of the Authority or Developer under this Agreement as otherwise allowed. The Authority agrees to reasonably cooperate with any foreclosing lender (or mortgagee obtaining a deed in lieu of foreclosure) or other purchaser at a foreclosure sale in pursuing the Minimum Improvements in accordance with this Agreement. 5.5 Events of Default Under Mortgage. Developer shall use commercially reasonable efforts to obtain an agreement from any mortgagee under a Mortgage that in the event Developer is in default under any Mortgage, the mortgagee will use commercially reasonable efforts, within 30 days after it becomes aware of any such default and prior to exercising any remedy available to it due to such default, to notify the Authority in writing of (i) the fact of default; (ii) the elements of default; and (iii) the actions required to cure the default. Developer shall use its commercially reasonable efforts to obtain an agreement in any such Mortgage, that if, within the time period required by the Mortgage, the Authority cures any default under the Mortgage, the mortgagee will pursue none of its remedies under the Mortgage based on such default, provided that failure of Developer to obtain such an agreement from any such mortgagee shall not constitute a breach of this Agreement. Execution Draft 29 Redevelopment Agreement (7001 France Avenue – Site A) 174010100.2 4864-5846-9917\12 5.6 Subordination of Agreement. The City and the Authority will, upon the request of the holder of a Mortgage, execute and record a subordination agreement pursuant to which the City and the Authority agree that, upon a default by Developer under a Mortgage, the holder of the Mortgage may elect, in an instrument to be recorded in the Hennepin County land records and delivered to the City and the Authority before the commencement of proceedings to foreclose the Mortgage, to either (1) treat this Agreement as being subordinate to the lien of the Mortgage such that the foreclosure of the Mortgage and the failure to redeem from such foreclosure will extinguish and terminate this Agreement and the Site A TIF Note will automatically be cancelled and rescinded; or (2) to treat this Agreement as having priority over the Mortgage in which case this Agreement and the Site A TIF Note will survive the foreclosure of the Mortgage and this Agreement will be binding upon the holder of the Sheriff's Certificate issued in conjunction with the foreclosure of the Mortgage, subject to the terms and conditions of Section 5.4. If the holder of the Mortgage fails to notify the City and the Authority of its election under this Section 5.6 on or before the commencement of foreclosure proceedings, the holder of the Mortgage shall be deemed to have elected to treat this Agreement as being subordinate to the lien of the Mortgage such that the foreclosure of the Mortgage and the failure to redeem from such foreclosure will extinguish and terminate this Agreement and the Site A TIF Note will automatically terminate. The City and Authority each further agree that if the holder of a Mortgage elects to treat this Agreement as having priority over the Mortgage, the City and Authority, upon the completion of the foreclosure without redemption, agree that the time for the completion of the Minimum Improvements is extended to a date 12 months following the expiration of all applicable redemption periods or such later date the City and Authority approve in writing. Article VI Insurance and Indemnification 6.1 Insurance. (a) Developer shall obtain and continuously maintain insurance on the Minimum Improvements and, from time to time at the request of the Authority, furnish proof to the Authority that the premiums for such insurance have been paid and the insurance is in effect. The insurance coverage described below is the minimum insurance coverage that Developer must obtain and continuously maintain, provided that Developer shall obtain the insurance described in clause (i) below with respect to the Minimum Improvements prior to the Commencement of construction thereof and is only obligated to maintain the insurance described in clause (i) until Developer receives a Certificate of Completion: (i) Builder’s risk insurance, written on the so-called “Builder’s Risk- Completed Value Basis,” in an amount equal to 100% of the insurable value of the Minimum Improvements at the date of Completion, and with coverage available in non- reporting form on the so-called “all risk” form of policy. (ii) Comprehensive general liability insurance (including operations, contingent liability, operations of subcontractors, completed operations and contractual liability insurance) together with an Owner’s/Contractor’s Policy naming the Authority, and the City as an additional insured, with limits against bodily injury and property damage of not less than $5,000,000 for each occurrence (to accomplish the above-required limits, an umbrella excess liability policy may be used), written on an occurrence basis. (iii) Workers compensation insurance, for employees of Developer if and to the extent required by Law. (b) All insurance required in this Article shall be obtained and continuously maintained by responsible insurance companies selected by Developer which are authorized under the laws Execution Draft 30 Redevelopment Agreement (7001 France Avenue – Site A) 174010100.2 4864-5846-9917\12 of the State to assume the risks covered by such policies. If available on commercially reasonable terms, each policy must contain a provision that the insurer will not cancel nor modify the policy without giving written notice to the insured at least 30 days before the cancellation or modification becomes effective. Not less than 15 days prior to the expiration of any policy, Developer must renew the existing policy or replace the policy with another policy conforming to the provisions of this Article. In lieu of separate policies, Developer may maintain a single policy, blanket or umbrella policies, or a combination thereof, having the coverage required herein. 6.2 Indemnification. (a) Developer releases and covenants and agrees that the City Parties shall not be liable for and agrees to indemnify and hold harmless the City Parties against any loss or damage to property or any injury to or death of any person occurring at or about, or resulting from any defect in the Minimum Improvements constructed by Developer, except to the extent attributable to the negligence or intentional misconduct of any City Party. (b) Except to the extent of the negligence or intentional misconduct of any City Party, Developer shall indemnify the City Parties, now and forever, and further agrees to hold the aforesaid harmless from any claims, demands, suits, costs, expenses (including reasonable attorney’s fees), actions or other proceedings whatsoever by any person or entity whatsoever arising or purportedly arising from the actions or inactions of Developer, or any of its owners, agents, contractors, or employees, under this Agreement or the transactions contemplated hereby, including, without limitation, the construction, installation, ownership, and operation of the Minimum Improvements. Article VII Other Developer Covenants 7.1 Developer Reimbursement Obligations. Developer shall pay all reasonable out of pocket costs of the City and the Authority in connection with the Minimum Improvements and the TIF Assistance provided to Developer, including, but not limited, the costs and expenses of the City Consultants, the costs of the development and negotiation of this Agreement and any amendments or modifications to this Agreement, the development of the TIF Plan, the creation of the TIF District, the blight study of the existing buildings, fiscal analysis, legal fees, and all other costs and expenses related thereto. Sufficient monies must be provided to the Authority along with the request for TIF Assistance. These monies shall be held in escrow. Any unused monies shall be returned to Developer. These monies shall not bear interest. After the escrowed monies have been used, Developer shall pay such costs monthly upon presentation of invoices and other documentation of such costs, not more than 30 days after the request for payment is delivered to Developer. All such costs will be Qualified Redevelopment Costs pursuant to the TIF Pro Forma. 7.2 Maintenance and Operation of the Improvements. Developer shall, at all times during the term of this Agreement, maintain and operate the Minimum Improvements in a safe and secure way and in compliance with this Agreement and applicable Law. Developer shall pay all of the reasonable and necessary expenses of the operation and maintenance of the Minimum Improvements, including all premiums for insurance insuring against loss or damage thereto and adequate insurance against liability for injury to persons or property arising from the construction of the Minimum Improvements as required pursuant to this Agreement. During construction of the Minimum Improvements, Developer shall not knowingly cause any person working in or attending the Minimum Improvements for any purpose, or any tenant of the Minimum Improvements, to be exposed to any hazardous or unsafe condition; provided that such party shall not be in Default hereunder if it has required the contractors employed to perform work on the Minimum Improvements to take such precautions as may be available to protect the persons in and around the Minimum Improvements from hazards arising from the work, and has further required each such Execution Draft 31 Redevelopment Agreement (7001 France Avenue – Site A) 174010100.2 4864-5846-9917\12 contractor to obtain and maintain liability insurance protecting against liability to persons for injury arising from the work. The expenses of operation and maintenance of the Minimum Improvements shall be borne solely by Developer. 7.3 Cooperation with Litigation. Developer shall reasonably cooperate with the Authority with respect to any litigation commenced by third parties with respect to Site A; however, this provision does not obligate Developer to incur costs, except as otherwise provided in this Agreement or elsewhere. 7.4 Condemnation, Damage, or Destruction. In the event that title to and possession of the Minimum Improvements or any material part thereof shall be taken in condemnation or by the exercise of the power of eminent domain by any governmental body or other person (except the Authority or the City) or the Minimum Improvements is damaged or destroyed, Developer shall, with reasonable promptness after such taking, notify the Authority as to the nature and extent of such damage or taking, as applicable. Upon receipt of any condemnation award or insurance proceeds Developer shall elect to either: (a) use the entire condemnation award or insurance proceeds to reconstruct the Minimum Improvements (or, in the event only a part of the Minimum Improvements has been taken or damaged, then to reconstruct such part) upon the remaining property to the extent necessary to maintain and continue operations of Minimum Improvements for its intended purpose; or (b) in the event that the condemnation affects or taking or damage or destruction affects Site A but not the Minimum Improvements thereon, retain, for the account of Developer, all of the condemnation award or insurance proceeds. 7.5 Business Subsidy Agreement. The Authority and Developer have determined that a business subsidy agreement within the meaning of the Minnesota Business Subsidy Act, Minnesota Statutes, Sections 116J.993 through 116J.995 is not required in accordance with the exception contained in the Minnesota Business Subsidy Act, Minnesota Statutes, Section 116J.993, subd. 3(17), because Developer’s investment in the purchase of the Minimum Improvements Area and site preparation thereon is 70% or more of the assessor’s current year’s estimated market value for the Minimum Improvements Area. 7.6 Developer/Authority Grant Applications. Developer and the Authority will cooperate in efforts to obtain available public grant funding to undertake the Minimum Improvements, including but not limited to grants from the Hennepin County Environmental Response Fund (ERF), Hennepin County Transit Oriented Development (TOD), Met Council Tax Base Revitalization Account (TBRA), Met Council Livable Communities Demonstration Account (LCDA), DEED Contamination Cleanup Grant, DEED Redevelopment Grant, and any other funding from metropolitan, state, county, and federal sources identified by the Authority or Developer as reasonably available. Costs of preparing the grant applications and preparing required reports shall be borne by Developer. City staff shall have the final authority to review and submit the grant applications to the applicable agency. To the extent additional grant funds not reflected in the TIF Pro Forma are obtained, any such amounts shall be taken into consideration by the Authority when the Authority reviews the updated TIF Pro Formas and other information under Article III prior to issuing the Site A TIF Note. Developer shall reasonably cooperate with the City and the Authority with respect to the administration of any grants received from Hennepin County, Metropolitan Council, or State of Minnesota to support the construction of the Minimum Improvements. 7.7 Mitigation of Construction Disruption. Developer shall comply with directions set and regulations enforced by the City Engineering and Building Inspection Departments regarding on site construction activities. All construction work shall be limited to the standard hours determined by the City. Deliveries to and from the jobsite shall also occur within allowable hours. Heavy trucks must follow routes established by the City. Provision shall be made for on-site or dedicated off-site parking on private property for all workers employed on the jobsite. Employee parking is prohibited on local streets and elsewhere Execution Draft 32 Redevelopment Agreement (7001 France Avenue – Site A) 174010100.2 4864-5846-9917\12 where prohibited by lawfully installed regulatory signs. Developer shall make best efforts to mitigate construction disruption to surrounding properties. 7.8 Temporary Landscaping; Screening of Site B and C, and Sidewalks. (a) Temporary Landscaping. In the event that a “Go-Ahead Letter” for Sites B and C has not been received by the Authority in accordance with the Site B/C Redevelopment Agreement by 30 days before the Certificate of Completion for the Minimum Improvements hereunder, Developer shall prepare Sites B and C, or cause the same to be prepared, in rough graded condition with top soil and grass seed and with barriers erected around Sites B and C to prevent vehicles from accessing these unfinished pads and to prevent unlawful access to and use of Sites B and C (e.g., illegal dumping). Developer shall maintain, or cause to be maintained, the unfinished Sites B and C building pads in a presentable condition and free of garbage and weeds until commencement of the Site B/C Minimum Improvements on the applicable Lot. Developer’s failure to initially satisfy these requirements shall be a Default hereunder and shall entitle the Authority to withhold the Certificate of Completion for the Minimum Improvements until such failure is cured. Furthermore, if Developer fails to timely install or maintain the required site conditions under this Section, the City and Authority shall have all rights and remedies hereunder with respect to such Default, including, without limitation, the remedies set forth in Section 7.8(d) below. (b) Temporary Screening. In the event that a “Go-Ahead Letter” for Sites B and C has not been received in accordance with the Site B/C Redevelopment Agreement within 180 days after the Certificate of Completion for the Minimum Improvements hereunder, Developer shall install, and continuously maintain in good condition, trees, shrubs and/or decorative screening around the perimeter of each unfinished Sites B and C building pads in a manner reasonably approved by the Authority. If Developer fails to timely install or maintain the required screening elements under this Section, it shall be a Default hereunder and the City and Authority shall have all rights and remedies hereunder with respect to such Default, including, without limitation, the remedies set forth in Section 7.8(d) below. (c) Temporary Sidewalks. Developer shall maintain, or cause to be maintained, at all times, pedestrian sidewalks in the Project Area along France Avenue and 70th Street West and on Site B along 71st Street and along Ewing Avenue, in each case, in good condition, except Developer may temporarily remove and/or barricade such sidewalks as reasonably required for pedestrian protection and/or completion of construction work, in each case, during periods of active construction on the corresponding portion of the Project Area. Developer shall use reasonable efforts to minimize any such temporary sidewalk removals and closures. If any such sidewalks are required to be removed before the installation of the applicable, permanent Sidewalks and Streetscapes, Developer shall promptly install and maintain, or cause to be installed and maintained, sightly temporary sidewalks that comply with applicable City code and other applicable Law. If Developer fails to timely install or maintain the required pedestrian sidewalks under this Section, it shall be a Default hereunder and the City and Authority shall have all rights and remedies hereunder with respect to such Default, including, without limitation, the remedies set forth in Section 7.8(d) below. (d) Self-Help. If Developer fails to timely complete or maintain the site conditions required under Sections 7.8(a) through (c) and such failure continues for 30 days after notice thereof from the Authority, then, notwithstanding anything to the contrary herein regarding the remedies afforded to the City and the Authority under this Agreement, the City and the Authority (and/or its agents, employees, and/or contractors) shall have the immediate right and license, but not the obligation, to enter upon the applicable Lot to cure such failure on behalf of Developer and Developer shall pay to the City and/or Authority, as applicable, all costs and expenses incurred on account thereof, and if Developer fails to make payment in accordance with a statement of such costs and expenses within 30 days after receipt thereof, the Execution Draft 33 Redevelopment Agreement (7001 France Avenue – Site A) 174010100.2 4864-5846-9917\12 City shall have the right to assess the costs incurred by the City and/or the Authority to all or any portion of Site A as a service charge pursuant to Minnesota Statutes, Section 429.101, or any successor statute. (e) City Manager Discretion to Modify Requirements and Deadlines for Temporary Conditions. Notwithstanding anything to contrary in this Section 7.8, but subject to applicable Law, the parties hereto acknowledge and agree that the City Manager is hereby, and shall be, authorized to grant to Developer exceptions and/or extensions of the above temporary condition requirements and deadlines if strict compliance with the above requirements and/or deadlines is impractical and/or inefficient given the anticipated timing of construction activities on Site B and/or Site C, which such exceptions and/or extensions may be granted by the City Manager in his or her sole, but reasonable, discretion following written request from Developer with reasonable information supporting such request. 7.9 Project Information. (a) Project Ownership. Developer shall provide the City and Authority with the final organizational structure for the ownership of Site A and the Minimum Improvements, and the identity of all parties with an ownership interest in the Minimum Improvements of 10% or greater as required to be disclosed in the Financing Commitments. Developer shall confirm such organizational and ownership information at the time Developer submits the Go-Ahead Letter, and periodically thereafter in accordance with clause (b) below. Prior to delivery of information regarding firm financing commitment or delivery of a Go-Ahead Letter, Developer will provide additional financing updates as requested by the Authority, whether by oral or written request, within two (2) business days after the request. (b) Other Information. In addition to the other Project information required to be provided by Developer hereunder, Developer shall provide or make available for review at Developer’s offices to the City and/or Authority such information regarding Developer and the Project as the City and/or Authority may reasonably request in writing from time to time in order for the City and Authority to monitor Developer’s progress on the Minimum Improvements and the financing thereof, the prospects of the Minimum Improvements, and/or the status of Developer’s obligations hereunder, including without limitation the follow: (i) market studies and/or market data used by Developer to make decision regarding the financing, design, and development of the Minimum Improvements promptly upon request in writing and in no event later than two business days following such request and (ii) the status of Minimum Improvements ownership, organizational structure, financing, leasing, and sales, no more frequently than monthly, but otherwise promptly upon request in writing and in no event later than two business days following such request. The City and Authority will treat all such information which Developer includes a caption stating that the same is proprietary or trade secret information as nonpublic data under and in accordance with the Minnesota Data Practices Act, Minnesota Statutes chapter 13. Article VIII Transfer Limitations 8.1 Representation as to the Minimum Improvements. Developer represents to the City and the Authority that its undertakings under this Agreement are for the purpose of developing the Minimum Improvements and not for the purpose of speculation in land holding. Developer acknowledges that, in view of the importance of the Minimum Improvements to the general welfare of the City and the Authority, and the substantial financing and other public aids that have been made available by the City and the Authority for the purpose of making such Minimum Improvements possible, the qualifications and identity of Developer are of particular concern to the Authority. Developer further acknowledges that the City and the Execution Draft 34 Redevelopment Agreement (7001 France Avenue – Site A) 174010100.2 4864-5846-9917\12 Authority are willing to enter into this Agreement with Developer because of the qualifications and identity of Developer. 8.2 Limitation on Transfers. (a) Until the Authority’s issuance of the Certificate of Completion, Developer shall not sell, assign, convey, lease or transfer in any other mode or manner any of its right, title, and interest in and to this Agreement, all or any part of Site A, or the Minimum Improvements, without the express written approval of the Authority, provided that the consent of the Authority shall not be required for any of the following: (i) granting of a mortgage or other security interests in Site A and/or the Minimum Improvements as provided in Article V hereof; (ii) collaterally assigning Developer’s rights and obligations under this Agreement and the Site A TIF Note to the holder of any Mortgage that is permitted under the terms of Section 5.1; (iii) leasing the Minimum Improvements in the normal course of business in a manner consistent with this Agreement and the City Approvals; or (iv) assigning this Agreement (in full, but not in part) to: (A) a Related Party of Developer, (B) Orion Investments, or (C) a joint venture entity in which Developer or a Related Party thereof will hold at least a ten percent (10%) ownership interest and be responsible for the day-to-day management of the Minimum Improvements, and a reputable, institutional investor will hold up to a ninety percent (90%) ownership interest; provided, in any case: (1) such permitted assignee party executes an agreement in a form reasonably approved by the Authority pursuant to which such permitted assignee party, as applicable, assumes and agrees to perform the obligations of Developer under this Agreement, and (2) Developer provides the Authority with such information and documentation required by the Authority to confirm the completion of such transfer and that the such transfer meets the requirements of this subsection. (b) If the Authority’s consent to a transfer of the Site A TIF Note or this Agreement, pursuant to Section 3.5 and/or Section 8.2, as applicable, is required, then the Authority shall be entitled to require, as conditions to its approval of any sale, assignment, conveyance, use or transfer of any rights, title, and interest in and to this Agreement, the Site A TIF Note, Site A or the Minimum Improvements that: (i) Any proposed transferee shall not be exempt from the payment of real estate taxes and shall have the qualifications and financial responsibility, as determined by the Authority, necessary and adequate to fulfill the obligations undertaken in this Agreement by Developer; (ii) Any proposed transferee, by instrument in writing satisfactory to the Authority and in form recordable among the land records shall, for itself and its successors and assigns, and expressly for the benefit of the Authority have expressly assumed all of the obligations of Developer (or such obligations of Developer as are applicable to the portion of the Minimum Improvements acquired) under this Agreement and agree to be subject to all the conditions and restrictions to which Developer is subject; Execution Draft 35 Redevelopment Agreement (7001 France Avenue – Site A) 174010100.2 4864-5846-9917\12 (iii) Developer must submit all instruments and other legal documents involved in effecting transfer to the Authority; and (iv) Developer and the transferee must comply with such other reasonable conditions as the Authority may find desirable in order to achieve and safeguard the purposes of the TIF Act, the Authority, this Agreement, the Minimum Improvements, and/or the Project; and (v) The transferee must demonstrate, in a manner satisfactory to the Authority, its ability to perform all assumed obligations in this Agreement. (c) In the absence of specific written agreement by the City and the Authority to the contrary, neither the transfer of the Minimum Improvements, or any portion thereof, prior to the issuance of the Certificate of Completion for the Minimum Improvements or the City’s or the Authority’s consent to such a transfer will relieve Developer of its obligations under this Agreement; provided, however, in the event of a transfer to a permitted assignee party under Section 8.2(a)(iii), the Authority and the City will release Developer of its obligations under this Agreement accruing after the date of such permitted transfer. (d) After the Authority’s issuance of the Certificate of Completion, Developer may freely assign or transfer this Agreement (and the Site A TIF Note, subject to the requirements of Section 3.5) without the Authority’s or the City’s consent; provided, however, Developer must promptly notify the Authority and the City in writing of the name and contact information of the successor Developer under this Agreement and the effective date of such assignment or transfer. Article IX Events of Default and Remedies 9.1 Events of Default Defined. “Events of Default” under this Agreement include any one or more of the events listed in Sections 9.2 and 9.3. 9.2 Developer Events of Default. The following shall be Events of Default for Developer: (a) subject to Unavoidable Delays and Cure Rights, Developer’s failure to achieve Commencement and Completion of any aspect of the Minimum Improvements by the applicable “Default Date” set forth in Section 4.1, provided that if the Authority issues a Certificate of Completion, such failure shall no longer be an Event of Default; (b) subject to Unavoidable Delays and Cure Rights, Developer shall Default in its obligations with respect to the construction of the Minimum Improvements (including the nature and the date for the completion of the various elements thereof), or shall abandon or substantially suspend construction work on the Minimum Improvements, and any such Default, violation, abandonment or suspension is not cured, ended or remedied within 30 days after written notice to do so, provided that if the Authority issues a Certificate of Completion, such failure shall no longer be an Event of Default; (c) there is, in violation of this Agreement, any conveyance or other transfer of Site A and/or the Minimum Improvements or any part thereof, and such violation is not cured within 30 days after written notice to do so; (d) subject to Unavoidable Delay and Cure Rights, failure by Developer to observe or perform any other covenant, condition, obligation or agreement on its part to be observed or performed under this Agreement, any of the City Easements, the City Approvals, or any other agreements regarding Execution Draft 36 Redevelopment Agreement (7001 France Avenue – Site A) 174010100.2 4864-5846-9917\12 the Minimum Improvements, and the continuation of such failure for a period of 30 days after written notice of such failure from any party hereto; (e) if, prior to the delivery of the Certificate of Completion, Developer shall (i) file any petition in bankruptcy or for any reorganization, arrangement, composition, readjustment, liquidation, dissolution, or similar relief under the United States Bankruptcy Act of 1978, as amended or under any similar federal or State law; or (ii) make an assignment for the benefit of its creditors; or (iii) become insolvent or adjudicated a bankrupt; or if a petition or answer proposing the adjudication of Developer, as a bankrupt or its reorganization under any present or future Federal bankruptcy act or any similar Federal or State law shall be filed in any court and such petition or answer shall not be discharged or denied within 90 days after the filing thereof; or a receiver, trustee or liquidator of Developer, or of the Minimum Improvements, or part thereof, shall be appointed in any proceeding brought against Developer, and shall not be discharged within 90 days after such appointed, or if Developer shall consent to or acquiesce in such appointment. 9.3 City and Authority Events of Default. Subject to Cure Rights and events beyond the City’s and/or the Authority’s control, the failure of the City or the Authority to observe or perform any covenant, condition, obligation or agreement on its part to be observed or performed under this Agreement, and the continuation of such failure for a period of 30 days after written notice of such failure from any party hereto shall be an Event of Default for the City or the Authority. 9.4 Cure Rights. If a Default occurs under this Agreement which reasonably requires more than 30 days to cure, such Default shall not constitute an Event of Default, provided that the curing of the Default is promptly commenced upon receipt by the defaulting party of the written notice of the Default, and with due diligence is thereafter continuously prosecuted to completion and is completed within a reasonable period of time, and provided that the defaulting party keeps the non-defaulting party informed at all times of its progress in curing the Default; provided, however in no event shall such additional cure period for any Default extend beyond 180 days. 9.5 Authority Remedies on Developer Events of Default. Whenever any Event of Default occurs by Developer, the Authority may take any one or more of the following actions: (a) terminate this Agreement (but not the Site A TIF Note if then issued by the Authority); (b) only for any uncured material Event of Default, the Authority may suspend interest accrual and/or withhold payments due under the Site A TIF Note until Developer has cured any Default which gave rise to such Event of Default; (c) suspend performance under this Agreement until it receives assurances from Developer or the holder of any Mortgage, deemed adequate by the Authority, that Developer or the holder of any Mortgage will cure the Event of Default and continue its performance under this Agreement, (d) withhold the Certificate of Completion where such Event of Default relates to Completion of the Minimum Improvements or the issuance of the Certificate of Completion; (e) take whatever action at law or in equity may appear necessary or desirable to the Authority to collect any payments due under this Agreement, or to enforce performance and observance of any obligation, agreement, or covenant of Developer under this Agreement; and Execution Draft 37 Redevelopment Agreement (7001 France Avenue – Site A) 174010100.2 4864-5846-9917\12 (f) the Authority shall have all remedies available at law and in equity to enforce performance of this Agreement including a right to specific performance. 9.6 City Remedies on Developer Events of Default. Whenever any Event of Default of Developer occurs, the City may suspend performance of its obligations under this Agreement and take whatever action at law or in equity may appear necessary or desirable to the City to enforce performance and observance of any obligation, agreement, or covenant of Developer under this Agreement, including an action for specific performance. 9.7 Developer Remedies on City or Authority Events of Default. Whenever any Event of Default of the City or the Authority occurs, Developer, may take whatever action at law or in equity may appear necessary or desirable to enforce performance and observance of any obligation, agreement, or covenant of the City or the Authority under this Agreement, including, without limitation, an action for specific performance. 9.8 No Remedy Exclusive. No remedy herein conferred upon or reserved to the City, the Authority or Developer is intended to be exclusive of any other available remedy or remedies unless otherwise expressly stated, but each and every such remedy shall be cumulative and shall be in addition to every other remedy given under this Agreement or now or hereafter existing at law or in equity or by statute. No delay or omission to exercise any right or power accruing upon any Default shall impair any such right or power or shall be construed to be a waiver thereof, but any such right and power may be exercised from time to time and as often as may be deemed expedient. In order to entitle the Authority, the City or Developer to exercise any remedy reserved to it, it shall not be necessary to give notice, other than such notice as may be required in this Article IX. 9.9 No Additional Waiver Implied by One Waiver. If any agreement contained in this Agreement should be breached by any party and thereafter waived by another party, such waiver shall be limited to the particular breach so waived and shall not be deemed to waive any other concurrent, previous or subsequent breach hereunder. 9.10 Reimbursement of Attorneys’ Fees. Whenever a Default occurs and the non-defaulting party shall employ attorneys or incur other expenses for the collection of payments due or to become due or for the enforcement of performance or observance of any obligation or agreement under this Agreement, the defaulting party shall, within 10 days of written demand by the non-defaulting party pay to such non- defaulting party the reasonable fees of such attorneys and such other expenses so incurred by the non- defaulting party. In the event of any enforcement action hereunder following a Default, the prevailing party, in addition to other relief, shall be entitled to an award of attorney’s fees and costs. The City, Authority and Developer waive their right to a jury trial on the issues of who is the prevailing party and the reasonable amount of attorneys’ fees and costs to be awarded to the prevailing party. Those issues will be decided by the trial judge upon motion by one or both parties, such motion to be decided based on the record as of the end of the jury trial augmented only by the testimony and/or affidavits from the attorneys and their staff. The parties agree that, subject to the trial judge’s discretion, the intent of this clause is to have all issues related to the award of attorneys’ fees and costs decided by the trial judge as quickly as practicable. Article X Additional Provisions 10.1 Conflicts of Interest. No member of the Board or other official of the Authority shall have any financial interest, direct or indirect, in this Agreement, the TIF District or the Minimum Improvements, or any contract, agreement or other transaction contemplated to occur or be undertaken thereunder or with respect thereto, nor shall any such member of the governing body or other official participate in any decision Execution Draft 38 Redevelopment Agreement (7001 France Avenue – Site A) 174010100.2 4864-5846-9917\12 relating to the Agreement which affects his or her personal interests or the interests of any corporation, partnership or association in which he or she is directly or indirectly interested. No member, official or employee of the City or the Authority shall be personally liable to the City or the Authority in the event of any Default or breach by Developer of any obligations under the terms of this Agreement. 10.2 Titles of Articles and Sections. Any titles of the several parts, Articles and Sections of the Agreement are inserted for convenience of reference only and shall be disregarded in construing or interpreting any of its provisions. 10.3 Notices and Demands. Except as otherwise expressly provided in this Agreement, a notice, demand or other communication under this Agreement by any party to any other shall be in writing and shall be sufficiently given or delivered if it is dispatched by reputable overnight courier, sent registered or certified mail, postage prepaid, return receipt requested, or delivered personally, and addressed to: Developer at: c/o Mortenson Development, Inc. Attn: Robert J. Solfelt 700 Meadow Lane North Minneapolis, MN 55422 with a copy to: Mortenson Development, Inc. Attention: Stacey Braybrook 700 Meadow Lane North Minneapolis, MN 55422 The Authority at: Housing and Redevelopment Authority of Edina, Minnesota Attention: Executive Director 4801 West 50th Street Edina, MN 55424 with a copy to: Dorsey & Whitney LLP Attention: Jay R. Lindgren 50 South Sixth Street, Suite 1500 Minneapolis, MN 55402 The City at: City of Edina Attention: City Manager 4801 West 50th Street Edina, MN 55424 with a copy to: Dorsey & Whitney LLP Attention: Jay R. Lindgren 50 South Sixth Street, Suite 1500 Minneapolis, MN 55402 or at such other address with respect to any such party as that party may, from time to time, designate in writing and forward to the other, as provided in this section. 10.4 Governing Law, Jurisdiction, Venue and Waiver of Trial by Jury. All matters, whether sounding in tort or in contract, relating to the validity, construction, performance, or enforcement of this Agreement shall be controlled by, interpreted and determined in accordance with the laws of the state of Minnesota without regard to its conflict and choice of law provisions. Any litigation arising out of this Execution Draft 39 Redevelopment Agreement (7001 France Avenue – Site A) 174010100.2 4864-5846-9917\12 Agreement shall be venued exclusively in Hennepin County District Court, Fourth Judicial District, state of Minnesota and shall not be removed therefrom to any other federal or state court. The Authority and Developer hereby consent to personal jurisdiction and venue in the foregoing court. The Authority and Developer hereby waive trial by jury for any litigation arising out of this Agreement. 10.5 Severability. If any term or provision of this Agreement is determined to be invalid or unenforceable under applicable Law, the remainder of this Agreement shall not be affected thereby, and each remaining term or provision of this Agreement shall be valid and enforceable to the fullest extent permitted by applicable Law. 10.6 Consents and Approvals. Whenever the terms “consent,” “approve,” or “approval” are used herein, they shall mean consent or approval in a party’s sole discretion, unless specifically provided otherwise. All consents or approvals must be delivered in writing in order to be effective. 10.7 Additional Documents. When reasonably requested to do so by another party, each party shall execute or cause to be executed any further documents as may be reasonably necessary or expedient and within their lawful obligation in order to consummate the transactions provided for in, and to carry out the purpose and intent of, this Agreement. 10.8 Limitation. All covenants, stipulations, promises, agreements and obligations of the Authority or Developer contained in this Agreement shall be deemed to be the covenants, stipulations, promises, agreements and obligations of the Authority and Developer, and not of any governing body member, officer, agent, servant, manager or employee of the Authority or Developer in the individual capacity thereof. 10.9 City/Authority Approval. Unless the City Council or the Board, as applicable, determines otherwise in its discretion, all approvals and other actions required of or taken by the Authority or the City shall be effective upon action by the Authorized Representative of the Authority or City, as applicable (or in either case his/her designee), unless (a) this Agreement explicitly provides for approval by the City Council or the Board of the Authority, (b) approval by the Council or Board is required by law or (c) the approval, in the opinion of the City Manager or the Executive Director, would result in a material change in the terms of this Agreement. 10.10 Superseding Effect. This Agreement reflects the entire agreement of the parties with respect to the items covered by this Agreement, and supersedes in all respects all prior agreements of the parties, whether written or otherwise, with respect to the items covered by this Agreement. 10.11 Relationship of Parties. Nothing in this Agreement is intended, or shall be construed, to create a partnership or joint venture among or between the parties hereto, and the rights and remedies of the parties hereto shall be strictly as set forth in this Agreement. 10.12 Survival of Terms. The following Sections will survive the expiration or earlier termination of this Agreement: Section 6.1 [Insurance]; Section 6.2 [Indemnification]; Section 7.1 [Developer Reimbursement Obligations]; Section 7.8 [Temporary Landscaping; Screening of Site B and C, and Sidewalks]; Sections 9.5 through 9.10 [Remedies on Default, etc.] to the extent of any Event of Default arising prior to such termination or expiration; Section 10.3 [Notices and Demands]; Section 10.4 [Governing Law, Jurisdiction, Venue and Waiver of Trial by Jury]; Section 10.14 [No Waiver of Governmental Immunity and Limitations on Liability]; and Section 10.17 [Limited Liability]. Execution Draft 40 Redevelopment Agreement (7001 France Avenue – Site A) 174010100.2 4864-5846-9917\12 10.13 Data Practices Act. Developer acknowledges that all of the data created, collected, received, stored, used, maintained, or disseminated by Developer with regard to the performance of its duties under this Agreement are subject to the requirements of Chapter 13, Minnesota Statutes. 10.14 No Waiver of Governmental Immunity and Limitations on Liability. Nothing in this Agreement shall in any way affect or impair the City’s or Authority’s immunity or the immunity of the City’s and Authority’s employees, consultants and contractors, whether on account of official immunity, legislative immunity, statutory immunity, discretionary immunity or otherwise. Nothing in this Agreement shall in any way affect or impair the limitations on the City’s or Authority’s liability or the liability of the City’s and Authority’s employees, consultants and independent contractors. By entering into this Agreement, the Authority does not waive any rights, protections, or limitations as provided under law and equity for the Authority, or of their respective employees, consultants and contractors. 10.15 City and Authority Regulatory Authority. Nothing in this Agreement shall be construed to limit or modify the City’s or Authority’s regulatory authority. 10.16 Memorandum of Agreement. Neither party shall cause this Agreement to be recorded or filed in the real estate records of the County. However, Developer shall cause a memorandum of this Agreement to be so recorded or filed in the form attached as Exhibit F, and hereby incorporated herein by reference upon execution of this Agreement upon Site A. At the time of execution of this Agreement the parties hereto will also execute and acknowledge the Memorandum of Agreement. 10.17 Limited Liability. Notwithstanding anything to contrary provided in this Agreement, it is specifically understood and agreed, such agreement being the primary consideration for the execution of this Agreement by Developer, that (a) there should be absolutely no personal liability on the part of any director, officer, manager, member, employee or agent of Developer or the City or Authority with respect to any terms, covenants and conditions in this Agreement; (b) Developer and the Authority waive all claims, demands and causes of action against the other parties’ directors, officers, managers, members, employees and agents in any Event of Default, by either party, as the case may be, of any of the terms, covenants and conditions of this Agreement to be performed by either party; and (c) Developer and the Authority, as the case may be, shall look solely to the assets of the other party for the satisfaction of each and every applicable remedy in the Event of Default by any party, as the case may be, of any of the terms, covenants and conditions of this Agreement such exculpation of liability to be absolute and without any exception whatsoever. 10.18 Time is of the Essence. Time is of the essence of this Agreement and each and every term and condition hereof; provided, however, that if any date herein set forth for the performance of any obligations by Developer or the Authority or for the delivery of any instrument or notice as herein provided should not be on a business day, the compliance with such obligations or delivery shall be deemed acceptable on the next following business day. 10.19 Counterparts. This Agreement may be executed in any number of counterparts, each of which shall constitute one and the same instrument. 10.20 Amendments. This Agreement shall not be amended unless in writing and executed by the parties hereto. Developer shall be responsible for obtaining any necessary consent to an amendment to this Agreement from the Construction Lender or Permanent Lender, as applicable. 10.21 Term. The term of this Agreement shall be effective from the Effective Date above written until the earlier of (a) the date this Agreement is terminated pursuant to the terms and conditions hereof, (b) payment in full of the Site A TIF Note, or (c) the date of termination of the TIF District. Upon termination, Execution Draft 41 Redevelopment Agreement (7001 France Avenue – Site A) 174010100.2 4864-5846-9917\12 the parties agree to execute and record a document terminating this Agreement and providing for the release of the obligations under this Agreement. 10.22 Estoppel Certificate. Each party shall, within fifteen (15) days after request from the other party hereto, deliver a written statement which may be relied upon by the requesting party, or any lender or transferee of the requesting party, setting forth (a) whether, to the best knowledge of the party providing the written statement, that the requesting party is not in default and there exists no circumstance which with the giving of notice or lapse of time, or both, would constitute a default (or if such party is aware of any such default or circumstance specifying the same); and (b) such other factual certifications as may be reasonably requested by the requesting party. [SIGNATURES APPEAR ON FOLLOWING PAGES] Execution Draft [Signature Page to Redevelopment Agreement (7001 France Avenue – Site A)] 174010100.2 4864-5846-9917\12 IN WITNESS WHEREOF, the City, the Authority and Developer have caused this Agreement to be duly executed in their names and on their behalf, all on or as of the date first above written. City of Edina, Minnesota By: _________________________________________ James B. Hovland, Mayor By: _________________________________________ Scott H. Neal, City Manager STATE OF MINNESOTA ) ) ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this ____ day of June, 2022, by James B. Hovland and Scott H. Neal, the Mayor and City Manager, respectively, of the City of Edina, Minnesota, on behalf of the City of Edina. ______________________________________ Notary Public Execution Draft [Signature Page to Redevelopment Agreement (7001 France Avenue – Site A)] 174010100.2 4864-5846-9917\12 Housing and Redevelopment Authority of Edina, Minnesota By: ______________________________ James B. Hovland, Chair By: ______________________________ James Pierce, Secretary STATE OF MINNESOTA ) ) ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this ____ day of June, 2022, by James B. Hovland and James Pierce, the Chair and Secretary, respectively, of the Housing and Redevelopment Authority of Edina, Minnesota, on behalf of said Authority. ______________________________________ Notary Public Execution Draft [Signature Page to Redevelopment Agreement (7001 France Avenue – Site A)] 174010100.2 4864-5846-9917\12 MDI France Avenue, LLC, a Minnesota limited liability company By: _________________________________________ Name: _______________________________________ Its: __________________________________________ STATE OF _______________ ) ) ss. COUNTY OF ______________ ) The foregoing instrument was acknowledged before me this ___ day of June, 2022, by ____________________, the _______________ of MDI France Avenue, LLC, a Minnesota limited liability company, on behalf of the company. Notary Public A-1 Exhibit A Project Site Plan [See attached.] XXX20.00FRANCE AVENUE SOUTH COUNTY ROAD NO. 17WEST 70TH STREET88820102010UTILITY EASEMENT PER THE PLATOF YORKTOWN DOC. NO.1033725 (ITEM NO. 11)22822TELECOMMUNICATIONS EASEMENTPER DOC. NO. 983149 (ITEM NO. 12)SANITARY SEWER EASEMENTPER DOC. NO. (ITEM NO. 11)152015SCENIC AND OPEN SPACE EASEMENT INFAVOR OF EDINA VILLAGE (NOW CITY)PER DOC. NO. 1033728 (ITEM NO. 14)SCENIC AND OPEN SPACE EASEMENT INFAVOR OF EDINA VILLAGE (NOW CITY) PERDOC. NO. 1033728 (ITEM NO. 14)1010PUBLIC ROAD EASEMENT IN PER DOC.NO. 1036934 (ITEM NO. 15)STREET RIGHT OF WAY DEDICATED IN THE PLAT OFYORKTOWN DOC. NO. 1033725 (ITEM NO. 16)4040HIGHWAY EASEMENT PER DOC. NO.2189613 (ITEM NOS. 15 & 16)HIGHWAY EASEMENT PER DOC.NO. 2189613 (ITEM NOS. 15 & 16)PUBLIC STREET, DRAINAGE & UTILITYEASEMENT PER DOC. NO. T4859947(ITEM NO. 16)SIDEWALK & UTILITY EASEMENT PERDOC. NOS. T05067233 &T05132844(ITEM NO. 17)SIDEWALK & UTILITY EASEMENTPER DOC. NOS. T05067233 &T05132844 (ITEM NO. 17)TELECOMMUNICATIONSEASEMENT PER DOC. NO.983149 (ITEM NO. 12)ST-5ST-6ST-4ST-3ST-2ST-116" ASH13" LCH14" ASHGW: 853.5ST-106GW: 852.7GW: 853.5GW: 857.5GW: 848.6GW: NOT OBSERVEDGW: NOT OBSERVEDST-101GW: 852.9ST-102GW: 853.5ST-103ST-104GW: 854.6ST-105GW: NOT OBSERVEDGW: 853.4ST-107GW: NOT OBSERVEDST-108GW: NOT OBSERVEDFRANCE AVENUE SOUTH COUNTY ROAD NO. 17COMMERCIAL/RETAIL SPACEFOOTPRINT = 44,300 SFFFE (TENANT A) = 870.00FFE (TENANT B) = 870.00FFE (TENANT C) = 867.50FFE (TENANT D) = 869.20FFE (OFFICE LOBBY) = 869.20FFE (LOADING DOCK) = 866.00MULTI-FAMILY HOUSINGBUILDING FOOTPRINT = 52,050 SFFFE (RESIDENTIAL) = 870.75PARKING RAMPFOOTPRINT = 23,595 SFFFE = 866.50LOE = 866.50LFE = 866.50LFE = 856.00LFE = 860.00LFE = 860.75LFE = 857.00XXPROPOSED FINANCIALINSTITUTIONFOOTPRINT = 6,200 SFFFE = 866.00LFE = 866.00LOE = 866.00XXXXX LOE = 866.00LFE = 856.00LOE = 867.00LFE = 857.00LOT 1LOT 2LOT 3LOT 4SITE A70TH AND FRANCE RESIDENTIALSITE B7001 FRANCE MIXED USESITE C7001 FRANCE PARKING FACILITYSHEET NUMBER:DATE:DATE: LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAVERTICAL SCALE:HORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:PREPARED FOR:Phone(952) 937-5150 12701 Whitewater Drive, Suite #300Fax(952) 937-5822 Minnetonka, MN 55343(888) 937-5150N:\0029211.10\DWG\CIVIL\0029211.10SP03.DWGEDINA, MN05/13/20227001 FRANCESITE PROJECT AREA PLAN7001 FRANCEC200.05/13/2022DAVID T. BADE...10/16/20204530 WEST 77TH STREET SUITE #365EDINA, MN 55435ORION/MORTENSONNOT FOR CONSTRUCTION• ••••••• ••••••••••••••••••••••••••••••••••••••••••••••••••••Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'30' 60' 90'1" = 30'30'6' or 3'09/13/202101/26/202202/08/202205/06/202205/13/2022PRELIMINARY DEVELOPMENT PLAN / PUDWATERSHED COMMENTSCOUNTY SUBMITTALCITY STORMWATER COMMENTSSITE PLAN REVIEWPROJECT NUMBER: 0029211.10LOT 1BLDG FOOTPRINTAREA(SF)LOT AREA(ACRE)LEGALDESCRIPTION51,600PROPOSED USELOT 2LOT 3LOT 4TOTAL 5.98 AC.123,050-44,30021,0506,100SITE DATA CHARTPROPERTY LINESETBACK LINEEASEMENT LINECURB AND GUTTERLOT LINEPOND NORMAL WATER LEVELRETAINING WALLCONCRETE PAVEMENTNUMBER OF PARKING STALLSTRANSFORMERSITE LIGHTINGEXISTINGPROPOSEDFENCEXXHEAVY DUTY BITUMINOUS PAVEMENTNORMAL DUTY BITUMINOUS PAVEMENTTRAFFIC SIGNPOWER POLEBOLLARD / POSTCONCRETE SIDEWALKTIP-OUT CURB AND GUTTERSITE LEGEND5T2.02 AC.OFFICE/GROCERY1.99 AC.MULTI-FAMILY RESIDENTIAL0.93 AC.PARKING FACILITY1.03 AC.BANK B-1 Exhibit B Final Development Plan [See attached.] Signature Typed or Printed Name License # Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 5/17/2022 9:46:46 AMT1 TITLE SHEET 220535 ESG ESG 02/03/20 70th & France Residential 70th & France Residential 7001 W 70th St Edina, MN 55435 SITE PLAN REVIEW 5/13/2022 DRAWING INDEX 70th & FRANCE RESIDENTIAL PROJECT TEAMPROJECT LOCATION Site OWNER/DEVELOPER: ARCHITECT: CONTRACTOR: CIVIL ENGINEER: LANDSCAPE ARCHITECT: STRUCTURAL ENGINEER: Vicinity Mortenson Development, Inc 700 Meadow Lane North Minneapolis, MN 55422 Lincoln Properties? Elness Swenson Graham Architects Inc. 500 Washington Ave. South, Suite 1080 Minneapolis, MN 55415 Ph: 612-339-5508 Fx: 612-339-5382 Mortenson Construction 700 Meadw Lane North Minneapolis, MN 55422 Ph: 612-339-5508 Westwood Engineering 12701 Whitewater Dr #300 Minnetonka, MN 55343 Ph: 952-937-5150 Confluence 530 N 3rd Street, Stuie 120 Minneapolis, MN 55401 Ph: 612-333-3702 T.B.D. No. Description Date DRAWING INDEX - ENTITLEMENT SHEET NUMBER SHEET NAME SITE PLAN REVIEW - 5/13/2022---ARCHITECTURAL A0.1 EXISTING SITE IMAGES ● A0.2 SITE PLAN ● A1 FLOOR PLAN - LEVEL 1 ● A1.5 FLOOR PLAN - LEVEL 0.5 / P1 ● A2 FLOOR PLAN - LEVEL 2 ● A3 FLOOR PLAN - LEVEL 3 ● A4 FLOOR PLAN - LEVEL 4 ● A5 FLOOR PLAN - LEVEL 5 ● A6 FLOOR PLAN - LEVEL 6, 7, 8-21 (TYP) ● A7 FLOOR PLAN - LEVEL 22-24 ● A10 ELEVATIONS - NORTH & EAST ● A11 ELEVATIONS - SOUTH & WEST ● A12 EXTERIOR MATERIALS ● A13 DESIGN PERSPECTIVES ● DRAWING INDEX - ENTITLEMENT SHEET NUMBER SHEET NAME SITE PLAN REVIEW - 5/13/2022---GENERAL INFORMATION T1 TITLE SHEET ● CIVIL C100 EXISTING CONDITIONS AND REMOVALS PLAN ● C101 SITE PLAN OVERLAY ● C200 SITE PROJECT AREA PLAN ● C201 SITE PLAN ● C300 GRADING PLAN ● C301 EROSION CONTROL PLAN ● C400 SANITARY AND WATERMAIN PLAN ● C401 STORM SEWER PLAN ● C500 CITY DETAILS ● C501 DETAILS ● LANDSCAPE L1.0 LANDSCAPE SITE PLAN ● L2.0 LANDSCAPE PLANTING PLAN ● L5.0 LANDSCAPE DETAILS ● BUILDING METRICS 7001 W 70th St, Edina MN 55435 FRANCE AVENUE70TH ST W 71ST ST W GASGASGASGASGASGASGASGASGAS GAS GAS PUG PUG PUGPUG PUG PUG PUG PUG PUGFOFOFOFOFOFOFOFOFOFOFOFO FO FO FOFOFO FO FOPUGPUGPUGPUG WAT WA T WAT PUG PUG PUG PUG PUG PUGPUGPUGPUGPUGPUGPUGGAS GAS GASGASGASCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOPUGPUGPUGPUGPUGPUGPUGPUGPUGPUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGFOFOFOFOFOFOFOFOFOFOFOFO FOFOFOFOTUG TUGPUGPUG PUGPUGPUGPUG PUG PUG PUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUG PUG PUG PUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVXXXGAS GAS GAS FO FOFOFOFOFOFOFOFOFOFOFO PUGPUGPUGXXX PUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUG26.3CANOPYFFE=872.10FFE=860.05FFE=870.03CANOPYLANDSCAPEEDGE STEPS W/HANDRAILMONUMENTSIGNFFE=860.44BRICKRETAINING WALL CONCRETE RETAINING WALLSTONERETAININGWALL72.711.3 12.022.0 6.140.0 6.097.7 6.33.0 100.13.5 16.23.5 5.925.3 2.116.0 22.424.0 22.432.0 2.013.7131.63.116.35.372.065.844.366.656.211.3 27.34.68.64.58.68.327.2 SAN8.3 EXISTING BRICKBUILDING7001 France Avenue,Edina, MinnesotaBuilding Footprint=24,682 Sq. Ft.STORM GRATEWOOD STEPSFND.TPOSTBLDG. HT.=29.4 FT.TRASHENCLOSURESTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO STO STO STOSTOSTOSTOSTOSTOSTOSTO ST OSTOSTOSTOSTOSTOSTO STOSTOSTOSTO STOSANSANSANSANSANSANSANSANSANSANSANSANSAN EXISTING BUILDINGTRASHENCLOSURE20.00STOSANSTO STO WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATISLANDSPEDRAMPPED RAMPPED RAMPBITUMINOUS SURFACE BENCH 70.00FRANCE AVENUE SOUTH COUNTY ROAD NO. 17 WEST 70TH STREET110N. LINE OF SEC. 32, TWP. 28, RGE. 24NW CORNER OF SEC. 32,TWP. 28, RGE. 24110W. LINE OF SEC. 32, TWP. 28, RGE. 24 70.008882010 20 10 UTILITY EASEMENT PER THE PLATOF YORKTOWN DOC. NO.1033725 (ITEM NO. 11)22822TELECOMMUNICATIONS EASEMENTPER DOC. NO. 983149 (ITEM NO. 12)SANITARY SEWER EASEMENTPER DOC. NO. (ITEM NO. 11)1520 15SCENIC AND OPEN SPACE EASEMENT INFAVOR OF EDINA VILLAGE (NOW CITY)PER DOC. NO. 1033728 (ITEM NO. 14)SCENIC AND OPEN SPACE EASEMENT INFAVOR OF EDINA VILLAGE (NOW CITY) PERDOC. NO. 1033728 (ITEM NO. 14)1010PUBLIC ROAD EASEMENT IN PER DOC.NO. 1036934 (ITEM NO. 15)STREET RIGHT OF WAY DEDICATED IN THE PLAT OFYORKTOWN DOC. NO. 1033725 (ITEM NO. 16)40 40 HIGHWAY EASEMENT PER DOC. NO.2189613 (ITEM NOS. 15 & 16)HIGHWAY EASEMENT PER DOC.NO. 2189613 (ITEM NOS. 15 & 16)PUBLIC STREET, DRAINAGE & UTILITYEASEMENT PER DOC. NO. T4859947(ITEM NO. 16)SIDEWALK & UTILITY EASEMENT PERDOC. NOS. T05067233 &T05132844(ITEM NO. 17)SIDEWALK & UTILITY EASEMENTPER DOC. NOS. T05067233 &T05132844 (ITEM NO. 17)TELECOMMUNICATIONSEASEMENT PER DOC. NO.983149 (ITEM NO. 12)11 SPACES 28.27N44°49'18"E 2 HANDICAP SPACES 21 SPACES 10 SPACES 23 SPACES 23 SPACES 22 SPACES 16 SPACES 18 SPACES 9 SPACES 4 HANDICAP SPACES 2 SPACES 5 SPACES 12 SPACES 12 SPACES 15 SPACESBACK OF CURB IS 0.4 S.OF PROPERTY LINEBACK OF CURB IS0.1 S. AND 0.7 E.OF PROPERTY LINEBACK OF CURB IS 0.8 E. OF PROPERTY LINE BACK OF CURB ONPROPERTY LINE 100.9583.42 BACK OF CURB IS 2.9SE OF PROPERTY LINEBACK OF CURB 0.2 E. OFPROPERTY LINE N89°50'44"E 505.00S00°11'54"E 496.57S89°48'06"W 524.96N00°12'08"W 476.97 EEEEEEEEEEEACACMGGGGTSTSTSTSTSTSTSTSTSTSTSTSTSTTVTVHHTTVAULT-SUMP PUMPLIFT STATION (LOCKED)TTRIM=857.7INV(NE)=856.6INV(S)=856.5STOSTOSTOSTORIM=871.0FULL OFDEBRISRIM=870.6INV(E)=866.4INV(NE)-866.3RIM=871.6INV(E)=865.1INV(W)=864.9INV(S)=866.1RIM=869.1INV(E)=864.5RIM=868.3INV(N/E)=864.3INV(W)=863.6RIM=866.7INV(N)=862.7INV(S)=863.0INV(E/W)=862.6RIM=866.5INV(N)=862.6INV(E)=862.5INV(W)=861.7RIM=871.5INV(E)=867.215"RCPRIM=867.5INV=863.2RIM=857.1INV=856.6RIM=857.2INV=856.7RIM=868.4INV=857.9RIM = 862.97IE = 855.15 (CITY AS-BUILT)RIM=859.4INV=856.7SGREY WATERRIM=864.3INV=857.8RIM=860.0INV=858.1RIM=866.8INV(E)=859.4INV(W)=859.1RIM=862.9INV=860.112" RCPRIM=862.8INV(NE)=859.0INV(E/S)=857.5RIM=862.8INV(N)=857.2INV(E)=859.2INV(SE)=857.5INV(SW)=856.3RIM=866.3INV=859.6RIM=865.4INV=860.1RIM=865.9INV=860.5RIM=864.9INV=860.3RIM=866.2INV=863.3RIM=869.5FULLOFWATERRIM=871.1INV=868.015" CLAYRIM=863.4FULL OF ICE & DEBRISRIM=863.1INV(NE)=859.6INV(W)=859.1RIM=861.2INV=858.112" RCPRIM=861.8INV(E)=857.7INV(W)=858.2INV(S)=857.6RIM=862.1INV=857.912" RCPRIM=871.2INV=865.4RIM=871.1INV(N)=864.2INV(SW)=864.1RIM=871.3INV=861.6RIM=870.6INV=860.3RIM=862.5INV(N)=852.8INV(S)=852.6RIM=868.6INV(N)=858.4INV(W)=858.2SSANS15" RCP21" RCPS15" RCP 12" RCP21" RCP12" RCP21" RCP9" CLAY @ 0.8%24" RCP24" RCP24" RCP12" RCP15" CONC15" RCP12" RCP 15" RCP8"PVC 8" CLAY8" CAST IRON12" CLAY 8" CLAY10" CLAY 8" CLAY10" CLAY12"RCP ST-5ST-6ST-4ST-3ST-2ST-114" SPNMULTI-BIRCH16" ASH13" LCH14" SPNDEAD16" LCH10" SPN12" SPN18" SPN14" LCH18" SPN14" ASH14" SPN2" ASH16" SPN14" SPN14" SPN10" ASH10" ASH8" ASH14" ASH14" ASH20" ASH13" ASH17" ASH10" ASH13" ASH15" LCH12" ASH9" ASH12" ASH10" ASH15" ASH12" ASH 10" ASH15" ASH8" ASH8" ASH12" ASH15" ASH12" ASH7" ASH8" ASH12" ASH 6" ASH14" ASH4" SPC4" SPC5" SPC5" SPCMULTI-BIRCHMULTI-BIRCHGW: 853.5MULTI-BIRCHMULTI-CRB MULTI-CRB27" ASH2" OAK 15" LCH14" SPN12" SPN10" SPNST-10618" SPN16" SPN16" SPN12" LCH14" LCH14" LCH16" LCH20" LCH18" FRT4" ASH4" ASH4" ASH12" ASH 12" ASH 12" ASH 12" ASH GW: 852.7GW: 853.5GW: 857.5GW: 848.6GW: NOT OBSERVEDGW: NOT OBSERVEDST-101GW: 852.9ST-102GW: 853.5ST-103ST-104GW: 854.6ST-105GW: NOT OBSERVEDGW: 853.4ST-107GW: NOT OBSERVEDST-108GW: NOT OBSERVEDFRANCE AVENUE SOUTH COUNTY ROAD NO. 17 15" RCP18" RCP15" RCPSTOSTOSTO XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \\\\\ \\\\\\\\\************************XXXXXX\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\XXXXXXXXXXXXXXXXXXXXXXX\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\X\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \\\\\\\\\\\\ \\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\ \ \ \ \ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\222222222\\\\\\\\\\\\233144444444455666666666666666778444SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 N:\0029211.10\DWG\CIVIL\0029211.10RM01.DWG EDINA, MN05/13/20227001 FRANCEEXISTING CONDITIONS AND REMOVALS PLAN 7001 FRANCEC100 .05/13/2022 DAVID T. BADE . . . 10/16/2020 4530 WEST 77TH STREET SUITE #365 EDINA, MN 55435 ORION/MORTENSON :HVWZRRG3URIHVVLRQDO6HUYLFHV,QFCommon Ground AllianceCall 48 Hours before digging:811 or call811.com### ### or ## 09/13/2021 01/26/2022 02/08/2022 05/06/2022 05/13/2022 PRELIMINARY DEVELOPMENT PLAN / PUD WATERSHED COMMENTS COUNTY SUBMITTAL CITY STORMWATER COMMENTS SITE PLAN REVIEWPROJECT NUMBER: 0029211.10PROPERTY LINE\\\\\\CURB & GUTTERSAW CUT PAVEMENTSANSANITARY SEWERWATWATER MAINSTOSTORM SEWERCONCRETEBITUMINOUSBUILDINGTREELIGHT POLETRAFFIC SIGNEXISTINGPROPOSEDSANWATSTOCONSTRUCTION BARRICADEWATHYDRANTWATGASGASGASPUGUNDERGROUND ELECTRICPUGTUGUNDERGROUND TELEPHONETUGPOHOVERHEAD ELECTRICPOHTOHOVERHEAD TELEPHONETOHFOTELEPHONE FIBER OPTICFOCTVCABLE TELEVISIONCTVRETAINING WALLFENCEXSOIL BORING LOCATIONSB-19TREE LINEXEXISTINGREMOVALS\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\REMOVAL LEGEND1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THISPLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITYLOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIEDIMMEDIATELY IF ANY DISCREPANCIES ARE FOUND.2.CONTRACTOR SHALL COORDINATE LIMITS OF REMOVALS WITH PROPOSED IMPROVEMENTSAND FIELD VERIFY CONDITION OF EXISTING APPURTENANCES TO REMAIN. CONTRACTORSHALL BE RESPONSIBLE FOR PROTECTING OR REPLACING MISCELLANEOUS ITEMS (SUCH ASFENCES, SIGNS, IRRIGATION HEADS, ETC.) THAT MAY BE DAMAGED BY CONSTRUCTION.3.CONTRACTOR SHALL PLACE ALL NECESSARY EROSION CONTROL MEASURES REQUIRED TOMAINTAIN SITE STABILITY PRIOR TO EXECUTING ANY SITE REMOVALS.4.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH UTILITY PROVIDERS FORREMOVAL AND/OR RELOCATION OF EXISTING UTILITIES AFFECTED BY SITE DEVELOPMENT. ALLPERMITS, APPLICATIONS AND FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR.REMOVAL NOTESSSX*XXXNOT FOR CONSTRUCTION0'30'60'90'1" = 30'1.SAW CUT LINE2.REMOVE BITUMINOUS3.EXISTING BITUMINOUS TO REMAIN4.REMOVE CONCRETE5.REMOVE EXISTING BUILDING6.REMOVE CURB7.REMOVE RETAINING WALL8.REMOVE MONUMENT SIGNREMOVAL KEYNOTES1TREES TO BE REMOVED: 72TREES TO REMAIN: 4TOTAL TREES: 76TREE REMOVAL QUANTITIES XXXXXX WEST 70TH STREETFRANCE AVENUE SOUTH COUNTY ROAD NO. 17 XXXSANSANSANSANSANSANFRANCE AVENUE SOUTH COUNTY ROAD NO. 17 WEST 70TH STREETMRIM=868.4INV=857.9S8" CLAY14" SPN14" ASH20" ASH13" ASH17" ASH12" ASH7" ASH 8" ASH12" ASH 4" SPC4" SPC5" SPC5" SPCMULTI-CRB27" ASHFRANCE AVENUE SOUTH COUNTY ROAD NO. 17 TXXXXXXX123488822822TELECOMMUNICATIONSEASEMENT PER DOC.NO. 983149SANITARY SEWEREASEMENT PER THEPLAT OF YORKTOWNDOC. NO. 103372510 10PUBLIC ROAD EASEMENTIN PER DOC. NO. 1036934 HIGHWAY EASEMENT PER DOC. NO. 2189613 HIGHWAY EASEMENTPER DOC. NO. 2189613SIDEWALK & UTILITYEASEMENT PER DOC. NOS.5067233 & 5132844 SIDEWALK & UTILITY EASEMENT PERDOC. NOS. 5067233 & 5132844TELECOMMUNICATIONSEASEMENT PER DOC.NO. 9831491 ( 1 ( 1 (250.06260.44250.62261.38244.47334.45162.12 7011070N. LINE OF SEC. 32, TWP. 28, RGE. 24NW CORNER OF SEC.32, TWP. 28, RGE. 24(NOT FOUND)W. LINE OF SEC. 32, TWP. 28, RGE. 24 N89°50'44"E 505.00S00°11'54"E 496.57S89°48'06"W 524.96N00°12'08"W 476.97 28.27N44°49'18"E110.001 ( BLOCK 1 TPOSTL=139.96R=93.00© 261.95251.56EXCEPTIONE X C E P T I O N 1 (1 :N. QUARTER CORNER OFSEC. 32, TWP. 28, RGE. 24(NOT FOUND)W. QUARTER CORNER OFSEC. 32, TWP. 28, RGE. 24(NOT FOUND)TELECOMMUNICATIONSEASEMENT PER DOC.NO. 9831496 :6 :44.411 (1 :72.2214.83260.5312.96261.95251.56198.87163.89 261.95251.56261.95251.56261.95251.56261.95251.56W. LINE OF LOT 1,BLOCK 1, YORTOWN SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 N:\0029211.10\DWG\CIVIL\0029211.10PP01.DWG EDINA, MN10/16/207001 FRANCESITE PLAN OVERLAY 7001 FRANCEC101 .05/13/2022 DAVID T. BADE . NHC BJY 10/16/20 4530 WEST 77TH STREET SUITE #365 EDINA, MN 55435 ORION/MORTENSONNOT FOR CONSTRUCTION:HVWZRRG3URIHVVLRQDO6HUYLFHV,QFCommon Ground AllianceCall 48 Hours before digging:811 or call811.com0'30'60'90'1" = 30'30' 6' or 3' 09/13/2021 01/26/2022 02/08/2022 05/06/2022 05/13/2022 PRELIMINARY DEVELOPMENT PLAN / PUD WATERSHED COMMENTS COUNTY SUBMITTAL CITY STORMWATER COMMENTS SITE PLAN REVIEWPROJECT NUMBER: 0029211.10 XXXFND.TPOST20.00FRANCE AVENUE SOUTH COUNTY ROAD NO. 17 WEST 70TH STREET8882010 20 10 UTILITY EASEMENT PER THE PLATOF YORKTOWN DOC. NO.1033725 (ITEM NO. 11)22822TELECOMMUNICATIONS EASEMENTPER DOC. NO. 983149 (ITEM NO. 12)SANITARY SEWER EASEMENTPER DOC. NO. (ITEM NO. 11)1520 15SCENIC AND OPEN SPACE EASEMENT INFAVOR OF EDINA VILLAGE (NOW CITY)PER DOC. NO. 1033728 (ITEM NO. 14)SCENIC AND OPEN SPACE EASEMENT INFAVOR OF EDINA VILLAGE (NOW CITY) PERDOC. NO. 1033728 (ITEM NO. 14)1010PUBLIC ROAD EASEMENT IN PER DOC.NO. 1036934 (ITEM NO. 15)STREET RIGHT OF WAY DEDICATED IN THE PLAT OFYORKTOWN DOC. NO. 1033725 (ITEM NO. 16)40 40 HIGHWAY EASEMENT PER DOC. NO.2189613 (ITEM NOS. 15 & 16)HIGHWAY EASEMENT PER DOC.NO. 2189613 (ITEM NOS. 15 & 16)PUBLIC STREET, DRAINAGE & UTILITYEASEMENT PER DOC. NO. T4859947(ITEM NO. 16)SIDEWALK & UTILITY EASEMENT PERDOC. NOS. T05067233 &T05132844(ITEM NO. 17)SIDEWALK & UTILITY EASEMENTPER DOC. NOS. T05067233 &T05132844 (ITEM NO. 17)TELECOMMUNICATIONSEASEMENT PER DOC. NO.983149 (ITEM NO. 12)ST-5ST-6ST-4ST-3ST-2ST-116" ASH13" LCH14" ASHGW: 853.5ST-106GW: 852.7GW: 853.5GW: 857.5GW: 848.6GW: NOT OBSERVEDGW: NOT OBSERVEDST-101GW: 852.9ST-102GW: 853.5ST-103ST-104GW: 854.6ST-105GW: NOT OBSERVEDGW: 853.4ST-107GW: NOT OBSERVEDST-108GW: NOT OBSERVEDFRANCE AVENUE SOUTH COUNTY ROAD NO. 17 COMMERCIAL/RETAIL SPACEFOOTPRINT = 44,300 SFFFE (TENANT A) = 870.00FFE (TENANT B) = 870.00FFE (TENANT C) = 867.50FFE (TENANT D) = 869.20FFE (OFFICE LOBBY) = 869.20FFE (LOADING DOCK) = 866.00MULTI-FAMILY HOUSINGBUILDING FOOTPRINT = 52,050 SFFFE (RESIDENTIAL) = 870.75PARKING RAMPFOOTPRINT = 23,595 SFFFE = 866.50LOE = 866.50LFE = 866.50LFE = 856.00LFE = 860.00LFE = 860.75LFE = 857.00TXXPROPOSED FINANCIALINSTITUTIONFOOTPRINT = 6,200 SFFFE = 866.00LFE = 866.00LOE = 866.00XXXXXLOE = 866.00LFE = 856.00LOE = 867.00LFE = 857.00LOT 1LOT 2LOT 3LOT 4SITE A70TH AND FRANCE RESIDENTIALSITE B7001 FRANCE MIXED USESITE C7001 FRANCE PARKING FACILITYSHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 N:\0029211.10\DWG\CIVIL\0029211.10SP03.DWG EDINA, MN05/13/20227001 FRANCESITE PROJECT AREA PLAN 7001 FRANCEC200 .05/13/2022 DAVID T. BADE . . . 10/16/2020 4530 WEST 77TH STREET SUITE #365 EDINA, MN 55435 ORION/MORTENSONNOT FOR CONSTRUCTION:HVWZRRG3URIHVVLRQDO6HUYLFHV,QFCommon Ground AllianceCall 48 Hours before digging:811 or call811.com0'30'60'90'1" = 30'30' 6' or 3' 09/13/2021 01/26/2022 02/08/2022 05/06/2022 05/13/2022 PRELIMINARY DEVELOPMENT PLAN / PUD WATERSHED COMMENTS COUNTY SUBMITTAL CITY STORMWATER COMMENTS SITE PLAN REVIEWPROJECT NUMBER: 0029211.10LOT 1BLDG FOOTPRINTAREA(SF)LOT AREA(ACRE)LEGALDESCRIPTION51,600PROPOSED USELOT 2LOT 3LOT 4TOTAL5.98 AC.123,050-44,30021,0506,100SITE DATA CHARTPROPERTY LINESETBACK LINEEASEMENT LINECURB AND GUTTERLOT LINEPOND NORMAL WATER LEVELRETAINING WALLCONCRETE PAVEMENTNUMBER OF PARKING STALLSTRANSFORMERSITE LIGHTINGEXISTINGPROPOSEDFENCEXXHEAVY DUTY BITUMINOUS PAVEMENTNORMAL DUTY BITUMINOUS PAVEMENTTRAFFIC SIGNPOWER POLEBOLLARD / POSTCONCRETE SIDEWALKTIP-OUT CURB AND GUTTERSITE LEGEND5T 2.02 AC.OFFICE/GROCERY1.99 AC.MULTI-FAMILY RESIDENTIAL0.93 AC.PARKING FACILITY1.03 AC.BANK XXXFND.TPOST20.00FRANCE AVENUE SOUTH COUNTY ROAD NO. 17 WEST 70TH STREET8882010 20 10 UTILITY EASEMENT PER THE PLATOF YORKTOWN DOC. NO.1033725 (ITEM NO. 11)22822TELECOMMUNICATIONS EASEMENTPER DOC. NO. 983149 (ITEM NO. 12)SANITARY SEWER EASEMENTPER DOC. NO. (ITEM NO. 11)1520 15SCENIC AND OPEN SPACE EASEMENT INFAVOR OF EDINA VILLAGE (NOW CITY)PER DOC. NO. 1033728 (ITEM NO. 14)SCENIC AND OPEN SPACE EASEMENT INFAVOR OF EDINA VILLAGE (NOW CITY) PERDOC. NO. 1033728 (ITEM NO. 14)1010PUBLIC ROAD EASEMENT IN PER DOC.NO. 1036934 (ITEM NO. 15)STREET RIGHT OF WAY DEDICATED IN THE PLAT OFYORKTOWN DOC. NO. 1033725 (ITEM NO. 16)40 40 HIGHWAY EASEMENT PER DOC. NO.2189613 (ITEM NOS. 15 & 16)HIGHWAY EASEMENT PER DOC.NO. 2189613 (ITEM NOS. 15 & 16)PUBLIC STREET, DRAINAGE & UTILITYEASEMENT PER DOC. NO. T4859947(ITEM NO. 16)SIDEWALK & UTILITY EASEMENT PERDOC. NOS. T05067233 &T05132844(ITEM NO. 17)SIDEWALK & UTILITY EASEMENTPER DOC. NOS. T05067233 &T05132844 (ITEM NO. 17)TELECOMMUNICATIONSEASEMENT PER DOC. NO.983149 (ITEM NO. 12)ST-5ST-6ST-4ST-3ST-2ST-116" ASH13" LCH14" ASHGW: 853.5ST-106GW: 852.7GW: 853.5GW: 857.5GW: 848.6GW: NOT OBSERVEDGW: NOT OBSERVEDST-101GW: 852.9ST-102GW: 853.5ST-103ST-104GW: 854.6ST-105GW: NOT OBSERVEDGW: 853.4ST-107GW: NOT OBSERVEDST-108GW: NOT OBSERVEDFRANCE AVENUE SOUTH COUNTY ROAD NO. 17 COMMERCIAL/RETAIL SPACEFOOTPRINT = 44,300 SFFFE (TENANT A) = 870.00FFE (TENANT B) = 870.00FFE (TENANT C) = 867.50FFE (TENANT D) = 869.20FFE (OFFICE LOBBY) = 869.20FFE (LOADING DOCK) = 866.00MULTI-FAMILY HOUSINGBUILDING FOOTPRINT = 52,050 SFFFE (RESIDENTIAL) = 870.75PARKING RAMPFOOTPRINT = 23,595 SFFFE = 866.50LOE = 866.50LFE = 866.50LFE = 856.00LFE = 860.00LFE = 860.75LFE = 857.00TXXPROPOSED FINANCIALINSTITUTIONFOOTPRINT = 6,200 SFFFE = 866.00LFE = 866.00LOE = 866.00XXXXXLOE = 866.00LFE = 856.00LOE = 867.00LFE = 857.00LOT 1LOT 2LOT 3LOT 410'8.5' (TYP.)24'24'24'24'24'9'8.5'R10'R10'R10'R30'R20'R200'R224'R146'R123'R40'20'8.5'16.33'8.5'14.54'24'35.72'182.0'109.9'75.0'28.9'50.9'13.3'33.2'25.5'34.8'13.9'42.5'AAAABBA56'25.5'1A1A1A1A1A1A1A1A1A1A1A1A2235556D1B51B7888888888889A9A9A9A9A11111111111111111313131343488A8A8A9A8A8A8AEBB212110.9'12.5'12.0'8.7'10.3'8.0'S.1S.1S.4S.2S.1S.4S.1S.4S.2S.3S.1S.4S.1S.4S.3S.5R20'R20'20'8.5'16.33'8.5'14.54'20'8.5'16.33'8.5'14.54'R20'R20'24'25.5'9999943AG48FFFFF21R34'R25'SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 N:\0029211.10\DWG\CIVIL\0029211.10SP01.DWG EDINA, MN05/13/20227001 FRANCESITE PLAN 7001 FRANCEC201 .05/13/2022 DAVID T. BADE . . . 10/16/2020 4530 WEST 77TH STREET SUITE #365 EDINA, MN 55435 ORION/MORTENSONNOT FOR CONSTRUCTION:HVWZRRG3URIHVVLRQDO6HUYLFHV,QFCommon Ground AllianceCall 48 Hours before digging:811 or call811.com0'30'60'90'1" = 30'30' 6' or 3' 09/13/2021 01/26/2022 02/08/2022 05/06/2022 05/13/2022 PRELIMINARY DEVELOPMENT PLAN / PUD WATERSHED COMMENTS COUNTY SUBMITTAL CITY STORMWATER COMMENTS SITE PLAN REVIEWPROJECT NUMBER: 0029211.10S.1S.10S.2S.3REFERENCESTOP SIGNS.4NO TRUCKSRIGHT LANE MUST TURN RIGHTPEDESTRIAN CROSSING1A B612 CURB AND GUTTER1BB618 CURB AND GUTTER2SURMOUNTABLE CURB AND GUTTER3FLUSH CURB AND GUTTER5VALLEY GUTTER6CONCRETE CROSS GUTTER7ENTRANCE THRU CURB AND GUTTER8PRIVATE CONCRETE SIDEWALK8APUBLIC CONCRETE SIDEWALK9PRIVATE PEDESTRIAN CURB RAMP9APUBLIC PEDESTRIAN CURB RAMP11CROSS WALK STRIPING13TRAFFIC ARROW14SIGN INSTALLATION19PAVEMENT SECTIONS21HEAVY DUTY CONCRETE SECTION22SAW CUT CONTROL JOINT24CONCRETE CURB AT SIDEWALK31TRANSITION CURB (B612)43RETAINING WALL WITH FENCE USING SLEEVE-IT SYSTEM45B612 AND SURMOUNTABLE CURB TRANSITION48CONCRETE STAIR AND RAILING DETAIL1·EXISTING ZONING:PDC-3, PLANNED COMMERCIAL·PROPOSED ZONING:PUD - PLANNED UNIT DEVELOPMENT·PARCEL DESCRIPTION:LOT 1, BLOCK 1, YORKTOWN, HENNEPINCOUNTY, MINNESOTA·PROPERTY AREA:260,594 SF (5.98 AC)·PERVIOUS SURFACE:71,861 SF (27.6%)·IMPERVIOUS SURFACE(RATIO):188,733 SF (72.4%)·FLOOR-AREA-RATIO(FAR):SEE ARCH PLANS·BUILDING SETBACK PER CODE:XX'=FRONTXX'=SIDE / XX'=SIDE TO ROWXX'=REARLOT 1BLDG FOOTPRINTAREA(SF)LOT AREA(ACRE)LEGALDESCRIPTION51,600PROPOSED USELOT 2LOT 3LOT 4TOTAL5.98 AC.123,050-44,30021,0506,100SIGN LEGENDSITE DETAILS (SI-0XX)SITE DEVELOPMENT SUMMARYSITE DATA CHART1.BACKGROUND INFORMATION FOR THIS PROJECT PROVIDED BY WESTWOOD PROFESSIONALSERVICES, MINNETONKA, MN, 2020.2.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THISPLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITYLOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND, THEENGINEER SHOULD BE NOTIFIED IMMEDIATELY.3.REFER TO BOUNDARY SURVEY FOR LOT BEARINGS, DIMENSIONS AND AREAS.4.ALL DIMENSIONS ARE TO FACE OF CURB OR EXTERIOR FACE OF BUILDING UNLESS OTHERWISENOTED.5.REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND LOCATIONS OFEXITS, RAMPS, AND TRUCK DOCKS.6.ALL CURB RADII ARE SHALL BE 5.0 FEET (TO FACE OF CURB) UNLESS OTHERWISE NOTED.7.ALL CURB AND GUTTER SHALL BE B612 UNLESS OTHERWISE NOTED.8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFICCONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGGERSAND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OFTHESE DEVICES SHALL BE APPROVED BY THE CITY AND ENGINEER PRIOR TO PLACEMENT.TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.9.BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE IN ACCORDANCE WITH THERECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER.10.CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURINGCONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TOADJACENT PROPERTIES.11.SITE LIGHTING SHOWN ON PLAN IS FOR REFERENCE ONLY. REFER TO LIGHTING PLAN PREPAREDBY OTHERS FOR SITE LIGHTING DETAILS AND PHOTOMETRICS.GENERAL SITE NOTESPROPERTY LINESETBACK LINEEASEMENT LINECURB AND GUTTERLOT LINEPOND NORMAL WATER LEVELRETAINING WALLCONCRETE PAVEMENTNUMBER OF PARKING STALLSTRANSFORMERSITE LIGHTINGEXISTINGPROPOSEDFENCEXXHEAVY DUTY BITUMINOUS PAVEMENTNORMAL DUTY BITUMINOUS PAVEMENTTRAFFIC SIGNPOWER POLEBOLLARD / POSTCONCRETE SIDEWALKTIP-OUT CURB AND GUTTERSITE LEGEND5T 2.02 AC.OFFICE/GROCERY1.99 AC.MULTI-FAMILY RESIDENTIAL0.93 AC.SENIOR HOUSING1.03 AC.BANKA.PLANTER CURB (TYP.)B.CONCRETE PAVERS (TYP.)C.GENERATORD.EXISTING SURMOUNTABLE CURB IN ROUNDABOUTE.BIKE LANE EXIT RAMP ONTO SHARED SIDEWALKF.PUBLIC ART - SEE LANDSCAPE PLANG.PEDESTRIAN ENTRANCE TO PARKING RAMPSITE KEYNOTESXS.5RIGHT TURN LANE COMMERCIAL/RETAIL SPACEFOOTPRINT = 44,300 SFFFE (TENANT A) = 870.00FFE (TENANT B) = 870.00FFE (TENANT C) = 867.50FFE (TENANT D) = 869.20FFE (OFFICE LOBBY) = 869.20FFE (LOADING DOCK) = 866.00MULTI-FAMILY HOUSINGBUILDING FOOTPRINT = 52,050 SFFFE (RESIDENTIAL) = 870.75PARKING RAMPFOOTPRINT = 23,595 SFFFE = 866.50LOE = 866.50LFE = 866.50XXPROPOSED FINANCIALINSTITUTIONFOOTPRINT = 6,200 SFFFE = 866.00LFE = 866.00LOE = 866.00XXXXXGASGASGASGASGASGASGASGASGAS GAS GAS PUG PUG PUGPUG PUG PUG PUG PUG PUGFOFOFOFOFOFOFOFOFOFOFOFO FO FO FOFOFO FO FOPUGPUGPUGPUG WAT PUG PUG PUG PUG PUG PUG PUGPUGPUGPUGPUGPUGGAS GAS CTVCTV FO FO FO FOFOFOFOFOFOFOFO FO FO FO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FOPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGFOFOFOFOFOFOFOFOFOFOFOFO FOFOFOFOTUGPUGPUG PUGPUGPUGPUG PUG PUG PUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUG PUG PUG PUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGXXXFO FOFOFOFOFOFOFOFOFOFOFND.TPOSTSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO STO STOSTO ST OSTOSTOSTOSTOSTOSTOSANSANSANSANSAN20.00STOSANSTO STO WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATFRANCE AVENUE SOUTH COUNTY ROAD NO. 17 WEST 70TH STREET8882010 20 10 UTILITY EASEMENT PER THE PLATOF YORKTOWN DOC. NO.1033725 (ITEM NO. 11)22822TELECOMMUNICATIONS EASEMENTPER DOC. NO. 983149 (ITEM NO. 12)SANITARY SEWER EASEMENTPER DOC. NO. (ITEM NO. 11)1520 15SCENIC AND OPEN SPACE EASEMENT INFAVOR OF EDINA VILLAGE (NOW CITY)PER DOC. NO. 1033728 (ITEM NO. 14)SCENIC AND OPEN SPACE EASEMENT INFAVOR OF EDINA VILLAGE (NOW CITY) PERDOC. NO. 1033728 (ITEM NO. 14)1010PUBLIC ROAD EASEMENT IN PER DOC.NO. 1036934 (ITEM NO. 15)STREET RIGHT OF WAY DEDICATED IN THE PLAT OFYORKTOWN DOC. NO. 1033725 (ITEM NO. 16)40 40 HIGHWAY EASEMENT PER DOC. NO.2189613 (ITEM NOS. 15 & 16)HIGHWAY EASEMENT PER DOC.NO. 2189613 (ITEM NOS. 15 & 16)PUBLIC STREET, DRAINAGE & UTILITYEASEMENT PER DOC. NO. T4859947(ITEM NO. 16)SIDEWALK & UTILITY EASEMENT PERDOC. NOS. T05067233 &T05132844(ITEM NO. 17)SIDEWALK & UTILITY EASEMENTPER DOC. NOS. T05067233 &T05132844 (ITEM NO. 17)TELECOMMUNICATIONSEASEMENT PER DOC. NO.983149 (ITEM NO. 12)EEEEEEEEEMGTSTSTSTSTSTSTSTSTTVTVHHTTTTSTOSTOSTOSTORIM=871.0FULL OFDEBRISRIM=870.6INV(E)=866.4INV(NE)-866.3RIM=871.6INV(E)=865.1INV(W)=864.9INV(S)=866.1RIM=869.1INV(E)=864.5RIM=868.3INV(N/E)=864.3INV(W)=863.6RIM=866.7INV(N)=862.7INV(S)=863.0INV(E/W)=862.6RIM=866.5INV(N)=862.6INV(E)=862.5INV(W)=861.7RIM=871.5INV(E)=867.215"RCPRIM=867.5INV=863.2RIM = 862.97IE = 855.15 (CITY AS-BUILT)RIM=866.8INV(E)=859.4INV(W)=859.1RIM=862.8INV(N)=857.2INV(E)=859.2INV(SE)=857.5INV(SW)=856.3RIM=866.2INV=863.3RIM=869.5FULLOFWATERRIM=871.1INV=868.0RIM=863.4FULL OF ICE & DEBRISRIM=863.1INV(NE)=859.6INV(W)=859.1RIM=861.2INV=858.112" RCPRIM=861.8INV(E)=857.7INV(W)=858.2INV(S)=857.6RIM=862.1INV=857.912" RCPRIM=862.5INV(N)=852.8INV(S)=852.615" RCP21" RCPS12" RCP21" RCP12" RCP21" RCP9" CLAY @ 0.8%24" RCP24" RCP24" RCP12" RCP 8"PVC 12"RCPST-5ST-6ST-4ST-3ST-2ST-116" ASH13" LCH14" ASHGW: 853.5ST-106GW: 852.7GW: 853.5GW: 857.5GW: 848.6GW: NOT OBSERVEDGW: NOT OBSERVEDST-101GW: 852.9ST-102GW: 853.5ST-103ST-104GW: 854.6ST-105GW: NOT OBSERVEDGW: 853.4ST-107GW: NOT OBSERVEDST-108GW: NOT OBSERVED15" RCPSTOSTOSTOCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVPUGPUGPUGCTVCTVCTVCTVCTVCTVPUGPUGPUGPUGPUG870.00870.20867.50870.00869.20870.00869.20867.19866.45866.00865.30870.00870.00868.00867.00870.40870.75870.75870.75870.75870.50866.22865.36865.53866.50865.60864.59870.59E.O.F.864.74867.00869.42E.O.F.867.65E.O.F.867.60E.O.F.866.20E.O.F.866.61866.97866.37869.51870.77870.00870.00868.50867868869868.00866866866867870868869LOWEST OPENING ELEVATION: 868.00866.00LOWEST OPENING ELEVATION: 866.00LOWEST OPENING ELEVATION: 866.50E.O.F.869.64869.20869.20869.20870.00870.00869.20870.00868.00867.50867.00868.75869.25869.75870.62870.90868.25866.75867.008 6 7 8 6 6866 866.50866.50866.37866.37869.908698688678 7 0868 TW: 871.50TW: 872.00TW: 871.65TW: 871.53TW: 872.11BW: 871.00BW: 867.58BW: 871.00BW: 867.99BW: 866.92TW: 870.25BW: 869.85TW: 871.65BW: 870.80TW: 871.74BW: 871.01SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 N:\0029211.10\DWG\CIVIL\0029211.10GD01.DWG EDINA, MN05/13/20227001 FRANCEGRADING PLAN 7001 FRANCEC300 .05/13/2022 DAVID T. BADE . . . 10/16/2020 4530 WEST 77TH STREET SUITE #365 EDINA, MN 55435 ORION/MORTENSON :HVWZRRG3URIHVVLRQDO6HUYLFHV,QFCommon Ground AllianceCall 48 Hours before digging:811 or call811.com### ### or ## 09/13/2021 01/26/2022 02/08/2022 05/06/2022 05/13/2022 PRELIMINARY DEVELOPMENT PLAN / PUD WATERSHED COMMENTS COUNTY SUBMITTAL CITY STORMWATER COMMENTS SITE PLAN REVIEWPROJECT NUMBER: 0029211.10PROPERTY LINE982980POND NORMAL WATER LEVELRIDGE LINETOP AND BOTTOM OF RETAINING WALLEMERGENCY OVERFLOWSB-19SOIL BORING LOCATIONSTOSTORM SEWERDRAIN TILEWATER MAINSANITARY SEWEREXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOUR982980WATSANSPOT ELEVATIONFLOW DIRECTIONSB-19RETAINING WALLGRADING LIMITSGLCURB AND GUTTERFLARED END SECTION (WITH RIPRAP)GRADING LEGEND1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THISPLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITYLOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIEDIMMEDIATELY IF ANY DISCREPANCIES ARE FOUND.2.CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS ANDDIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXIT PORCHES, RAMPS, TRUCK DOCKS, PRECISEBUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACTLOCATIONS AND NUMBER OF DOWNSPOUTS.3.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARDSPECIFICATIONS FOR TRENCH EXCAVATION AND BACKFILL/SURFACE RESTORATION" ASPREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA.4.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL AND SOD OR SEED.THESE AREAS SHALL BE WATERED UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. SEELANDSCAPE PLAN FOR PLANTING AND TURF ESTABLISHMENT.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFICCONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMENAND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OFTHESE DEVICES SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFICCONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.6.ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THISSHEET.7.CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE ASMOOTH FINISHED SURFACE WITH UNIFORM SLOPES BETWEEN POINTS WHERE ELEVATIONSARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES.8.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOWLINE UNLESS OTHERWISE NOTED. PROPOSED CONTOURS ARE TO FINISHED SURFACEGRADE.9.SEE SOILS REPORT FOR PAVEMENT THICKNESSES AND HOLD DOWNS.10.CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITEGRADING AND UTILITY CONSTRUCTION IS COMPLETED. THE CONTRACTOR SHALL DISPOSE OFALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE REGULATINGAGENCIES.11.CONTRACTOR SHALL PROVIDE A STRUCTURAL RETAINING WALL DESIGN CERTIFIED BY ALICENSED PROFESSIONAL ENGINEER.12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THENATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS.13.PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILLBE REQUIRED ON THE SUBGRADE. PROOF ROLLING SHALL BE ACCOMPLISHED BY MAKINGMINIMUM OF 2 COMPLETE PASSES WITH FULLY-LOADED TANDEM-AXLE DUMP TRUCK, ORAPPROVED EQUAL, IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISIONAND DIRECTION OF THE INDEPENDENT TESTING LABORATORY. AREAS OF FAILURE SHALL BEEXCAVATED AND RE-COMPACTED AS SPECIFIED HEREIN.14.EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALLBE COMPACTED IN ACCORDANCE WITH THE SPECIFIED DENSITY METHOD AS OUTLINED INMNDOT 2105.3F1 AND THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER.15.EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA,SHALL BE COMPACTED IN ACCORDANCE WITH REQUIREMENTS OF THE ORDINARYCOMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2.16.ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENTGEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE ORUNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. THECONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS ANDINSPECTIONS WITH THE GEOTECHNICAL ENGINEER.1.BASIN EXCAVATION AND PIPE INSTALLATION MAY TAKE PLACE BEFORE CURB INSTALLATION.ALL OTHER BASIN CONSTRUCTION MUST WAIT UNTIL FINAL SITE LANDSCAPING. REMOVESEDIMENT FROM EXCAVATED BASIN PRIOR TO PLACEMENT OF FILTER MEDIA. PLACE SANDBAGS OR SIMILAR ITEM IN CURB CUTS TO PRE-FILTER STORM WATER UNTIL PLANTS AREESTABLISHED IN BASINS. MAINTAIN INLET PROTECTION ON DOWN STREAM INLETS UNTILBASINS ARE ON-LINE.2.BASIN EXCAVATION SHALL BE WITH TOOTHED-BUCKETS TO SCARIFY THE BOTTOM.3.PLACE SILT FENCE AROUND BASINS AS SHOWN IMMEDIATELY AFTER BASIN CONSTRUCTION.4.BASINS MUST BE TESTED FOR INFILTRATION RATE AFTER TOTAL SITE STABILIZATION. A DUALRING INFILTROMETER SHALL BE USED FOR TESTING. MINIMUM INFILTRATION RATE IS 1-INCHPER HOUR. IF BASIN DOES NOT MEET INFILTRATION RATE, CONTRACTOR MUST TAKECORRECTIVE ACTION UNTIL MINIMUM INFILTRATION RATE IS MET. CORRECTIVE ACTION MAYINCLUDE REMOVING PLUG IN DRAIN TILE. ALL TESTING AND CORRECTIVE ACTION SHALL BETHE RESPONSIBILITY OF THE CONTRACTOR, AND SHALL BE INCIDENTAL TO THE CONTRACT,WITH NO DIRECT COMPENSATION MADE.GRADING NOTESFILTRATION/INFILTRATION BASIN NOTES0.00%900.00900.00TW=XXX.XXBW=XXX.XXE.O.F.NOT FOR CONSTRUCTION0'30'60'90'1" = 30'GEOTECHNICAL EVALUATIONS FOUND A LAYER OF CLAYEY SAND APPROXIMATELY 4 FEET BELOWTHE BOTTOM OF THE PROPOSED INFILTRATION CHAMBERS. SHOULD THIS MATERIAL BEENCOUNTERED DURING CONSTRUCTION, THE EXISTING CLAYEY SAND MUST BE REMOVED ANDREPLACED WITH MATERIAL HAVING AN INFILTRATION RATE COMPARABLE WITH THEPOORLY-GRADED SAND LOCATED AT THE BOTTOM OF THE SYSTEM.SOIL REPLACEMENT NOTE1.ALL TEMPORARY EROSION CONTROL MEASURES SHOWN ON THE EROSION ANDSEDIMENTATION CONTROL PLANS MUST BE INSTALLED PRIOR TO COMMENCEMENT OFSURFACE OR VEGETATION ALTERATION AND BE MAINTAINED UNTIL COMPLETION OFCONSTRUCTION AND VEGETATION IS ESTABLISHED AS DETERMINED BY NMCWD. IF SILT FENCEIS USED, THE BOTTOM FLAP MUST BE BURIED AND THE MAXIMUM ALLOWABLE SPACINGBETWEEN POSTS IS 4-FOOT ON CENTER. ALL POSTS MUST BE EITHER 2-INCH X 2-INCH PINE,HARDWOOD, OR STEEL FENCE POSTS. IF HAY BALES ARE USED, ALL BALES MUST BE STAKED INPLACE AND REINFORCED ON THE DOWNSTREAM SIDE WITH SNOW FENCE.2.ALL AREAS ALTERED BECAUSE OF CONSTRUCTION MUST BE RESTORED WITH SEED AND DISCEDMULCH, SOD, WOOD FIBER BLANKET, OR BE HARD SURFACED WITHIN TWO WEEKS AFTERCOMPLETION OF LAND ALTERATION AND NO LATER THAN THE END OF THE PERMIT PERIOD.3.UPON FINAL STABILIZATION, THE PERMIT APPLICANT IS RESPONSIBLE FOR THE REMOVAL OFALL EROSION CONTROL MEASURES INSTALLED THROUGHOUT THE PROJECT SITE.4.AT THE ENTRYWAY ONTO THE SITE, A ROCK FILTER DIKE BEING A MINIMUM OF TWO FEET INHEIGHT AND HAVING MAXIMUM SIDE SLOPES OF 4:1 MUST BE CONSTRUCTED. THIS ROCKFILTER DIKE WILL ENABLE CONSTRUCTION TRAFFIC TO ENTER THE SITE AND ALSO PROVIDE ANEROSION CONTROL FACILITY.5.IF DEWATERING IS REQUIRED AND SUMP PUMPS ARE USED, ALL PUMPED WATER MUST BEDISCHARGED THROUGH AN EROSION CONTROL FACILITY PRIOR TO LEAVING THECONSTRUCTION SITE. PROPER ENERGY DISSIPATION MUST BE PROVIDED AT THE OUTLET OFTHE PUMP SYSTEM.6.THE NMCWD MUST BE NOTIFIED A MINIMUM OF 48 HOURS PRIOR TO COMMENCEMENT OFCONSTRUCTION.7.THE NMCWD, ITS OFFICERS, EMPLOYEES AND AGENTS REVIEW, COMMENT UPON, ANDAPPROVE PLANS AND SPECIFICATIONS PREPARED BY PERMIT APPLICANTS AND THEIRCONSULTANTS FOR THE LIMITED ADMINISTRATIVE PURPOSE OF DETERMINING WHETHER THEREIS REASONABLE ASSURANCE THAT THE PROPOSED PROJECT WILL COMPLY WITH THEREGULATIONS AND CRITERIA OF THE NMCWD. THE DETERMINATION OF THE NMCWD THATISSUANCE OF THIS PERMIT IS APPROPRIATE WAS MADE IN RELIANCE ON THE INFORMATIONPROVIDED BY THE APPLICANT.8.THE GRANT OF THIS PERMIT SHALL NOT IN ANY WAY RELIEVE THE PERMITTEE, ITS ENGINEER, OROTHER PROFESSIONAL CONSULTANTS OF RESPONSIBILITY, NOR SHALL IT MAKE THE NMCWD5(63216,%/()257+(7(&+1,&$/$'(48$&<2)7+((1*,1((5·625&2168/7$17·6WORK. THE GRANT OF THIS PERMIT SHALL NOT RELIEVE THE PERMITTEE FROM COMPLYINGWITH ALL CONDITIONS AND REQUIREMENTS OF THE PERMIT WHICH SHALL BE RETAINED BYTHE PERMITTEE WITH THE PERMIT.9.THE ISSUE OF THIS PERMIT DOES NOT CONVEY ANY PROPERTY RIGHTS IN EITHER REAL ORPERSONAL PROPERTY, OR ANY EXCLUSIVE PRIVILEGES, NOR DOES IT AUTHORIZE ANY INJURY TOPRIVATE PROPERTY OR ANY INVASION OF PERSONAL RIGHTS, NOR ANY INFRINGEMENT OFFEDERAL, STATE, OR LOCAL LAWS OR REGULATIONS.NINE MILE CREEK WATERSHEDDISTRICT GENERAL PROVISIONS TUG XXXFND.TPOSTSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO STO STOSTO ST OSTOSTOSTOSTOSTOSTOSTOSTOSTOFRANCE AVENUE SOUTH COUNTY ROAD NO. 17 WEST 70TH STREETEEEEEEEEEMGTSTSTSTSTSTSTSTSTTVTVHHTTTTSTOSTOSTOSTOSST-5ST-6ST-4ST-3ST-2ST-116" ASH13" LCH14" ASHGW: 853.5ST-106GW: 852.7GW: 853.5GW: 857.5GW: 848.6GW: NOT OBSERVEDGW: NOT OBSERVEDST-101GW: 852.9ST-102GW: 853.5ST-103ST-104GW: 854.6ST-105GW: NOT OBSERVEDGW: 853.4ST-107GW: NOT OBSERVEDST-108GW: NOT OBSERVEDSTOSTOSTOCOMMERCIAL/RETAIL SPACEFOOTPRINT = 44,300 SFFFE (TENANT A) = 870.00FFE (TENANT B) = 870.00FFE (TENANT C) = 867.50FFE (TENANT D) = 869.20FFE (OFFICE LOBBY) = 869.20FFE (LOADING DOCK) = 866.00MULTI-FAMILY HOUSINGBUILDING FOOTPRINT = 52,050 SFFFE (RESIDENTIAL) = 870.75PARKING RAMPFOOTPRINT = 23,595 SFFFE = 866.50LOE = 866.50LFE = 866.50LFE = 856.00LFE = 860.00LFE = 860.75LFE = 857.00XXPROPOSED FINANCIALINSTITUTIONFOOTPRINT = 6,200 SFFFE = 866.00LFE = 866.00LOE = 866.00XXXXXLOE = 866.00LFE = 856.00LOE = 867.00LFE = 857.00CTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVPUGPUGPUGCTVCTVCTVCTVCTVCTVPUGPUGPUGPUGPUGROCKCONSTRUCTIONENTRANCESFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFINLET PROTECTION (TYP.)SILT FENCESILT FENCESILT FENCESILT FENCEINLET PROTECTION (TYP.)ROCK LOG INLET PROTECTIONSHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 N:\0029211.10\DWG\CIVIL\0029211.10EC01.DWG EDINA, MN05/13/20227001 FRANCEEROSION CONTROL PLAN 7001 FRANCEC301 .05/13/2022 DAVID T. BADE DTB DTB TDM 10/16/2020 4530 WEST 77TH STREET SUITE #365 EDINA, MN 55435 ORION/MORTENSON :HVWZRRG3URIHVVLRQDO6HUYLFHV,QFCommon Ground AllianceCall 48 Hours before digging:811 or call811.com### ### or ## 09/13/2021 01/26/2022 02/08/2022 05/06/2022 05/13/2022 PRELIMINARY DEVELOPMENT PLAN / PUD WATERSHED COMMENTS COUNTY SUBMITTAL CITY STORMWATER COMMENTS SITE PLAN REVIEWPROJECT NUMBER: 0029211.10NOT FOR CONSTRUCTION0'30'60'90'1" = 30'PROPERTY LINESILT FENCEPOND NORMAL WATER LEVELROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETEMERGENCY OVERFLOWSOIL BORING LOCATIONSTORM SEWERDRAIN TILEWATER MAINSANITARY SEWERINLET PROTECTIONEXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOURRETAINING WALLSFGRADING LIMITSCURB AND GUTTERFLARED END SECTION (WITH RIPRAP)TURF REINFORCEMENT MATEROSION CONTROL LEGEND1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OFEXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUSUTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATIONSHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFYEXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OFDISCREPANCIES.2.ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANYEXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUNDCOVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND ORREMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OFEXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TOEROSION CONTROL. TEMPORARY PONDING, DIKES, HAYBALES, ETC., REQUIRED BY THE CITYSHALL BE INCIDENTAL TO THE GRADING CONTRACT.3.EROSION AND SILTATION CONTROL (ESC): THE CONTRACTOR SHALL ASSUME COMPLETERESPONSIBILITY FOR CONTROLLING ALL SILTATION AND EROSION OF THE PROJECT AREA. THECONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL THE EROSION ANDSILTATION INCLUDING BUT NOT LIMITED TO: CATCH BASIN INSERTS, CONSTRUCTIONENTRANCES, EROSION CONTROL BLANKET, AND SILT FENCE. ESC SHALL COMMENCE WITHGRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BYTHE OWNER. THE CONTRACTOR'S RESPONSIBILITY INCLUDES ALL IMPLEMENTATION ASREQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY DIRECT THECONTRACTOR'S METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANYDEPOSITION OF SILT OR MUD ON NEW OR EXISTING PAVEMENT OR IN EXISTING STORMSEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAIN EVENT. AFFECTED AREAS SHALL BECLEANED TO THE SATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR.ALL TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THE CONTRACTOR AFTER THETURF IS ESTABLISHED.4.ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACHWORKING DAY. A CONSTRUCTION ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TODETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS.5.PROPOSED PONDS SHALL BE EXCAVATED FIRST AND USED AS TEMPORARY PONDING DURINGCONSTRUCTION.6.WHEN INSTALLING END-OF-LINE FLARED END SECTIONS, BRING THE SILT FENCE UP & OVER THEFLARED END SECTIONS & COVER DISTURBED AREAS WITH RIP RAP. THE UPSTREAM FLARED ENDSECTIONS SHALL HAVE WOOD FIBER BLANKET INSTALLED ON THE DISTURBED SOILS.7.ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE RESTORED WITHSEED AND MULCH, SOD, EROSION CONTROL BLANKET OR BE HARD SURFACE WITHIN 2 WEEKSOF COMPLETION OF CONSTRUCTION.8.THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES, MNDOT, ANDCITY.A.TEMPORARY (GREATER THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 22-111 AT30.5-POUNDS PER ACRE.B.TEMPORARY (LESS THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 21-112 (FALL) OR21-111 (SPRING/SUMMER) AT 100-POUNDS PER ACREC.INFILTRATION/FILTRATION BASIN SHALL BE MNDOT SEED MIX 34-262 AT 14.5-POUNDS PERACRE.D.POND SLOPES SHALL BE MNDOT SEED MIX 33-261 AT 35-POUNDS PER ACRE.E.GENERAL SEEDING SHALL BE MNDOT SEED MIX 25-151 AT 70-POUNDS PER ACRE.F.MULCH SHALL BE MNDOT TYPE 1 APPLIED AT 2-TONS PER ACRE.9.FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OR EROSION CONTROLBLANKET IS REQUIRED.10.ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUND THEM TO TRAPSEDIMENT.11.ALL PERMANENT PONDS USED AS TEMPORARY SEDIMENT BASINS DURING CONSTRUCTIONSHALL BE DREDGED AFTER THE SITE HAS BEEN STABILIZED TO RESTORE THE POND TO THEPROPOSED BOTTOM ELEVATION.12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONALPOLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS.13.THE SITE MUST BE KEPT IN A WELL-DRAINED CONDITION AT ALL TIMES. THE CONTRACTORSHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING OR OTHER MEANS REQUIRED TOINSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS ORBUILDING PADS MUST BE PROVIDED WITH A POSITIVE OUTFLOW.14.PUBLIC STREETS USED FOR HAULING SHALL BE KEPT FREE OF SOIL AND DEBRIS. STREETSWEEPING SHALL BE CONCURRENT WITH SITE WORK.GENERAL EROSION CONTROL NOTESSTOWATSANGLSB-19SB-19E.O.F.HEAVY DUTY SILT FENCEHDSFBIOROLLBIO982980982980ROCK LOG1.ALL TEMPORARY EROSION CONTROL MEASURES SHOWN ON THE EROSION ANDSEDIMENTATION CONTROL PLANS MUST BE INSTALLED PRIOR TO COMMENCEMENT OFSURFACE OR VEGETATION ALTERATION AND BE MAINTAINED UNTIL COMPLETION OFCONSTRUCTION AND VEGETATION IS ESTABLISHED AS DETERMINED BY NMCWD. IF SILT FENCEIS USED, THE BOTTOM FLAP MUST BE BURIED AND THE MAXIMUM ALLOWABLE SPACINGBETWEEN POSTS IS 4-FOOT ON CENTER. ALL POSTS MUST BE EITHER 2-INCH X 2-INCH PINE,HARDWOOD, OR STEEL FENCE POSTS. IF HAY BALES ARE USED, ALL BALES MUST BE STAKED INPLACE AND REINFORCED ON THE DOWNSTREAM SIDE WITH SNOW FENCE.2.ALL AREAS ALTERED BECAUSE OF CONSTRUCTION MUST BE RESTORED WITH SEED AND DISCEDMULCH, SOD, WOOD FIBER BLANKET, OR BE HARD SURFACED WITHIN TWO WEEKS AFTERCOMPLETION OF LAND ALTERATION AND NO LATER THAN THE END OF THE PERMIT PERIOD.3.UPON FINAL STABILIZATION, THE PERMIT APPLICANT IS RESPONSIBLE FOR THE REMOVAL OFALL EROSION CONTROL MEASURES INSTALLED THROUGHOUT THE PROJECT SITE.4.AT THE ENTRYWAY ONTO THE SITE, A ROCK FILTER DIKE BEING A MINIMUM OF TWO FEET INHEIGHT AND HAVING MAXIMUM SIDE SLOPES OF 4:1 MUST BE CONSTRUCTED. THIS ROCKFILTER DIKE WILL ENABLE CONSTRUCTION TRAFFIC TO ENTER THE SITE AND ALSO PROVIDE ANEROSION CONTROL FACILITY.5.IF DEWATERING IS REQUIRED AND SUMP PUMPS ARE USED, ALL PUMPED WATER MUST BEDISCHARGED THROUGH AN EROSION CONTROL FACILITY PRIOR TO LEAVING THECONSTRUCTION SITE. PROPER ENERGY DISSIPATION MUST BE PROVIDED AT THE OUTLET OFTHE PUMP SYSTEM.6.THE NMCWD MUST BE NOTIFIED A MINIMUM OF 48 HOURS PRIOR TO COMMENCEMENT OFCONSTRUCTION.NINE MILE CREEK WATERSHEDDISTRICT GENERAL PROVISIONS GASGASGASGASGASGASGASGASGAS GAS GAS PUG PUG PUGPUG PUG PUG PUG PUG PUGFOFOFOFOFOFOFOFOFOFOFOFO FO FO FOFOFO FO FOPUGPUGPUGPUG WAT PUG PUG PUG PUG PUG PUG PUGPUGPUGPUGPUGPUGGAS GAS CTVCTV FO FO FO FOFOFOFOFOFOFOFO FO FO FO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FOPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGFOFOFOFOFOFOFOFOFOFOFOFO FOFOFOFOTUGPUGPUG PUGPUGPUGPUG PUG PUG PUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUG PUG PUG PUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGXXXFO FOFOFOFOFOFOFOFOFOFOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO STO STOSTO ST OSTOSTOSTOSTOSTOSTOSANSANSANSANSAN20.00STOSANSTO STO WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATFRANCE AVENUE SOUTH COUNTY ROAD NO. 17 WEST 70TH STREET8882010 20 10 UTILITY EASEMENT PER THE PLATOF YORKTOWN DOC. NO.1033725 (ITEM NO. 11)22822TELECOMMUNICATIONS EASEMENTPER DOC. NO. 983149 (ITEM NO. 12)SANITARY SEWER EASEMENTPER DOC. NO. (ITEM NO. 11)1520 15SCENIC AND OPEN SPACE EASEMENT INFAVOR OF EDINA VILLAGE (NOW CITY)PER DOC. NO. 1033728 (ITEM NO. 14)SCENIC AND OPEN SPACE EASEMENT INFAVOR OF EDINA VILLAGE (NOW CITY) PERDOC. NO. 1033728 (ITEM NO. 14)1010PUBLIC ROAD EASEMENT IN PER DOC.NO. 1036934 (ITEM NO. 15)STREET RIGHT OF WAY DEDICATED IN THE PLAT OFYORKTOWN DOC. NO. 1033725 (ITEM NO. 16)40 40 HIGHWAY EASEMENT PER DOC. NO.2189613 (ITEM NOS. 15 & 16)HIGHWAY EASEMENT PER DOC.NO. 2189613 (ITEM NOS. 15 & 16)PUBLIC STREET, DRAINAGE & UTILITYEASEMENT PER DOC. NO. T4859947(ITEM NO. 16)SIDEWALK & UTILITY EASEMENT PERDOC. NOS. T05067233 &T05132844(ITEM NO. 17)SIDEWALK & UTILITY EASEMENTPER DOC. NOS. T05067233 &T05132844 (ITEM NO. 17)TELECOMMUNICATIONSEASEMENT PER DOC. NO.983149 (ITEM NO. 12)EEEEEEEEEMGTSTSTSTSTSTSTSTSTTVTVHHTTTTSTOSTOSTOSTORIM = 862.97IE = 855.15 (CITY AS-BUILT)S9" CLAY @ 0.8%ST-5ST-6ST-4ST-3ST-2ST-116" ASH13" LCH14" ASHGW: 853.5ST-106GW: 852.7GW: 853.5GW: 857.5GW: 848.6GW: NOT OBSERVEDGW: NOT OBSERVEDST-101GW: 852.9ST-102GW: 853.5ST-103ST-104GW: 854.6ST-105GW: NOT OBSERVEDGW: 853.4ST-107GW: NOT OBSERVEDST-108GW: NOT OBSERVEDSTOSTOSTOCOMMERCIAL/RETAIL SPACEFOOTPRINT = 44,300 SFFFE (TENANT A) = 870.00FFE (TENANT B) = 870.00FFE (TENANT C) = 867.50FFE (TENANT D) = 869.20FFE (OFFICE LOBBY) = 869.20FFE (LOADING DOCK) = 866.00MULTI-FAMILY HOUSINGBUILDING FOOTPRINT = 52,050 SFFFE (RESIDENTIAL) = 870.75PARKING RAMPFOOTPRINT = 23,595 SFFFE = 866.50LOE = 866.50LFE = 866.50LFE = 856.00LFE = 860.00LFE = 860.75LFE = 857.00XXPROPOSED FINANCIALINSTITUTIONFOOTPRINT = 6,200 SFFFE = 866.00LFE = 866.00LOE = 866.00XXXXXLOE = 866.00LFE = 856.00LOE = 867.00LFE = 857.00CTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVPUGPUGPUGCTVCTVCTVCTVCTVCTVPUGPUGPUGPUGPUG8" SAN STUBIE=858.608" WM STUB8" SAN STUBIE=856.948" WM STUB8" WM STUB6" SAN STUBIE=856.466" SAN STUBIE=860.278" SAN STUBIE=861.366" WM STUB8" WM STUBHYDRANTHYDRANTHYDRANTHYDRANTHYDRANT109 LF - 10" PVC @ 0.70%SAN MH 11RIM=863.85IE(E)=855.50IE(SW)=855.40CORE DRILL INTOEXISTING SAN MH 10RAISE RIM TO 863.67IE(S,NE)=855.1536 LF - 10" PVC @ 0.70%SAN MH 12RIM=864.56IE(N,E)=855.83IE(W)=855.73SAN MH 13RIM=865.55IE(N,E)=856.69IE(W)=856.59222 LF - 10" PVC @ 0.70%SAN MH 14RIM=866.94IE(E,S)=858.34IE(W)=858.24SAN MH 15RIM=867.78IE(N)=859.15IE(W)=859.05102 LF - 10" PVC @ 0.70%SAN MH 16RIM=867.89IE(W,N)=859.95IE(S)=859.85100 LF - 10" PVC @ 0.70%171 LF - 8" PVC @ 0.70%SAN MH 16RIM=870.32IE(W)=861.25IE(S)=861.1516 LF - 8" PVC @ 0.70%16 LF - 6" PVC @ 2.00%26 LF - 8" PVC @ 1.00%25 LF - 8" PVC @ 1.00%INSULATE PIPE25 LF - 6" PVC @ 2.00%8" DIP1234567891011121314151617181920AAA8" DIP8" DIP8" DIP8" DIP33 LF - 10"PVC @ 0.70%REFER TO US BANK LOT PLANS FORLOT SPECIFIC UTILITY INFORMATIONSHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 N:\0029211.10\DWG\CIVIL\0029211.10UT01.DWG EDINA, MN05/13/20227001 FRANCESANITARY AND WATERMAIN PLAN 7001 FRANCEC400 .05/13/2022 DAVID T. BADE . . . 10/16/2020 4530 WEST 77TH STREET SUITE #365 EDINA, MN 55435 ORION/MORTENSON :HVWZRRG3URIHVVLRQDO6HUYLFHV,QFCommon Ground AllianceCall 48 Hours before digging:811 or call811.com### ### or ## 09/13/2021 01/26/2022 02/08/2022 05/06/2022 05/13/2022 PRELIMINARY DEVELOPMENT PLAN / PUD WATERSHED COMMENTS COUNTY SUBMITTAL CITY STORMWATER COMMENTS SITE PLAN REVIEWPROJECT NUMBER: 0029211.10SANEXISTINGPROPOSEDSANITARY SEWERSTOSTORM SEWERWATWATER MAINEASEMENT LINEPROPERTY LINEWATHYDRANTGATE VALVEDRAIN TILEFLARED END SECTION (WITH RIPRAP)LIGHT POLEGASGASGASPUGUNDERGROUND ELECTRICPUGTUGUNDERGROUND TELEPHONETOHPOHOVERHEAD ELECTRICPOHTOHOVERHEAD TELEPHONETOHFOTELEPHONE FIBER OPTICFOCTVCABLE TELEVISIONCTVFMFMSANITARY SEWER FORCE MAINCURB AND GUTTERUTILITY LEGEND1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESEPLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THEINFORMATION SHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIORTO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OF DISCREPANCIES.2.ALL SANITARY SEWER, STORM SEWER AND WATER MAIN MATERIAL AND INSTALLATIONS SHALL BE PER CITY REQUIREMENTS, MINNESOTAPLUMBING CODE, AND IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICELINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OFMINNESOTA.3.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL, STATE AND LOCAL PERMITS FOR THE PROPOSEDWORK OR VERIFY WITH THE OWNER OR ENGINEER THAT PERMITS HAVE BEEN OBTAINED. PERMIT FEES SHALL BE THE RESPONSIBILITY OFTHE CONTRACTOR UNLESS OTHERWISE ARRANGED WITH THE OWNER.4.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF DOORWAYS, RAMPS, TRUCK DOCKS,PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY CONNECTION LOCATIONS.5.ALL PRIVATE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE APPROPRIATE UTILITY COMPANY.THE CONTRACTOR SHALL COORDINATE THE SERVICE LINE CONSTRUCTION WITH THE UTILITY COMPANIES.6.CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY PERMITS FOR UTILITY CONNECTIONS, AND UTILITIES SHALL BE INSPECTED ANDAPPROVED BY THE CITY. THE CITY SHALL BE NOTIFIED 48-HOURS PRIOR TO COMMENCING WITH THE UTILITY CONSTRUCTION OR ANYREQUIRED TESTING. CONTRACTOR SHALL NOT OPERATE, INTERFERE WITH, CONNECT ANY PIPE OR HOSE TO, OR TAP ANY WATER MAINBELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF SCHEDULED ORUNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE TO BE THE RESPONSIBILITY OF THE CONTRACTOR.7.WATER MAIN LENGTHS AS SHOWN ARE APPROXIMATE HORIZONTAL LENGTHS. ALLOW FOR ADDITIONAL PIPE WHEN INSTALLING ONSLOPES OR WHEN DEFLECTIONS ARE REQUIRED. THE JOINT DEFLECTIONS SHALL NOT EXCEED THE MAXIMUM RECOMMENDED BY THE PIPEMANUFACTURER OR BY LOCAL GOVERNING SPECIFICATIONS. FITTINGS REQUIRED TO CONSTRUCT WATER MAIN SHALL BE INCLUDED INWATER MAIN CONSTRUCTION.8.PROVIDE WATER MAIN THRUST RESTRAINTS PER CITY STANDARD REQUIREMENTS.9.A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER LINE CROSSINGS WITH SANITARY SEWER OR STORMSEWER. THE WATER LINE SHALL NOT HAVE JOINTS OR CONNECTION WITHIN 10-FEET OF THE CROSSING. INSULATE CROSSINGS WITHSTORM SEWER.10.UTILITY SERVICES TYPICALLY TERMINATE 5' OUTSIDE BUILDING WALL UNLESS OTHERWISE SHOWN OR NOTED.11.DUCTILE IRON WATER LINES SHALL BE CLASS 52, PER AWWA C115 OR C151. COPPER WATER LINES SHALL BE TYPE K PER ASTM B88. PVCWATER LINES SHALL BE PER AWWA C900 AND INSTALLED PER AWWA C605 IF ALLOWED BY CITY.12.ALL WATER LINES SHALL HAVE 7.5' MINIMUM COVER. INSULATE WATER MAIN IF LESS THAN 8' OF COVER. INSULATION SHALL BE DOWSTYROFOAM HI BRAND 35 OR EQUIVALENT, WITH 4 INCHES OF THICKNESS.13.SANITARY SEWER PIPE OUTSIDE THE BUILDING ENVELOPE SHALL BE POLYVINYL CHLORIDE (PVC) SDR 35 OR 26. SDR 26 IS REQUIRED FORDEPTHS GREATER THAN 15 FEET. SANITARY SEWER PIPE WITHIN 5 FEET OF THE BUILDING AND UNDER FOOTINGS SHALL BE SCHEDULE 40PER ASTM D2665. ALL PLASTIC SANITARY SEWER SHALL BE INSTALLED PER D2321. SOLVENT WELD JOINTS MUST INCLUDE USE OF APRIMER WHICH IS OF A CONTRASTING COLOR TO THE PIPE AND CEMENT. ALL SANITARY SEWER SHALL BE TESTED ACCORDING TOMINNESOTA PLUMBING CODE, PART 712.0.14.STORM SEWER PIPE:A.RCP AND HDPE PIPE MAY BE INSTALLED WITH APPROVAL OF LOCAL GOVERNING AGENCY.B.REINFORCED CONCRETE PIPE SHALL BE CLASS 5 FOR PIPE DIAMETERS 18" AND SMALLER, CLASS 3 FOR PIPE DIAMETERS 21" ANDLARGER UNLESS OTHERWISE NOTED, PER ASTM C76 WITH R-4 GASKETS.C.HDPE STORM PIPE 4- TO 10-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OF AASHTO M252. HDPE STORM PIPE 12- TO60-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OF ASTM F2306. FITTINGS SHALL BE PER ASTM D3212 AND INSTALLED PERASTM D2321.D.PVC STORM SEWER PIPE AND FITTINGS SHALL BE SCHEDULE 40 PIPE PER ASTM D2665 AND INSTALLED PER ASTM D2321.E.CORRUGATED METAL PIPE (CMP) FOR SIZES 18- TO 120-INCH AND MUST MEET ASTM A760 OR ASTM A796 AND BE INSTALLED PERASTM A798. CMP MAY NOT BE INSTALLED WITHIN 10-FEET OF A WATERMAIN, WATER SERVICE, OR A BUILDING.F.ALL STORM SEWER JOINTS AND STRUCTURE CONNECTIONS SHALL BE GASTIGHT OR WATERTIGHT AS REQUIRED BY MINNESOTAPLUMBING CODE, PART 707.3. STORM SEWER LOCATED WITHIN 10-FEET OF A BUILDING AND/OR WATER LINE SHALL BE TESTED PERMINNESOTA PLUMBING CODE, PART 712.15.ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE (TRACER) WIRE PER MINNESOTA RULES, PART 7560.0150.16.POST INDICATOR VALVES SHALL BE CLOW F-5750 (OR EQUIVALENT) MEETING AWWA STANDARD C509 AND CITY STANDARDS. VALVE TOBE MECHANICAL JOINT RESILIENT WEDGE GATE VALVE. POST TO BE ADJUSTABLE FOR 8 FEET WATER MAIN DEPTH. THE ELECTRICAL ALARMSWITCH SHALL BE PART NO. PCVS2 (OR EQUIVALENT).17.AFTER CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN AS-BUILT RECORD OF UTILITYCONSTRUCTION. THE AS-BUILT SHALL INCLUDE LOCATION AND LENGTH DEVIATIONS OR CHANGES TO THE PLAN. CONTRACTOR TOVERIFY WITH OWNER OR ENGINEER WHETHER A PLAN WITH POST-CONSTRUCTION ELEVATIONS IS REQUIRED.18.ALL MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLAN REFLECT THE SUMPED ELEVATIONS.19.ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05FEET. RIM ELEVATIONS ON PLAN REFLECT THE SUMPED ELEVATIONS.GENERAL UTILITY NOTESSDTNOT FOR CONSTRUCTION0'30'60'90'1" = 30'A.CONNECT TO EXISTING. COORDINATE CONNECTION WITH THE CITY.UTILITY KEYNOTEA GASGASGASGASGASGASGASGASGAS GAS GAS PUG PUG PUGPUG PUG PUG PUG PUG PUGFOFOFOFOFOFOFOFOFOFOFOFO FO FO FOFOFO FO FOPUGPUGPUGPUG WAT PUG PUG PUG PUG PUG PUG PUGPUGPUGPUGPUGPUGGAS GAS CTVCTV FO FO FO FOFOFOFOFOFOFOFO FO FO FO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FOPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGFOFOFOFOFOFOFOFOFOFOFOFO FOFOFOFOTUGPUGPUG PUGPUGPUGPUG PUG PUG PUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUG PUG PUG PUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGXXXFO FOFOFOFOFOFOFOFOFOFOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO STO STOSTO ST OSTOSTOSTOSTOSTOSTOSANSANSANSANSAN20.00STOSANSTO STO WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATFRANCE AVENUE SOUTH COUNTY ROAD NO. 17 WEST 70TH STREET8882010 20 10 UTILITY EASEMENT PER THE PLATOF YORKTOWN DOC. NO.1033725 (ITEM NO. 11)22822TELECOMMUNICATIONS EASEMENTPER DOC. NO. 983149 (ITEM NO. 12)SANITARY SEWER EASEMENTPER DOC. NO. (ITEM NO. 11)1520 15SCENIC AND OPEN SPACE EASEMENT INFAVOR OF EDINA VILLAGE (NOW CITY)PER DOC. NO. 1033728 (ITEM NO. 14)SCENIC AND OPEN SPACE EASEMENT INFAVOR OF EDINA VILLAGE (NOW CITY) PERDOC. NO. 1033728 (ITEM NO. 14)1010PUBLIC ROAD EASEMENT IN PER DOC.NO. 1036934 (ITEM NO. 15)STREET RIGHT OF WAY DEDICATED IN THE PLAT OFYORKTOWN DOC. NO. 1033725 (ITEM NO. 16)40 40 HIGHWAY EASEMENT PER DOC. NO.2189613 (ITEM NOS. 15 & 16)HIGHWAY EASEMENT PER DOC.NO. 2189613 (ITEM NOS. 15 & 16)PUBLIC STREET, DRAINAGE & UTILITYEASEMENT PER DOC. NO. T4859947(ITEM NO. 16)SIDEWALK & UTILITY EASEMENT PERDOC. NOS. T05067233 &T05132844(ITEM NO. 17)SIDEWALK & UTILITY EASEMENTPER DOC. NOS. T05067233 &T05132844 (ITEM NO. 17)TELECOMMUNICATIONSEASEMENT PER DOC. NO.983149 (ITEM NO. 12)EEEEEEEEEMGTSTSTSTSTSTSTSTSTTVTVHHTTTTSTOSTOSTOSTORIM=871.0FULL OFDEBRISRIM=870.6INV(E)=866.4INV(NE)-866.3RIM=871.6INV(E)=865.1INV(W)=864.9INV(S)=866.1RIM=869.1INV(E)=864.5RIM=868.3INV(N/E)=864.3INV(W)=863.6RIM=866.7INV(N)=862.7INV(S)=863.0INV(E/W)=862.6RIM=866.5INV(N)=862.6INV(E)=862.5INV(W)=861.7RIM=871.5INV(E)=867.215"RCPRIM=867.5INV=863.2RIM = 862.97IE = 855.15 (CITY AS-BUILT)RIM=866.8INV(E)=859.4INV(W)=859.1RIM=862.8INV(N)=857.2INV(E)=859.2INV(SE)=857.5INV(SW)=856.3RIM=866.2INV=863.3RIM=869.5FULLOFWATERRIM=871.1INV=868.0RIM=863.4FULL OF ICE & DEBRISRIM=863.1INV(NE)=859.6INV(W)=859.1RIM=861.2INV=858.112" RCPRIM=861.8INV(E)=857.7INV(W)=858.2INV(S)=857.6RIM=862.1INV=857.912" RCPRIM=862.5INV(N)=852.8INV(S)=852.615" RCP21" RCPS12" RCP21" RCP12" RCP21" RCP9" CLAY @ 0.8%24" RCP24" RCP24" RCP12" RCP 8"PVC 12"RCPST-5ST-6ST-4ST-3ST-2ST-116" ASH13" LCH14" ASHGW: 853.5ST-106GW: 852.7GW: 853.5GW: 857.5GW: 848.6GW: NOT OBSERVEDGW: NOT OBSERVEDST-101GW: 852.9ST-102GW: 853.5ST-103ST-104GW: 854.6ST-105GW: NOT OBSERVEDGW: 853.4ST-107GW: NOT OBSERVEDST-108GW: NOT OBSERVED15" RCPSTOSTOSTOCOMMERCIAL/RETAIL SPACEFOOTPRINT = 44,300 SFFFE (TENANT A) = 870.00FFE (TENANT B) = 870.00FFE (TENANT C) = 867.50FFE (TENANT D) = 869.20FFE (OFFICE LOBBY) = 869.20FFE (LOADING DOCK) = 866.00MULTI-FAMILY HOUSINGBUILDING FOOTPRINT = 52,050 SFFFE (RESIDENTIAL) = 870.75PARKING RAMPFOOTPRINT = 23,595 SFFFE = 866.50LOE = 866.50LFE = 866.50LFE = 856.00LFE = 860.00LFE = 860.75LFE = 857.00XXPROPOSED FINANCIALINSTITUTIONFOOTPRINT = 6,200 SFFFE = 866.00LFE = 866.00LOE = 866.00XXXXXLOE = 866.00LFE = 856.00LOE = 867.00LFE = 857.00CTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVPUGPUGPUGCTVCTVCTVCTVCTVCTVPUGPUGPUGPUGPUG18" PVC ROOF DRAINIE=863.6415" PVC ROOF DRAINIE=861.0090" CONTECH CMP PIPESBOTTOM OF ROCK=855.50BOTTOM OF PIPES=856.50OUTLET ELEVATION=858.50INFILTRATION VOLUME=18,792 CF100-YEAR FLOOD VOLUME=60,076 CF100-YEAR HWL=863.34STMH 101RIM=863.36IE(S,N,E)=856.6028 LF - 15" RCP@ 1.07%54 LF - 15" RCP @ 1.43%REPLACE STMH 100RIM=863.13IE(W,N)=856.30STMH 102RIM=864.76IE(SW,E)=857.37202 LF - 15" RCP @ 0.50%STMH 103RIM=866.71IE(NE,W)=858.38OCS 104RIM=866.37IE(N)=856.50IE(SW)=858.5024 LF - 15" RCP @ 0.50%CBMH 201RIM=865.36IE(S)=860.66IE(E)=860.58IE(NW)=859.00CB 210RIM=866.22IE(E)=862.7260 LF -21" RCP@ 0.50%STMH 200RIM=866.65IE(W)=862.60IE(SE)=858.70IE(N)=856.503' SUMP=853.50CB 220RIM=865.60IE(W,E)=862.10190 LF - 12" RCP @ 0.50%88 LF - 12" RCP @ 0.50%STMH 202RIM=867.67IE(N)=862.69IE(S)=861.66IE(W)=861.536 LF - 18" PVC@ 2.00%30 LF - TRENCHDRAIN @ 1.00%TRENCH DRAINRIM=869.60IE=868.72TRENCH DRAINRIM=869.72IE=868.72CBMH 301RIM=870.60IE(E)=866.40IE(S,N)=865.0633 LF - 15" RCP @ 0.48%REBUILD STMH 300RIM=871.60IE(N)=867.05IE(E)=865.10IE(S)=864.90IE(W)=864.90CBMH 203RIM=867.00IE(N,S)=863.0265 LF - 12" STM@ 0.50%CONNECT TOCONTECH CMP PIPE.IE=859.8018" PVC ROOF DRAINIE=863.006 LF - 18" PVC@ 2.00%CONNECT TOCONTECH CMP PIPE.IE=859.8018" PVC ROOF DRAINIE=864.506 LF - 18" PVC@ 2.00%CONNECT TOCONTECH CMP PIPE.IE=859.8018" PVC ROOF DRAINIE=864.506 LF - 18" PVC@ 2.00%CONNECT TOCONTECH CMP PIPE.IE=859.8018" PVC ROOF DRAINIE=863.6845 LF - 18" PVC@ 2.00%CONNECT TOCONTECH CMP PIPE.IE=859.8018" PVC ROOF DRAINIE=863.0445 LF - 18" PVC@ 2.00%CONNECT TOCONTECH CMP PIPE.IE=859.8023 LF -12" RCP@ 0.50%17 LF - 15" PVC @ 2.00%CBMH 302RIM=869.51IE(S)=868.70IE(E)=866.00IE(N)=865.35CB 310RIM=870.77IE=867.2772 LF - 12" RCP @ 0.48%29 LF - 12" RCP@ 4.38%REFER TO US BANK LOT PLANS FORLOT SPECIFIC UTILITY INFORMATIONSUMP MH 230RIM=867.14IE(W)=862.14IE(E)=859.88SUMP=856.88SUMP MH 240RIM=868.50IE(W)=862.78IE(E)=859.88SUMP=856.88SUMP MH 250RIM=869.87IE(W)=864.38IE(E)=859.88SUMP=856.88SUMP MH 260RIM=870.64IE(E)=864.38IE(W)=859.88SUMP=856.88SUMP MH 270RIM=868.94IE(E)=862.88IE(W)=859.88SUMP=856.88SUMP MH 280RIM=867.64IE(E)=863.52IE(W)=859.88SUMP=856.88ADJUST STORMMANHOLE CASTINGRIM=862.95SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 N:\0029211.10\DWG\CIVIL\0029211.10UT01.DWG EDINA, MN05/13/20227001 FRANCESTORM SEWER PLAN 7001 FRANCEC401 .05/13/2022 DAVID T. BADE . . . 10/16/2020 4530 WEST 77TH STREET SUITE #365 EDINA, MN 55435 ORION/MORTENSON :HVWZRRG3URIHVVLRQDO6HUYLFHV,QFCommon Ground AllianceCall 48 Hours before digging:811 or call811.com### ### or ## 09/13/2021 01/26/2022 02/08/2022 05/06/2022 05/13/2022 PRELIMINARY DEVELOPMENT PLAN / PUD WATERSHED COMMENTS COUNTY SUBMITTAL CITY STORMWATER COMMENTS SITE PLAN REVIEWPROJECT NUMBER: 0029211.10SANEXISTINGPROPOSEDSANITARY SEWERSTOSTORM SEWERWATWATER MAINEASEMENT LINEPROPERTY LINEWATHYDRANTGATE VALVEDRAIN TILEFLARED END SECTION (WITH RIPRAP)LIGHT POLEGASGASGASPUGUNDERGROUND ELECTRICPUGTUGUNDERGROUND TELEPHONETOHPOHOVERHEAD ELECTRICPOHTOHOVERHEAD TELEPHONETOHFOTELEPHONE FIBER OPTICFOCTVCABLE TELEVISIONCTVFMFMSANITARY SEWER FORCE MAINCURB AND GUTTERUTILITY LEGEND1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESEPLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THEINFORMATION SHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIORTO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OF DISCREPANCIES.2.ALL SANITARY SEWER, STORM SEWER AND WATER MAIN MATERIAL AND INSTALLATIONS SHALL BE PER CITY REQUIREMENTS, MINNESOTAPLUMBING CODE, AND IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICELINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OFMINNESOTA.3.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL, STATE AND LOCAL PERMITS FOR THE PROPOSEDWORK OR VERIFY WITH THE OWNER OR ENGINEER THAT PERMITS HAVE BEEN OBTAINED. PERMIT FEES SHALL BE THE RESPONSIBILITY OFTHE CONTRACTOR UNLESS OTHERWISE ARRANGED WITH THE OWNER.4.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF DOORWAYS, RAMPS, TRUCK DOCKS,PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY CONNECTION LOCATIONS.5.ALL PRIVATE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE APPROPRIATE UTILITY COMPANY.THE CONTRACTOR SHALL COORDINATE THE SERVICE LINE CONSTRUCTION WITH THE UTILITY COMPANIES.6.CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY PERMITS FOR UTILITY CONNECTIONS, AND UTILITIES SHALL BE INSPECTED ANDAPPROVED BY THE CITY. THE CITY SHALL BE NOTIFIED 48-HOURS PRIOR TO COMMENCING WITH THE UTILITY CONSTRUCTION OR ANYREQUIRED TESTING. CONTRACTOR SHALL NOT OPERATE, INTERFERE WITH, CONNECT ANY PIPE OR HOSE TO, OR TAP ANY WATER MAINBELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF SCHEDULED ORUNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE TO BE THE RESPONSIBILITY OF THE CONTRACTOR.7.WATER MAIN LENGTHS AS SHOWN ARE APPROXIMATE HORIZONTAL LENGTHS. ALLOW FOR ADDITIONAL PIPE WHEN INSTALLING ONSLOPES OR WHEN DEFLECTIONS ARE REQUIRED. THE JOINT DEFLECTIONS SHALL NOT EXCEED THE MAXIMUM RECOMMENDED BY THE PIPEMANUFACTURER OR BY LOCAL GOVERNING SPECIFICATIONS. FITTINGS REQUIRED TO CONSTRUCT WATER MAIN SHALL BE INCLUDED INWATER MAIN CONSTRUCTION.8.PROVIDE WATER MAIN THRUST RESTRAINTS PER CITY STANDARD REQUIREMENTS.9.A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER LINE CROSSINGS WITH SANITARY SEWER OR STORMSEWER. THE WATER LINE SHALL NOT HAVE JOINTS OR CONNECTION WITHIN 10-FEET OF THE CROSSING. INSULATE CROSSINGS WITHSTORM SEWER.10.UTILITY SERVICES TYPICALLY TERMINATE 5' OUTSIDE BUILDING WALL UNLESS OTHERWISE SHOWN OR NOTED.11.DUCTILE IRON WATER LINES SHALL BE CLASS 52, PER AWWA C115 OR C151. COPPER WATER LINES SHALL BE TYPE K PER ASTM B88. PVCWATER LINES SHALL BE PER AWWA C900 AND INSTALLED PER AWWA C605 IF ALLOWED BY CITY.12.ALL WATER LINES SHALL HAVE 7.5' MINIMUM COVER. INSULATE WATER MAIN IF LESS THAN 7.5' OF COVER. INSULATION SHALL BE DOWSTYROFOAM HI BRAND 35 OR EQUIVALENT, WITH 4 INCHES OF THICKNESS.13.SANITARY SEWER PIPE OUTSIDE THE BUILDING ENVELOPE SHALL BE POLYVINYL CHLORIDE (PVC) SDR 35 OR 26. SDR 26 IS REQUIRED FORDEPTHS GREATER THAN 15 FEET. SANITARY SEWER PIPE WITHIN 5 FEET OF THE BUILDING AND UNDER FOOTINGS SHALL BE SCHEDULE 40PER ASTM D2665. ALL PLASTIC SANITARY SEWER SHALL BE INSTALLED PER D2321. SOLVENT WELD JOINTS MUST INCLUDE USE OF APRIMER WHICH IS OF A CONTRASTING COLOR TO THE PIPE AND CEMENT. ALL SANITARY SEWER SHALL BE TESTED ACCORDING TOMINNESOTA PLUMBING CODE, PART 712.0.14.STORM SEWER PIPE:A.RCP AND HDPE PIPE MAY BE INSTALLED WITH APPROVAL OF LOCAL GOVERNING AGENCY.B.REINFORCED CONCRETE PIPE SHALL BE CLASS 5 FOR PIPE DIAMETERS 18" AND SMALLER, CLASS 3 FOR PIPE DIAMETERS 21" ANDLARGER UNLESS OTHERWISE NOTED, PER ASTM C76 WITH R-4 GASKETS.C.HDPE STORM PIPE 4- TO 10-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OF AASHTO M252. HDPE STORM PIPE 12- TO60-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OF ASTM F2306. FITTINGS SHALL BE PER ASTM D3212 AND INSTALLED PERASTM D2321.D.PVC STORM SEWER PIPE AND FITTINGS SHALL BE SCHEDULE 40 PIPE PER ASTM D2665 AND INSTALLED PER ASTM D2321.E.CORRUGATED METAL PIPE (CMP) FOR SIZES 18- TO 120-INCH AND MUST MEET ASTM A760 OR ASTM A796 AND BE INSTALLED PERASTM A798. CMP MAY NOT BE INSTALLED WITHIN 10-FEET OF A WATERMAIN, WATER SERVICE, OR A BUILDING.F.ALL STORM SEWER JOINTS AND STRUCTURE CONNECTIONS SHALL BE GASTIGHT OR WATERTIGHT AS REQUIRED BY MINNESOTAPLUMBING CODE, PART 707.3. STORM SEWER LOCATED WITHIN 10-FEET OF A BUILDING AND/OR WATER LINE SHALL BE TESTED PERMINNESOTA PLUMBING CODE, PART 712.15.ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE (TRACER) WIRE PER MINNESOTA RULES, PART 7560.0150.16.POST INDICATOR VALVES SHALL BE CLOW F-5750 (OR EQUIVALENT) MEETING AWWA STANDARD C509 AND CITY STANDARDS. VALVE TOBE MECHANICAL JOINT RESILIENT WEDGE GATE VALVE. POST TO BE ADJUSTABLE FOR 8 FEET WATER MAIN DEPTH. THE ELECTRICAL ALARMSWITCH SHALL BE PART NO. PCVS2 (OR EQUIVALENT).17.AFTER CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN AS-BUILT RECORD OF UTILITYCONSTRUCTION. THE AS-BUILT SHALL INCLUDE LOCATION AND LENGTH DEVIATIONS OR CHANGES TO THE PLAN. CONTRACTOR TOVERIFY WITH OWNER OR ENGINEER WHETHER A PLAN WITH POST-CONSTRUCTION ELEVATIONS IS REQUIRED.18.ALL MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLAN REFLECT THE SUMPED ELEVATIONS.19.ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05FEET. RIM ELEVATIONS ON PLAN REFLECT THE SUMPED ELEVATIONS.GENERAL UTILITY NOTESSDTNOT FOR CONSTRUCTION0'30'60'90'1" = 30'12" SIDE SPACING(TYP.)12"36" INTERIOR SPACING(TYP.)90"'(TYP.)LAST REVISED:08/11/17UNDERGROUND CONTECH STORMWATER STORAGEST20WASHED COURSE AGGREGATE40% VOIDSSUITABLE SUBGRADE MATERIALPAVEMENT SECTION. SEE DETAIL FORSPECIFIC DEPTHS.ON-SITE FILL MATERIAL24" INLET PIPEBOTTOM OF SAND = 855.50SEE PLAN FOR PIPELENGTH24" CONNECTION PIPE6"WEIR WALLELEVATION = 858.5015" STRUCTURE OUTLET PIPEHEADER PIPE PROFILEIE = 856.50IE = 856.50IE = 858.24NOT TO SCALEFOR REFERENCE ONLY. CONTRACTOR TO PROVIDE ENGINEERWITH SHOP DRAWINGS PRIOR TO CONSTRUCTION.SEE PLANLAST REVISED:09/14/20ST04OCS 502 - FROM STORMTECH CHAMBERSAANOTES:1.BASE TO BE GROUTED TO FORM A SMOOTH INVERT TO OUTLET.2.PIPE CUT-OUTS TO BE LOCATED WHERE REQUIRED.3.SEE DETAIL ST16 FOR CASTING TYPE.CONCRETE MANHOLEAND BASE TO BECRETEX TYPE 433B ORAPPROVED EQUALMANHOLE COVER TOBE CRETEX TYPE II WITHEITHER 27" ROUND OR24"x36" RECTANGULAROPENINGMINIMUM OF TWO 2"ADJUSTING RINGS24" PVCSECTION A-APLANWEIR ELEVATION(SEE PLAN)WEIR = 858.0015" RCPIE = 857.5624" PVC FROM STORMTECHSYSTEM. VERIFY PIPE SIZE ANDINVERT WITH STORMTECH PLANSIE = 857.0012" PVC MANIFOLD FROM STORMTECHSYSTEM. VERIFY PIPE SIZE AND INVERTWITH STORMTECH PLANS15" RCP SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 N:\0029211.10\DWG\CIVIL\0029211.10DT01.DWG EDINA, MN05/13/20227001 FRANCECITY DETAILS 7001 FRANCEC500 .05/13/2022 DAVID T. BADE . . . 10/16/2020 4530 WEST 77TH STREET SUITE #365 EDINA, MN 55435 ORION/MORTENSON :HVWZRRG3URIHVVLRQDO6HUYLFHV,QFCommon Ground AllianceCall 48 Hours before digging:811 or call811.com### ### or ## 09/13/2021 01/26/2022 02/08/2022 05/06/2022 05/13/2022 PRELIMINARY DEVELOPMENT PLAN / PUD WATERSHED COMMENTS COUNTY SUBMITTAL CITY STORMWATER COMMENTS SITE PLAN REVIEWPROJECT NUMBER: 0029211.10NOT FOR CONSTRUCTION0'#########1" = ### SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 N:\0029211.10\DWG\CIVIL\0029211.10DT01.DWG EDINA, MN05/13/20227001 FRANCEDETAILS 7001 FRANCEC501 .05/13/2022 DAVID T. BADE . . . 10/16/2020 4530 WEST 77TH STREET SUITE #365 EDINA, MN 55435 ORION/MORTENSON :HVWZRRG3URIHVVLRQDO6HUYLFHV,QFCommon Ground AllianceCall 48 Hours before digging:811 or call811.com### ### or ## 09/13/2021 01/26/2022 02/08/2022 05/06/2022 05/13/2022 PRELIMINARY DEVELOPMENT PLAN / PUD WATERSHED COMMENTS COUNTY SUBMITTAL CITY STORMWATER COMMENTS SITE PLAN REVIEWPROJECT NUMBER: 0029211.104"LAST REVISED:08/08/17WM06WATERMAIN INSULATIONSEWERWATERMINIMUM 2INSULATION LAYERSWITH JOINTSSTAGGERED6" COMPACTEDGRANULAR FILLWATERMAINW.M. COVER WIDTH (W) 4.0'-4.9'8' 5.0'-5.9'6' 6.0'-7.0'4' 7.0' + 0'NOTES:1.INSULATION SHALL BE EXTRUDED POLYSTYRENE (XEPS) INSULATION BOARD, "CERTIFOAM SE" OR"STYROFOAM SM" OR EQUIVALENT.2.INSULATION SHALL BE PLACED ON A SMOOTH, LEVEL FOUNDATION WHICH HAS BEEN FIRMLY COMPACTED.3.SEPARATE LAYERS OF INSULATION USED TO MAKE UP THE 4" THICKNESS SHALL HAVE STAGGERED JOINTSTO ENSURE THE CONTINUITY OF THE INSULATION.4.ALL WATERMAIN/ STORM SEWER CROSSINGS WITH LESS THAN 36" CLEARANCE SHALL BE INSULATED.5.SANITARY SEWER INSULATION SIMILARMINIMUM 1 1/2" THICK INSULATIONLAYERS WITH JOINTS STAGGEREDAND EXTENDING 4' EACH WAYFROM WATERMAIN C/LMECHANICAL COMPACTEDBACKFILL6"W/2W/218" MIN.INSULATION FOR SHALLOW WATER MAININSULATION AT PIPE CROSSING4"ENTRANCE THRU CURB AND GUTTERSI07NOTES:1.1/2" PREFORMED JOINT FILLER MATERIAL- AASHTO M2132.CONCRETE GUTTER SHALL BE PER MnDOT SPEC 2531LAST REVISED:08/15/17PLAN VIEWSECTION A-A1/2" EXPANSION JOINT 3'R MIN.VARIABLE WIDTH TO BE STAKED IN FIELD1/2" EXPANSION JOINT IFMATCHING CONCRETE3'3'R MIN.1/2" EXPANSION JOINTFLOW LINETO BE PAID AS 6" CONC. APRONTO BE PAID AS CONC. C&G TO BE PAID AS CONC. C&GBIT. SURFGUTTERAS DIRECTED BY ENGINEER3.0'TO BE PAID AS6" CONC. D.W.TO BE PAID AS 6" CONC. APRONAA6" MAX.AANOTES:1.PROVIDE A RELATIVELY FLAT MINIMUM 4'x4' LANDING BEHIND THE PEDESTRIAN RAMP, 2% MAXIMUM CROSS SLOPE BOTH DIRECTIONS.2.CURB RAMP AREA TO BE CONCRETE AND MEET LATEST ADA REQUIREMENTS. RAMP CROSS SLOPE 2% MAXIMUM. BACK-TO-BACK PEDESTRIAN RAMPS SHALL HAVE MINIMUM 48'' LANDING BETWEEN, OR PROVIDE AT-GRADE CROSSING.3.SIDE FLARES TO BE CONCRETE AND IMPLEMENTED WHERE ADJACENT TO PAVED AREAS. FLARED SLOPE TO BE 10% MAXIMUM. EXISTING CURB RAMP ALTERATIONS, WITH NO LANDING, SHALL BE 8.33% MAXIMUM. PROVIDE 10% MAXIMUM SLOPE, UNLESS NOTED OTHERWISE.4.ANY VERTICAL LIP THAT OCCURS AT THE FLOW LINE MAY NOT BE GREATER THAN 1/4 INCH.5.ADA REQUIRED DETECTABLE WARNING SURFACE(TRUNCATED DOMES) SHALL BE 2' MIN. IN DIRECTION OF LANDING AT CURB AND SHALL EXTEND THE FULL WIDTH OF THE LANDING. AREA SHALL BE CONTRASTING COLOR TO THE ADJACENT WALKING SURFACE WITH A PREFABRICATED CAST IRON TRUNCATED DOME INSERT MEETING THE ADA DOME SIZE AND SPACING REQUIREMENTS.ALAST REVISED:08/15/17PUBLIC PEDESTRIAN CURB RAMPSI09AA332233FACE OFCURBBACK OFCURBFACE OFCURB15158"5' MIN.4' MIN. ORPER PLAN5' MIN.5'-4" MIN. 2' 8"5' MIN.5' MIN.4' MIN. ORPER PLAN5'-4" MIN. 2'CURB FACEOR GUTTER5% APPROACHSLOPE MAXSEE NOTE #41/2" PREFORMEDJOINT FILLER MATERIALRAMP5'-4" MIN.LANDING4' MIN.RAMP 8.33%MAX. SLOPECONCRETE WALKDET. WARN.SURFACEROUND ALL SLOPEDINTERSECTIONSSIDE FLARE 10%MAX. SLOPESIDE FLARE5' MIN.RAMP4' MIN.SIDE FLARE5' MIN.ELEVATION OF RAMPSECTION A-APLAN VIEW OF DIAGONAL RAMPPLAN VIEW OF PERPENDICULAR RAMPNOTES:1.TAPED AREAS TO BE CENTERED AND ALIGNED ON CENTER LINE AND LANE LINES. MAKE ADJUSTMENTS IN CENTER MEDIAN AREA.2.ZEBRA CROSSWALKS SHALL BE WHITE POLYMER-PREFORMED TAPE OR AN ACCEPTABLE EQUIVALENT APPROVED BY THE ENGINEER.3.A MINIMUM OF 1.5 FT. CLEAR DISTANCE MUST BE LEFT ADJACENT TO CURB. IF LAST STRIPED AREA FALLS INTO THIS DISTANCE, IT MUST BE OMITTED.4.REMOVE ALL CONFLICTING PAVEMENT MARKINGS AS DIRECTED BY THE ENGINEER.5.AT SKEWED CROSSWALKS, THE TAPED AREAS ARE TO REMAIN PARALLEL TO THE LANE LINES.6.WHERE PAVEMENT MARKINGS CAN NOT BE INLAYED INTO THE HOT MAT, PAVEMENT SHALL BE GROOVED FOR THE INSTALLATION OF THE POLYMER-PREFORMED MARKINGS. SEE Mn/DOT STANDARD SPECIFICATION 2564.LAST REVISED:08/15/17CROSS WALK STRIPINGSI11PAVEMENT MARKING(TYP.)DRIVING LANE(WIDTH VARIES)6 FT3 FT 3 FTDRIVING LANE(WIDTH VARIES)ROADCLNOTE:1.ALL TRAFFIC FLOW ARROWS TO BE SOLID WHITE REFLECTIVE TRAFFIC PAINT AS PER DIMENSIONS ABOVETRAFFIC ARROWLAST REVISED:08/15/17SI132.001.753.751.002.00R4.75HANDICAP SYMBOLLAST REVISED:08/15/17HANDICAP ACCESSIBLE SIGNAGE AND STRIPINGSI15HANDICAP SIGNNOPARKINGNOTE:BOTTOM OF SIGNS TO BE MOUNTED60"-66" FROM PARKING GRADE, SEESIGN POST INSTALLATION DETAILHANDICAP PARKINGNOTE:STRIPING TO MATCHPARKING, UNLESSPER LOCAL CODENOTE:SEE PLAN FOR PARKING LAYOUTNOPARKINGPARKINGVEHICLE IDREQUIREDUP TO $200 FINEFOR VIOLATIONVANACCESSIBLENOPARKING ACCESS AISLEHANDICAP PARKING SPACE WITHPAINTED INTERNATIONAL SYMBOL OFACCESSIBILITY WITH CONTRASTINGSQUARE BACKGROUND, CENTEREDTOWARD DRIVE AISLE.HANDICAP PARKINGSIGNS, 12"X18", OR PERLOCAL CODEHANDICAP SIGNCENTERED AT HEAD OFSPACE ON CENTER STRIPEHANDICAP PARKING ACCESSAISLE WITH PAINTED 12"HIGH LETTERING OF "NOPARKING" CENTEREDTOWARD DRIVE AISLEPER CITY CODE HANDICAP VANACCESSIBLE PARKINGSIGN, 12"X16", OR PERLOCAL CODE, ASAPPLICABLEFACE OF CURBSIDEWALKHANDICAP SIGNCENTERED AT HEAD OFSPACE, 2' MIN. AND 8'MAX. FROM FACE OFCURB2"-0"2"-0"10" DIAMETER CENTERSYMBOL IN PARKING STALL,ALL LINES TO BE 5" WIDE2"-0"NOPARKING4" WIDE PAINTED STRIPINGAT 45 DEGREES AND AT 2'O.C. AT ACCESS AISLE8'MIN.8'MIN.8'MIN. SI19PAVEMENT SECTIONS SHOWN ARE FOR PLANNING PURPOSES ONLY.REFER TO GEOTECHNICAL REPORT FOR FINAL PAVEMENT SECTIONS.LAST REVISED:08/15/17PAVEMENT SECTIONS2" MnDOT TYPE SPWEA340E WEARING COURSE2" MnDOT TYPE SPNWB330E BASE COURSE8" MnDOT SPEC. 3138 CLASS 55" CONCRETE PAVEMENT W/ #4 REBAR AT 16" O.C. EACH WAY4" MnDOT SPEC. 3138 CLASS 5CONCRETE PAVEMENTBITUMINOUS PAVEMENT (HEAVY DUTY)BITUMINOUS PAVEMENT (STANDARD DUTY)COMPACTED SAND SUBGRADE (100% STANDARD PROCTOR)COMPACTED SAND SUBGRADE (100% STANDARD PROCTOR)MNDOT SPEC. 2357 BITUMINOUS TACK COAT1.5" MnDOT TYPE SPWEA340E WEARING COURSE2" MnDOT TYPE SPNWB330E BASE COURSE6" MnDOT SPEC. 3138 CLASS 5COMPACTED SAND SUBGRADE (100% STANDARD PROCTOR)MNDOT SPEC. 2357 BITUMINOUS TACK COAT6" COMPACTED CL. 5 AGGREGATEBASE, MNDOT 3138, 2211LAST REVISED:08/15/17HEAVY DUTY CONCRETESECTION LOADING DOCKSI21NOTES:1.CONCRETE SHALL BE REINFORCED WITH WELDED WIRE FABRIC OR REINFORCED BARS TO ASSIST IN CONTROLLING CRACKING FROM DRYING SHRINKAGE AND THERMAL CHANGES.2.SAWED OR FORMED CONTROL JOINTS SHOULD BE INCLUDED FOR EACH 225 SQUARE FEET OF AREA OR LESS (15 FEET BY 15 FEET). CONTRACTOR SHALL PREPARE JOINTING PATTERN AND SUBMIT TO ENGINEER PRIOR TO CONSTRUCTION.3.SAW CUTS SHOULD NOT CUT THROUGH THE WELDED WIRE FABRIC OR REINFORCING STEEL AND DOWELS SHOULD BE UTILIZED AT FORMED AND/OR COLD JOINTS.4.DOWELS SHALL BE UTILIZED AT FORMED AND/OR COLD JOINTS. DOWELS SHALL BE 30" LONG 1/2" DIAMETER SMOOTH AND GREASED TIE BARS AT 30" SPACING, MINIMUM 18" FROM PAVEMENT EDGE.7" 4000 PSI TYPE 3 CONCRETESURFACE COMPACTION2"4"AAMOUNTABLE CURB & GUTTERCONSTRUCTION AT CATCH BASINLAST REVISED:08/15/17SI28PERSPECTIVESECTION A-ANOTE:MOUNTABLE CURB & GUTTER TO BEFORMED INTO A B618 TYPE AT CATCH BASINMOUNTABLE CONCRETECURB & GUTTERCATCH BASIN FRAME& COVER#4 REBAR2" DEPRESSION10' MIN. TRANSITIONDESIGN GUTTERLINE GRADENEENAH FRAME & COVER R-3067-V WITHTYPE V GRATE OR APPROVED EQUALEXPANSION JOINTTOP OF CURB10' MIN.TRANSITION10' MIN.TRANSITIONFLOWNO SCALENO SCALEAALAST REVISED:08/15/17TRANSITION CURBSI31PERSPECTIVESECTION A-ANO SCALENO SCALEB6 STYLE CURBSEE DETAIL SI01TRANSITIONVARIESLAST REVISED:08/15/17SI40MODULAR BLOCK RETAINING WALL8"NOTE:CONTRACTOR TO PROVIDE ENGINEERING ANDSHOP DRAWINGS IF WALL IS GREATER THAN 4FEET TALL. CONTRACTOR TO SUBMIT WALLBLOCK TYPE, SIZE, AND COLOR FOR APPROVAL.1" - 1 1/4"SWALE AT TOP OF WALLMAY BE REQUIRED, VERIFY8" MIN. LOW PERMEABLE SOILFILTER FABRICUNIT DRAINAGE FILL(3/4" CRUSHED ROCKOR STONE)APPROXIMATE LIMITSOF EXCAVATION4" PERFORATED PVC DRAINTILEWRAPPED IN FILTER FABRIC,DAYLIGHT OR TO STORM SYSTEM,AS REQUIREDUNREINFORCED CONCRETE ORCRUSHED STONE LEVELING PADFINISHED GRADECONCRETE MODULAR BLOCKANCHORING PINS (AS REQUIRED)CAP UNIT, ADHERED TO TOPCOURSE WITH ADHESIVEFOUNDATIONSOILRETAINED SOILDESIGN HEIGHT LAST REVISED:08/15/17FENCE AT MODULAR BLOCK WALLSI41NOTE:CONCRETE SLEEVE (AND/OR FOOTING) TO BE SET DURING WALLCONSTRUCTION, NOT DRILLED THROUGH GEOGRID AFTERWARDS, WHEN DIRECTLY BEHIND UNITS.CONCRETE MODULARBLOCKFENCE POSTFENCE POST CONCRETEFOOTING AND SLEEVE,DIAMETER, AND DEPTH PERFENCE SPECIFICATIONSGEOGRIDCAP UNIT, ADHERED TO TOPCOURSE WITH ADHESIVEANCHORING PINS (AS REQUIRED)3.5' MIN. 12"12"TREADLAST REVISED:08/15/17CONCRETE STAIR AND RAILINGSI48NOTES:1.CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR APPROVAL. FIELD VERIFY CONDITIONS.2.RAILING AND STAIRS BOTH SIDES OF STAIRS AND PER ADA REQUIREMENTS.3.ALL HARDWARE TO BE GALVANIZED OR STAINLESS STEEL, AND FINISH TO MATCH RAILING.4.RAILING FINISH TO BE PRIMED AND PAINTED. COLOR TO PER OWNER.HAND RAIL, 1 1/2" DIAMETERTUBULAR STEEL, WELD ANDGRIND ALL JOINTS, POSTS 6'MAXIMUM SPACING3" RADIUS(TYP.)1/2" RADIUS,NOSECONCRETESTEPS WITHNON-SLIP FINISHMNDOT 3138 CLASS 5AGGREGATE BASE#4 REBAR @12" O.C. MAX.EACH WAY,3" CLEAR#5 REBAR @ NOSE,2" CLEAR(TYP.)ADJACENT PAVEMENT(TYP.)EXPANSION JOINT(TYP.)RAILING POST:SURFACE MOUNTOR EMBEDDED(6" DEPTH)TREAD SLOPE1/8" PER FT.SEE PLAN12"3'-0" 1'-6"12"1"6" RISERLAST REVISED:08/15/17SI50TYPICAL CURB CUT SECTION AT DRIVEWAYS3'18'3'TRANSITION TO B618CURBB618 CURB12'B618 CURBC/L DRIVEWAYSETBACK LINEPROPERTY LINE3NOTES:1.VERIFY DRIVEWAY LOCATION WITH DEVELOPER2.VERIFY MAXIMUM DRIVEWAY WIDTH WITH CITY3.LOCATION SHOWN TYPICAL FOR GARAGE RIGHT ON TANGENT OF THE ROADX'TRANSITION TO B618CURB12"MIN.LAST REVISED:08/15/17MACHINE SLICED SILT FENCE(HEAVY DUTY)GD03FLOWFLOW RUNOFFNOTES:1.INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN ACCUMULATED TO 1/2 THE HEIGHT OF THE FABRIC OR MORE.2.REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED.3.SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY.4.ALL ENDS OF THE SILT FENCE SHALL BE WRAPPED UPSLOPE SO THE ELEVATION OF THE BOTTOM OF FABRIC IS HIGHER THAN "PONDING HEIGHT".5."HEAVY DUTY" IS SAME AS MACHINE SLICED ONLY HAND INSTALLED.WOVEN MONOFILAMENT (36" WIDE)FILTER FABRIC, ATTACHSECURELY TO UPSTREAMSIDE OF POST WITH 3-50LBTENSILE STRENGTH PLASTICZIP-TIES PER POST WITHINTOP 8" OF FABRIC5' STEEL T-POSTFABRIC SLICED INTOSOIL WITHCOMPACTED BACKFILL5' STEEL T-POST6'-0" MAX.SPACINGSTANDARD DETAILPONDING HEIGHTTRENCH WITH NATIVE BACKFILLLAST REVISED:08/15/17CONSTRUCTION ENTRANCEGD05NOTES:1.FILTER FABRIC SHALL BE PLACED UNDER ROCK/WOOD CHIPS TO STOP MUD MIGRATION THROUGH ROCK/WOOD CHIPS.2.WOODCHIPS USED FOR CONSTRUCTION ENTRANCES MUST BE 80% NOT LESS THAN 2-INCHES AND NOT MORE THAN 5-INCHES. NO CHIPPED-UP MANUFACTURED WOOD AND/OR CHEMICALLY TREATED IS ALLOWED.3.ENTRANCES MUST BE MAINTAINED REGULARLY TO PREVENT SEDIMENTATION ON PUBLIC ROADWAYS. FUGITIVE ROCK OR WOODCHIPS WILL BE REMOVED FROM ADJACENT ROADWAYS DAILY OR MORE FREQUENTLY AS NECESSARY.4.LENGTH AND WIDTH TO BE ADJUSTED FOR SITE CONDITIONS.HARD SURFACEPUBLIC ROAD1"-2" WASHED ROCKOR WOODCHIPS PERSPECIFICATIONS18" MINIMUM CUT OFF TOMINIMIZE RUNOFF FROM SITEROCK=12" MIN.WOODCHIPS=18" MIN.2 0 ' M IN .WID TH 50' MIN.12' MIN.15' MIN.VARIESLAST REVISED:08/15/17CONCRETE WASHOUT AREAGD08AANOTES:1.CONCRETE WASHOUT AREAS WILL HAVE AN IMPERMEABLE LINER TO PREVENT CONCRETE WASHOUT WATER FROM INFILTRATING/CONTACTING WITH SOIL.2.IMPERMEABLE LINER INCLUDES 10 MIL POLY LINER OR COMPACTED CLAY LINER.3.WASHOUT SYSTEMS CAN BE USED AS ALTERNATE WASHOUT AREAS.ROOF ACCESSEARTH BERMMULCH & SEEDSILT FENCECONCRETEWASHOUT SIGNIMPERMEABLE LINERSILT FENCE1.5'MIN.SECTION A-APOCKETNOTES:1.ALL GEOTEXTILE USED FOR INLET PROTECTION SHALL BE MONOFILAMENT IN BOTH DIRECTIONS, (MEETING MnDOT SPEC. 3733 GEOTEXTILES)2.FINISHED SIZE (INCLUDING POCKETS) SHALL EXTEND A MINIMUM OF 10" AROUND THE PERIMETER TO FACILITATE MAINTENANCE OR REMOVAL.3.DO NOT INSTALL PROTECTION IN INLETS SHALLOWER THAN 30". THE INSTALLED BAG SHALL HAVE A MINIMUM SIDE CLEARANCE BETWEEN THE INLET WALLS AND THE BAG, MEASURED AT THE BOTTOM OF THE OVERFLOW HOLES, OF 3". WHERE NECESSARY THE CONTRACTOR SHALL CLINCH THE BAG (USING PLASTIC ZIP TIES) TO ACHIEVE THE 3" CLEARANCE.LAST REVISED:08/15/17STORM DRAINFILTER BAG INSERTGD10FLAP4"INLET SPECIFICATIONSTO MATCH THE PLANDIMENSION LENGTHAND WIDTH21MINIMUM DOUBLESTITCHED SEAMS ALLAROUND SIDE PIECESAND ON FLAP POCKETSFRONT, BACK, ANDBOTTOM TO BEMADE FROM SINGLEPIECE OF FABRIC2"x4" HOLE SHALL BEHEAT CUT INTO ALLFOUR SIDE PANELSUSE REBAR OR STEEL RODFOR REMOVAL ( FOR INLETSWITH CAST CURB BOX,REPLACE ROD WITH WOOD2" X 4") . EXTEND 10"BEYOND GRATE ON BOTHSIDES, SECURE TO GRATEWITH WIRE OR PLASTIC TIES412" 12"12"2"LAST REVISED:08/15/17INLET PROTECTION WITH ROCK LOGGD11NOTE:1.ALL GEOTEXTILE USED FOR INLET PROTECTION SHALL BE MONOFILAMENT IN BOTH DIRECTIONS. (MEETING SPEC. 3733 (TYPE 1) GEOTEXTILES, PROPOSED 2005 EDITION)ENDS SECURELYCLOSED TO PREVENTLOSS OF OPENGRADED AGGREGATEFILL. SECURED WITH50 PSI ZIP TIEOVERLAP ENDS 6"4' LONG AND 5" DIAMETER GEOTEXTILE SOCK.SEAM JOINED BY TWO ROWS OF STITCHINGWITH A PLASTIC MESH BACKING ORHEATBONDED. (OR APPROVED EQUIVALENT)FILL ROCK LOG WITH OPEN GRADEDAGGREGATE CONSISTING OF SOUND,DURABLE PARTICLES OF CRUSHED QUARRYROCK OR GRAVEL CONFORMING TO 3137,CA-3 (<1.5") GRADATION (OR EQUIVALENT).6"MAX.8"ANOTES:1.PROVIDE A RELATIVELY FLAT MINIMUM 4'x4' LANDING BEHIND THE PEDESTRIAN RAMP, 2% MAXIMUM CROSS SLOPE BOTH DIRECTIONS.2.CURB RAMP AREA TO BE CONCRETE AND MEET LATEST ADA REQUIREMENTS. RAMP CROSS SLOPE 2% MAXIMUM. BACK-TO-BACK PEDESTRIAN RAMPS SHALL HAVE MINIMUM 48'' LANDING BETWEEN, OR PROVIDE AT-GRADE CROSSING.3.SIDE FLARES TO BE CONCRETE AND IMPLEMENTED WHERE ADJACENT TO PAVED AREAS. FLARED SLOPE TO BE 10% MAXIMUM. EXISTING CURB RAMP ALTERATIONS, WITH NO LANDING, SHALL BE 8.33% MAXIMUM. PROVIDE 10% MAXIMUM SLOPE, UNLESS NOTED OTHERWISE.4.ANY VERTICAL LIP THAT OCCURS AT THE FLOW LINE MAY NOT BE GREATER THAN 1/4 INCH.5.RAMP AND FLARED SIDE SURFACE TO BE MEDIUM BROOM FINISH, PERPENDICULAR TO TRAVEL PATH.6.WALK SHALL BE PER MnDOT SPEC 2521 MIX NO. 3A32 WITH A 28-DAY DESIGN STRENGTH OF 3900-PSI.ALAST REVISED:08/15/17PRIVATE PEDESTRIAN CURB RAMPSI092PLAN VIEW OF DIAGONAL RAMPPLAN VIEW OF PERPENDICULAR RAMPSECTION A-AELEVATION OF RAMP32333FACE OFCURB5BACK OFCURB5FACE OFCURBCURB FACEOR GUTTER5% APPROACHSLOPE MAX1/2" PREFORMEDJOINT FILLER MATERIALRAMP 8.33%MAX. SLOPEROUND ALL SLOPEDINTERSECTIONSSIDE FLARE 10%MAX. SLOPECONCRETE WALK8" 5'-4" MIN.5' MIN.4' MIN. ORPER PLAN5' MIN.5'-4" MIN.5' MIN.5' MIN.4' MIN. ORPER PLANRAMP5'-4" MIN.LANDING4' MIN.SIDE FLARE5' MIN.RAMP4' MIN.SIDE FLARE5' MIN.AA1143'-0"7'-0"3'-0"SIGN INSTALLEDIN LANDSCAPE AREAHANDICAP STALL PARKING SIGNINSTALLED IN PARKING LOTNOTE:1.SIGN TO BE 2-SIDED WHERE HANDICAP PARKING STALLS FACE ONE ANOTHER.2.PARKING GRADE IS DEFINED AS EITHER FLOW LINE OF CURB OR PAVEMENT SURFACEAT THE HEAD OF THE STALL.12"LAST REVISED:06/15/19SIGN POST INSTALLATIONSI14CONCRETE CURB &GUTTERCAP REQUIRED2" GALVANIZEDSTEEL PIPE,ROUND, SET INCONCRETEMOWING EDGEPAVEMENT6" STEELCASINGCONCRETEFOOTING2'-0"MIN.10"BOTTOM OF THELOWEST SIGN TOBE MOUNTED60"-66" FROMPARKING GRADE2'-0"MIN.3'-6" MIN. FROSTDEPTH IF GREATERCONCRETE CROSS GUTTERSI06NOTES:1.1/2" PREFORMED JOINT FILLER MATERIAL- AASHTO M2132.CONCRETE GUTTER SHALL BE PER MnDOT SPEC 2531LAST REVISED:08/15/17EXPANSION JOINT(TYP.)SLOPE3/4" per ft3'7"#4 REBARSECTION A-A3' MIN.GUTTER FLOW LINEAA1LAST REVISED:01/09/20B6 STYLE CURB AND GUTTERSI01NOTES:1.EXPANSION JOINT SPACING IS 100'2.MIN. 3" CL. 5 UNDER C.&G.3.CURB SHALL BE PER MnDOT SPEC 25317"8"X"Y"6"13 1/2"Curb TypeXYB612B618B62424"18"12"20"26"32"SLOPE 3/4" PER FT.13R-3"R=3"R=1/2"TIP OUT SLOPE 3/4" PER FT.LAST REVISED:11/29/18FLUSH CURB AND GUTTERSI02-D12"8"20"SLOPE GUTTER TO MATCH(3/4" PER FT. TYP)TIP GUTTER OUT AS REQUIRED3" RADIUS1/2" RADIUS7"1/4" BACK8.5" SERVICE / DOCK1,561 SFCOURTYARDENTRYFUTUREVERTICALCIRCULATION34,977 SFPARKING5,058 SFLOBBY886 SFCOMMON / CIRCULATION2,373 SFBOH444 SFCOMMON / CIRCULATION501 SFRETAIL349 SFRETAIL522 SFRETAIL2,393 SFRETAIL SPACEEXITENTERSPEED RAMP UPSPEED RAMP DOWN0'-0"0'-0"0'-0"0'-0"UPPUBLIC BIKE STORAGE / REPAIR9101112131415232221242531323321?4567834353637383940414243171819202726282930COMMERCIAL/RETAIL SPACEFOOTPRINT = 44,300 SFFFE (HOSPITALITY) = 870.00FFE (OFFICE LOBBY) = 868.00FFE (LOADING DOCK) = 866.00MULTI-FAMILY HOUSINGBUILDING FOOTPRINT = 52,050 SFFFE (RESIDENTIAL) = 870.75PARKING RAMPFOOTPRINT = 23,595 SFFFE = 866.50LOE = 866.50LFE = 866.50TXXX60'-5"60'-5"198'-0"8'-0"8'-0"8'-0"8'-6"8'-6"8'-6"(13) STALLS(10) STALLS CCCCCC120'-10"1'-3"9"ELEVATOR & STAIRSSTAIRAASPEED RAMP UP403938373635343332313029282021111098765427262524230'-0"0'-0"0'-0"0'-0"321C22OPTION C2 - GROUND LEVELBB41424344454648495051525347PUBLIC BIKE STORAGE / REPAIR19PASS-THROUGHRAMP ACCESSPEDESTRIANRAMP ACCESSVEHICLEXXXXXXXXWAT CTVCTVCTVCTVCTV CTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVXXXXXX STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO STO STOSTOSTOSTO ST OSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSANSANSANSANSANSANSAN WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT70.00WEST 70TH STREET110N. LINE OF SEC. 32, TWP. 28, RGE. 24NW CORNER OF SEC. 32,70.00N89°50'44"E 505.00S00°11'54"E 496.57S89°48'06"W 524.96N00°12'08"W 476.97 28.27N44°49'18"EMT STSTSTSTSTSTSTTVTVHHTTTTSTO STOSTOSTOSTOSTOSTOSBAAAAAAGBCBCBCBCGGGCKGCBGCBGCBCBCBCBCBCBCBCBCBGGGCBCBCBCBCBCBCBBBGBHHAWALKCCIP PLANT BED CURBDCIP RETAINING WALLELIMESTONE FEATURESTREE GRATESFBENCH FEATURESGWASTE AND RECYCLINGHBIKE RACKSICANOPY/ PERGOLA FEATUREJSCULPTURAL/ ART MOMENTPLAN KEYNOTES:BPLANTING BEDKSTAIR W/HANDRAILSLMRETAINING WALLNSIGNAGEOTABLE AND CHAIRS CONCRETE PAVINGDECORATIVE PAVING ADECORATIVE PAVING BTURFPLANT BEDSTORM FILTRATION FEATURELANDSCAPE SITE PLAN HATCH LEGEND:SITE PLAN01L1.0 20'40'10'0'SCALE:1"=20'SignatureTyped or Printed NameLicense #DateCONFLUENCE PROJECT NUMBERDRAWN BYCHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNO T FO RCONSTRUCTION I hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of Minnesota9/10/2021 11:30:10 AM 20364JCTM70th & FranceResidential (Site A)70th & FranceResidential (Site A)7001 France Avenue South, Edina, MNSITE PLAN REVIEW5/13/2022No.DescriptionDateLANDSCAPE ARCHITECT530 N THIRD ST, SUITE 120,MINNEAPOLIS, MN 55102PH: 612.333.3702 FAX: 515.288.8359www.thinkconfluence.comL1.0SITE A LANDSCAPE SITE PLAN EXITENTERSPEED RAMP UPSPEED RAMP DOWN0'-0"0'-0"0'-0"0'-0"UPPUBLIC BIKE STORAGE / REPAIR9101112131415232221242531323321?4567834353637383940414243171819202726282930COMMERCIAL/RETAIL SPACEFOOTPRINT = 44,300 SFFFE (HOSPITALITY) = 870.00FFE (OFFICE LOBBY) = 868.00FFE (LOADING DOCK) = 866.00MULTI-FAMILY HOUSINGBUILDING FOOTPRINT = 52,050 SFFFE (RESIDENTIAL) = 870.75PARKING RAMPFOOTPRINT = 23,595 SFFFE = 866.50LOE = 866.50LFE = 866.50TXXXPROPOSED FINANCIALINSTITUTIONFOOTPRINT = 6,200 SFFFE = 866.00LFE = 866.00LOE = 866.00XXXXXXXXGAS GAS GAS GASFOFOFOFO FOFOFOFOFOFOFOFOFOFOFOFO FO FO FO FOFOFOFO FO FO FO FO WAT GAS GAS GASCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FOFOFOFOFOFOFOFOTUG TUGCTVCTVCTVCTVCTVCTV CTVCTVCTVCTVCTVCTVCTVCTVCTVCTVXXXXXXFO FO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOXXXX PUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGFND.STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO STOSTO STOSTOSANSANSANSANSANSANSANSTOWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWEST 70TH STREET110N. LINE OF SEC. 32, TWP. 28, RGE. 24TWP. 28, RGE. 24N89°50'44"E 505.00S00°11'54"E 496.57S89°48'06"W 524.96N00°12'08"W 476.97 28.27N44°49'18"E EEEEEEEMGGGTSTSTSTSTSTSTSTSTTVTVHHTTTTSTO STOSTOSTOSTOSTOSTOSCONCRETE PAVINGDECORATIVE PAVING ADECORATIVE PAVING BTURFPLANT BEDSTORM FILTRATION FEATURELANDSCAPE SITE PLAN HATCH LEGEND:TREESCOMMON / BOTANICAL NAMECONTCALAsSienna Glen Maple / Acer x freemanii `Sienna` TMB & B2.5"CalBnRiver Birch (Single Stem) / Betula nigraB & B2.5"CalGsSkyline Honey Locust / Gleditsia triacanthos `Skyline`B & B4.5"CalGcTrue North Kentucky Coffeetree / Gymnocladus dioica `UMNSynergy` TMB & B5.5"CalTgGreenspire Linden / Tilia cordata `Greenspire`B & B4"CalUpAmerican Elm / Ulmus americana `Princeton`B & B3.5"CalPLANT SCHEDULE SITE A PLANTINGSITE A LANDSCAPE PLANTING PLAN1L1.1 20'40'10'0'SCALE:1"=20'SignatureTyped or Printed NameLicense #DateCONFLUENCE PROJECT NUMBERDRAWN BYCHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FORCONSTRUCTIONI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of Minnesota9/10/2021 11:30:10 AM 20364JCTM70th & FranceResidential (Site A)70th & FranceResidential (Site A)7001 France Avenue South, Edina, MNSITE PLAN REVIEW5/13/2022No.DescriptionDateLANDSCAPE ARCHITECT530 N THIRD ST, SUITE 120,MINNEAPOLIS, MN 55102PH: 612.333.3702 FAX: 515.288.8359www.thinkconfluence.comL1.1SITE A LANDSCAPE PLANTINGPLANUNDERSTORY PLANTING PALETTE TURF @ PLANT BED04L2.01-1/2" - 1'-0"FINISHED GRADE AND EDGECONDITION VARIES - SEE PLANFOR CONDITION.3/16" METAL EDGERW/STAKE, PER SPEC.PLANT BED / GRASS MIXAREA MAY OCCUR, SEE PLAN.11EACH TREE SHALL BE PLANTED SUCHTHAT THE ROOT FLARE IS VISIBLE AT THETOP OF THE ROOT BALL. IF THE ROOTFLARE IS NOT VISIBLE, THE SOIL SHALL BEREMOVED IN A LEVEL MANNER FROM THEROOT BALL TO WHERE THE FIRST MAINORDER ROOT (12" DIA. OR LARGER)EMERGES FROM THE TRUNK. SET MAINORDER ROOT 1" HIGHER THAN ADJACENTGRADE. DO NOT COVER TOP OF ROOTBALL WITH SOIL.SCARIFY SIDES OF TREE PIT WITH SPADEBY HAND TO BIND WITH PREPARED SOIL.PLANTING PIT TO BE TWO TO FIVE TIMESTHE DIAMETER OF ROOT ALL, SLOPEDTAMP SOIL AROUND ROOT BALL BASEFIRMLY WITH FOOT PRESSURE SO THATROOT BALL DOES NOT SHIFT.DRAINAGE TRENCH AS REQUIRED PERPERCOLATION TEST IN SPEC. AUGER A 4"DIA. HOLE & FILL W/ 34" GRAVEL.PLACE ROOT BALL ON UNDISTURBED ORCOMPACTED SOIL.DIG PLANTING PIT 4-6" DEEPER THANROOTBALL.UNDISTURBED SUBGRADE.REMOVE BURLAP, WINE, ROPE ANDWIRE FROM TOP HALF OF ROOT BALL.COMPACT PLANTING SOIL TO85% OF MAXIMUM DRY UNITWEIGHT PER ASTM D 698.EDGE CONDITION VARIES, SEEPLAN.4" BUILT-UP EARTH SAUCERBEYOND EDGE OF ROOT BALL.3" SHREDDED HARDWOODMULCH. DO NOT PLACE MULCHIN CONTACT WITH ROOT FLARE.RODENT TRUNK PROTECTIONFOR DECIDUOUS TREES: 12"HARDWIRE-CLOTH MESHCYLINDER. DIMENSIONS: 8"DIAMETER (OR GREATER) X 36"HEIGHT. STAKE IN PLACE,AVOIDING ROOTS. SEE SPEC.TREE PLANTING DETAIL, TYP.01L2.01/2" = 1'-0"SEE PLAN12"MIN.PREPARE SOIL FORTHE ENTIRE BED4"3" SHREDDED HARDWOOD MULCH. DONOT PLACE MULCH IN CONTACT WITHSHRUB STEM.NOTE: SEE SPECIFICATION SECTIONRELATED TO EXTERIOR PLANTING.CONTAINER GROWN MATERIAL SHALLHAVE ROOTS HAND LOOSENED.MIN.4" DEEPER THAN ROOT BALL.SCARIFY SIDES AND BOTTOM OF ENTIREBED WITH SPADE BY HAND TO BIND WITHPLANTING SOIL.UNDISTURBED SUBGRADE.PLANTING DETAIL, TYP.02L2.01/2" = 1'-0"5' DIAMETER MULCH RING, TYP.12"12"12"12"12"PLANSECTION AFILTRATION BASIN SUBGRADE, SEE CIVILPLANTING SOIL MIX, SEE CIVIL FOR DEPTH,3" HARDWOOD MULCHPLUG, SEE MIX FOR SPECIESA'A1/2" SCALESTORM FEATURE PLUG LAYOUT03L2.01/2" = 1'-0"SEE PLAN SEE PLAN SEEPLANSE E PL A N PLANSECTION A'-AA'ASignatureTyped or Printed NameLicense #DateCONFLUENCE PROJECT NUMBERDRAWN BYCHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FORC O N S T R U C T IO N I hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of Minnesota9/10/2021 11:30:10 AM 20364JCTM70th & FranceResidential (Site A)70th & FranceResidential (Site A)7001 France Avenue South, Edina, MNSITE PLAN REVIEW5/13/2022No.DescriptionDateLANDSCAPE ARCHITECT530 N THIRD ST, SUITE 120,MINNEAPOLIS, MN 55102PH: 612.333.3702 FAX: 515.288.8359www.thinkconfluence.comL2.0SITE A LANDSCAPE DETAILS Signature Typed or Printed Name License #Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 5/17/2022 9:46:32 AMA0.1 EXISTING SITE IMAGES 220535 Author Checker 05/12/22 70th & France Residential 70th & France Residential 7001 W 70th St Edina, MN 55435 SITE PLAN REVIEW 5/13/2022 No. Description Date RAMP UP RAMP UP EWING AVE SDREW AVE S70TH STREET W 71ST STREET W BUILDING ENTRANCE BUILDING ENTRANCE PARKING GARAGE ENTRANCE PARKING GARAGE ENTRANCEFUTURE OFFICE TOWERFUTURE PARKING STRUCTURE10'-5"10'-11"19'-3"12'-11"15'-4"20'-5"24'-0"7'-10"6'-6"3'-10"6'-5"8'-3"8'-6"20'-0"8'-6"8'-4"8'-1" BUILDING EXTENTS 182'-0" TO P.L. 42'-5"TO P.L.13'-8"BUILDING EXTENTS290'-2"TO. P.L.30'-2"TRANSFORMER AREA Signature Typed or Printed Name License # Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 5/17/2022 9:46:33 AMA0.2 SITE PLAN 220535 Author Checker 05/07/22 70th & France Residential 70th & France Residential 7001 W 70th St Edina, MN 55435 SITE PLAN REVIEW 5/13/2022 No. Description Date 1/16" = 1'-0"A0.2 1 SITE PLAN D 5 T5 A B.2 B.6A.1 A.6 C.2 C.7 T1 7 6 4 3 2 T2 T3 T4 LOADING TRASH/ RECYCLING MOVE IN UTILITY 8 1 B C 4.96%UPDN34,977 SF PARKING 5,058 SF RESIDENTIAL LOBBY 886 SF COMMON / CIRCULATION 2,373 SF BOH 444 SF COMMON / CIRCULATION 15' - 0"29' - 0"15' - 0"15' - 0"30' - 0"15' - 0"15' - 0"29' - 0"15' - 0" 178' - 0"26' - 4"18' - 10"27' - 6"27' - 6"27' - 6"27' - 6"27' - 6"2' - 1"30' - 0"28' - 6"30' - 0"13' - 1"1' - 10"286' - 4"PARKING ENTRY/EXITOVERHEADDOORFLEXPARKINGFLEXPARKINGFLEXPARKINGROLLING OVERHEAD SCREEN OVERHEADDOOROVERHEADDOOROVERHEADGATEOVERHEADGATEOVERHEADGATEROLLING OVERHEAD SCREEN ROLLING OVERHEAD SCREEN 501 SF RETAIL 349 SF RETAIL 522 SF RETAIL OVERHEAD DOOR REFER TO LEVEL P0.5 FOR PARKING LAYOUT OVERHEADDOOR100'-0" 870.75' 100'-0" 100'-0" 870.75' 870.00'870.75'870.00'870.75'870.00' 99'-3" 97'-9" 96'-3" 867.00' 96'-3" 99'-3"1.80%2.50%2.50%4.06%DNDN DN 97'-9" 97'-9" 867.75' 867.25' 867.00' 869.75' 869.25' 868.75' T T 2,393 SF RETAIL OPTION [No Slope] 868.50' 870.75' 870.00' 870.75' 870.75'TRANSFORMERSPARKING ENTRY/EXIT HATCHED AREAS ILLUSTRATE SLOPED PT CONCRETE Signature Typed or Printed Name License # Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 5/17/2022 9:46:34 AMA1 FLOOR PLAN - LEVEL 1 220535 70th & France Residential 70th & France Residential 7001 W 70th St Edina, MN 55435 SITE PLAN REVIEW 5/13/2022 1/16" = 1'-0"A1 2 LEVEL 1 FLOOR PLAN No. Description Date 11,080 SF STORAGE OPTION 174 SF COMMON / CIRCULATION *REQUIRED IF STORAGE EXISTS 3.20%1,207 SF CORE 11,283 SF PARKING Signature Typed or Printed Name License #Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 5/24/2022 8:47:14 AMA1.5 FLOOR PLAN - LEVEL 0.5 / P1 220535 Author Checker 04/20/22 70th & France Residential 70th & France Residential 7001 W 70th St Edina, MN 55435 SITE PLAN REVIEW 5/13/2022 No. Description Date 1/16" = 1'-0"A1.5 1 LEVEL 0.5 FLOOR PLAN STORAGE OPTION D 5 T5 A B.2 B.6A.1 A.6 C.2 C.7 T1 7 6 4 3 T2 T3 T4 8 1 B C 41,034 SF PARKING 117'-0" 107'-9"109'-10"109'-10"4.96%5.01%UPUPUP 6.94% UP 6.94%UPUP15' - 0"29' - 0"15' - 0"15' - 0"30' - 0"15' - 0"15' - 0"29' - 0"15' - 0" 178' - 0"26' - 4"18' - 10"27' - 6"27' - 6"27' - 6"27' - 6"27' - 6"2' - 1"30' - 0"28' - 6"30' - 0"13' - 1"1' - 10"286' - 4"2,575 SF COMMON / CIRCULATION 1,161 SF 2BR 819 SF 1BR 920 SF 1BR+D 1,451 SF 2BR 1,161 SF 2BR 920 SF 1BR+D 880 SF ALC DATA/ELEC ELEV LOBBY TRASH MECH 920 SF 1BR+D TOWER ABOVE OPEN TO BELOW FOR TRANSFOMRER ACCESSS BALCONY 8'x10' BALCONY 8'x10' BALCONY 8'x10' BALCONY 8'x10'BALCONY8'x10'4.55%4.55%HATCHED AREAS ILLUSTRATE SLOPED PT CONCRETE Signature Typed or Printed Name License # Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 5/17/2022 9:46:35 AMA2 FLOOR PLAN - LEVEL 2 220535 Author Checker 04/18/22 70th & France Residential 70th & France Residential 7001 W 70th St Edina, MN 55435 SITE PLAN REVIEW 5/13/2022 No. Description Date 1/16" = 1'-0"A2 1 LEVEL 2 FLOOR PLAN D 5 T5 A B.2 B.6A.1 A.6 C.2 C.7 T1 7 6 4 3 2 T2 T3 T4 8 1 B C 41,034 SF PARKING 2,575 SF COMMON / CIRCULATION 7.22%7.22%5.01%5.01%UP UPUPUP127'-0" 124'-10" 15' - 0"29' - 0"15' - 0"15' - 0"30' - 0"15' - 0"15' - 0"29' - 0"15' - 0" 178' - 0"26' - 4"18' - 10"27' - 6"27' - 6"27' - 6"27' - 6"27' - 6"2' - 1"30' - 0"28' - 6"30' - 0"13' - 1"286' - 4"880 SF ALC 819 SF 1BR 920 SF 1BR+D 920 SF 1BR+D 1,451 SF 2BR 1,161 SF 2BR 1,161 SF 2BR DATA/ELEC ELEV LOBBY TRASH MECH 920 SF 1BR+D BALCONY 8'x10' BALCONY 8'x10' BALCONY 8'x10' BALCONY 8'x10'BALCONY8'x10'HATCHED AREAS ILLUSTRATE SLOPED PT CONCRETE Signature Typed or Printed Name License # Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 5/17/2022 9:46:36 AMA3 FLOOR PLAN - LEVEL 3 220535 08/24/21 70th & France Residential 70th & France Residential 7001 W 70th St Edina, MN 55435 SITE PLAN REVIEW 5/13/2022 No. Description Date 1/16" = 1'-0"A3 1 LEVEL 3 FLOOR PLAN D 5 T5 A B.2 B.6A.1 A.6 C.2 C.7 T1 7 6 4 3 2 T2 T3 T4 8 1 B C 2,575 SF COMMON / CIRCULATION 37,015 SF PARKING (OPEN TO BELOW) 7.22%7.22%5.01%UP UPUP137'-0" 137'-0"137'-0" 134'-10"137'-0"137'-0" 15' - 0"29' - 0"15' - 0"15' - 0"30' - 0"15' - 0"15' - 0"29' - 0"15' - 0" 178' - 0"26' - 4"18' - 10"27' - 6"27' - 6"27' - 6"27' - 6"27' - 6"2' - 1"30' - 0"28' - 6"30' - 0"13' - 1"880 SF ALC 1,161 SF 2BR 1,327 SF 2BR 1,387 SF 2BR 1,160 SF 2BR 1' - 10"286' - 4"DATA/ELEC ELEV LOBBY TRASH MECH TERRACE 33'-8" x 11'-6" TERRACE 33'-0" x 11'-6" 1,014 SF 1BR TERRACE 47'-0" x 11'-6"BALCONY8'x10'HATCHED AREAS ILLUSTRATE SLOPED PT CONCRETE Signature Typed or Printed Name License # Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 5/17/2022 9:46:38 AMA4 FLOOR PLAN - LEVEL 4 220535 Author Checker 04/18/22 70th & France Residential 70th & France Residential 7001 W 70th St Edina, MN 55435 SITE PLAN REVIEW 5/13/2022 No. Description Date 1/16" = 1'-0"A4 1 LEVEL 4 FLOOR PLAN 1,584 SF 2BR 1,021 SF 1BR+D 867 SF 1BR 783 SF 1BR 1,005 SF 1BR 1,395 SF 2BR 3,975 SF AMENITY 2,902 SF COMMON / CIRCULATION 1,226 SF 1BR+D DATA/ELEC ELEV LOBBY TRASH EGRESS STAIR 573 SF ALC RR 2,259 SF AMENITY RR JAN 16,726 SF AMENITY DECK GREEN ROOF BUILDING ABOVE POOL BALCONY 8'x10' BALCONY 8'x10' BALCONY 8'x10'BALCONY8'x10'BALCONY 8'x10' Signature Typed or Printed Name License # Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 5/17/2022 9:46:39 AMA5 FLOOR PLAN - LEVEL 5 220535 Author Checker 04/18/22 70th & France Residential 70th & France Residential 7001 W 70th St Edina, MN 55435 SITE PLAN REVIEW 5/13/2022 No. Description Date 1/16" = 1'-0"A5 1 LEVEL 5 FLOOR PLAN 2,253 SF COMMON / CIRCULATION DATA/ELEC ELEV LOBBY TRASH BALCONY 8'x10' 856 SF 1BR 573 SF ALC 995 SF 2BR 1,114 SF 2BR 1,023 SF 1BR+D 867 SF 1BR 783 SF 1BR 1,005 SF 1BR 573 SF ALC 786 SF 1BR 513 SF ST 513 SF ST 1,252 SF 2BR 1,395 SF 2BRDECORATIVE GRAVEL BALLAST ROOF BALCONY 8'x10' BALCONY 8'x10'BALCONY8'x10'BALCONY 8'x10' BALCONY 8'x10' BALCONY 8'x10'BALCONY8'x10'783 SF 1BR 1,005 SF 1BR867 SF 1BR 1,023 SF 1BR+D 1,579 SF 2BR 573 SF ALC995 SF 2BR 786 SF 1BR 856 SF 1BR 1,252 SF 2BR 513 SF ST 513 SF ST 2,253 SF COMMON / CIRCULATION 573 SF ALC 1,395 SF 2BR DATA/ELEC ELEV LOBBY TRASH 573 SF ALC 8'x10' TERRACE 7'x17' TERRACE 7'x15' DECORATIVE GRAVEL BALLAST ROOF TERRACE 7'x23' TERRACE 13'x13' BALCONY 8'x10' BALCONY 8'x10' BALCONY 8'x10'BALCONY8'x10'BALCONY 8'x10' TERRACE 7'x23' TERRACE 7'x15' TERRACE 7'x17' 783 SF 1BR 1,005 SF 1BR867 SF 1BR 1,023 SF 1BR+D 1,114 SF 2BR 573 SF ALC995 SF 2BR 786 SF 1BR 856 SF 1BR 1,252 SF 2BR 513 SF ST 513 SF ST 2,253 SF COMMON / CIRCULATION 573 SF ALC 1,395 SF 2BR DATA/ELEC ELEV LOBBY TRASH BALCONY 8'x10' BALCONY 8'x10' BALCONY 8'x10'BALCONY8'x10'BALCONY 8'x10' BALCONY 8'x10' BALCONY 8'x10'BALCONY8'x10'Signature Typed or Printed Name License # Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 5/17/2022 9:46:41 AMA6 FLOOR PLAN - LEVEL 6, 7, 8-21 (TYP) 220535 Author Checker 70th & France Residential 70th & France Residential 7001 W 70th St Edina, MN 55435 SITE PLAN REVIEW 5/13/20221/16" = 1'-0"A6 2 LEVEL 7 FLOOR PLAN No. Description Date 1/16" = 1'-0"A6 4 LEVEL 6 FLOOR PLAN 1/16" = 1'-0"A6 1 LEVEL 8 (9-21 SIM) - TYPICAL 1,958 SF PENTHOUSE 1,287 SF PENTHOUSE 1,823 SF PENTHOUSE 1,675 SF PENTHOUSE 2,118 SF COMMON / CIRCULATION DATA/ELEC ELEV LOBBY TRASH UNIT BALCONY8' X 24'UNIT BALCONY 8' X 24'UNIT BALCONY8' X 24'UNIT BALCONY8' X 24'ROOF AT LEVEL 23 1,958 SF PENTHOUSE 1,287 SF PENTHOUSE 1,822 SF PENTHOUSE 1,675 SF PENTHOUSE DATA/ELEC ELEV LOBBY TRASH DECORATIVE GRAVEL BALLAST ROOF 1,993 SF COMMON / CIRCULATION UNIT BALCONY 8' x 24' 1,471 SF PENTHOUSE CLUB ROOM6'-0"1,077 SF DECK UNIT BALCONY8' x 24'UNIT BALCONY8' x 24'UNIT TERRACE 16' x 30' Signature Typed or Printed Name License # Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 5/17/2022 9:46:42 AMA7 FLOOR PLAN - LEVEL 22-24 220535 Author Checker 04/20/22 70th & France Residential 70th & France Residential 7001 W 70th St Edina, MN 55435 SITE PLAN REVIEW 5/13/2022 No. Description Date 1/16" = 1'-0"A7 2 LEVEL 23-24 FLOOR PLAN 1/16" = 1'-0"A7 1a LEVEL 22 - (L22 OPTION 1) ARCHITECTURAL STONE #2 & #3 GLAZED WALL SYSTEM METAL PERFORATED SCREEN AT PARKING (50% OPEN) COOLING TOWER BEYOND 'A' LEVEL L1 870' - 9" 'A' LEVEL L2 117' - 0" 'A' LEVEL L3 127' - 0" 'A' LEVEL L4 137' - 0" 'A' LEVEL L5 147' - 0" 'A' LEVEL L6 159' - 0" TOWER 7 171' - 0" TOWER 8 180' - 8" TOWER 9 190' - 4" TOWER 11 209' - 8" TOWER 12 219' - 4" TOWER 13 229' - 0" TOWER 14 238' - 8" TOWER 15 248' - 4" TOWER 16 258' - 0" TOWER 17 267' - 8" TOWER 18 277' - 4" TOWER 19 287' - 0" TOWER 20 296' - 8" TOWER 21 306' - 4" TOWER 22 317' - 0" TOWER 24 338' - 4" TOWER ROOF UPPER 349' - 0" LEVEL 10 200' - 0"17' - 0"10' - 0"10' - 0"10' - 0"12' - 0"12' - 0"9' - 8"9' - 8"9' - 8"9' - 8"9' - 8"9' - 8"9' - 8"9' - 8"9' - 8"9' - 8"9' - 8"9' - 8"9' - 8"9' - 8"10' - 8"10' - 8"10' - 8"10' - 8"16' - 0"TOWER 23 327' - 8"BUILDING HEIGHT265' - 0"TOWER SCREEN WALL 365' - 0" METAL PANEL WOOD-LOOK METAL PANEL ARCHITECTURAL STONE #2 & #3 ARCHITECTURAL STONE #2 & #3 BALCONY RAILING SYSTEM METAL PANEL MECHANICAL SCREENING GLAZED WINDOW SYSTEM MECHANICAL SCREENING COOLING TOWER BEYOND ARCHITECTURAL STONE #1 Signature Typed or Printed Name License # Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 5/17/2022 9:46:42 AMA10 ELEVATIONS - NORTH & EAST 220535 ESG ESG 70th & France Residential 70th & France Residential 7001 W 70th St Edina, MN 55435 SITE PLAN REVIEW 5/13/2022 1/16" = 1'-0"A10 1 EAST ELEVATION 1/16" = 1'-0"A10 2 NORTH ELEVATION No. Description Date 'A' LEVEL L1 870' - 9" 'A' LEVEL L2 117' - 0" 'A' LEVEL L3 127' - 0" 'A' LEVEL L4 137' - 0" 'A' LEVEL L5 147' - 0" 'A' LEVEL L6 159' - 0" TOWER 7 171' - 0" TOWER 8 180' - 8" TOWER 9 190' - 4" TOWER 11 209' - 8" TOWER 12 219' - 4" TOWER 13 229' - 0" TOWER 14 238' - 8" TOWER 15 248' - 4" TOWER 16 258' - 0" TOWER 17 267' - 8" TOWER 18 277' - 4" TOWER 19 287' - 0" TOWER 20 296' - 8" TOWER 21 306' - 4" TOWER 22 317' - 0" TOWER 24 338' - 4" TOWER ROOF UPPER 349' - 0" LEVEL 10 200' - 0" TOWER 23 327' - 8"BUILDING HEIGHT265' - 0"TOWER SCREEN WALL 365' - 0" METAL PERFORATED SCREEN AT PARKING (50% OPEN)11' - 0".10' - 8"10' - 8"10' - 8"10' - 8"9' - 8"9' - 8"9' - 8"9' - 8"9' - 8"9' - 8"9' - 8"9' - 8"9' - 8"9' - 8"9' - 8"9' - 8"9' - 8"9' - 8"12' - 0"12' - 0"10' - 0"10' - 0"10' - 0"17' - 0"ARCHITECTURAL STONE #2 & #3 GLAZED WALL SYSTEM METAL PANEL GLAZED WINDOW SYSTEM METAL PANEL METAL PERFORATED SCREEN AT PARKING (50% OPEN) BALCONY RAILING SYSTEM ARCHITECTURAL STONE #2 & #3 GLAZING WINDOW SYSTEM METAL PANEL MECHANICAL SCREENING GLAZING WINDOW SYSTEM GLAZING GARAGE DOORS AT RETAIL SPACES ARCHITECTURAL PRECAST ARCHITECTURAL STONE #2 & #3 BALCONY RAILING SYSTEM MECHANICAL SCREENING WOOD LOOK METAL PANEL COOLING TOWER BEYOND COOLING TOWER BEYOND ARCHITECTURAL STONE #1 Signature Typed or Printed Name License # Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 5/17/2022 9:46:43 AMA11 ELEVATIONS - SOUTH & WEST 220535 Author Checker 70th & France Residential 70th & France Residential 7001 W 70th St Edina, MN 55435 SITE PLAN REVIEW 5/13/2022 1/16" = 1'-0"A11 1 SOUTH ELEVATION 1/16" = 1'-0"A11 2 WEST ELEVATION No. Description Date Signature Typed or Printed Name License # Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 5/17/2022 9:46:43 AMA12 EXTERIOR MATERIALS 220535 Author Checker 70th & France Residential 70th & France Residential 7001 W 70th St Edina, MN 55435 SITE PLAN REVIEW 5/13/2022 No. Description Date ARCHITECTURAL STONE - COLOR #2 ARCHITECTURAL STONE - COLOR #3 METAL PANELPERFORATED METAL PANELS #1 -PARKING WOOD LOOK METAL PANELPERFORATED METAL PANEL #2 -PARKING EXTERIOR GLASS ENCLOSURE HYBRID WINDOW WALL - SSG SYSTEM ARCHITECTURAL STONE #1 - BASE MATERIAL Signature Typed or Printed Name License # Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 5/17/2022 9:46:46 AMA13 DESIGN PERSPECTIVES 220535 Author Checker 05/07/22 70th & France Residential 70th & France Residential 7001 W 70th St Edina, MN 55435 SITE PLAN REVIEW 5/13/2022 No. Description Date NORTH (70TH ST W)NE CORNER (70TH ST & DREW AVE) SW CORNER (71ST ST & EWING AVE) SE CORNER (71ST & DREW AVE) Sources and Uses Debt A:First Mortgage 90,181,632 65.0%337,759 Debt B:Other Loan 4,500,000 3.2%16,854 Subtotal 94,681,632 68.2%354,613 Equity 43,524,340 31.4%163,013 Local_Grant 210,000 0.2%787 Local_Grant 325,000 0.2%1,217 Subtotal 44,059,340 31.8%165,016 TOTAL SOURCES 138,740,972 100.0%519,629 Amount % of Cost Per Unit ACQUISITION COSTS 7,015,189 5.1%26,274 Land Cost $74.25 psf 6,436,197 4.6%24,106 308,550 0.2%1,156 270,442 0.2%1,013 CONSTRUCTION COSTS 103,051,279 74.3%385,960 Residential Building 79,044,472 57.0%296,047 Structured/Underground Residential Parking $48,878 per 374 stall 15,494,364 11.2%58,031 Tenant Improvements: 1. Comm Space $65.00 psf 89,180 0.1%334 3,283,200 2.4%12,297 716,800 0.5%2,685 0 0.0%0 EV Charging Stations 635,353 0.5%2,380 0 0.0%0 0 0.0%0 Artwork 0 0.0%0 Design Build Construction Contingency 2,987,910 2.2%11,191 800,000 0.6%2,996PERMITS/FEES 7,512,540 5.4%28,137 1,335,000 1.0%5,000 995,970 0.7%3,730 1,791,570 1.3%6,710 3,375,000 2.4%12,640 15,000 0.0%56 PROFESSIONAL SERVICES 2,706,736 2.0%10,138 15,000 0.0%56 15,000 0.0%56 830,103 0.6%3,109 20,000 0.0%75 100,000 0.1%375 534,000 0.4%2,000 13,720 0.0%51 35,000 0.0%131 943,913 0.7%3,535 200,000 0.1%749FINANCING COSTS 5,095,806 3.7%19,085 527,216 0.4%1,975 3,499,104 2.5%13,105 33,000 0.0%124 75,000 0.1%281 253,064 0.2%948 11,000 0.0%41 298,142 0.2%1,117 199,280 0.1%746 150,000 0.1%562 50,000 0.0%187 DEVELOPER FEE 4,855,934 3.5%18,187 Developer Fee 4,855,934 3.5%18,187 CASH ACCOUNTS/ESCROWS/RESERVES 8,503,488 6.1%31,848 2,417,828 1.7%9,056 214,509 0.2%803 Developer Contingency and Escalation Allowance 5,871,151 4.2%21,989 TOTAL USES 138,740,972 100%519,629 Other City Fees Demolition / Environmental Park Dedication Permits/Inspection SAC/WAC Connection Fees Affordable Payment in Lieu Capital Partner TOD DEED Master Plan and Development Expense Other - Professional Reimbursables Retail Leasing Commissions Survey Mortgage Registration Tax Construction & TIF Loan Fees Construction Period Interest Inspections - Lenders FF&E Environmental / Geotech Civil Legal - Development Marketing/Leasing Joint Venture Partnership Appraisals Studies - Market, Traffic, Blight Title, Recording & Closing Construction Disbursements Real Estate Taxes During Construction Lender Legal Other - Carrying Cost Storm Water Management Sitework, Street Scapes and Utilities Water Table Impacts Plaza Solar Management Startup/Leasing Working Capital AmountDebt USES Amount Investor Legal Sourcing Fee and Transfer Tax EXHIBIT C 7001 France Avenue - Site A Initial TIF Pro Forma Other Sources Percent Per Unit Percent Per Unit SOURCES 6/3/2022 EXHIBIT C 7001 France Avenue - Site A Initial TIF Pro Forma Residential Income Rental Unit Income Monthly Unit Annual Size Rent/ Unit Type Rent Type Rent Count Revenue Sq. Ft.Sq. Ft. Gross Potential Rent 858,196 267 $10,298,351 247,832 $3.46 # of Stalls Annual $ Per Stall Other Residential Income (if available)Revenue Per Month Structured/Underground Res. Parking 317 $570,600 $150 $400,500 $143,571 ($102,984) Total Other Income $1,011,687 Total Residential Income $11,310,038 Annual Residential Vacancy Percent Loss Total Vacancy 5.0%($570,651) Net Residential Income $10,739,387 Commercial Income Rent Annual Commercial Space Per Sq/Ft Revenue Sq/Ft $20.00 $27,440 1,372 Total Commercial Rent $27,440 1,372 Annual Per Commercial Vacancy/Expenses Percent Loss Sq/Ft Total Commercial Vacancy/Expenses 5.0%($1,372)(1.00) Net Commercial Income $26,068 $10,765,455 Expenses Apartment Operating Costs Amount Per Unit $113,475 $425 $560,700 $2,100 $106,800 $400 $480,600 $1,800 $120,150 $450 $53,400 $200 $200,250 $750 $24,030 $90 Total Operating Costs $1,762,389 $6,601 Apartment Management, Taxes, & Reserves Amount Per Unit Management Fees 2.24%of EGI $241,636 $905 Property Taxes $1,654,652 $6,197 Replacement Reserves $60,075 $225 Total Management and Other Costs $1,956,363 $7,327 $3,718,752 $13,928 Net Operating Income (NOI)$7,046,703 Available Tax Increment $637,929 Net Operating Income (with Assistance)$7,684,632 No Assistance With Assistance NOI $7,046,703 $7,684,632 Total Development Cost 138,740,972 138,740,972 Cash on Cost Annual Return (NTE 6.0%)5.08%5.54% Insurance Turnover Maintenance / Repair Other - Contracted Services Total Expenses Administrative Payroll Leasing & Marketing Utilities Effective Gross Income (EGI) Operating Pro Forma 1. Comm Space RUBS - Water/Sewer/Trash Other - Pet/Storage/Admin Fees Lease and Credit Loss 6/3/2022 D-1 4892-6144-0030\3 Exhibit D Form of Go-Ahead Letter [DEVELOPER LETTERHEAD] [Date] City Manager/City of Edina Executive Director/ Housing and Redevelopment Authority of Edina, MN 4801 West 50th Street Edina, Minnesota 55424 Dear [______]: This letter is submitted pursuant to Section 4.5 of that certain Redevelopment Agreement (Site A) by and among the CITY OF EDINA, MINNESOTA, a Minnesota statutory city (the “City”); the HOUSING AND REDEVELOPMENT AUTHORITY OF EDINA, MINNESOTA, a public body corporate and politic organized and existing under the laws of the State of Minnesota (the “Authority”); and ________________________ (as successor by assignment to MDI FRANCE AVENUE, LLC, a Minnesota limited liability company) (the “Developer”), dated as of _______________, 2022 (the “Redevelopment Agreement”), and is provided as the “Go-Ahead Letter” thereunder. Capitalized terms used in this letter and not defined herein have the meaning given to them in the Redevelopment Agreement. In accordance with Section 4.5 of the Redevelopment Agreement, Developer hereby represents, warrants, and certifies to the City and the Authority that: (i) the debt and equity Financing Commitments have been received by Developer and true and correct copies of the same are attached hereto as Exhibit A; (ii) the organizational chart of Developer attached hereto as Exhibit B includes the identity (including name, city and state of each) of all equity sources with greater than a 10% direct or indirect investment in the Project; (iii) Developer is prepared to close on all financing required for the Minimum Improvements financing and commence construction of the Minimum Improvements, in accordance with the Redevelopment Agreement. Attached hereto as Exhibit C is an updated TIF Pro Forma, which Developer hereby represents, warrants, and certifies to the City and the Authority is true and correct in all material respects as of the date hereof. Sincerely, ______________________________ By: _________________________________________ Name: _______________________________________ Its: __________________________________________ D-2 4892-6144-0030\3 Exhibit A Financing Commitments (See attached) D-3 4892-6144-0030\3 Exhibit B Organizational Chart of Developer (See attached) D-4 4892-6144-0030\3 Exhibit C Updated TIF Proforma (See attached) E-1 4861-4415-5166\1 Exhibit E Form of Certificate of Completion with Completion Checklist CERTIFICATE OF COMPLETION (7001 France Avenue – Site A) A. ____________________________________ (“Developer”), pursuant to the Redevelopment Agreement by and among the CITY OF EDINA, MINNESOTA, a Minnesota statutory city (the “City”), the HOUSING AND REDEVELOPMENT AUTHORITY OF EDINA, MINNESOTA (the “Authority”) and Developer dated effective as of _______________, 2022 (as the same may be amended or supplemented from time to time, the “Redevelopment Agreement”), which Redevelopment Agreement is evidenced of record by that certain Memorandum of Redevelopment Agreement dated ____________, 2022 and recorded on ________________, 2022 in the office of the Registrar of Titles for Hennepin County, Minnesota as Document No. ____________, has agreed to complete the Minimum Improvements, as defined in and in accordance with the Redevelopment Agreement, on that certain real property (the “Property”) located in Hennepin County, Minnesota, described on the attached Exhibit A. B. As of the date hereof, Developer has completed construction of the Minimum Improvements in accordance with the Redevelopment Agreement. C. The issuance of this Certificate of Completion by the City and the Authority is not intended nor shall it be construed to be a warranty or representation by the City or the Authority as to the structural soundness of the Minimum Improvements, including, but not limited to, the quality of materials, workmanship or the fitness of the Minimum Improvements for their proposed use. NOW THEREFORE, this is to certify that all construction and other physical improvements specified to be done and made by Developer with regard to the Minimum Improvements have been completed, and the provisions of the Redevelopment Agreement imposing obligations on Developer to construct the Minimum Improvements, are hereby satisfied and terminated, and the Registrar of Titles in and for the County of Hennepin, Minnesota is hereby authorized to record this instrument to be a conclusive determination of the satisfactory termination of said provisions of the Redevelopment Agreement. Dated: ______________, 20___ [Remainder of page intentionally left blank; signature pages follow] E-2 [Signature Page to Certificate of Completion] 4861-4415-5166\1 CITY OF EDINA, MINNESOTA By _______________________________________ _____________________, Mayor By _______________________________________ _____________________, City Manager STATE OF MINNESOTA ) )ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this ____ day of _____________, 202___, by ___________ and ___________, the Mayor and City Manager, respectively, of the City of Edina, Minnesota, on behalf of the City of Edina. Notary Public E-3 [Signature Page to Certificate of Completion] 4861-4415-5166\1 HOUSING AND REDEVELOPMENT AUTHORITY OF EDINA, MINNESOTA By _______________________________________ _____________________, Chair By _______________________________________ _____________________, Secretary STATE OF MINNESOTA ) ) ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this ____ day of _____________, 20___, by ___________ and ___________, the Chair and Secretary, respectively, of the Housing and Redevelopment Authority of Edina, Minnesota, on behalf of said Authority. Notary Public THIS DOCUMENT WAS DRAFTED BY: Dorsey & Whitney LLP 50 South Sixth Street, Suite 1500 Minneapolis, MN 55402-1498 E-4 [Exhibit A to Certificate of Completion] 4861-4415-5166\1 Exhibit A Legal Description of the Property Real property in the City of Edina, County of Hennepin, State of Minnesota, described as follows: Lot 2, Block 1, A M N Addition, Hennepin County, Minnesota. E-5 4861-4415-5166\1 Certificate of Completion Checklist (7001 France Avenue – Site A) This is a summary of the deliverable requirements of the Redevelopment Agreement (7001 France Avenue – Site A) dated _______________, 2022. This sheet is intended to be completed in connection with Developer’s request for a Certificate of Completion and prior to the issuance of the TIF Note. This sheet is provided for convenience and does not modify the terms of the Redevelopment Agreement. PART ONE Description of Required Minimum Improvements Satisfactorily Completed (yes or no) Notes A. Completion* of 24-story mixed-use building at 7001 France Ave. with approximately 267 market rate units and 1,500 square feet of commercial space B. Confirmation of LEED compliance for apartment building and other required sustainability provisions C. Completion * of structured parking on Site A, including approx. 118 Public Parking stalls accessed from the street level D. Confirmation of LEED or ParkSmart compliance for parking structure E. Security cameras or other security mechanisms in strategic locations of public parking F. Confirmation of required amount of EV parking and prep for additional EV parking 5% of parking stalls to be equipped with EV chargers with additional 10% parking stalls prepared for future EV G. Public parking vehicle entrance identified with signage and supplemented by wayfinding signage on site H. Completion** of all site work to establish buildable pads on Site B and Site C including utilities and underground stormwater facilities I. Completion** of 70th Street improvements (between Ewing Ave. and Drew Ave.) J. Completion ** of Interior Street Grid (Ewing Ave. Drew Ave and 71st St), including Sidewalks and Streetscapes K. Completion ** of Site A Public Art as part of comprehensive public art program for Sites A , B & C Total cost of 5 public art pieces at least $300,000 (exclusive of art consultant) *As evidenced by CO or TCO by Building Department **As evidenced by acceptance of site and street improvements by Engineering and/or Community Development Departments CONTINUED ON NEXT PAGE E-6 4861-4415-5166\1 PART TWO Description of Required Public Benefits on Site A Satisfactorily Completed (yes or no) Notes A. Demolition of blighted and outdated buildings Yes or no B. Public Access Easement for Interior Street Grid (Ewing Ave., Drew Ave., and 71st St.) including Phase 1 Sidewalks and Streetscapes* C. Parking Easement for Street Parking stalls* D. Parking Easement for Public Parking areas in Site A parking structure* E. Transit Easement* for 70th Street and/or portions of 71st Street / Drew Avenue, if required by transit operator F. Receipt of Equity and Inclusion Report and confirmation of good faith efforts to achieve goals - % of minorities on workforce - % of female on workforce - % of subcontracted work awarded to MBE and WBE Aiming for: 32% minority 10% female 25% MBE / WBE *Documents must be executed and recorded CONTINUED ON NEXT PAGE E-7 4861-4415-5166\1 PART THREE Description of Final Costs Incurred and Gap Analysis Confirmed Amounts Notes A. Confirmation that no Default remains uncured. Yes or No B. Reimbursement for City’s out of pocket costs related to TIF Agreement Yes or No C. Confirmation that Developer has submitted final TIF Pro Forma to reflect actual costs Yes or No D. Total Amount of Qualified Costs (see 3.2(a)) confirmed as expended $ Estimated to be at least $5,000,000 E. Total Development Costs of Minimum Improvements $ Estimated to be $__________ F. Confirmation that contingency funds used as required Yes or No G. Total Amount grant funds received $ H. Final financial gap to provide Market Return NTE 6.00% $ I. Interest Rate of debt financing and interest rate applicable to TIF Note NTE 4.25% Principal Amount of Original TIF Note $ lowest of $5 million or 3.67% of Total Development Cost but NTE 6.00% return on cost Certificate of Completion Checklist – 7001 France Avenue – Site A Prepared by: ________________________________________ ___________________ Signature and Title Date Approved by: ________________________________________ ___________________ Signature, Date Edina City Manager / HRA Executive Director F-1 4886-0280-1182\1 Exhibit F Form of Memorandum of Redevelopment Agreement MEMORANDUM OF REDEVELOPMENT AGREEMENT (7001 France Avenue – Site A) This Memorandum of Redevelopment Agreement (this “Memorandum”) is entered into as of ______________________, 202____, by and among the City of Edina Minnesota, a Minnesota statutory city (the “City”), the Housing and Redevelopment Authority of Edina, Minnesota, a public body corporate and politic organized and existing under the laws of the State of Minnesota (“Authority”), and MDI France Avenue, LLC, a Minnesota limited liability company (“Developer”). RECITALS: A. The City, Authority, and Developer (collectively, the “Parties”) have entered into a certain Redevelopment Agreement dated as of _______________, 2022 (as the same may be amended, modified, and/or supplemented from time to time, the “Redevelopment Agreement”), whereby the parties have agreed to various aspects of the redevelopment of certain real property more particularly described on the attached Exhibit A, together with all improvements, tenements, easements, rights and appurtenances pertaining to such real property, lying and being in Hennepin County, Minnesota (the “Property”). B. The parties wish to give notice of the existence of the Redevelopment Agreement. NOW, THEREFORE, for good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the parties hereto agree as follows: 1. The above recitals are incorporated by reference as if fully set forth herein. 2. Capitalized terms, when not defined herein, shall have the meanings ascribed to them in the Redevelopment Agreement. 3. The Parties have entered into the Redevelopment Agreement to set forth the terms and provisions governing the redevelopment of the Property. 4. This Memorandum has been executed and delivered by the Parties for the purpose of recording and giving notice that a contractual relationship for the redevelopment of the Property has been created between the Parties in accordance with the terms, covenants, and conditions of the Agreement. The Parties intend, declare and covenant, on behalf of themselves and all future owners and operators of the Property, that the Redevelopment Agreement and the covenants and restrictions set forth therein regulating and restricting the use, occupancy and transfer of the Property (a) shall be and are covenants running with the Property, encumbering the Property, binding upon the Parties’ successors in title and all subsequent owners and operators of the Property; (b) are not merely personal covenants of the Parties; and (c) shall bind the Parties and their respective successors and assigns. 5. The terms and conditions of the Agreement are incorporated by reference into this Memorandum as if fully set forth herein. F-2 4886-0280-1182\1 6. This Memorandum may be executed separately in counterparts which, when taken together, shall constitute one and the same instrument. [Remainder of page left blank intentionally; signature pages follow] F-3 [Signature Page to Memorandum of Redevelopment Agreement (7001 France Avenue – Site A)] 4886-0280-1182\1 IN WITNESS WHEREOF, the Parties have executed this Memorandum as of the date first written above. CITY OF EDINA, MINNESOTA By: __________________________________ James B. Hovland, Mayor By: __________________________________ Scott H. Neal, City Manager STATE OF MINNESOTA ) ) ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this ____ day of _____________, 2022, by James B. Hovland and Scott H. Neal, the Mayor and City Manager, respectively, of the City of Edina, Minnesota, on behalf of the City of Edina. ____________________________________________ Notary Public F-4 [Signature Page to Memorandum of Redevelopment Agreement (7001 France Avenue – Site A)] 4886-0280-1182\1 HOUSING AND REDEVELOPMENT AUTHORITY OF EDINA, MINNESOTA By: ______________________________ James B. Hovland, Chair By: ______________________________ James Pierce, Secretary STATE OF MINNESOTA ) ) ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this ____ day of _______________, 2022, by James B. Hovland and James Pierce, the Chair and Secretary, respectively, of the Housing and Redevelopment Authority of Edina, Minnesota, on behalf of said Authority. ____________________________________________ Notary Public F-5 [Signature Page to Memorandum of Redevelopment Agreement (7001 France Avenue – Site A)] 4886-0280-1182\1 MDI France Avenue, LLC, a Minnesota limited liability company By: _________________________________________ Name: _______________________________________ Its: __________________________________________ STATE OF _______________ ) ) ss. COUNTY OF _____________ ) The foregoing instrument was acknowledged before me this ___ day of ________________, 2022, by _______________, the _______________ of MDI France Avenue, LLC, a Minnesota limited liability company, on behalf of the company. ____________________________________________ Notary Public THIS DOCUMENT WAS DRAFTED BY: Dorsey & Whitney LLP 50 South Sixth Street Suite 1500 Minneapolis, MN 55402-1498 F-6 [Exhibit A to Memorandum of Redevelopment Agreement (7001 France Avenue – Site A)] 4886-0280-1182\1 Exhibit A Legal Description Real property in the City of Edina, County of Hennepin, State of Minnesota, described as follows: Lot 2, Block 1, A M N Addition, Hennepin County, Minnesota. G-1 4875-4813-0334\4 Exhibit G Form of TIF Note LIMITED REVENUE TAXABLE TAX INCREMENT NOTE (7001 France Avenue – Site A) No. R-_____ $[5,000,000.00] UNITED STATES OF AMERICA STATE OF MINNESOTA CITY OF EDINA HOUSING AND REDEVELOPMENT AUTHORITY OF EDINA, MINNESOTA LIMITED REVENUE TAXABLE TAX INCREMENT NOTE The HOUSING AND REDEVELOPMENT AUTHORITY OF EDINA, MINNESOTA (the “Authority”) acknowledges itself to be indebted and, for value received, promises to pay to the order of _________________________________ (“Developer”), solely from the source, to the extent and in the manner hereinafter provided, up to the principal amount of this Limited Revenue Taxable Tax Increment Note (this “Note”) as provided herein, together with simple interest thereon accrued on the unpaid principal balance hereof from the date hereof, at the rate of interest of [________________] percent ([____]%) per annum, on the Payment Dates (as hereinafter defined). This Note is executed and delivered in accordance with the terms and conditions of that certain Redevelopment Agreement dated as of _______________, 2022, by and among the City of Edina, Minnesota (the “City”), the Authority and Developer (as successor to MDI FRANCE AVENUE, LLC, a Minnesota limited liability company) (as the same may be amended, modified, and/or supplemented from time to time, the “Redevelopment Agreement”), and is subject to the terms, conditions, and limitations on payment set forth therein, including, without limitation, the provisions of Section 3.4 (TIF Assistance and Potential Adjustment) of the Redevelopment Agreement. Capitalized terms used herein and not otherwise defined herein shall have the meaning given to them in the Redevelopment Agreement. Each payment on this Note is payable in any coin or currency of the United States of America which on the date of such payment is legal tender for public and private debts and shall be made by check or draft made payable to Developer and mailed to Developer at its postal address within the United States which shall be designated from time to time by Developer. This Note is a special and limited obligation and not a general obligation of the Authority, which has been issued by the Authority pursuant to, and in full conformity with, the Constitution and the laws of the State of Minnesota, including Minnesota Statutes, Sections 469.174 through 469.1794 (the “TIF Act”), and the terms and conditions of the Redevelopment Agreement and a resolution of the Board of the Authority, to aid in financing a “project” (as defined in Minnesota Statutes, Section 469.174, subdivision 8) of the Authority within the 70th and France Tax Increment Financing District established by the Authority pursuant to Resolution No. 2022-05 (the “TIF District”). G-2 4875-4813-0334\4 Subject to the terms of the Redevelopment Agreement, principal of and interest on this Note shall be payable solely from and in the amount of Available Tax Increments (as hereinafter defined) on each February 1 and August 1 commencing on the later of August 1, 2026 or the first February 1 or August 1 immediately following the date hereof (the “Payment Dates”). On each Payment Date, the Authority shall apply Available Tax Increments to the payment of principal of and interest on this Note. To the extent that the Authority is unable to pay the total principal and interest due on this Note at or prior to February 1, 2041 (the “Maturity Date”) as a result of its having received as of such date insufficient Available Tax Increments, such failure shall not constitute a default under this Note and the Authority shall have no further obligation to pay unpaid balance of principal or accrued interest that may remain after such Maturity Date. All payments made by the Authority on this Note shall be applied first to accrued interest and then to the principal amount of this Note. If Available Tax Increment is insufficient to pay any accrued interest due, such unpaid interest shall be carried forward without interest. Interest shall be computed on the basis of a year of 360 days and charged for actual days principal is unpaid. “Available Tax Increments” means 50% of the tax increments derived from Site A which have been actually received and retained by the Authority from the County of Hennepin, Minnesota, pursuant to the TIF Act, for the six months before each Payment Date. EXCEPT AS TO THE OBLIGATION TO MAKE PAYMENTS FROM THE AVAILABLE TAX INCREMENTS, THIS NOTE IS NOT A DEBT OF THE AUTHORITY, THE CITY, OR THE STATE OF MINNESOTA (THE “STATE”), AND NEITHER THE AUTHORITY, THE CITY, THE STATE NOR ANY POLITICAL SUBDIVISION THEREOF SHALL BE LIABLE ON THIS NOTE, NOR SHALL THIS NOTE BE PAYABLE OUT OF ANY FUNDS OR PROPERTIES OTHER THAN AVAILABLE TAX INCREMENTS. Upon an Event of Default by Developer under the Redevelopment Agreement, the Authority may exercise the remedies with respect to this Note described in the Redevelopment Agreement, the terms of which are incorporated herein by reference, including, without limitation, the suspension or termination of the Authority’s obligation to make any payments under this Note. For avoidance of doubt, the terms of Redevelopment Agreement incorporated herein by the foregoing reference, shall, for purposes of this Note, survive any termination of the Redevelopment Agreement occurring after the issuance of this Note. The principal sum and all accrued interest payable under this Note is prepayable in whole or in part at any time by the Authority without premium or penalty. No partial prepayment shall affect the amount or timing of any other regular payment otherwise required to be made under this Note. Developer shall never have or be deemed to have the right to compel any exercise of any taxing power of the Authority or the City or any other public body, and neither the Authority nor the City nor any director, commissioner, council member, board member, officer, employee or agent of the Authority or the City, nor any person executing or registering this Note shall be liable personally hereon by reason of the issuance or registration hereof or otherwise. THE AUTHORITY MAKES NO REPRESENTATION, COVENANT, OR WARRANTY, EXPRESS OR IMPLIED, THAT THE AVAILABLE TAX INCREMENTS WILL BE SUFFICIENT TO PAY, IN WHOLE OR IN PART, THE PRINCIPAL OF AND INTEREST ON THIS NOTE. NO HOLDER OF THIS NOTE SHALL HAVE RIGHTS AGAINST THE AUTHORITY EXCEPT FOR DISTRIBUTION OF AVAILABLE TAX INCREMENTS. G-3 4875-4813-0334\4 Except as otherwise provided in the Redevelopment Agreement, this Note shall not be assignable or transferable without the prior written consent of the Authority. Any assignee or transferee must execute and deliver to the Authority a certificate, in form and substance reasonably satisfactory to the Authority, pursuant to which, among other things, such assignee or transferee acknowledges and represents: (i) the limited nature of the Authority’s payment obligations under this Note, (ii) that this Note is being acquired for investment for such assignee’s or transferee’s own account, not as a nominee or agent, and not with a view to the resale or distribution of any part thereof, (iii) that the assignee or transferee has no present intention of selling, granting any participation in, or otherwise distributing the same, (iv) that the assignee or transferee is an “accredited investor” within the meaning of Rule 501 of the Regulation D under the Securities Act of 1933, as amended, (v) that the assignee or transferee, either alone or with such assignee’s or transferee’s representatives, has knowledge and experience in financial and business matters and is capable of evaluating the merits and risks of the prospective investment in this Note and the assignee or transferee is able to bear the economic consequences thereof, (vi) that in making its decision to acquire this Note, the assignee or transferee has relied upon independent investigations made by the assignee or transferee and, to the extent believed by such assignee or transferee to be appropriate, the assignee’s or transferee’s representatives, including its own professional, tax and other advisors, and has not relied upon any representation or warranty from the Authority, or any of its officers, employees, agents, affiliates or representatives, with respect to the value of this Note, (vii) that the Authority has not made any warranty, acknowledgment or covenant, in writing or otherwise, to the assignee or transferee regarding the tax consequences, if any, of the acquisition and investment in this Note, (viii) that the assignee or transferee or its representatives have been given a full opportunity to examine all documents and to ask questions of, and to receive answers from, the Authority and its representatives concerning the terms of this Note and such other information as the assignee or transferee desires in order to evaluate the acquisition of and investment in this Note, and all such questions have been answered to the full satisfaction of the assignee or transferee, (ix) that the assignee or transferee has evaluated the merits and risks of investment in this Note and has determined that this Note is a suitable investment for the assignee or transferee in light of such party’s overall financial condition and prospects, (x) that this Note will be characterized as “restricted securities” under the federal securities laws because this Note is being acquired in a transaction not involving a public offering and that under such laws and applicable regulations such securities may not be resold without registration under the Securities Act of 1933, as amended, except in certain limited circumstances, and (xi) that no market for this Note exists and no market for this Note is intended to be developed. This Note is issued pursuant to the Redevelopment Agreement and resolutions of the Board of the Authority and is entitled to the benefits thereof, which Redevelopment Agreement and resolutions are incorporated herein by reference. IT IS HEREBY CERTIFIED AND RECITED that all acts, conditions, and things required by the Constitution and laws of the State of Minnesota to be done, to have happened, and to be performed precedent to and in the issuance of this Note have been done, have happened, and have been performed in regular and due form, time, and manner as required by law; and that this Note, together with all other indebtedness of the Authority or the City outstanding on the date hereof and on the date of its actual issuance and delivery, does not cause the indebtedness of the Authority or the City to exceed any constitutional or statutory limitation thereon. [Remainder of this page intentionally left blank; signatures on following page] G-4 4875-4813-0334\4 IN WITNESS WHEREOF, the Board of the Housing and Redevelopment Authority of Edina, Minnesota, has caused this Note to be executed by the manual signatures of the Chair and the Secretary of the Authority, and has caused this Note to be dated as of the date of original issue specified above. Chair Secretary 2025 2026 2027 2028 2029 2030 2031 2032 SALE ANALYSIS END OF YEAR Year 3 Year 4 Year 5 Year 6 Year 7 Year 8 Year 9 Year 10 Net Operating Income End of Year 7,337,977 7,487,998 7,641,019 7,797,100 7,956,304 8,118,691 8,284,326 8,453,274 Divided By Cap Rate 4.50%4.50%4.50%4.50%4.50%4.50%4.50%4.50% Gross Sale Price 163,066,155 166,399,949 169,800,418 173,268,897 176,806,746 180,415,351 184,096,129 187,850,522 Minus Debt A: First Mortgage 88,551,716 86,857,929 85,097,769 83,268,633 81,367,820 79,392,520 77,339,815 75,206,671 Minus Debt B: Other Loan 4,267,761 4,027,263 3,778,210 3,520,300 3,253,217 2,976,634 2,690,214 2,393,607 Net Sale Amount 70,246,677 75,514,756 80,924,439 86,479,964 92,185,709 98,046,197 104,066,100 110,250,245 Sales Expense 1.50%(2,445,992)(2,495,999)(2,547,006)(2,599,033)(2,652,101)(2,706,230)(2,761,442)(2,817,758) SALES PROCEEDS 67,800,685 73,018,757 78,377,433 83,880,930 89,533,608 95,339,967 101,304,658 107,432,487 2025 2026 2027 2028 2029 2030 2031 2032 Year 3 Year 4 Year 5 Year 6 Year 7 Year 8 Year 9 Year 10 Sales Cash Cash Cash Cash Cash Cash Cash Cash Year Proceeds Flow Flow Flow Flow Flow Flow Flow Flow Initial Investment (43,524,340)(43,524,340)(43,524,340)(43,524,340)(43,524,340)(43,524,340)(43,524,340)(43,524,340) 2023 0 0 0 0 0 0 0 0 2024 362,905 362,905 362,905 362,905 362,905 362,905 362,905 362,905 2025 67,800,685 70,342,980 2,542,295 2,542,295 2,542,295 2,542,295 2,542,295 2,542,295 2,542,295 2026 73,018,757 0 75,724,346 2,705,589 2,705,589 2,705,589 2,705,589 2,705,589 2,705,589 2027 78,377,433 0 0 81,249,583 2,872,150 2,872,150 2,872,150 2,872,150 2,872,150 2028 83,880,930 0 0 0 86,922,972 3,042,042 3,042,042 3,042,042 3,042,042 2029 89,533,608 0 0 0 0 92,748,940 3,215,332 3,215,332 3,215,332 2030 95,339,967 0 0 0 0 0 98,732,054 3,392,087 3,392,087 2031 101,304,658 0 0 0 0 0 0 104,877,036 3,572,378 2032 107,432,487 0 0 0 0 0 0 0 111,188,761 2033 113,728,417 0 0 0 0 0 0 0 0 Total 27,181,545 35,105,206 43,336,032 51,881,572 60,749,581 69,948,027 79,485,097 89,369,199 INTERNAL RATE OF RETURN 17.59%16.13%15.20%14.52%14.01%13.59%13.24%12.94% Section 3.4(d) Excess Return IRR 20.00%20.00%18.00%18.00%18.00%16.00%16.00%16.00% PROJECT RETURN EXCEEDED?No No No No No No No No SITE A EXCESS RETURN 0 0 0 0 0 0 0 0 Credit: Remaining TIF Note Balance ($5,000,000)($4,570,051)($4,121,635)($3,653,958)($3,166,195)($2,657,481)($2,126,916)($1,573,564) A) 50% Remaining Excess Return:$0 $0 $0 $0 $0 $0 $0 $0 B) Cum. TIF Note P&I Payments:$0 $663,701 $1,340,677 $2,031,192 $2,735,517 $3,453,928 $4,186,708 $4,934,144 Site A TIF Adjustment (Lesser A or B):$0 $0 $0 $0 $0 $0 $0 $0 Notes: Cap Rate:4.50%Stabilized TIF Note:$5,000,000 Sales Expense:1.50%TIF Note Rate:4.25% Development Cost:$138,740,972 Initial Annual TIF P&I:$637,929 Equity Investment $43,524,340 Initial First Mortgage $90,181,632 Additional Debt:$4,500,000 EXHIBIT H - Sample IRR Calculations and Site A TIF Adjustment Calculations 7001 France Avenue - Site A Assumptions: Analaysis of Internal Rate of Return (IRR) of the Initial TIF Proforma project cashflows and potential sales through year 10. Sales proceeds assume onetime sale of the Minimum Improvements using valuation based on Initial TIF Proforma Net Operating Income. Annual cash flows include Net Operating Income less annual debt service and reserve allowance. Hypothetical sales are provided solely for purposes of providing an example of the Sale Lookback and Site A Excess Returns provisions. City of Edina Sales and Cashflow Analysis for Sample IRR Calculation IRR ANALYSIS END OF YEAR 267 Market Rate Apartments; 1,372 (sf) Commercial Space I-1 4873-1507-6381\6 Exhibit I Form of Parking Easement Agreement PARKING EASEMENT AGREEMENT (7001 France Avenue – Site A) THIS PARKING EASEMENT AGREEMENT (this “Agreement”) is made and entered into this ___ day of ____________, 202___ (“Effective Date”), by and between the City of Edina, Minnesota, a Minnesota statutory city (the “City”), and [to be the current owner(s) of the Property and Easement Premises] (“Owner”). RECITALS: A. The Housing and Redevelopment Authority of Edina, Minnesota, a public body corporate and politic organized and existing under the laws of the State of Minnesota (the “Authority”), the City, and Owner, as “Developer”, are parties to that certain Redevelopment Agreement (7001 France Avenue – Site A) dated _______________, 2022 (the “Redevelopment Agreement”). B. The Redevelopment Agreement provides for the redevelopment by Owner of certain real property located at 7001 France Avenue, as legally described on the attached Exhibit A (the “Property”) and other property adjoining the Property, collectively, referred to herein and in the Redevelopment Agreement as the “Project Area”. C. The Property is located within the 70th and France Tax Incremental Financing District, established by the Authority pursuant to Resolution No. 2022-05, in coordination with the Authority and with the cooperation and assistance of the City. D. The Redevelopment Agreement provides for the expenditure of certain public funds to assist in the redevelopment of the Property with certain “Minimum Improvements” consisting generally of (i) a 24-story, mixed-use building, collectively including, without limitation, approximately 267 market- rate residential units, 1,500 square feet of retail, above ground structured parking for exclusive use of building tenants and guests, (ii) interior access roadways creating a grid street pattern in the Project Area and establishing future through-connections on adjacent properties, and (iii) related site improvements. E. The Minimum Improvements also includes a total of 118 structured public parking stalls (the “Public Parking”), which such Public Parking is located on that portion of the Property legally described and depicted on the attached Exhibit B (the “Parking Premises”). F. The City and Owner have agreed in the Redevelopment Agreement that Owner shall grant an easement to the City pursuant to which the Public Parking will be open and accessible to the general public for parking purposes pursuant to the terms and conditions of this Agreement. G. Owner has agreed to own, operate, manage, and maintain the Public Parking pursuant and subject to the terms and conditions of the Redevelopment Agreement and this Agreement. H. The City and Owner deem it to be in their interests and in furtherance of the economic development and redevelopment plan for the Property reflected in the Redevelopment Agreement to enter into this Agreement. I-2 4873-1507-6381\6 NOW, THEREFORE, in consideration of the premises and the mutual obligations of the parties hereto, each of them does hereby covenant and agree with the others as follows: ARTICLE I RECITALS; EXHIBITS, DEFINITIONS 1.1 Recitals. The foregoing Recitals are true and correct statements of fact and are incorporated into this Amendment by this reference, including the definitions set forth therein. 1.2 Exhibits. All Exhibits referred to in and attached to this Agreement upon execution are incorporated in and form a part of this Agreement as if fully set forth herein. 1.3 Definitions. Unless otherwise defined herein or unless context requires otherwise, undefined terms used herein shall have the meanings set forth in the Redevelopment Agreement. All defined terms may be used in the singular or the plural, as the context requires. ARTICLE II GRANT OF EASEMENTS 2.1 Grant of Parking Easement. Owner hereby grants and conveys to the City, for the benefit of the City and the general public: (a) a non-exclusive, perpetual public easement over, across, upon and through the Parking Premises, for the purpose of the general public utilizing the Public Parking for vehicular parking and utilizing all ancillary amenities, components, and fixtures located thereon and therein for the users of the Public Parking in general, all as required by, or reasonably inferable from, the City Approvals and/or the Redevelopment Agreement (e.g., bike racks, bike repair facilities and equipment, EV charging stations), all in accordance with and subject to the terms and conditions of this Agreement; and (b) a non-exclusive, perpetual public easement over, across, upon and through all means of pedestrian and vehicular access to and from public rights of way, streets, alleys, public spaces, and easements appurtenant and/or used in connection with the Parking Premises located on the Property and adjoining or contiguous to the Parking Premises, all as depicted on the attached Exhibit B (collectively, the “Access Premises”, and together with the Parking Premises, collectively the “Easement Premises”), all in accordance with and subject to the terms and conditions of this Agreement. By a written amendment to this Agreement that is mutually acceptable to the City and Owner, the City will agree to reduce the actual number of parking stalls forming part of the Public Parking, and a corresponding modification to the Parking Premises, by a maximum of 23 parking stalls if the parking within the Minimum Improvements on the street level along Drew Avenue or Ewing Avenue is converted to street level retail space. I-3 4873-1507-6381\6 ARTICLE III TERM 3.1 Term. The easements granted hereby, and each reservation, covenant, condition and restriction contained in this Agreement, shall be effective as of the date hereof, shall be perpetual, and shall remain in effect until affirmatively released by the City. Such release shall be evidenced by the recording of a release or termination of this Agreement in the real estate records of Hennepin County, Minnesota, at which time this Agreement shall terminate. ARTICLE IV USE OF EASEMENT PREMISES 4.1 Operation and Control of Easement Premises. During the term of this Agreement, Owner shall operate the Easement Premises in accordance with this Agreement and all applicable governmental laws, ordinances, regulations and orders, at Owner’s sole cost and expense. Subject to the terms of this Agreement, Owner has full authority and control over the management, operation, and use of the Easement Premises; provided, however, all parking within the Public Parking shall be free of charge and Owner shall not charge any fee for the use of the Public Parking, and the Public Parking shall be available 24 hours a day, seven days a week, 365 days a year (subject to certain limitations set forth in Section 4.4 below), and all subject only to reasonable, non-discriminatory limitation, rules and regulations governing its use adopted by Owner and approved by the City Manager in accordance with Section 4.4(d) below. 4.2 Signage. Owner shall install and maintain the following signage: (a) A prominent, permanent “Public Parking” sign at or near each vehicular entrance to the Public Parking areas; (b) Prominent, permanent Public Parking wayfinding signage at strategic locations on the Project Site which indicates the presence of and direction to the Public Parking; (c) Prominent, permanent signage clearly delineating “private” parking stalls from the Public Parking; and (d) A permanent placard (to be no smaller than approximately 8 1/2 by 11 inches) in the pedestrian access entrance/exit lobby(ies) or foyer(s) of the public parking area which states that the Public Parking is provided in partnership with the City and the Authority. The final design and wording of each element of the foregoing signage shall be subject to the City Manager’s prior written approval, not to be unreasonably, or delayed. 4.3 Waste, Nuisance, Damage, Disfigurement or Injury to Easement Premises. Neither the City nor Owner shall knowingly or willfully commit or suffer to be committed any waste or damage in or upon the Easement Premises, or any disfigurement or injury to any improvements hereafter erected or located upon the Easement Premises, or any part thereof, or the fixtures and/or equipment thereof. Neither the City nor Owner, in its use and occupancy of the Easement Premises, shall knowingly and willfully commit or suffer to be committed any act or thing which constitutes a nuisance. Usual and normal wear and tear, damage by the elements, unavoidable casualty or depreciation and diminution over time shall not be considered “waste,” “nuisance,” “damage, “disfigurement,” or “injury.” I-4 4873-1507-6381\6 4.4 Owner’s Reservation of Certain Rights. The City’s easement rights under this Agreement shall be subject to the following reservations, as well as the other applicable provisions contained in this Agreement: (a) Owner reserves the right to close-off any portion of the Easement Premises for such reasonable period of time as may be legally necessary, in the opinion of Owner’s counsel, to prevent the acquisition of prescriptive rights by anyone; provided, however, that prior to closing-off any portion of the Easement Premises, Owner shall give as much written notice as reasonably practicable of its intention to do so. (b) Owner reserves the right at any time and from time to time to exclude and restrain any private party from access to the Public Parking for cause and on a non-discriminatory basis. (c) Owner reserves the right to temporarily erect or place barriers in and around areas on the Easement Premises which are being constructed and/or repaired in order to ensure either safety of persons or protection of property. (d) Owner reserves the right to adopt and enforce reasonable rules and regulations for the safe, efficient, and orderly use and operation of the Easement Premises, so long as such rules and regulations are applied on a non-discriminatory basis, do not adversely impact the City’s or the public’s rights to use of the Easement Premises as set forth in this Agreement, and are approved by the City Manager or its designee. ARTICLE V MAINTENANCE OF THE EASEMENT PREMISES 5.1 Maintenance. At all times during the term hereof, Owner, at its cost and expense, shall keep and maintain the Easement Premises and the other Minimum Improvements in good condition and repair in a first-class manner, similar to that of other structured parking facilities located within other first-class, multi-use projects in the Minneapolis-Saint Paul metropolitan area, which such maintenance shall include, without limitation, the following: (a) all repairs, replacements, renewals, alterations, additions and betterments thereto, interior and exterior, structural and non-structural, ordinary and extraordinary, and foreseen and unforeseen, all as may be necessary to keep the Easement Premises and the other Minimum Improvements in the condition and repair required by this Agreement, and which are consistent with the requirements of the City Approvals and the Redevelopment Agreement, and which do not adversely impact the City’s or the public’s rights to use of the Easement Premises as set forth in this Agreement, which such requirements include, without limitation, (i) maintaining compliances with LEED Certification or “Parksmart” certification (or equivalent as determined by the City in accordance with the Redevelopment Agreement); (ii) maintaining electric vehicle (EV) chargers at the parking premises forming part of the Minimum Improvements such that a minimum of five percent (5%) of all parking stalls (inclusive of the Public Parking and the private stalls on the Minimum Improvements) have EV chargers, and causing a minimum of an additional ten percent (10%) of all such parking stalls to have conduits for future EV chargers; I-5 4873-1507-6381\6 (iii) maintaining the security cameras, security phones, panic buttons, and other public safety features approved by and required by the City in accordance with the Redevelopment Agreement; (b) maintaining all drive and parking surfaces in a smooth and evenly-covered condition, which maintenance work shall include cleaning, sweeping, restriping, repairing and resurfacing the same; (c) maintaining in good working order (including cleaning and painting as necessary), repairing, and replacing as necessary the Access Premises; (d) maintaining in good working order, repairing, and replacing as necessary all ventilation and mechanical systems; (e) maintaining in good working order, repairing, and replacing as necessary any automated parking system; (f) maintaining in good working order, repairing, and replacing as necessary all domestic water, sewer, storm water, gas, electricity, power, heat, telephone, other communications service, commercially reasonable security and life safety systems, and any and all other utility or similar services used, rendered, or supplied, upon, at, from, or in connection with the Easement Premises; (g) periodic sweeping out and removal of all papers, debris, filth, refuse, ice and snow, provided all sweeping shall be at appropriate intervals during such times as shall not unreasonably interfere with the use of the Easement Premises; (h) placing, keeping in repair, replacing and repainting any appropriate directional signs or markers, within or associated with the Easement Premises; (i) operating, keeping in repair, cleaning and replacing when necessary such Easement Premises lighting facilities as may be reasonably required, including without limitation all lighting necessary or appropriate for security of the Easement Premises; 5.2 No Obligation of the City to Repair or Maintain. The City shall have no obligation of any kind, expressed or implied, to repair, rebuild, restore, reconstruct, modify, alter, replace, or maintain the Easement Premises or any part thereof, except to the extent that the Owner demonstrates that any damage to the Easement Premises was directly caused by the gross negligence or willful misconduct of the City, its employees, or agents. ARTICLE VI UTILITIES 6.1 Utility Charges. During the term of this Agreement, Owner shall pay, or cause to be paid, when the same become due, all charges for water, sewer usage, storm water, gas, electricity, power, heat, telephone, or other communications service and any and all other utility or similar services used, rendered, supplied, or consumed in, upon, at, from, or in connection with the Easement Premises, or any part thereof. I-6 4873-1507-6381\6 ARTICLE VII TAXES AND ASSESSMENTS 7.1 Payment of Taxes and Assessments. Owner shall pay, or cause to be paid, before becoming delinquent, all real estate taxes, charges, assessments, and levies, assessed and levied by any governmental taxing authority during the term of this Agreement against the Easement Premises and the other Minimum Improvements. Subject to the terms of the Redevelopment Agreement, Owner shall have the right and option, at any time but solely at Owner’s expense, to pay any real estate taxes or assessments in installments or under protest or in a similar manner, or to contest the levy or amount of the same in appropriate legal or administrative proceedings. ARTICLE VIII INDEMNIFICATION, INSURANCE 8.1 Indemnification of the City. Except to the extent caused by the willful misconduct or gross negligence of the City, its employees or agents, or the general public, or arising out of the default by the City and its officers, employees or agents, of obligations made pursuant to a contract with Owner, including this Agreement, Owner hereby covenants and agrees to indemnify and save harmless the City and its employees and agents from and against any and all claims, demands, actions, damages, costs, expenses, reasonable attorneys’ fees, and liability in connection with the loss of life, personal injury and/or damage to property, to the extent arising from or out of the design or initial construction, maintenance and operation of the Easement Premises, or in connection with the use or occupancy of the Easement Premises, or any part thereof, by Owner, or to the extent arising out of the breach of Owner’s obligations hereunder. 8.2 Property Insurance. At all times during the term hereof, Owner, at its sole cost and expense, shall keep the Easement Premises and the other Minimum Improvements, and all alterations, extensions, and improvements thereto and replacements thereof, insured, in the amount of the full replacement cost thereof and with such deductibles as Owner deems appropriate, against loss or damage by fire and against those casualties covered by extended coverage insurance and against vandalism and malicious mischief and against such other risks, of a similar or dissimilar nature, as are customarily covered with respect to improvements similar in construction, general location, use, and occupancy to such improvements. 8.3 Personal Property. All property of every kind and character which Owner may keep or store in, at, upon, or about the Easement Premises shall be kept and stored at the sole risk, cost, and expense of Owner. 8.4 Liability Insurance. During the term of this Agreement, Owner shall procure and maintain continuously in effect (or shall cause the same to occur), the following policies of insurance of the kind and minimum amounts as are customarily maintained with respect to facilities and improvements similar to those located on the Easement Premises, at commercially reasonable coverage levels, to be reviewed from time to time by Owner: (a) insurance against liability (including passenger elevator liability) for injuries to or death of any person or damage to or loss of property arising out of or in any way relating to the use, occupancy, or condition of the Easement Premises, or any part thereof, including insuring the indemnification obligations set forth in Section 8.1 above, which such insurance shall provide that the City is an additional insured; (b) garage keepers’ liability insurance including coverage for: I-7 4873-1507-6381\6 (i) Fire and explosion; (ii) Theft (of entire vehicle); and (iii) Riot, civil commotion, malicious mischief, and vandalism. 8.5 General Insurance Requirement. All insurance required in this Agreement shall be placed with financially sound and reputable insurers licensed to transact business in the State of Minnesota. Owner shall promptly following the City’s request therefor, furnish the City with copies of policies evidencing all such insurance or a certificate or certificates of the respective insurers stating that such insurance is in force and effect. Each policy of insurance herein required shall contain a provision that the insurer shall not cancel it without giving written notice to the City at least 10 days before the cancellation becomes effective. The insurance coverage herein required may be provided by a blanket insurance policy or policies. 8.6 No Obligation of the City for Insurance. At no time and under no circumstances shall the City be required to take out, maintain in force and effect, or pay for any type of insurance coverage with reference to the protection of and/or ownership of and/or occupancy of and/or a suit relating to the Easement Premises and/or any improvements hereafter located thereon. ARTICLE IX ASSIGNMENT 9.1 Assignment by the City. During the term of this Agreement, the City may not assign or transfer its interest under this Agreement without the prior written consent of Owner. 9.2 Assignment by Owner. Owner may assign or otherwise transfer its interest under this Agreement in connection with any sale or transfer of the Minimum Improvements subject to the terms and conditions of the Redevelopment Agreement. The City shall recognize and approve any successors or assigns of Owner. ARTICLE X CASUALTY 10.1 Destruction. In the event that all or any part of the Easement Premises and/or other portions of the Minimum Improvements are destroyed by fire or other casualty, Owner shall promptly rebuild, reconstruct and/or restore the same to the extent insurance proceeds are available or, in the event insurance proceeds are not sufficient to reconstruct and/or restore the same, to the extent insurance proceeds combined with any contributions by Owner toward reconstruction are available. ARTICLE XI EMINENT DOMAIN 11.1 Major Condemnation. If all of the Easement Premises is taken, acquired, or condemned by eminent domain for any public or quasi-public use or purpose, this Agreement shall terminate as of the date of vesting of title in the condemning authority. Each party shall make its own claim in the condemnation proceeding based upon the value of its respective interest in the Easement Premises. I-8 4873-1507-6381\6 ARTICLE XII DEFAULT AND REMEDIES 12.1 Default By Owner. If Owner fails to perform any of its obligations under this Agreement, and fails to cure such default after 30 days’ written notice of such failure or, if such failure cannot reasonably be cured within such 30 days, fails to commence curative action and thereafter diligently complete the same within a reasonable period of time, not to exceed an additional 90 days, then, in such case, the City may pursue all available remedies at law and in equity, and the City may, but shall not be obligated to, cure such failure on behalf of Owner and Owner shall pay to the City all sums due and owing on account thereof. The City shall submit a statement to Owner evidencing the costs incurred to cure such failure. If Owner has failed to make payment in accordance with the statement within 60 days after receipt thereof, the City shall have the right to assess the costs incurred by the City to all or any portion of the Property as a service charge pursuant to Minnesota Statutes, Section 429.101, or any successor statute. 12.2 Copy of Notice of Default to Mortgagee. If the City delivers any notice or demand to Owner with respect to any default under this Agreement, the City will endeavor to also deliver a copy of such notice or demand to the mortgagee of any mortgage encumbering the Property at the address of such mortgagee provided to the City in a written notice from Owner or the mortgagee, provided that failure of the City to give any such notice shall not limit the City’s ability to exercise any of its remedies hereunder. ARTICLE XIII MISCELLANEOUS 13.1 Notices. Except as otherwise expressly provided in this Agreement, a notice, demand or other communication under this Agreement by any party to any other shall be sufficiently given or delivered if it is (a) dispatched by registered or certified mail, postage prepaid, return receipt requested, (b) sent by recognized overnight courier (such as Federal Express), or (c) delivered personally, as follows: In the case of Owner: At the address of record for real property tax assessment notices with respect to the Property, or at such other address as either party shall have specified by written notice delivered in accordance with this section. with a copy to: Any applicable mortgagee in accordance with Section 12.2. In the case of the City: City of Edina Attn: City Manager 4801 West 50th Street Edina, MN 55424 with a copy to: Dorsey & Whitney LLP Attn: Jay Lindgren 50 South Sixth Street, Suite 1500 Minneapolis, MN 55402 or at such other address with respect to any such party as that party may, from time to time, designate in writing and forward to the other, as provided in this Section. I-9 4873-1507-6381\6 13.2 Survival. The easements granted hereby and each reservation, covenant, condition and restriction contained in this Agreement will run with the land and will be binding upon, and inure to the benefit of, as the case may be, Owner and the City and their respective successors and assigns. 13.3 Dedication. Nothing contained in this Agreement will be deemed to be a gift or dedication of any portion of the Easement Premises to the general public. 13.4 Waiver. The waiver by any party hereto of any breach or default of any provisions anywhere contained in this Agreement shall not be deemed to be a waiver of any subsequent breach or default thereof. No provision of this Agreement shall be deemed to have been waived by any party hereto unless such waiver is in writing and signed by the party charged with any such waiver. 13.5 Private Easement and Restriction Agreement. The Project Area is subject to the terms of that certain Easement and Restriction Agreement dated March 24, 2022, originally by and between U.S. Bank National Association, a national banking association, and MDI France Avenue, LLC, a Minnesota limited liability company, recorded on March 29, 2022, with the Hennepin County Registrar of Titles as Document No. 5932919 (the “Private ERA”). The rights granted to the City, the Authority, and/or the general public hereunder, shall be subject to the provisions of the Private ERA; provided, however, Owner hereby represents, warrants, and covenants that the Private ERA does not and will not prohibit the granting of, or the use and enjoyment of, the Easement Premises and/or the other rights granted to the City, the Authority, and/or the general public hereunder. 13.6 Joinder; Permitted Encumbrance. Except for the mortgagee consent attached hereto, Owner represents and warrants that this Agreement does not require the joinder or approval of any other person and each of the parties respectfully has the full, unrestricted and exclusive legal right and power to enter into this Agreement for the term and upon the provisions herein recited and for the use and purposes hereinabove set forth. Owner shall cause this Agreement to constitute a permitted encumbrance under any loan agreement heretofore or hereafter entered into between Owner and any construction lender or permanent lender and for the rights of any such lender to be subordinated to this Agreement and the City’s rights and interests hereunder. 13.7 Amendments. Except as otherwise herein provided, and not otherwise, no subsequent alteration, amendment, change, waiver, discharge, termination, deletion, or addition to this Agreement shall be binding upon either party unless in writing and signed by both parties. 13.8 Attorneys’ Fees. In case any action at law or in equity, including an action for declaratory relief, is brought against Owner to enforce the provisions of this Agreement, Owner agrees to pay the reasonable attorneys’ fees and other reasonable expenses paid or incurred by the City in connection with the action. 13.9 Governing Law. This Agreement is governed by the laws of the state of Minnesota and, where applicable, the laws of the United States of America. 13.10 Severability. If any provisions hereof shall be invalid, illegal or unenforceable, the validity, legality and enforceability of the remaining portions shall not in any way be affected or impaired. 13.11 Counterparts. This Agreement may be executed in any number of counterparts, each of which shall constitute one and the same instrument [Remainder of page intentionally left blank; signature pages follow] I-10 [Signature Page to Parking Easement Agreement (7001 France Avenue – Site A)] 4873-1507-6381\6 IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be duly executed as of the day and year first above written. CITY: CITY OF EDINA, MINNESOTA By: _________________________________________ ___________________, Mayor By: _________________________________________ ___________________, City Manager STATE OF MINNESOTA ) ) ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this ____ day of _____________, 20___, by ____________ and ____________, the Mayor and City Manager respectively, of the City of Edina, Minnesota, on behalf of the City. ____________________________________________ Notary Public I-11 [Signature Page to Parking Easement Agreement (7001 France Avenue – Site A)] 4873-1507-6381\6 OWNER: __________________________ By: _________________________________________ Name: _______________________________________ Its: _________________________________________ STATE OF _______________ ) ) ss. COUNTY OF _____________ ) The foregoing instrument was acknowledged before me this ___ day of _______________, 202___, by _______________, the ______________________________ of _______________________________, a ________________________, on behalf of the ________________________. Notary Public THIS DOCUMENT WAS DRAFTED BY: Dorsey & Whitney LLP 50 South Sixth Street, Suite 1500 Minneapolis, MN 55402-1498 I-12 [Exhibit A to Parking Easement Agreement (7001 France Avenue – Site A)] 4873-1507-6381\6 Exhibit A Legal Description of the Property Lot 2, Block 1, A M N Addition, Hennepin County, Minnesota Torrens Property/Certificate of Title No. 1541002 I-13 [Exhibit B to Parking Easement Agreement (7001 France Avenue – Site A)] 4873-1507-6381\6 Exhibit B Legal Description and Depiction of the Parking Premises and the Access Premises [Depiction for illustrative purposes; final exhibit to be updated based on final plans/construction prior to easement execution.] I-14 4873-1507-6381\6 CONSENT AND SUBORDINATION The undersigned, ___________________, a ___________________, holder of that certain [Mortgage] executed by ________________________, a ________________________, dated ________________, 20____, filed ________________, 20____, as Document No. ___________, in the office of the County Recorder in and for Hennepin County, Minnesota, and filed ________________, 20____, as Document No. ___________, in the office of the Registrar of Titles in and for Hennepin County, Minnesota, in favor of ________________ (the “Mortgage”), hereby consents to the foregoing Parking Easement Agreement (7001 France Avenue – Site A) (the “Easement Agreement”), and hereby subjects and subordinates the Mortgage and all of its right, title and interest in and to the Easement Agreement. ___________________________________, a ___________________ By: _________________________________________ Name: _______________________________________ Title: ________________________________________ STATE OF ______________ ) ) ss. COUNTY OF ______________ ) The foregoing instrument was acknowledged before me this ____ day of ____________, 20______, by ____________________, the _________________ of ___________________, a ___________________, on behalf of the ___________________. ____________________________________________ Notary Public J-1 Exhibit J Equity and Inclusion Community Engagement Plan [See attached.] 1 , Community Participation Plan Mortenson knows how critically important community participation is. We are committed to provide opportunities to participate in and benefit from the construction of projects to a broad and diverse membership of the community. Mortenson’s community participation plan is a multi-faceted program to achieve meaningful participation in the project by the local community, including people of color; women, minority and women owned businesses, and other targeted members of the community. The main components of our plan are aimed at 1) maximizing participation and 2) ensuring that all targeted businesses that participate in the project have a successful experience which will benefit their organization for further opportunities. Our program successes are demonstrated on such projects as the Minneapolis Convention Center Expansion, Minneapolis Central Library, FedExForum, Target Field, Sprint Center, KFC YUM! Center, Salt River Fields, US Bank Stadium and numerous other projects in both public and private sectors across the country. The major features of Mortenson’s Community Participation Program include the following: • Maximizing Local and MWBE Contracting • Community Outreach • Workforce Diversity • Technical Assistance • Internship Program Maximizing Local and MWBE Contracting Strengthening the minority and female business community economically contributes to the overall economic growth and expansion of our markets. Mortenson’s program is designed to achieve meaningful and lasting benefits to the community through business opportunity that enable local, female and minority businesses to enhance and further develop and grow their businesses. Initiatives for maximizing local, women and minority business participation include: A. Structuring bid packages to allow for maximum participation by local women and minority owned businesses, including targeting specific scopes of work for MWBE firms. 2 B. Collaborating with local, women and minority business organizations to identify firms for participation on the project. National Association of Minority Contractors Hispanic Contractor Association Association of Women Contractors Ethnic Chambers of Commerce Economic Development Associations C. Establishing aggressive goals consistent with the availability of MWBE firms in the marketplace. D. Facilitating majority and MWBE partnerships. E. Developing an accelerated payment process for small, minority and women owned businesses to ease the cash flow difficulties such firms may experience. F. Developing a retention reduction plan. Community Engagement Mortenson believes in focused relationship-building and active, visible and sustained outreach to the community. Mortenson’s outreach approach is aimed at identifying, attracting, qualifying and building interest and enthusiasm for the project to the local and MWBE contracting community. We accomplish this through the following strategies: A. Contractor open houses to explain the bid packages, procurement schedule and process to interested bidders. B. Conduct pre-bid informational meetings to inform and advise local and MWBE contractors of the potential opportunities on the project. C. Communication via Internet, Radio, Newspaper, Plan Rooms. D. Liaison with community organizations, Neighborhood Groups, Elected Officials, Community Leaders, and Agencies. Workforce Diversity Mortenson is committed to ensuring that the community participates in the construction through meaningful employment opportunities. We have created initiatives that have led to an infusion of 3 women and people of color into the construction trades. Maximizing participation opportunities for the local workforce, including women and minorities, includes: A. Collaborating with community based organizations to assist with the recruitment and referral of workers. a. Urban League b. NAACP c. American Indian OIC d. Goodwill Industries Construction Program e. Etc. B. Implementing the Community Workforce Program which provides construction entry- level employment opportunities for motivated unemployed and under-employed residents through short-term “hands on” industry experience from which participants can learn and identify a career path should they desire to pursue opportunities within the construction industry. Mentoring/Technical Assistance To address capacity building of small, women and minority businesses, Mortenson developed a MWBE Resource Center as a tool to strengthen and expand small, women and minority businesses in the community. The resource center provides a knowledge base and technical assistance in all facets of the construction business, with Mortenson personnel and consultants utilized as construction experts providing guidance and support. The services of the resource center are concentrated around business development, business administration, project management and technical services for MWBE firms to develop and enhance their capabilities and competencies for future growth. Internship Program Mortenson’s internship program offers high school and college students the opportunity to participate in paid summer internships that will expose them to the construction industry and give students the opportunity to gain experience in varied aspects of the construction business. Program Administration Lynn Littlejohn, Vice President of Community Affairs, provides leadership in the implementation and monitoring of the Community Participation Plan. K-1 4864-8511-1331\2 Exhibit K Form of Equity and Inclusion Report Equity and Inclusion Report (7001 France Avenue – Site A) Project Name & Address: 7001 France Avenue (Site A), Edina, Minnesota Developer: __________________________ (as successor to MDI FRANCE AVENUE, LLC) General Contractor: M.A. Mortenson Company Construction Trade Total Hours Worked Hours Worked by Under-Represented Groups % Names of Employers BIPOC Men BIPOC Women Non-BIPOC Women Demolition __% Grading/Excavation __% Carpentry __% Concrete __% Masonry __% Electrical __% Plumbing __% Glass & Glazing __% Painting & Finishes __% Site Work __% Other __% Total __% NA BIPOC includes workers whose ethnicity includes black, indigenous and other people of color Target Actual Good Faith Efforts made? Goal Achieved % Hours worked by BIPOC / minority 32% Yes or No Yes or No K-2 4864-8511-1331\2 workers (men and women combined) = % Hours worked by women (BIPOC and Non-BIPOC combined) = 10% Yes or No Yes or No Summary of Certified* Women-Owned Business Enterprises Name of Business (common name and dba) City & State Description of Trade Value of Sub-Contract *Certified means any business entity that is formally recognized as a disadvantaged business entity (typically women-owned or minority-owned) by the State of Minnesota or other Minnesota-based entity. Summary of Certified* Minority-Owned Business Enterprises Name of Business (common name and dba) City & State Description of Trade Value of Sub-Contract *Certified means any business entity that is formally recognized as a disadvantaged business entity (typically women-owned or minority-owned) by the State of Minnesota or other Minnesota-based entity. Total Cost of General Contractor and Subcontracted Work: Total Subcontracted Work awarded to certified MBEs Total Subcontracted Work awarded to certified WBEs Combined total: $ _______ $ _______ $ _______ _______% Target Actual Good Faith Efforts made? Goal Achieved % Subcontracted Work awarded to MBE Na Yes or No Yes or No % Subcontracted Work awarded to WBE Na Yes or No Yes or No Total % Subcontracted Work awarded to MBE and WBE 25% Yes or No Yes or No K-3 4864-8511-1331\2 Pursuant to and in accordance with Section 4.9 of that certain Redevelopment Agreement dated ______________, 2022 by and among the City of Edina, Minnesota, a Minnesota statutory city (the “City”), the Housing and Redevelopment Authority of Edina, Minnesota, a public body corporate and politic organized and existing under the laws of the State of Minnesota (the “Authority”), and _________________________________ (as successor to MDI France Avenue, LLC, a Minnesota limited liability company) (“Developer”), Developer hereby represents, warrants, and certifies to the City and the Authority that the information provide in or connection with this report is true and correct in all material respects. DEVELOPER: __________________________ By: _________________________________________ Name: _______________________________________ Its: _________________________________________ Execution Draft Redevelopment Agreement (7001 France Avenue – Sites B and C) 4877-6652-3167\7 Redevelopment Agreement (7001 France Avenue – Sites B and C) by and among City of Edina, Minnesota, Housing and Redevelopment Authority of Edina, Minnesota, and MDI France Avenue, LLC Dated as of June 30, 2022 THIS DOCUMENT WAS DRAFTED BY: Dorsey & Whitney LLP 50 South Sixth Street, Suite 1500 Minneapolis, MN 55402-1498 Execution Draft -i- Redevelopment Agreement (7001 France Avenue – Sites B and C) 4877-6652-3167\7 TABLE OF CONTENTS Page Article I Recitals; Exhibits, Definitions ..................................................................................................... 4 1.1 Recitals ......................................................................................................................... 4 1.2 Exhibits ......................................................................................................................... 4 1.3 Definitions .................................................................................................................... 4 Article II Representations and Warranties .............................................................................................. 9 2.1 Representations and Warranties of the City ................................................................. 9 2.2 Representations and Warranties of the Authority ........................................................ 9 2.3 Representations and Warranties of Developer ........................................................... 10 Article III TIF Assistance ......................................................................................................................... 11 3.1 Creation of TIF District; Certification ........................................................................ 11 3.2 Qualified Redevelopment Costs ................................................................................. 11 3.3 TIF Note ..................................................................................................................... 12 3.4 TIF Assistance and Potential Adjustment .................................................................. 14 3.5 Assignment of Note .................................................................................................... 17 3.6 Action to Reduce Taxes ............................................................................................. 18 Article IV Project Requirements ............................................................................................................. 18 4.1 Commencement and Completion of Minimum Improvements .................................. 18 4.2 Zoning and Land Use Approvals ................................................................................ 19 4.3 Building and Construction Permits ............................................................................ 20 4.4 Restrictions on Development ..................................................................................... 20 4.5 Submission and Approval of Evidence of Financing ................................................. 20 4.6 Public Easements ........................................................................................................ 20 4.7 Public Art ................................................................................................................... 22 4.8 Environmental Sustainability ..................................................................................... 23 4.9 Equity and Inclusion ................................................................................................... 23 4.10 Effect of Delay ........................................................................................................... 26 4.11 Additional Responsibilities of Developer. ................................................................. 27 4.12 Certificate of Completion ........................................................................................... 27 4.13 Commencement Default Site C Purchase Right ......................................................... 28 4.14 Future Site C Purchase Right ..................................................................................... 28 4.15 Temporary Restrictive Covenants .............................................................................. 29 Article V Encumbrance of Site B and Site C .......................................................................................... 29 5.1 Mortgage of the Minimum Improvements Area ........................................................ 29 5.2 Copy of Notice of Default to Mortgagee .................................................................... 30 5.3 Mortgagee’s Option to Cure Events of Default .......................................................... 30 5.4 Rights of a Foreclosing Mortgagee ............................................................................ 30 5.5 Events of Default Under Mortgage ............................................................................ 31 5.6 Subordination of Agreement ...................................................................................... 31 Execution Draft -ii- Redevelopment Agreement (7001 France Avenue – Sites B and C) 4877-6652-3167\7 Article VI Insurance and Indemnification .............................................................................................. 31 6.1 Insurance .................................................................................................................... 31 6.2 Indemnification .......................................................................................................... 32 Article VII Other Developer Covenants ................................................................................................. 32 7.1 Developer Reimbursement Obligations ..................................................................... 32 7.2 Maintenance and Operation of the Improvements ..................................................... 33 7.3 Cooperation with Litigation ....................................................................................... 33 7.4 Condemnation, Damage, or Destruction .................................................................... 33 7.5 Business Subsidy Agreement ..................................................................................... 33 7.6 Developer/Authority Grant Applications ................................................................... 34 7.7 Mitigation of Construction Disruption ....................................................................... 34 7.8 Temporary Landscaping; Screening of Site B and C, and Sidewalks ........................ 34 7.9 Project Information .................................................................................................... 35 Article VIII Transfer Limitations ........................................................................................................... 36 8.1 Representation as to the Minimum Improvements ..................................................... 36 8.2 Limitation on Transfers .............................................................................................. 36 Article IX Events of Default and Remedies ............................................................................................ 37 9.1 Events of Default Defined .......................................................................................... 37 9.2 Developer Events of Default ...................................................................................... 37 9.3 City and Authority Events of Default ......................................................................... 38 9.4 Cure Rights ................................................................................................................. 38 9.5 Authority Remedies on Developer Events of Default ................................................ 38 9.6 City Remedies on Developer Events of Default ......................................................... 39 9.7 Developer Remedies on City or Authority Events of Default .................................... 39 9.8 No Remedy Exclusive ................................................................................................ 39 9.9 No Additional Waiver Implied by One Waiver ......................................................... 39 9.10 Reimbursement of Attorneys’ Fees ............................................................................ 39 Article X Additional Provisions ............................................................................................................... 40 10.1 Conflicts of Interest .................................................................................................... 40 10.2 Titles of Articles and Sections .................................................................................... 40 10.3 Notices and Demands ................................................................................................. 40 10.4 Governing Law, Jurisdiction, Venue and Waiver of Trial by Jury ............................ 41 10.5 Severability ................................................................................................................. 41 10.6 Consents and Approvals ............................................................................................. 41 10.7 Additional Documents ................................................................................................ 41 10.8 Limitation ................................................................................................................... 41 10.9 City/Authority Approval ............................................................................................ 41 10.10 Superseding Effect ..................................................................................................... 42 10.11 Relationship of Parties................................................................................................ 42 10.12 Survival of Terms ....................................................................................................... 42 10.13 Data Practices Act ...................................................................................................... 42 10.14 No Waiver of Governmental Immunity and Limitations on Liability ........................ 42 Execution Draft -iii- Redevelopment Agreement (7001 France Avenue – Sites B and C) 4877-6652-3167\7 10.15 City and Authority Regulatory Authority................................................................... 42 10.16 Memorandum of Agreement ...................................................................................... 42 10.17 Limited Liability ........................................................................................................ 42 10.18 Time is of the Essence ................................................................................................ 43 10.19 Counterparts ............................................................................................................... 43 10.20 Amendments ............................................................................................................... 43 10.21 Term ........................................................................................................................... 43 10.22 Estoppel Certificate .................................................................................................... 43 Execution Draft -iv- Redevelopment Agreement (7001 France Avenue – Sites B and C) 4877-6652-3167\7 LIST OF EXHIBITS Exhibit A Project Site Plan Exhibit B Final Development Plan Exhibit C Initial TIF Pro Forma Exhibit D Form of Go-Ahead Letter Exhibit E Form of Certificate of Completion with Completion Checklist Exhibit F Memorandum of Redevelopment Agreement Exhibit G Form of Site B/C TIF Note Exhibit H Sample IRR Calculations and Site B/C TIF Adjustment Calculation Exhibit I Form of Parking Easement Agreement Exhibit J Form of Plaza Easement Agreement Exhibit K Equity and Inclusion Community Engagement Plan Exhibit L Form of Equity and Inclusion Report Exhibit M-1 Form of Commencement Default Site C Purchase Right Agreement Exhibit M-2 Form of Future Site C Purchase Right Agreement Exhibit N Form of Temporary Use Restriction Execution Draft 1 Redevelopment Agreement (7001 France Avenue – Sites B and C) 4877-6652-3167\7 REDEVELOPMENT AGREEMENT (7001 France Avenue – Sites B and C) THIS REDEVELOPMENT AGREEMENT (this “Agreement”) is made and entered into June 30, 2022 (“Effective Date”), by and among the City of Edina, Minnesota, a Minnesota statutory city (the “City”), the Housing and Redevelopment Authority of Edina, Minnesota, a public body corporate and politic organized and existing under the laws of the State of Minnesota (the “Authority”), and MDI France Avenue, LLC, a Minnesota limited liability company (“Developer”). RECITALS A. Pursuant to and in accordance with Minnesota Statutes, Sections 469.174 to 469.1799, as amended (the “TIF Act”), the Authority is authorized to finance certain eligible redevelopment costs of redevelopment projects with tax increment revenues derived from a tax increment financing district established in accordance with the TIF Act. B. The City and the Authority previously established the “Southeast Edina Redevelopment Project Area” pursuant to Sections 469.001 through 469.047, inclusive, of the TIF Act, in an effort to encourage the development and redevelopment of such designated area within the City (the “Redevelopment Area”). C. In accordance with the TIF Act, the Authority has analyzed the current use of that certain land within the Redevelopment Area located at 7001 France Avenue (the “Project Area”), as such Project Area is legally described as Lot l, 2, 3, 4 (each a “Lot”), Block 1, in the plat of A M N Addition, Hennepin County, Minnesota, including a building-by-building structural analysis, and determined that the Project Area is currently underutilized, with obsolete structures and physical arrangements, substantial vacant areas, and potential contamination, with outdated and inadequate public infrastructure and circulation. D. Having analyzed the current land use in the Project Area, consistent with the TIF Act, the Authority and the City held public hearings after appropriate notices to consider the need and desirability for adoption of a tax increment financing plan and the creation and establishment of the Project Area and certain other adjoining land as a tax increment financing district pursuant to the TIF Act, and determined that absent such authorization and the provision of certain funds to undertake various qualified redevelopment activities, the redevelopment contemplated herein would not be undertaken. E. After such hearings, the Authority and the City, having determined that the creation and establishment of a tax increment financing district in the Project Area and such other adjoining land is in the public interest, the Authority and the City established the 70th and France Tax Increment Financing District (a renewal and renovation district) (the “TIF District”) under the TIF Act and adopted the Tax Increment Financing plan (the “TIF Plan”) for the TIF District in accordance with Minnesota Statutes, Section 469.175, pursuant to Authority Resolution No. 2022-05. F. Developer has requested, and the City has approved, pursuant to the City Approvals (defined herein), rezoning of the Project Area to a Planned Unit Development and a final development plan for the redevelopment of Project Area. G. As described in the City Approvals, the Project Area is to be redeveloped by demolition of the existing 66,200 square foot office and bank building and related parking and improvements located on the Project Area and the phased development and construction of the buildings and other improvements described below (collectively, the “Project”), as such Project is generally depicted on the Project Site Plan Execution Draft 2 Redevelopment Agreement (7001 France Avenue – Sites B and C) 4877-6652-3167\7 attached as Exhibit A, and all to be constructed at the general scale and massing using the architectural quality, exterior finish materials and landscaping as shown in the Final Development Plan: (i) A high-rise residential element containing 24 stories, approximately 267 market-rate residential units with approximately 1,500 square feet of retail, and above ground structured parking for exclusive use of building tenants and guests (the “High-Rise Residential Element”), and including approximately 118 public parking stalls (the “Site A Public Parking”), located on Lot 2 (such Lot referred to herein as “Site A”). Site A will be developed by Developer or its permitted assignee under and pursuant to the Site A Redevelopment Agreement (defined below). (ii) A commercial element containing seven (7) stories and approximately 242,000 rentable square feet of office/retail building, and one (1) level of underground parking that is exclusively for the use of building tenants (the “Commercial Element”), and including (i) an approximately 7,500 square foot ground-level, outdoor public space and amenity area generally located in the southeast corner of Site B and (ii) an approximately 10,000 square foot ground-level, outdoor public space and amenity area generally located along France Avenue on Site B, each to be designed and constructed by Developer in accordance with the City Approvals (collectively, the “Public Plaza”), which will be subject to the Plaza Easement (as defined herein), each located on Lot 1 (such Lot referred to herein as “Site B”). It is anticipated that Site B will be developed by Orion Investments (defined below) as a permitted assignee of Developer or Orion Investments’ permitted assignee hereunder in accordance with this Agreement. (iii) An 8-level, approximately 170,357 gross square feet district parking facility with approximately 540 parking stalls (including public parking stalls) and an approximately 1,300 square foot bicycle facility and including the on-site solar array described in Section 4.8 (collectively, the “District Parking”) located on Lot 3 (such Lot referred to herein as “Site C”). It is anticipated that Site C will be developed by Orion Investments (defined herein) as a permitted assignee of Developer or Orion Investments’ permitted assignee hereunder in accordance with this Agreement. (iv) A one-story, 24-foot tall approximately 6,500 square foot US Bank branch with drive- through and surface parking for building employees and customers (the “Bank Element”) located on Lot 4 (such Lot referred to herein as “Site D”). Site D is owned by U.S. Bank and the Bank Element may be constructed and/or developed by Developer or others, but the Bank Element is not eligible for any TIF Assistance. (v) Interior access roadways tentatively designated as Ewing Avenue, Drew Avenue and 71st Street creating a grid street pattern between the Lots as generally depicted on the Project Site Plan and establishing future through-connections on adjacent properties and including the roundabout at 70th Street and Drew Avenue and such other related streetscape and other improvements, all as required under the terms of the City Approvals and in the areas generally depicted on the Project Site Plan (the “Interior Street Grid”). The Interior Street Grid will be constructed by Developer or its permitted assignee under and in accordance with the Site A Redevelopment Agreement. (vi) The sidewalk, streetscape, and landscape improvements and amenities (the “Sidewalks and Streetscapes”) along 70th Street and France Avenue adjoining the Project and along the Interior Street Grid inside the curb line, as required under the terms of the City Approvals and in the areas generally depicted on the Project Site Plan. Execution Draft 3 Redevelopment Agreement (7001 France Avenue – Sites B and C) 4877-6652-3167\7 H. Upon completion, the Project is anticipated to deliver many benefits to the general public. In addition to the redevelopment of an underutilized building and long-term increase in the property tax base, the Project will deliver additional public benefits including, stormwater improvements, environmental remediation, streetscape improvements, permanent sustainability features and public parking, . Upon completion, the Project will also enable several improvements to the local transportation network including improvements for pedestrians, bicyclists, and motorists. These improvements are intended to benefit the Project, the adjacent properties, the surrounding neighborhoods and the general public who travel to and through this area. I. The Authority and the City have adopted findings which include a determination that (i) the redevelopment to occur through the proposed Project would not occur solely through private investment within the reasonably foreseeable future and that the increased market value of the Project Area that could reasonably be expected to occur without the use of the tax increment financing would be less than the increase in the market value estimated to result from the proposed development after subtracting the present value of the Project’s tax increments for the 15-year duration of the TIF District, (ii) that the proposed Project conform to the general plan for the development or redevelopment of the City as a whole, and (iii) that the proposed Project affords maximum opportunity consistent with the sound needs of the City as a whole, for the development or redevelopment of the TIF District by private enterprise. J. Upon certification of the TIF District and the satisfaction of certain conditions set forth in this Agreement, the Authority will provide Developer (or its permitted assignee) certain TIF Assistance (as defined herein) in accordance with Article III of this Agreement in connection with Developer’s development and construction of the Project improvements and elements described below (collectively, referred to herein as the “Minimum Improvements”): (i) the Commercial Element (excluding any office, retail and/or other commercial tenant improvements therein), including the Public Plaza; (ii) the District Parking; (iii) the Phase 2 Sidewalks and Streetscapes (defined herein); and (iv) the Site B/C Public Art (defined herein). K. Furthermore, upon certification of the TIF District and the satisfaction of certain conditions set forth in that certain Redevelopment Agreement (7001 France Avenue – Site A) dated as of an even date herewith (the “Site A Redevelopment Agreement”), the Authority will provide Developer (or its permitted assignee) certain “TIF Assistance” pursuant to the “Site A TIF Note” as defined and in accordance with Article III of the Site A Redevelopment Agreement (the “Site A TIF Note”) in connection with Developer’s development and construction of the Project improvements and elements described below (as more particularly described in the Site A Redevelopment Agreement, collectively, “Site A Minimum Improvements”): (i) the High-Rise Residential Element (excluding any retail and/or commercial tenant improvements in the commercial space therein), including the Site A Public Parking; (ii) the Interior Street Grid, including all required site preparation, soil correction, utilities and underground storm water systems necessary to establish four building pads as shown on Site Plan; Execution Draft 4 Redevelopment Agreement (7001 France Avenue – Sites B and C) 4877-6652-3167\7 (iii) the Phase 1 Sidewalks and Streetscapes (defined herein); and (iv) the Site A Public Art (as defined in the Site A Redevelopment Agreement). NOW, THEREFORE, in consideration of foregoing Recitals, which are incorporated into the provisions of this Agreement by this reference, and the mutual obligations of the parties hereto, each of them does hereby covenant and agree with the others as follows: Article I Recitals; Exhibits, Definitions 1.1 Recitals. The foregoing Recitals are incorporated into this Agreement by this reference, including the definitions set forth therein. 1.2 Exhibits. All Exhibits referred to in and attached to this Agreement upon execution are incorporated in and form a part of this Agreement as if fully set forth herein. 1.3 Definitions. Unless the context otherwise specifies or requires, the following terms have the following definitions. Certain other capitalized terms are defined elsewhere in this Agreement. All defined terms may be used in the singular or the plural, as the context requires. “Agreement” means this Redevelopment Agreement, as the same may be from time to time modified, amended or supplemented. “Authority” means the Housing and Redevelopment Authority of Edina, Minnesota. “Authorized Representative” means, with respect to the Authority, the Executive Director of the Authority or its designee, and, with respect to the City, the City Manager or its designee. “Available Tax Increments” means up to 90% of the Tax Increments received and retained by the Authority from the County during any applicable time frame, subject to and subordinate to payments of Tax Increments from Site A under the Site A TIF Note. “Bank Element” has the meaning set forth in Recital G. “Board” means the Board of Commissioners of the Authority. “Certificate of Completion” means a certificate in substantially the form attached as Exhibit E, signed by the Authorized Representative for the Authority, to be issued pursuant to the terms of Section 4.12. “City” means the City of Edina, Minnesota. “City Approvals” means, collectively, the PUD Ordinance, the Project Approval Resolution, the Final Development Plan, and the Development Contract, and all other approvals, permits, licenses, and agreements issued by or entered into with the City, the Authority, or other governmental authority relating to the Project, the Project Area and/or Developer. “City Consultants” means the financial, engineering, legal, TIF eligibility and other similar advisors to the City and the Authority. “City Council” means the City Council of the City. Execution Draft 5 Redevelopment Agreement (7001 France Avenue – Sites B and C) 4877-6652-3167\7 “City Parties” means the City and the Authority, and their respective governing body members and elected officials, officers, employees, agents, independent contractors and attorneys. “City Easement(s)” has the meaning set forth in Section 4.6(a). “Commencement” means (i) with respect to pre-construction activities necessary for Commencement of the vertical construction of the Minimum Improvements (e.g., demolition, environmental remediation and site preparation), actual physical activity related to such pre-construction activity and (ii) with respect to vertical construction of the Minimum Improvements, the date on which actual physical construction of the building foundation begins. “Commencement Default Site C Purchase Right” has the meaning set forth in Section 4.13. “Commercial Element” has the meaning set forth in Recital G. “Completion” means (i) with respect to the Minimum Improvements, Developer’s receipt of the Certificate of Completion from the Authority and (ii) with respect to the individual aspects of the Minimum Improvements described in the Minimum Improvements timeline set forth in Section 4.1, substantial completion of such aspect or element such that Developer can proceed with Commencement of the next aspect or element in a manner consistent with normal construction practices “County” means the County of Hennepin, Minnesota. “Cure Rights” means the rights to cure a Default as specified in Section 9.4 before such Default is deemed to be an Event of Default. “Default” means an act or omission by the City, the Authority or Developer which becomes an Event of Default under this Agreement if it is not cured following notice thereof from the other party pursuant to any applicable Cure Rights. “Default Date” has the meaning set forth in Section 4.1(a). “Developer” means MDI France Avenue, LLC, a Minnesota limited liability company, and its permitted successors and assigns in accordance with this Agreement. “Development Contract” means, collectively, that certain Site Improvement Performance Agreement for Site B and that certain Site Improvement Performance Agreement for Site C, each dated on or about an even date herewith and each by and between the City and Developer, and recorded against Site B and Site C, respectively. “District Parking” has the meaning set forth in Recital G. “Effective Date” means the date of this Agreement set forth in the preamble above. “Environmental Law” means any federal, state or local law, rule, regulation, ordinance, or other legal requirement relating to (a) a release or threatened release of any Hazardous Material, (b) pollution or protection of public health or the environment or (c) the manufacture, handling, transport, use, treatment, storage, or disposal of any Hazardous Material. “Event of Default” means any of the events by the City, the Authority or Developer described in Article IX. Execution Draft 6 Redevelopment Agreement (7001 France Avenue – Sites B and C) 4877-6652-3167\7 “Final Development Plan” means the final development plans for the Minimum Improvements and the Project as approved by the City pursuant to the Project Approval Resolution and the PUD Ordinance, and attached hereto as Exhibit B. “Financing Commitments” means financing commitments, term sheets and/or other evidence of Project financing commitments from debt and equity sources sufficient, with all other available sources of funding, to fund all costs to construct the Minimum Improvements, all in a form reasonably satisfactory to the Authority and disclosing (i) the identity of the mortgage lender(s), (ii) mortgage rate and terms, and (iii) an organizational chart of Developer with the identity of all equity sources with greater than a 10% direct or indirect investment in the Minimum Improvements. The Authority acknowledges and agrees that the Financing Commitments may be conditioned on items customarily required by institutional investors and lenders (including, without limitation, adequate financial statements, environmental review, appraisals, surveys and title). “Future Site C Purchase Right” has the meaning set forth in Section 4.14. “Go-Ahead Letter” means Developer’s letter to the City and the Authority, substantially in the form attached as Exhibit D, and including the Financing Commitments and stating that Developer is prepared to close the Minimum Improvements financing, and is prepared to proceed with the construction of the Minimum Improvements. “High-Rise Residential Element” has the meaning set forth in Recital G. “Hazardous Material” means petroleum, asbestos-containing materials, and any substance, waste, pollutant, contaminant or material that is defined as hazardous or toxic in any Environmental Law. “Interior Street Grid” has the meaning set forth in Recital G. “Law” means federal, state, or local governmental or quasi-governmental laws, ordinances, rules, codes, regulations, directives, orders and/or requirements. “Lookback Pro Forma” has the meaning set forth in Section 3.4(d)(i). “Lot” has the meaning set forth in Recital C. “Market Return Rate” has the meaning set forth in Section 3.4(c)(i). “Memorandum of Agreement” means the document described in Section 10.16 and substantially in the form shown in Exhibit F. “Minimum Improvements” has the meaning set forth in Recital J. “Mortgage” has the meaning set forth in Section 5.1(a). “Orion Investments” means Orion 7001 France, LLC, a Minnesota limited liability company or a Related Party thereof, in either case, in which Theodore R. Carlson of Edina, Minnesota is a principal owner and/or manager. “Parking Easement” has the meaning set forth in Section 4.6(a)(i). Execution Draft 7 Redevelopment Agreement (7001 France Avenue – Sites B and C) 4877-6652-3167\7 “Phase 1 Sidewalks and Streetscapes” means all (i) Sidewalks and Streetscapes and related landscaping on Site A along 70th Street, Drew Avenue, 71st Street, and Ewing Avenue and (ii) subject to Section 7.8 hereof, new sidewalks or maintenance of existing sidewalks on Site B along 70th Street, France Avenue, 71st Street, and Ewing Avenue. “Phase 2 Sidewalks and Streetscapes” means all Sidewalks and Streetscapes and related landscaping on Site B and Site C along 70th Street, France Avenue, 71st Street, and Ewing Avenue. “Private ERA” means that certain Easement and Restriction Agreement dated March 24, 2022, by and between U.S. Bank National Association, a national banking association, and MDI France Avenue, LLC, a Minnesota limited liability company, as Developer, recorded on March 29, 2022, with the Hennepin County Registrar of Titles as Document No. 5932919. “Project” has the meaning set forth in Recital G. “Project Approval Resolution” means City Council Resolution No. 2022-53. “Project Area” has the meaning set forth in Recital C. “Project Site Plan” means the site plan for the Project attached as Exhibit A. “Project TIF Notes” means, collectively, the Site A TIF Note and the Site B/C TIF Note. “Public Access Easement” has the meaning set forth in Section 4.6(a)(ii). “Public Plaza” has the meaning set forth in Recital G. “PUD Ordinance” means City Ordinance No. 2021-13. “Qualified Redevelopment Costs” has the meaning set forth in Section 3.2(a). “Redevelopment Area” has the meaning set forth in Recital B. “Related Party” means with respect to any person or entity (i) any other person or entity controlling, controlled by or under common control with such person or entity; or (ii) any other person or other entity in which the majority equity interest of such other person or entity is owned by the same parties that have a majority equity interest in the first person or entity. “Sidewalks and Streetscapes” has the meaning set forth in Recital G. “Site A” has the meaning set forth in Recital G. “Site A Minimum Improvements” has the meaning set forth in Recital K. “Site A Public Parking” has the meaning set forth in Recital G. “Site A Redevelopment Agreement” has the meaning set forth in Recital K. “Site A TIF Note” has the meaning set forth in Section 3.3(a). “Site B” has the meaning set forth in Recital G. Execution Draft 8 Redevelopment Agreement (7001 France Avenue – Sites B and C) 4877-6652-3167\7 “Site B Commencement Default” has the meaning set forth in Section 4.1(b). “Site B/C Excess Return” has the meaning set forth in Section 3.4(d)(iii). “Site B/C Public Art” has the meaning set forth in Section 4.7. “Site B/C TIF Adjustment” has the meaning set forth in Section 3.4(d)(iii). “Site B/C TIF Note” has the meaning set forth in Recital K. “Site C” has the meaning set forth in Recital G. “Site D” has the meaning set forth in Recital G. “State” means the state of Minnesota. “Tax Increments” means the tax increment (as defined in the TIF Act) derived from the Project Area which have been actually received and retained by the Authority in accordance with the provisions of the TIF Act, including without limitation Minnesota Statutes, Section 469.177. “TIF” means tax increment financing pursuant to the TIF Act. “TIF Act” has the meaning set forth in Recital A. “TIF Assistance” means reimbursement of Qualified Redevelopment Costs through payments from the Authority to Developer of Available Tax Increments under the Site B/C TIF Note, pursuant to the terms and conditions of Article III of this Agreement, the Site B/C TIF Note, and the TIF Act. “TIF District” has the meaning set forth in Recital E. “TIF Plan” has the meaning set forth in Recital E. “TIF Pro Forma” means a detailed financial pro forma for the Minimum Improvements, including total Minimum Improvements costs, sources and uses of financing, return calculations based on projected and/or actual (as applicable) income and expenses for the Minimum Improvements, in substantially the form attached hereto as Exhibit C, and all as updated by Developer from time to time in accordance with this Agreement based on actual and/or projected Minimum Improvements information, as the same becomes available during the development of the Minimum Improvements. “Unavoidable Delays” means actual delays in the Commencement and Completion of the Minimum Improvements or any element thereof, outside the reasonable control of Developer, to extent such actual delays are a result of (i) unusually severe or prolonged bad weather, (ii) acts of God, acts of war, civil unrest, terrorism, criminal conduct of third parties, fire or other casualty to the Minimum Improvements, (iii) litigation commenced by third parties, (iv) actions or inactions of any federal, State, or local government unit which directly result in delays, including, but not limited to, a declared emergency under Minnesota Statutes, Chapter 12 or due to pandemic or quarantine restrictions imposed by applicable Law, (v) strikes, or other labor trouble, industry-wide material shortages and delays in delivery, labor shortages; (vi) concealed or unknown site conditions not revealed and not reasonably anticipated prior to the Effective Date; (vii) pandemic and outbreaks of Covid-19 and variants thereof; and/or (viii) other events beyond Developer’s reasonable control which Developer could not reasonably foresee would occur and which Developer would have been reasonably expected to take measures to avoid or minimize, in each Execution Draft 9 Redevelopment Agreement (7001 France Avenue – Sites B and C) 4877-6652-3167\7 case, not resulting from the act or omission of Developer (or its contractors, subcontractors, agents, or employees), and in each instance to the extent Developer gives written notice to the Authority and City within 30 days after either the occurrence of such event giving rise to each Unavoidable Delay or Developer’s reasonable realization that the occurrence will cause an Unavoidable Delay. Article II Representations and Warranties 2.1 Representations and Warranties of the City. The City makes the following representations and warranties: (a) The City is a Minnesota municipal corporation and has the power to enter into this Agreement and carry out its obligations hereunder. The City has duly authorized the execution, delivery and performance of this Agreement. (b) There is not pending, nor to the best of the City’s knowledge is there threatened, any suit, action or proceeding against the City before any court, arbitrator, administrative agency or other governmental authority that may materially and adversely affect the validity of any of the transactions contemplated hereby, the ability of the City to perform its obligations hereunder or as contemplated hereby, or the validity or enforceability of this Agreement. (c) To the best of the City’s knowledge and belief, no member of the City Council or officer of the City, has either a direct or indirect financial interest in this Agreement, nor will any City Councilmember or officer of the City, benefit financially from this Agreement within the meaning of Minnesota Statutes, Section 469.009, as amended. (d) The execution, delivery and performance of this Agreement, and any other documents, instruments or actions required or contemplated pursuant to this Agreement by the City does not, and consummation of the transactions contemplated therein and the fulfillment of the terms thereof will not conflict with or constitute on the part of the City a breach of or default under any existing agreement or instrument to which the City is a party or violate any law, charter or other proceeding or action establishing or relating to the establishment and powers of the City or its officers, officials or resolutions. 2.2 Representations and Warranties of the Authority. The Authority makes the following representations and warranties: (a) The Authority is a public body corporate and politic and a governmental subdivision of the State, duly organized and existing under State law and the Authority has the authority to enter into this Agreement and carry out its obligations hereunder. (b) Except as provided in this Agreement, and provided that the Authority will fund fiscal disparities from within the TIF District, in accordance with Minnesota Statutes, Section 469.177, subdivision 3, the Authority agrees to retain all of the captured net tax capacity of the Project Area to finance the Qualified Redevelopment Costs as provided in this Agreement, and will elect that the duration of the TIF District will be the maximum duration permitted by the TIF Act. The Authority will not voluntarily take any action to reduce the amount of captured tax capacity retained to finance the Qualified Redevelopment Costs or to further reduce the duration of the District until the amount paid to Developer from Available Tax Increments reaches the maximum amount specified in Article III. (c) The execution, delivery and performance of this Agreement and any other documents or instruments required pursuant to this Agreement by the Authority does not, and Execution Draft 10 Redevelopment Agreement (7001 France Avenue – Sites B and C) 4877-6652-3167\7 consummation of the transactions contemplated therein and the fulfillment of the terms thereof will not, conflict with or constitute on the part of the Authority a breach of or default under any existing (i) indenture, mortgage, deed of trust or other agreement or instrument to which the Authority is a party or by which the Authority or any of its property is or may be bound, (ii) legislative act, constitution or other proceeding establishing or relating to the establishment of the Authority or its officers or its resolutions, or (iii) any Minnesota statute or any provisions of any bond, debenture, loan agreement, regulation or order of the United States of America or the State, or any agency or political subdivisions thereof or any court order or judgment in any proceeding to which the Authority is or was a party by which it is bound. (d) There is not pending, nor to the best of the Authority’s knowledge is there threatened, any suit, action or proceeding against the Authority before any court, arbitrator, administrative agency or other governmental authority that may materially and adversely affect the validity of any of the transactions contemplated hereby, the ability of the Authority to perform its obligations hereunder or as contemplated hereby, or the validity or enforceability of this Agreement. (e) To the best of the Authority’s knowledge and belief, no member of the Board of the Authority or officer of the Authority, has either a direct or indirect financial interest in this Agreement, nor will any Commissioner of the Authority or officer of the Authority, benefit financially from this Agreement within the meaning of Minnesota Statutes, Section 469.009, as amended. 2.3 Representations and Warranties of Developer. Developer represents and warrants that: (a) Developer is a limited liability company organized and in good standing under the laws of the state of Minnesota, is not in violation of any provisions of its operating agreement or other organizational documents or the laws of the State, has power to enter into this Agreement and has duly authorized the execution, delivery and performance of this Agreement by proper action of its members. (b) Developer currently owns marketable fee title to Sites A, B, and C. (c) The execution and delivery of this Agreement and the consummation of the transactions contemplated thereby, and the fulfillment of the terms and conditions thereof do not and will not conflict with or result in a breach of any material terms or conditions of Developer’s organizational documents, any restriction or any agreement or instrument to which Developer is now a party or by which it is bound or to which any property of Developer is subject, and do not and will not constitute a default under any of the foregoing or to the best of Developer’s knowledge be a violation of any order, decree, statute, rule or regulation of any court or of any state or Federal regulatory body having jurisdiction over Developer or its properties, including its interest in the Minimum Improvements, and do not and will not result in the creation or imposition of any lien, charge or encumbrance of any nature upon any of the property or assets of Developer contrary to the terms of any instrument or agreement to which Developer is a party or by which it is bound. (d) To the best of Developer’s knowledge and belief, the execution and delivery of this Agreement will not create a conflict of interest prohibited by Minnesota Statutes, Section 469.009, as amended. (e) Developer would not construct the Minimum Improvements, but for the execution of this Agreement and the TIF Assistance for the Qualified Redevelopment Costs and other public assistance contemplated to be made available hereunder. (f) There are no pending or to the best of Developer’s knowledge, threatened legal proceedings, of which Developer has notice, contemplating the liquidation or dissolution of Developer or Execution Draft 11 Redevelopment Agreement (7001 France Avenue – Sites B and C) 4877-6652-3167\7 threatening its existence, or seeking to restrain or enjoin the transactions contemplated by the Agreement, or questioning the authority of Developer to execute and deliver this Agreement or the validity of this Agreement. (g) Neither Developer nor any Related Party of Developer is currently delinquent in the payment of any business, occupation, sales, use, gross receipts, rental, real and personal property and other similar taxes imposed with respect to any real property owned or leased by any of such parties in the State. (h) Developer has not received any notice from any local, state or federal official that the activities of Developer or the Authority with respect to the Project Area may or will be in violation of any Environmental Law, except as has been identified in any report, audit, inspection or survey, undertaken by or provided to the City and the Authority. Developer represents that to the best of Developer’s knowledge: (i) it is not aware of any state or federal claim filed or planned to be filed by any party relating to any violation of any local, state or federal Environmental Law, regulation or review procedure, and (ii) it is not aware of any violation of any local, state or federal law, regulation or review procedure which would give any person a valid claim under any Environmental Law, including the Minnesota Environmental Rights Act or the Minnesota Environmental Policy Act. (i) Developer reasonably expects that it will be able to obtain private financing in an amount sufficient, together with funds provided by the Authority and any other public agencies, to enable Developer to successfully construct the Minimum Improvements, as provided herein. Article III TIF Assistance 3.1 Creation of TIF District; Certification. The Authority and City have taken all necessary actions to create and establish the TIF District as of the Effective Date. The TIF District has been created and established as a “renewal and revocation” district under the TIF Act. The Authority will cause the TIF District to be certified prior to June 30, 2022, such that Tax Increments will be available commencing in the calendar year 2026. Developer acknowledges and agrees that the Authority and the City may take appropriate steps to modify the TIF District in the future, including, without limitation, incorporating additional land into the TIF District. Developer shall cooperate with the Authority and the City with any such future modification, including to execute and deliver any supplements or modifications to this Agreement that are reasonably required in connection therewith, provided that no such modification or supplement shall (a) increase any obligation of Developer hereunder or (b) adversely affect any right of or benefit of Developer hereunder. 3.2 Qualified Redevelopment Costs. (a) Costs and expense for the items described below, initially paid by Developer from Developer’s own sources and incurred in furtherance of the construction and development of the Minimum Improvements, shall be eligible for TIF Assistance under the terms and conditions of this Agreement (collectively, “Qualified Redevelopment Costs”): Phase 2 Sidewalks and Streetscapes and a pro rata share of following site work reasonably allocated to Site B or Site C: site preparation, utilities, driveways, sidewalks, landscaping, streetscaping, on-site stormwater management, and related dewatering $3,816,272 Execution Draft 12 Redevelopment Agreement (7001 France Avenue – Sites B and C) 4877-6652-3167\7 The Public Plaza on Site B $1,133,005 The District Parking on Site C $12,050,722 Total $17,000,000 (b) The actual amount of Qualified Redevelopment Costs within each of the foregoing categories may be allocated among such categories, subject to reasonable review and approval by the Authority, and provided that Developer must provide reasonable evidence of the actual amounts of Qualified Redevelopment Cost actually incurred or committed in each such category. 3.3 TIF Note. (a) TIF Note. In order for Developer to obtain the TIF Assistance contemplated by this Agreement, the Authority shall issue, subject to the terms and conditions of this Agreement, one “pay- as-you-go” TIF note (“Site B/C TIF Note”) in substantially the form attached as Exhibit G, with a maximum term of 15 years, and in the aggregate maximum principal amount of not to exceed $17,000,000.00, subject to adjustment pursuant to Section 3.4. In no event shall the cumulative principal amount of the Project TIF Notes collectively exceed 10.0% of the actual, documented costs of the combined costs of the Minimum Improvements and the Site A Minimum Improvements, as determined in accordance with this Agreement and the Site A Redevelopment Agreement, as applicable. (b) Interest. The Site B/C TIF Note shall bear simple interest on the unpaid principal balance thereof at a fixed rate equal to the lesser of: (i) the rate of interest charged by the lender providing the initial permanent financing (including any mini-perm loan used to pay-off the initial construction financing) in place following Completion of the Minimum Improvements which is secured by a first priority Mortgage on Site B, which rate shall be calculated once as of the date of the issuance of the Site B/C TIF Note if permanent financing is in place as of such date; and (ii) 4.25% per annum (which shall also be the applicable rate of interest if such permanent financing referenced in clause (i) above is not in place at the time of issuance of the Site B/C TIF Note). (c) Payments and Interest. Semi-annual payments on the Site B/C TIF Note from Available Tax Increment and accrual of interest on the unpaid principal balance of the Site B/C TIF Note will commence upon the Authority’s issuance of the Site B/C TIF Note, all in accordance with terms and condition set forth in the Site B/C TIF Note. (d) Condition of Issuance. The Authority’s obligation to issue the Site B/C TIF Note to Developer is subject to satisfaction of each of the following conditions: (i) Developer shall have provided evidence satisfactory to the Authority that Developer has actually incurred (A) Qualified Redevelopment Costs in an amount equal to at least the amount of the requested Site B/C TIF Note and (B) total Minimum Improvements costs corresponding to the line item detail shown in the initial TIF Pro Forma attached as Exhibit C; Execution Draft 13 Redevelopment Agreement (7001 France Avenue – Sites B and C) 4877-6652-3167\7 (ii) Developer shall have provided evidence satisfactory to the Authority that all parties have been paid for work related to the completion of the Minimum Improvements (e.g., lien waivers or similar); (iii) Developer shall have provided the updated TIF Pro Forma to the Authority, and the Authority shall have completed their review, analysis, and audit of the same as necessary to determine the original principal amount of the Site B/C TIF Note in accordance with Section 3.4(c); (iv) Developer shall have submitted documentation necessary to secure all grant payments as well as other documents to administer the closing of all grant agreements. (v) Developer shall have granted, and/or shall have caused the then-current owner of the applicable portion of Project Area to grant, to the City and/or the Authority, as applicable, each of the City Easements and each Site C Purchase Right agreement; Developer shall have obtained all applicable mortgagee consents to such City Easements and each Site C Purchase Right agreement; and each of the City Easements, Site C Purchase Right agreements, and mortgagee consents shall have been recorded against the applicable portion of the Project Area; and the District Parking, the Public Plaza, and the Phase 2 Sidewalks and Streetscapes shall have been opened pursuant to the terms of each applicable City Easement agreement; (vi) Developer shall have satisfied the Environmental Sustainability requirements set forth in Section 4.8 and Developer has delivered such reasonable and relevant information and documentation as the Authority requires in order to confirm the same; (vii) Developer has delivered to the Authority a final report and certificate detailing and certifying as to Developer’s activities and final outcomes of Developer’s efforts to achieve the Equity and Inclusion goals under Section 4.9 of this Agreement; (viii) No Developer Default or Developer Event of Default exist under this Agreement and no Developer default shall exist under any of the City Approvals, City Easements, the Site C Purchase Right agreements, the Private ERA, or any other agreement pertaining to the Minimum Improvements; (ix) Developer has met all requirements of the City corresponding to any other development and or site improvement agreement for the Minimum Improvements; (x) Neither Developer nor any other applicable owner of a portion of the Project Area shall not be have requested or received a waiver or reduction of any required park dedication fees or any required contribution to the City’s Affordable Housing Trust Fund for any portion of the Project Area; (xi) the Certificate of Completion for the Minimum Improvements shall have been issued by the Authority in accordance with the terms and conditions of this Agreement; and (xii) a certificate of occupancy has been issued by the City for the Bank Element on Site D. Execution Draft 14 Redevelopment Agreement (7001 France Avenue – Sites B and C) 4877-6652-3167\7 (e) No Representation or Warranty. Payments of principal and interest under the Site B/C TIF Note shall be payable solely from Available Tax Increments. The Authority does not represent or warrant the amounts of Available Tax Increments that will be available for payment principal and interest under the Site B/C TIF Note. The Authority will not reimburse Developer for Qualified Redevelopment Costs from Authority revenues, other than from Available Tax Increments, nor guaranty the amount of money which Developer will receive as a reimbursement, such amount being payable solely from the Available Tax Increments in accordance with this section, unless the Authority elects, in its sole and absolute discretion, with no obligation to do so, to pay down the Site B/C TIF Note from other funds. 3.4 TIF Assistance and Potential Adjustment. (a) Generally. The financial assistance to Developer under this Agreement is based on certain assumptions regarding anticipated costs and expenses associated with constructing the Minimum Improvements. Specifically, the maximum aggregate principal amount of the Site B/C TIF Note has been determined based on the amount of assistance needed to make the Minimum Improvements financially feasible, as shown in the initial TIF Pro Forma attached as Exhibit C. The Authority and Developer agree that those assumptions will be reviewed at the times described in this section, and that the amount of TIF Assistance provided herein shall be adjusted in accordance with this Section 3.4. (b) Definitions. For the purposes of this section, the following terms have the following meanings: (i) “Cash Flow” means Net Operating Income less debt service (principal and interest) with respect to the Mortgage loan(s) encumbering the Minimum Improvements. (ii) “Cash-on-Cost Return” means Net Operating Income divided by the sum of the total actual cost of the Minimum Improvements (less any grants, forgivable loans, or City, Authority, federal or State funds received by Developer) as set forth in an updated TIF Pro Forma. For purposes of clarity, an example calculations of the Cash-On-Cost Return is included in the initial TIF Pro Forma attached as Exhibit C. (iii) “Closing Date” means March 24, 2022, the date on which Developer acquired possession of Site B. (iv) “IRR” means the internal rate of return for the Minimum Improvements, where the IRR is calculated as the annualized return of the annual cash flow over the applicable period on Developer’s actual utilization of equity for Minimum Improvements costs. For purposes of clarity, example calculations of IRR are attached hereto in Exhibit H. (v) “Net Operating Income” means total income and other project-derived revenue, including payments under the Site B/C TIF Note, less Operating Expenses. (vi) “Operating Expenses” means reasonable and customary expenses incurred in operating the Minimum Improvements, including, but not limited to all management and related expenses, all real estate taxes and special assessments for Site B. (c) Confirmation of TIF Assistance Upon Completion. (i) Market Rate Return. After substantial completion of the Minimum Improvements, but before, and as a condition to, issuance of the Certificate of Completion Execution Draft 15 Redevelopment Agreement (7001 France Avenue – Sites B and C) 4877-6652-3167\7 and issuance of the Site B/C TIF Note, Developer shall provide to the Authority an updated TIF Pro Forma based on actual, documented costs of the Minimum Improvements and any reasonable and relevant information and documentation as the Authority requires in order to calculate the reasonably anticipated Cash-on-Cost Return for the Minimum Improvements and to otherwise confirm that the “but for” finding adopted by the City and the Authority continues to be satisfied. The Authority may retain a financial advisor, accountant, and/or other professional with similar expertise to audit the submitted updated TIF Pro Forma, at Developer’s cost. If the updated TIF Pro Forma demonstrates that the reasonably anticipated Cash-on-Cost Return for the Minimum Improvements exceeds 8.00% (the “Market Return Rate”), then the amount of TIF Assistance provided herein, as reflected in the principal amount of the Site B/C TIF Note, shall be reduced based on the actual TIF Assistance that is sufficient to assist the Minimum Improvements to achieve the Market Return Rate based on the updated TIF Pro Forma. (ii) Contingency Funds and Allowances. The maximum principal amount of the Site B/C TIF Note is currently calculated using the contingency funds and escalation allowances set forth in the initial TIF Pro Forma attached as Exhibit C. Developer shall provide the Authority documentation identifying the actual use of all contingency funds and escalation allowances and the same shall be identified in detail in the updated TIF Pro Forma delivered in accordance with Section 3.4(c)(i). For purposes of the TIF Assistance provided herein and the final principal amount of the Site B/C TIF Note, all contingency funds and escalation allowances shall be used only for costs related to actual, documented increased costs for the Minimum Improvements, and the principal amount of the Site B/C TIF Note may be reduced if any such contingency funds and/or escalation allowances have been used by Developer (A) for material changes to the Minimum Improvements not approved by the Authority hereunder, (B) in a manner that enhances the private commerical amenities and private spaces of the Minimum Improvements with no benefit to the public, and/or (C) for costs or expenses unrelated to the Minimum Improvements. (iii) Developer Fee. In no case shall the developer fee exceed 3.5% of the total actual costs of the Project related to Site B, Site C, and the Minimum Improvements incurred by Developer as shown in an updated TIF Pro Forma prepared after substantial completion of the Minimum Improvements. (d) Sale Lookback and Determination of Site B/C Excess Returns. (i) Upon the earlier of (A) the tenth (10th) anniversary of the date of issuance of the Site B/C TIF Note and (B) thirty (30) days after each sale of all or part of the Minimum Improvements to any party other than a Related Party of Developer occurring prior to the date upon which the Site B/C TIF Note is paid in full or terminated hereunder, Developer shall submit to the Authority an updated TIF Pro Forma and any other reasonable and relevant information and documentation as the Authority requires in order to calculate the IRR for the Minimum Improvements as of such 10-year anniversary of the issuance of the Site B/C TIF Note or the date of the applicable sale all or part of the Minimum Improvements (as applicable, the “Lookback Date”), including, without limitation, a certified cost and revenue analysis, including for any applicable sale, in each case, prepared in accordance with generally accepted accounting principles (each a “Lookback Pro Forma”). This analysis will include, without limitation, all acquisition costs, Qualified Redevelopment Costs, and all other improvement and redevelopment costs incurred by Developer for the Minimum Improvements identified within the updated TIF Pro Forma, as well as historical Net Operating Income, debt service, and Site B/C TIF Note Execution Draft 16 Redevelopment Agreement (7001 France Avenue – Sites B and C) 4877-6652-3167\7 payments. The Authority may retain a financial advisor, accountant, and/or other professional with similar expertise to audit the submitted Lookback Pro Forma, at Developer’s cost (ii) The Lookback Pro Forma and related information shall be used by the Authority to determine whether the Minimum Improvements as of the applicable Lookback Date yielded a Site B/C Excess Return (defined below) to Developer. The IRR shall be used to measure any Site B/C Excess Return in accordance with the following sliding scale: Lookback Date IRR beyond which Site B/C Excess Return is created Before the fourth (4th) anniversary of the Closing Date 22.0% From fourth (4th) anniversary of the Closing Date to the seventh (7th) anniversary of the Closing Date 19.0% After the seventh (7th) anniversary of the Closing Date 16.0% (iii) If Developer’s actual IRR on the Minimum Improvements as of the applicable Lookback Date (including any applicable sale proceeds) exceeds the applicable IRR listed in the table above, then the dollar value of the proceeds and other cash flow received by Developer to cause Developer’s actual IRR to exceed the applicable IRR shall be Developer’s “Site B/C Excess Return”. If any Site B/C Excess Return exists, then the outstanding principal balance of the Site B/C TIF Note will be reduced to eliminate such Site B/C Excess Return. If Developer’s Site B/C Excess Return exceeds the then outstanding principal balance of the Site B/C TIF Note, then payments on the Site B/C TIF Note shall immediately cease, the outstanding balance forgiven, and the Site B/C TIF Note shall automatically terminate. and Developer shall pay 50% of such Site B/C Excess Return (the “Site B/C TIF Adjustment”) in lawful money of the United States within 30 days from the date on which the Authority gives Developer notice of the amount of the Site B/C TIF Adjustment due to the Authority; provided, however, in no event shall the Site B/C TIF Adjustment exceed the aggregate sum of all payments (both principal and interest) actually made by the Authority to Developer under the Site B/C TIF Note. Until the Authority is paid the Site B/C TIF Adjustment in full, the Authority shall have a lien in its favor upon the Minimum Improvements and the Lots on which they are located to secure the amount of the Site B/C TIF Adjustment. Such lien shall attach and take effect from the date of the sale of the Minimum Improvements contemplated by this section. Any such lien may be foreclosed as a mortgage on real estate if the Site B/C TIF Adjustment is not paid by the date required by this section. A lien under this section is prior to all other liens and encumbrances on the Minimum Improvements except (1) the first priority Mortgage on Site B and Site C; (2) liens for real estate taxes and other governmental assessments or charges against the Minimum Improvements; and (3) all leases executed prior to the date that the lien attaches and takes effect. The parties will reasonably cooperate with the sale process and work in good faith to promptly determine any Site B/C TIF Adjustment related to a sale of all or part of the Minimum Improvements such that any Site B/C TIF Execution Draft 17 Redevelopment Agreement (7001 France Avenue – Sites B and C) 4877-6652-3167\7 Adjustment is paid by Developer at or before the closing of the sale of the Minimum Improvements so as to avoid any unreasonable delay to the closing of such sale. (iv) If the Minimum Improvements have not yielded a Site B/C Excess Return to Developer as of the applicable Lookback Date, then payments on the Site B/C TIF Note shall continue pursuant to the terms of the existing Site B/C TIF Note. (v) For purposes of clarity, example calculations of the Site B/C TIF Adjustment pursuant to this Section 3.4(e) are attached hereto in Exhibit H. 3.5 Assignment of Note. Subject to Developer’s compliance with the terms and conditions of this Section 3.5, the Site B/C TIF Note will transfer to Developer’s successor at the time of any assignment of this Agreement by Developer made in accordance with Section 8.2. Except for such assignments, the Site B/C TIF Note shall not be assignable or transferable without the prior written consent of the Authority, which consent shall not be unreasonably withheld (subject to, without limitation, the provisions of Section 8.2(b)); provided, however, Developer may, without the City’s or the Authority’s consent, but upon prior written notice to the Authority (a) assign the Site B/C TIF Note, together with Developer’s rights and obligations under this Agreement to a Related Party, Orion Investments, or a joint venture entity pursuant to Section 8.2(a)(iv) hereof and/or (b) collaterally assign Developer’s rights and obligations under this Agreement and the Site B/C TIF Note to the holder of any Mortgage that is permitted under the terms of Section 5.1. Notwithstanding anything herein to the contrary, as a condition to any transfer or assignment of the Site B/C TIF Note, any assignee or transferee must execute and deliver to the Authority a certificate, in form and substance reasonably satisfactory to the Authority, pursuant to which, among other things, such assignee or transferee acknowledges and represents: (i) the limited nature of the Authority’s payment obligations under the Site B/C TIF Note; (ii) that the Site B/C TIF Note is being acquired for investment for such assignee’s or transferee’s own account, not as a nominee or agent, and not with a view to the resale or distribution of any part thereof; (iii) that the assignee or transferee has no present intention of selling, granting any participation in, or otherwise distributing the same; (iv) that the assignee or transferee, either alone or with such assignee’s or transferee’s representatives, has knowledge and experience in financial and business matters and is capable of evaluating the merits and risks of the prospective investment in the Site B/C TIF Note and the assignee or transferee is able to bear the economic consequences thereof; (v) that in making its decision to acquire the Site B/C TIF Note, the assignee or transferee has relied upon independent investigations made by the assignee or transferee and, to the extent believed by such assignee or transferee to be appropriate, the assignee’s or transferee’s representatives, including its own professional, tax and other advisors, and has not relied upon any representation or warranty from the Authority, or any of its officers, employees, agents, affiliates or representatives, with respect to the value of the Site B/C TIF Note; Execution Draft 18 Redevelopment Agreement (7001 France Avenue – Sites B and C) 4877-6652-3167\7 (vi) that the Authority has not made any warranty, acknowledgment or covenant, in writing or otherwise, to the assignee or transferee regarding the tax consequences, if any, of the acquisition and investment in the Site B/C TIF Note; (vii) that the assignee or transferee or its representatives have been given a full opportunity to examine all documents and to ask questions of, and to receive answers from, the Authority and its representatives concerning the terms of the Site B/C TIF Note and such other information as the assignee or transferee desires in order to evaluate the acquisition of and investment in the Site B/C TIF Note, and all such questions have been answered to the full satisfaction of the assignee or transferee; (viii) that the assignee or transferee has evaluated the merits and risks of investment in the Site B/C TIF Note and has determined that the Site B/C TIF Note is a suitable investment for the assignee or transferee in light of such party’s overall financial condition and prospects; (ix) that the Site B/C TIF Note will be characterized as “restricted securities” under the federal securities laws because the Site B/C TIF Note is being acquired in a transaction not involving a public offering and that under such laws and applicable regulations such securities may not be resold without registration under the Securities Act of 1933, as amended, except in certain limited circumstances; and (x) for purposes of federal securities laws, that no market for the Site B/C TIF Note exists and no market for the Site B/C TIF Note is intended to be developed. 3.6 Action to Reduce Taxes. Throughout the term of this Agreement, Developer shall take no action, and suffer no circumstances to exist or action to be taken by others (to the extent Developer may prevent the same), the effect of which would be to render Site B and Site C, or any portion thereof, to be no longer generally subject to real property taxation. Before the expiration or termination of this Agreement, Developer shall not: (a) seek administrative review or judicial review of the applicability of any tax statute relating to the taxation of Site B and Site C determined by any tax official to be applicable or raise the inapplicability of any such tax statute as a defense in any proceedings, including delinquent tax proceedings; (b) seek administrative review or judicial review of the constitutionality of any tax statute relating to the taxation of Site B and Site C determined by any tax official, or raise the unconstitutionality of any such tax statute as a defense in any proceedings, including delinquent tax proceedings; or (c) seek any tax deferral or abatement, either presently or prospectively authorized under any state or federal law, of the taxation of Site B and Site C. Article IV Project Requirements 4.1 Commencement and Completion of Minimum Improvements. (a) Minimum Improvements Timeline. The timeline for the Commencement and Completion of the Minimum Improvements is identified in this Section 4.1. Following Commencement, construction or other activity must continue in a sequence consistent with normal redevelopment and Execution Draft 19 Redevelopment Agreement (7001 France Avenue – Sites B and C) 4877-6652-3167\7 construction practices. Failure to meet any of the dates identified as “Default Date” shall be considered a Default, unless mutually determined to be the result of Unavoidable Delay. Commencement and Completion timeline for the Minimum Improvements is as follows: Description of Work Commencement Date Completion Date Anticipated Default Date Anticipated Default Date Commercial Element Foundation 5/1/2023 3/23/2025* 6/30/2023 3/20/2025 Commercial Element Shell Construction (including the Public Plaza) 7/3/2023 3/23/2025 10/4/2024 6/24/2026 Tenant Improvements 7/3/2024 Not applicable 10/4/2025 Not applicable District Parking 7/3/2023 3/23/2025 10/4/2024 6/24/2026 Specific Site Preparation (including Streetscaping) (Sites B and C) 7/3/2023 3/23/2025 10/4/2024 6/24/2026 Certificate of Occupancy for Commercial Element and District Parking Structure** Not applicable Not applicable 10/4/2024 6/24/2026 *Also subject to a Site B Commencement Default as described in Section 4.1(b). **While the final certificate of occupancy is preferred, temporary certificate of occupancy will be acceptable and will not result in a Default provided that all of the commercial areas are capable of being occupied, subject to the completion of commercial tenant build-out and leasing. (b) Site B Commencement Default. Notwithstanding anything herein to the contrary, if Developer has failed to cause Commencement of the Commercial Element by March 23, 2025 (a “Site B Commencement Default”), then the Authority shall have the right to give Developer notice of the occurrence of such Site B Commencement Default (“Site B Commencement Default Notice”) and if Developer has not cured such Site B Commencement Default by the date this 60 days after delivery of the Site B Commencement Default Notice, the Authority shall be entitled to immediately exercise its applicable rights under the Commencement Default Site C Purchase Right (as defined in Section 4.13) pursuant to the applicable Site C Purchase Right agreement. (c) Anticipated Market Value of Minimum Improvements. It is anticipated that upon completion, the total market value of the Minimum Improvements for tax assessments will be approximately $74,660.000.00. 4.2 Zoning and Land Use Approvals. Nothing in this Agreement shall limit the authority of the City with respect to zoning and land use approvals. Subject to the foregoing, the staff of the Authority shall cooperate with Developer and assist Developer in the processing and obtaining of zoning and land use Execution Draft 20 Redevelopment Agreement (7001 France Avenue – Sites B and C) 4877-6652-3167\7 approvals. Developer shall be responsible for applying for and obtaining all land use and zoning approvals necessary for the Minimum Improvements, including, without limitation, any conditions contained in the City Approvals. All zoning and land use approvals shall be by the City Council or the City Planning Commission in accordance with the ordinances of the City. Notwithstanding the foregoing and for avoidance of doubt, in addition to the Authority’s other rights and remedies hereunder, the Authority’s consent shall be required for any material changes to the Minimum Improvements, specifically including, without limitation, changes to the scale, massing or exterior finish materials set forth in the original City Approvals that could reduce the taxable value of the Project Area 4.3 Building and Construction Permits. Nothing in this Agreement shall limit the governmental authority of the City with respect to its building and construction permitting process for the Project. Developer shall comply with all applicable City building codes and construction requirements and shall be responsible for obtaining all building permits prior to construction. 4.4 Restrictions on Development. Developer may not construct or permit construction of any of the Minimum Improvements until Developer satisfies the following conditions: (a) Developer executes and records the Development Contract against Site B and Site C, and causes any lien holder affecting any of the property to subject its interest as provided in this Agreement and in the Development Contract; (b) Developer satisfies all of the conditions precedent to construction of the Minimum Improvements established by the City in the City Approvals; and (c) Developer executes and records a Memorandum of Agreement in accordance with Section 10.16 hereof. 4.5 Submission and Approval of Evidence of Financing . No later than the issuance of the applicable construction or building permit for the Minimum Improvements (but excluding demolition permits), Developer shall provide the Authority with the Go-Ahead Letter, including the Financing Commitments for both debt and equity. If Developer fails to submit the Go-Ahead Letter and the foregoing information acceptable to the Authority within said period of time or any additional period to which the Authority may agree, the Authority may notify Developer of its failure to comply with the requirement of this Section 4.5, such failure being a Default hereunder. 4.6 Public Easements (a) Prior to the issuance of the Certificate of Completion (or such earlier date set forth herein) and as a condition to issuance of the Site B/C TIF Note, Developer shall grant, and/or shall have caused the then-current owner of the applicable portion of Project Area to grant, to the City or the Authority (at City and Authority’s discretion) the following easements with respect to the Minimum Improvements (each a “City Easement”, and collectively the “City Easements”): (i) A permanent, public easement for access and use of the District Parking (the “Parking Easement”). The Parking Easement shall be granted pursuant to an easement agreement in the form attached as Exhibit I and which shall include the following terms and conditions (the “Parking Easement Agreement”) (1) The District Parking shall be available for public use as follows: (A) approximately 43 stalls on the street level of the District Parking shall be available for public use 24 hours a day, seven days a week, 365 days a year and Execution Draft 21 Redevelopment Agreement (7001 France Avenue – Sites B and C) 4877-6652-3167\7 (B) approximately 497 stalls located on the upper levels of the District Parking shall only be available for public use Monday through Friday from 4:00 PM to 7:00 AM and 24 hours a day on weekends and holidays and shall otherwise be reserved for the exclusive use of office and retail employees on Site B, in each case, subject to reasonable, nondiscriminatory limitations, rules and regulations governing its use adopted by Developer and approved by City Manager or its designee. Access to such stalls on the upper levels shall be controlled by gate access during the hours when public parking is not permitted. (2) The public use hours described in clause (1) above will be mutually reviewed and reconsidered by Developer and the City approximately every 10 years or as determined by termination date of existing commercial leases for space in the Commercial Element. If less office business parking is required in the Commercial Element, then additional spaces may be added to the approximately 43 stalls available for 24/7/365 public usage under clause (1) above. (3) The District Parking shall include an approximately 1,300 square foot bike storage and a bike repair facility on the street level, which shall be available for public use 24 hours a day, seven days a week, 365 days a year, subject to reasonable, nondiscriminatory limitations, rules and regulations governing its use adopted by Developer and approved by City Manager or its designee. (4) The District Parking will comply with “Parksmart” certification (or equivalent as determined by the City) as required under Section 4.8. (5) The District Parking shall include, in a manner readily visible before vehicles enter, a car counting system on the upper levels to measure usage. (6) The interior of the stairwell and elevator lobby serving the upper levels of the District Parking shall include a mural or similar public art or other above-standard finish set forth in the City Approvals. Signage on the District Parking facility shall be limited to the name of the Project. Signage shall not include names of tenants, investors or people. The Authority shall be given the opportunity to review these items prior to submission by Developer to the City of plans for construction permits. The Authority may withhold or delay issuance of the Site B/C TIF Note if Developer fails to satisfy these requirements. (7) The District Parking shall include typical signage that reads “public parking” and that identifies the same as being available for public parking. In addition, public parking wayfinding signage must be provided at strategic locations on the Project Area. (8) Developer shall be responsible for all maintenance of the District Parking at no cost or expense to the City or Authority. (9) A minimum of five percent (5%) of each of the approximately 43 stalls available for 24/7/365 public usage under clause (1) above and the approximately 497 other stalls within the District Parking must have electric vehicle (EV) chargers (Level 2 or higher), with a minimum of another 10% of each such category of stalls provided conduit for future EV chargers. Execution Draft 22 Redevelopment Agreement (7001 France Avenue – Sites B and C) 4877-6652-3167\7 (10) The District Parking shall be designed to incorporate a high level of public safety features, potentially including: security cameras in strategic locations, security phones and/or panic buttons in strategic locations. The Authority shall be given the opportunity to review and confirm these safety features prior to submission by Developer to the City of plans for construction permits. The Authority may withhold or delay issuance of the Site B/C TIF Note if Developer fails to satisfy these requirements. (ii) A permanent, public easement for access and use of the Public Plaza (the “Plaza Easement”). The Plaza Easement shall be granted pursuant to an easement agreement in the form attached as Exhibit J. (iii) A permanent, public easement for access and use of the Interior Street Grid and Phase 2 Sidewalks and Streetscapes (the “Public Access Easement”), subject to reasonable, nondiscriminatory limitations, rules and regulations governing its use adopted by Developer and subject to the approval of the City Manager or its designee. The Public Access Easement shall be granted pursuant to an easement agreement in a form reasonably required by the City attorney and reasonably approved by the Authority. (b) Other Terms of City Easements. Neither the City nor the Authority will pay an acquisition cost to Developer for any of the City Easements. Each City Easement must be recorded by Developer as a condition to issuance of the Site B/C TIF Note. Developer shall, at Developer’s sole cost and expense, cause a licensed surveyor to determine the final, actual legal description of the District Parking, the Public Plaza, and the Phase 2 Sidewalks and Streetscapes for the purpose of the granting the City Easements with respect to such elements. Such legal descriptions will be consistent with the areas and boundaries of such areas as described and depicted in the City Approvals and the exhibits to this Agreement. (c) Relationship to Private ERA. The City Easements and the rights granted to the City, the Authority, and/or the general public thereunder, including, without limitation, the District Parking, shall be subject to the provisions of the Private ERA; provided, however, Developer hereby represents, warrants, and covenants that the Private ERA does not and will not prohibit the granting of, or the use and enjoyment of, the City Easements and/or the rights granted to the City, the Authority, and/or the general public thereunder. It shall be a material Default hereunder if any such City Easements and/or rights granted to the City, the Authority, and/or the general public thereunder are disturbed or impaired by Private ERA or the enforcement of any provisions of the Private ERA by a party thereto. (d) Future Transit Easements. Developer agrees to grant future easements for future mass transit (e.g., bus) stops in open areas of Site B and Site C adjoining public rights-of-way and Public Access Easements on the Interior Street Grid at no cost to the City, the Authority, or the responsible transit agency(ies), subject only to the responsible transit agency(ies) being responsible for initial construction and maintenance of the surface improvements in any future easement area. (e) Drew Avenue Extension. Developer will reasonably accommodate the future reconstruction of a Drew Avenue extension for the creation of a wider access road that connects Site B, Site C, and the Project Area to adjacent properties or extends from Hazelton to 70th St., and Developer further agrees not to protest such future reconstruction, provided such reconstruction does not have a negative material impact on the Minimum Improvements after construction (agreeing specifically that normal disruption during the construction process is not a material impact). 4.7 Public Art. The Minimum Improvements shall include at least four (4) installations of public art in the applicable areas generally depicted on the Final Development Plans (the “Site B/C Public Execution Draft 23 Redevelopment Agreement (7001 France Avenue – Sites B and C) 4877-6652-3167\7 Art”), such Site B/C Public Art shall be permanent sculptures, fountains, murals and/or equivalent art installations. Developer shall engage a professional art consultant or a landscape architect experienced in public art visioning, commissioning, and implementation in connection with the creation of the Site B/C Public Art, subject to a public engagement process approved by the City within 30 days after identification of the art consultant. Within such 30-day period, the City Manager may also designate up to three people to provide input and guidance to the art consultant. The Site B/C Public Art shall have a value of no less than $240,000.00, in the aggregate (exclusive of fees paid to such professional art consultant and exclusive of costs for other aspects of the Minimum Improvements which are installed in connection with or ancillary to such Site B/C Public Art, but which do not directly form a part of such Site B/C Public Art). Developer shall at all times maintain Site B/C Public Art in good, first class condition, at no cost to the City or the Authority. 4.8 Environmental Sustainability . (a) The Commercial Element must be designed and certified with appropriate standards that provide a greater degree of sustainability than Minnesota building code, all in accordance with the requirements of the City Approvals (e.g. Energy Star certification). (b) The District Parking must be equipped with EV chargers and conduit for future EV chargers in accordance with the Section 4.6(a)(i) and as more particularly described in the Parking Easement Agreement. (c) The District Parking must be designed and certified to comply with “Parksmart” bronze certification or greater, as prepared by Green Business Certification Inc. (GBCI) (or equivalent as determined by the City). Developer shall cause the District Parking to maintain such “Parksmart” certification or City-approved equivalent. (d) As part of the Minimum Improvements, Developer shall install an on-site minimum 39.96 kw DC solar array on Site C in accordance with the requirements of the City Approvals and applicable Laws. 4.9 Equity and Inclusion. (a) Generally; Workforce Goals. Developer shall, and shall cause its general contractor to, use good faith efforts as defined by Minnesota Department of Human Rights to include businesses that are majority owned by under-represented groups including minorities, women, veterans and people with disabilities in the development and construction of the Minimum Improvements. For avoidance of doubt, the terms, conditions, and requirements of this Section 4.9 do not apply to any office, retail and/or other commercial tenant improvements in the Commercial Element, which such tenant improvements are not part of the “Minimum Improvements” hereunder. Developer shall, and shall cause its general contractor to, use, good faith efforts to employ under-represented people on the construction site for the Minimum Improvements. Developer commits to use good faith efforts to try to achieve the following workforce goals to maximize participation opportunities for the local workforce, including women and minorities: (i) Minority – 32% of the total labor hours for the Minimum Improvements. (ii) Female – 10% of the total labor hours for the Minimum Improvements. (iii) 25% of the total subcontracted work will be awarded to businesses that qualify as minority and women owned business enterprises. Execution Draft 24 Redevelopment Agreement (7001 France Avenue – Sites B and C) 4877-6652-3167\7 These goals are expressed as a percentage of the total craft hours on the Minimum Improvements. Minorities includes African American (not of Hispanic origin), Hispanics, Asians, Pacific Islanders, Native Americans and Alaskan Natives. (b) Good Faith Efforts. For the purpose of this section, “good faith efforts” shall be defined by compliance with the following: (i) At the Project site • Post EEO policy and anti-harassment policies prominently on employee bulletin boards and job sites. Update at least once a year with new contact information and signature of the contractor’s chief executive officer. • Post all government-mandated posters (Minnesota, federal, local) in areas available to employees and applicants and on all job sites. • All job sites to the extent possible should be accessible to people with disabilities, specifically people with mobility impairments (restrooms, break-rooms, etc.). If all restrooms are not accessible, provide comparable facilities for people with disabilities. • Check employee locker rooms, break rooms, restrooms, and work areas (job sites) for potentially offensive cartoons, etc. (ii) Recruiting • All personnel involved in hiring, selection, promotion, disciplinary and related processes should be trained to ensure the elimination of bias (implicit bias training) in personnel actions • Include an EEO tagline or similar statement in all want ads or other external job announcements. If you post jobs on your web site, include an EEO tagline. • Communicate to the union to ensure that the union accepts people for membership in a nondiscriminatory way and that they refer people to jobs fairly. • Make formal and informal contact with community organizations, apprenticeship training organizations, and unions, and other recruitment organizations (specifically those organizations that focus on women, people of color, Indigenous people, and people with disabilities) that may be able to refer qualified applicants for jobs you have available. • Provide training, preparation and workplace accommodations so that people with disabilities can have rewarding careers. • Contact the Department of Employment and Economic Development (DEED) Vocational Rehabilitation Services unit for the purpose of forming partnerships to help prepare people with disabilities for meaningful employment opportunities. Execution Draft 25 Redevelopment Agreement (7001 France Avenue – Sites B and C) 4877-6652-3167\7 • Participate in construction community job fairs or other construction-related events. • When using paid advertising, include news media or websites geared toward women, communities of color, and/or people with disabilities. (iii) Selection and Hiring • Review your application form and remove any questions that are not job-related. Include an EEO statement on the form itself. Review the application to make sure no illegal/potentially illegal information is requested. • Review EEO/Applicant tracking surveys: they should ask for necessary tracking information only and should be clearly marked as voluntary. Remove the forms from the application itself before the selection process begins. • Make sure supervisors are using legal criteria in their hiring decisions. • If you use any pre-employment tests (math tests, typing tests, skill tests, “personality” or “integrity” tests), these tests should directly relate to the jobs for which they’re used. (iv) Termination of Employment • Develop a written termination policy and/or progressive discipline policy. All supervisors should implement your process consistently. • If appropriate, conduct exit interviews or administer exit surveys. (v) Employee Files and Record-Keeping • Retain all information that could reveal age, race, disability, religion, etc. as confidentially as possible. (I-9 forms, insurance forms, medical leave requests, etc.) • An employee’s file should tell the complete story of this employee’s history with your company: orientation, training, performance evaluations, wage increases, promotion information, disciplinary notices, etc. All pay increases should be documented, and nondiscriminatory reasons for pay should be obvious. (Some companies create a checklist for each employee file so that they can be certain that all important documentation is retained.) • Retain applications for at least a year. Develop an applicant flow log or similar tracking system. Make sure that you can track each applicant back to their EEO survey or affirmative action data page, Execution Draft 26 Redevelopment Agreement (7001 France Avenue – Sites B and C) 4877-6652-3167\7 if completed. (You cannot conduct a meaningful analysis of your selection process without this information.) • All files of terminated employees should show the reason for termination, whether voluntary or involuntary. (vi) Other • Conduct training for all employees of your EEO and anti- harassment policies in safety meetings at the beginning of each project and additionally throughout the year for new hires. Emphasize reporting procedures. • Make reasonable efforts to solicit people of color, Indigenous, and female-owned businesses to participate in subcontracts or vendor contracts. (c) Developer shall, and shall cause its general contractor to, implement the equity and inclusion community engagement plan attached as Exhibit K, (the “Community Engagement Plan”) as may be modified with the Authority’s prior written consent, which consent shall not be unreasonably withheld or delayed. (d) Upon Completion, and as a condition to issuance of the Certificate of Completion and Site B/C TIF Note, Developer shall submit the Equity and Inclusion Report in substantially the form attached as Exhibit L. This report shall summarize the actual percentages attained after implementation of the Community Engagement Plan. This report shall include, without limitation: (i) business name, trade category, contact name and business address of each MBE, WBE, or VBE firm engaged in the Project; (ii) total hours worked for each construction trade; (iii) hours worked for each construction trade by minority workers including women workers, and workers considered BIPOC; (iv) employer of the BIPOC and women workers; and (v) calculation of percentage. (e) In the event that the Authority reasonably determines that Developer has not used good faith effort to achieve these goals (by failing to cause its contractor to comply with the approved Community Engagement Plan), a penalty shall be assessed by the Authority. The penalty shall be a cash payment made to a workforce training organization that actively trains underrepresented people in the construction trades in the Twin Cities region. The penalty shall be no more than $250,000.00. 4.10 Effect of Delay. Developer acknowledges that if construction of the Minimum Improvements is delayed due to Unavoidable Delays or for any other reason, this could affect the amount of Available Tax Increments and thus the total amount which may be available to pay the Site B/C TIF Note. Developer acknowledges that if the Completion of the Minimum Improvements is delayed due to Unavoidable Delays or for any other reason, there will be no compensation to Developer or any other party for any reduction in the amount available to pay or refund the Site B/C TIF Note. Execution Draft 27 Redevelopment Agreement (7001 France Avenue – Sites B and C) 4877-6652-3167\7 4.11 Additional Responsibilities of Developer. (a) Developer shall cause the Minimum Improvements to be constructed, operated and maintained in substantial accordance with the terms of this Agreement, the Final Development Plans and Development Contract, and all applicable Law (including, without limitation, zoning, building code and public health laws and regulations). (b) Developer shall obtain, in a timely manner, all required permits, licenses, and approvals, and will meet, in a timely manner, all requirements of all applicable Law that must be obtained or met before the Minimum Improvements may be lawfully constructed. (c) Developer shall not construct any building or other structures on, over, or within the boundary lines of any public utility easement unless such construction is provided for in such easement, approved by the utility involved, or approved by the City if no utility is then utilizing the easement area. (d) Prior to delivery of a Certificate of Completion to Developer, upon the request of the Authority, Developer shall, after reasonable advance notice from the Authority, provide the Authority and the City with reasonable access to Site B and Site C to inspect the Minimum Improvements for compliance with this Agreement. (e) Prior to delivery of the Certificate of Completion, upon the request of the Authority from time to time, but not more than quarterly, Developer shall deliver progress reports to the Authority. The progress reports shall include: summary of progress to date, percent construction completion, identification of any Unavoidable Delays, and projected occupancy date. (f) Developer shall comply and cause its contractors to comply with all applicable Environmental Law as it relates to Site B and Site C and the Minimum Improvements. 4.12 Certificate of Completion. Developer may notify the Authority and request a Certificate of Completion in accordance with this section. Developer may request a Certificate of Completion for the Minimum Improvements at any time after substantial completion of the Minimum Improvements; provided, however, it will be a condition to the Authority’s obligation to issue the Certificate of Completion hereunder that the City will have issued of a certificate of occupancy covering all elements of the Minimum Improvements. Within 30 days after receipt of such request, the Authority shall inspect the Minimum Improvements to determine if such Minimum Improvements have been completed in accordance with the terms and conditions of this Agreement. An example of the Authority’s Completion checklist is included as part of the form of Certificate of Completion attached as Exhibit E. Following such inspection the Authority shall either furnish Developer with (a) an appropriate, recordable Certificate of Completion or (b) a written statement, indicating in adequate detail in what respects Developer has failed to complete the relevant portion of the Minimum Improvements and what measures or acts will be necessary, in the opinion of the Authority, for Developer to take or perform in order to obtain such certification. If the Authority issues a written statement in accordance with clause (b) above, Developer shall thereafter take such actions necessary to cure such deficiencies in the applicable Minimum Improvements. After such deficiencies have been cured, Developer shall notify the Authority and the Authority will re-inspect the applicable Minimum Improvements and take one of the actions described in clauses (a) and (b) hereof, and such process will continue until the Authority issues the applicable recordable Certificate of Completion. Issuance of a Certificate of Completion by the Authority shall be a conclusive determination of satisfaction and termination of the agreements and covenants in this Agreement with respect to the obligations of Developer to construct, or cause to be constructed, the Minimum Improvements. Execution Draft 28 Redevelopment Agreement (7001 France Avenue – Sites B and C) 4877-6652-3167\7 4.13 Commencement Default Site C Purchase Right . Upon the occurrence of an uncured Site B Commencement Default in accordance with Section 4.1(b) or earlier termination of this Agreement prior to Commencement of the Commercial Element (the “Trigger Event”), the Authority shall have the right to acquire fee title to Site C from Developer (the “Commencement Default Site C Purchase Right”) pursuant to a Site C Purchase Option agreement in the form attached as Exhibit M-1, which shall include, without limitation, the following terms and conditions: (a) The purchase price for Site C under the Commencement Default Site C Purchase Right shall be the sum of following three (3) cost components (acquisition costs, site preparation costs, and holding costs) incurred by Developer: (i) An acquisition costs component of the purchase price for Site C shall be 31.5% of Developer’s total documented acquisition costs of Site B and Site C, not to exceed $2,286,512.00. (ii) A site preparation costs component of the purchase price for Site C shall be 15.6% of Developer’s total documented site preparation costs for the Project Area that are not reimbursed by TIF or grant funds, and which in any event, shall not exceed $1,090,452.00. (iii) The holding costs component of the purchase price for Site C shall be 31.5% of Developer’s total documented property taxes, insurance, and the customary and ordinary interest and financing costs incurred by Developer for Site B and Site C from January 1, 2023 to the date of transfer of Site C to the Authority. (b) All such costs components that contribute to the purchase price for Site C are subject to review and confirmation by the Authority, and Developer shall promptly provide all such documentation reasonably requested by the Authority to confirm the same. (c) The Authority may exercise the Commencement Default Site C Purchase Right upon the occurrence of the Trigger Event until July 1, 2028, and the Commencement Default Site C Purchase Right shall automatically expire if not exercised by the Authority by such date. (d) The Authority will release the Commencement Default Site C Purchase Right upon Commencement of the Commercial Element. (e) At financial closing for the Commercial Element, the Authority will deliver an executed and recordable release of the Commencement Default Site C Purchase Right into escrow with the title company administering such closing and authorize the recording of such release upon the occurrence of such Commencement. (f) Developer shall cause a memorandum of such Site C Purchase Option agreement to be recorded or filed in the form attached as part of Exhibit M-1. At the time of execution of this Agreement, the parties hereto will also execute such Site C Purchase Option agreement and such memorandum thereof and Developer shall promptly thereafter cause the same to be recorded and provide evidence thereof to the Authority. 4.14 Future Site C Purchase Right. From and after Commencement of the District Parking, the Authority shall have a perpetual right to acquire Site C and the improvements thereon (including the District Parking to the extent then constructed) for a purchase price of $1.00 (the “Future Site C Purchase Right”) pursuant to a Site C Purchase Right agreement in the form attached as Exhibit M-2 and which shall include, Execution Draft 29 Redevelopment Agreement (7001 France Avenue – Sites B and C) 4877-6652-3167\7 without limitation, the following terms and conditions: the Authority shall have the right to exercise the Future Site C Purchase Right upon the occurrence of any of the following events: (a) the owner of Site C determines to no longer provide parking on Site C to benefit Site B and the Commercial Element at the levels described in this Agreement or (b) Developer fails to maintain the District Parking in a manner that allows safe public parking in accordance with the terms of this Agreement, the Parking Easement Agreement, and such Site C Purchase Right agreement, and all applicable notice and cure periods have expired. Developer shall cause a memorandum of such Site C Purchase Right agreement to be recorded or filed in the form attached as part of Exhibit M-2. At the time of execution of this Agreement, the parties hereto will also execute such Site C Purchase Right agreement and such memorandum thereof and Developer shall promptly thereafter cause the same to be recorded and provide evidence thereof to the Authority. 4.15 Temporary Restrictive Covenants. Developer shall execute a restrictive covenant burdening Site B and Site C, respectively, with the following temporary use restrictions in favor of the Authority (each a “Temporary Use Restriction”): (a) with respect to Site B, limiting the use of Site B to professional office, medical office and/or other commercial uses with at least 150,000 square feet of leasable space on at least five (5) stories (above ground) with outdoor public plaza and no drive-thru facilities and (b) with respect to Site C, limiting the primary use of Site C to a multi-level parking structure including at least 400 stalls that are available for public parking in a manner consistent with the District Parking. Each Temporary Use Restrictions shall be in the form attached as Exhibit N and include the following terms and conditions: (a) Each Temporary Use Restriction will be released upon Commencement of the corresponding Minimum Improvements on Site B or Site C, as applicable. (b) At financial closing for the Minimum Improvements on Site B or Site C, as applicable, the Authority will deliver an executed and recordable release of the corresponding Temporary Use Restriction into escrow with the title company administering such closing and authorize the recording of such release upon the occurrence of such Commencement. (c) The Temporary Use Restriction applicable to Site B shall also be released by the Authority no later than 60 days after the Authority exercise its Commencement Default Site C Purchase Right. (d) Each Temporary Use Restriction shall automatically expire on December 31, 2028. At the time of execution of this Agreement, Developer shall also execute each Temporary Use Restriction and promptly thereafter cause the same to be recorded and provide evidence thereof to the Authority. Article V Encumbrance of Site B and Site C 5.1 Mortgage of the Minimum Improvements Area. (a) Until the Completion of the Minimum Improvements, Developer shall not engage in any financing or any other transaction creating any mortgage or other security interest in or lien upon Site B and/or Site C, or portion thereof, whether by express agreement or operation of law (a “Mortgage”), or suffer any Mortgage to be made on or attach to Site B and/or Site C except for the purpose of obtaining funds necessary for constructing the Minimum Improvements and paying other Project costs whether or not set forth in the TIF Pro Forma. Execution Draft 30 Redevelopment Agreement (7001 France Avenue – Sites B and C) 4877-6652-3167\7 (b) This restriction on encumbrance shall terminate upon Completion of the Minimum Improvements. Developer or any successor in interest to the Minimum Improvements or portion thereof, may sell or engage in financing or any other transaction creating a mortgage or encumbrance or lien on the Minimum Improvements or portion thereof after the Certificate of Completion has been obtained with respect to the Minimum Improvements, without obtaining the prior written approval of the Authority. (c) Notwithstanding anything in this Agreement to the contrary, Developer is authorized, without the approval of the Authority, to obtain construction financing to cover the costs of construction of the Minimum Improvements and other Project costs whether or not set forth in the TIF Pro Forma and to mortgage Site B and/or Site C to provide security for construction financing. 5.2 Copy of Notice of Default to Mortgagee. If the City or the Authority delivers any notice or demand to Developer with respect to any Default under this Agreement, the City or the Authority, as applicable, will endeavor to also deliver a copy of such notice or demand to the mortgagee of any Mortgage at the address of such mortgagee provided in the recorded Mortgage or any other address thereafter provided to the Authority in a written notice from Developer or the mortgagee, provided that failure of the City or the Authority to give any such notice shall not limit the City’s or the Authority’s ability to exercise any of its remedies hereunder. 5.3 Mortgagee’s Option to Cure Events of Default. Upon the occurrence of an Event of Default, the mortgagee under any Mortgage will have the right at its option, to cure or remedy such Event of Default within the cure periods set forth herein. 5.4 Rights of a Foreclosing Mortgagee. Except as provided in Section 5.6, an individual or entity who acquires title to all or a portion of the Minimum Improvements through the foreclosure of a mortgage or deed in lieu of foreclosure on such portion of Site B and/or Site C remains subject to each of the restrictions set forth in this Agreement and remains subject to all of the obligations of Developer, or any successor in interest to Developer, under the terms of this Agreement, but neither the purchaser at a foreclosure sale, the grantee under a deed in lieu of foreclosure, nor any subsequent transferee from a mortgagee shall have any personal liability for a breach of such obligations under this Agreement so long as: (a) The party acquiring title through foreclosure or deed in lieu of foreclosure observes all of the restrictions set forth in the Agreement; (b) The party who acquired title through foreclosure or deed in lieu of foreclosure does not undertake or permit any other party to undertake any Minimum Improvements on the portion of Site B and/or Site C it owns; (c) The City has no obligation to approve any plans for Minimum Improvements or a portion of the Minimum Improvements the foreclosing mortgagee (or mortgagee obtaining a deed in lieu of foreclosure) owns or to issue any related building permits. The purpose of this section is to permit a foreclosing lender (or mortgagee or purchaser obtaining a deed in lieu of foreclosure or a subsequent transferee) to hold title to the portion of Site B and/or Site C it acquires through foreclosure or deed in lieu of foreclosure, subject to, but without personal liability for the obligations under this Agreement, until it can sell the portion it holds to a third party who will assume the obligations of Developer under the terms of this Agreement and proceed with the construction of the Minimum Improvements pursuant to the terms of this Agreement. If, rather than passively holding title to the portion of Site B and/or Site C it acquires through foreclosure or deed in lieu of foreclosure, the foreclosing lender (or mortgagee obtaining a deed in lieu of foreclosure or subsequent transferee) or other Execution Draft 31 Redevelopment Agreement (7001 France Avenue – Sites B and C) 4877-6652-3167\7 purchaser at a foreclosure sale desires to construct the Minimum Improvements, the purchaser at the foreclosure sale must assume and perform each of the obligations of Developer, or the applicable successor to the interest of Developer, under this Agreement as to the portion of the Minimum Improvements subject to foreclosure. This section does not restrict the authority of the Authority to pursue its rights under any outstanding security, exercise remedies otherwise available under this Agreement or suspend the performance of the obligations of the Authority or Developer under this Agreement as otherwise allowed. The Authority agrees to reasonably cooperate with any foreclosing lender (or mortgagee obtaining a deed in lieu of foreclosure) or other purchaser at a foreclosure sale in pursuing the Minimum Improvements in accordance with this Agreement. 5.5 Events of Default Under Mortgage. Developer shall use commercially reasonable efforts to obtain an agreement from any mortgagee under a Mortgage that in the event Developer is in default under any Mortgage, the mortgagee will use commercially reasonable efforts, within 30 days after it becomes aware of any such default and prior to exercising any remedy available to it due to such default, to notify the Authority in writing of (i) the fact of default; (ii) the elements of default; and (iii) the actions required to cure the default. Developer shall use its commercially reasonable efforts to obtain an agreement in any such Mortgage, that if, within the time period required by the Mortgage, the Authority cures any default under the Mortgage, the mortgagee will pursue none of its remedies under the Mortgage based on such default, provided that failure of Developer to obtain such an agreement from any such mortgagee shall not constitute a breach of this Agreement. 5.6 Subordination of Agreement. The City and the Authority will, upon the request of the holder of a Mortgage, execute and record a subordination agreement pursuant to which the City and the Authority agree that, upon a default by Developer under a Mortgage, the holder of the Mortgage may elect, in an instrument to be recorded in the Hennepin County land records and delivered to the City and the Authority before the commencement of proceedings to foreclose the Mortgage, to either (1) treat this Agreement as being subordinate to the lien of the Mortgage such that the foreclosure of the Mortgage and the failure to redeem from such foreclosure will extinguish and terminate this Agreement and the Site B/C TIF Note will automatically be cancelled and rescinded; or (2) to treat this Agreement as having priority over the Mortgage in which case this Agreement and the Site B/C TIF Note will survive the foreclosure of the Mortgage and this Agreement will be binding upon the holder of the Sheriff's Certificate issued in conjunction with the foreclosure of the Mortgage, subject to the terms and conditions of Section 5.4. If the holder of the Mortgage fails to notify the City and the Authority of its election under this Section 5.6 on or before the commencement of foreclosure proceedings, the holder of the Mortgage shall be deemed to have elected to treat this Agreement as being subordinate to the lien of the Mortgage such that the foreclosure of the Mortgage and the failure to redeem from such foreclosure will extinguish and terminate this Agreement and the Site B/C TIF Note will automatically terminate. The City and Authority each further agree that if the holder of a Mortgage elects to treat this Agreement as having priority over the Mortgage, the City and Authority, upon the completion of the foreclosure without redemption, agree that the time for the completion of the Minimum Improvements is extended to a date 12 months following the expiration of all applicable redemption periods or such later date the City and Authority approve in writing. Article VI Insurance and Indemnification 6.1 Insurance. (a) Developer shall obtain and continuously maintain insurance on the Minimum Improvements and, from time to time at the request of the Authority, furnish proof to the Authority that the premiums for such insurance have been paid and the insurance is in effect. The insurance coverage described below is the minimum insurance coverage that Developer must obtain and continuously maintain, Execution Draft 32 Redevelopment Agreement (7001 France Avenue – Sites B and C) 4877-6652-3167\7 provided that Developer shall obtain the insurance described in clause (i) below with respect to the Minimum Improvements prior to the Commencement of construction thereof and is only obligated to maintain the insurance described in clause (i) until Developer receives a Certificate of Completion: (i) Builder’s risk insurance, written on the so-called “Builder’s Risk- Completed Value Basis,” in an amount equal to 100% of the insurable value of the Minimum Improvements at the date of Completion, and with coverage available in non- reporting form on the so-called “all risk” form of policy. (ii) Comprehensive general liability insurance (including operations, contingent liability, operations of subcontractors, completed operations and contractual liability insurance) together with an Owner’s/Contractor’s Policy naming the Authority, and the City as an additional insured, with limits against bodily injury and property damage of not less than $5,000,000 for each occurrence (to accomplish the above-required limits, an umbrella excess liability policy may be used), written on an occurrence basis. (iii) Workers compensation insurance, for employees of Developer if and to the extent required by Law. (b) All insurance required in this Article shall be obtained and continuously maintained by responsible insurance companies selected by Developer which are authorized under the laws of the State to assume the risks covered by such policies. If available on commercially reasonable terms, each policy must contain a provision that the insurer will not cancel nor modify the policy without giving written notice to the insured at least 30 days before the cancellation or modification becomes effective. Not less than 15 days prior to the expiration of any policy, Developer must renew the existing policy or replace the policy with another policy conforming to the provisions of this Article. In lieu of separate policies, Developer may maintain a single policy, blanket or umbrella policies, or a combination thereof, having the coverage required herein. 6.2 Indemnification. (a) Developer releases and covenants and agrees that the City Parties shall not be liable for and agrees to indemnify and hold harmless the City Parties against any loss or damage to property or any injury to or death of any person occurring at or about, or resulting from any defect in the Minimum Improvements constructed by Developer, except to the extent attributable to the negligence or intentional misconduct of any City Party. (b) Except to the extent of the negligence or intentional misconduct of any City Party, Developer shall indemnify the City Parties, now and forever, and further agrees to hold the aforesaid harmless from any claims, demands, suits, costs, expenses (including reasonable attorney’s fees), actions or other proceedings whatsoever by any person or entity whatsoever arising or purportedly arising from the actions or inactions of Developer, or any of its owners, agents, contractors, or employees, under this Agreement or the transactions contemplated hereby, including, without limitation, the construction, installation, ownership, and operation of the Minimum Improvements Article VII Other Developer Covenants 7.1 Developer Reimbursement Obligations. Developer shall pay all reasonable out of pocket costs of the City and the Authority in connection with the Minimum Improvements and the TIF Assistance provided to Developer, including, but not limited, the costs and expenses of the City Consultants, the costs Execution Draft 33 Redevelopment Agreement (7001 France Avenue – Sites B and C) 4877-6652-3167\7 of the development and negotiation of this Agreement and any amendments or modifications to this Agreement, the development of the TIF Plan, the creation of the TIF District, the blight study of the existing buildings, fiscal analysis, legal fees, and all other costs and expenses related thereto. Sufficient monies must be provided to the Authority along with the request for TIF Assistance. These monies shall be held in escrow. Any unused monies shall be returned to Developer. These monies shall not bear interest. After the escrowed monies have been used, Developer shall pay such costs monthly upon presentation of invoices and other documentation of such costs, not more than 30 days after the request for payment is delivered to Developer. All such costs will be Qualified Redevelopment Costs pursuant to the TIF Pro Forma. 7.2 Maintenance and Operation of the Improvements. Developer shall, at all times during the term of this Agreement, maintain and operate the Minimum Improvements in a safe and secure way and in compliance with this Agreement and applicable Law. Developer shall pay all of the reasonable and necessary expenses of the operation and maintenance of the Minimum Improvements, including all premiums for insurance insuring against loss or damage thereto and adequate insurance against liability for injury to persons or property arising from the construction of the Minimum Improvements as required pursuant to this Agreement. During construction of the Minimum Improvements, Developer shall not knowingly cause any person working in or attending the Minimum Improvements for any purpose, or any tenant of the Minimum Improvements, to be exposed to any hazardous or unsafe condition; provided that such party shall not be in Default hereunder if it has required the contractors employed to perform work on the Minimum Improvements to take such precautions as may be available to protect the persons in and around the Minimum Improvements from hazards arising from the work, and has further required each such contractor to obtain and maintain liability insurance protecting against liability to persons for injury arising from the work. The expenses of operation and maintenance of the Minimum Improvements shall be borne solely by Developer. 7.3 Cooperation with Litigation. Developer shall reasonably cooperate with the Authority with respect to any litigation commenced by third parties with respect to Site B and/or Site C; however, this provision does not obligate Developer to incur costs, except as otherwise provided in this Agreement or elsewhere. 7.4 Condemnation, Damage, or Destruction. In the event that title to and possession of the Minimum Improvements or any material part thereof shall be taken in condemnation or by the exercise of the power of eminent domain by any governmental body or other person (except the Authority or the City) or the Minimum Improvements is damaged or destroyed, Developer shall, with reasonable promptness after such taking, notify the Authority as to the nature and extent of such damage or taking, as applicable. Upon receipt of any condemnation award or insurance proceeds Developer shall elect to either: (a) use the entire condemnation award or insurance proceeds to reconstruct the Minimum Improvements (or, in the event only a part of the Minimum Improvements has been taken or damaged, then to reconstruct such part) upon the remaining property to the extent necessary to maintain and continue operations of Minimum Improvements for its intended purpose; or (b) in the event that the condemnation affects or taking or damage or destruction affects Site B and/or Site C but not the Minimum Improvements thereon, retain, for the account of Developer, all of the condemnation award or insurance proceeds. 7.5 Business Subsidy Agreement. The Authority and Developer have determined that a business subsidy agreement within the meaning of the Minnesota Business Subsidy Act, Minnesota Statutes, Sections 116J.993 through 116J.995 is not required in accordance with the exception contained in the Minnesota Business Subsidy Act, Minnesota Statutes, Section 116J.993, subd. 3(17), because Developer’s investment in the purchase of the Minimum Improvements Area and site preparation thereon is 70% or more of the assessor’s current year’s estimated market value for the Minimum Improvements Area. Execution Draft 34 Redevelopment Agreement (7001 France Avenue – Sites B and C) 4877-6652-3167\7 7.6 Developer/Authority Grant Applications. Developer and the Authority will cooperate in efforts to obtain available public grant funding to undertake the Minimum Improvements, including but not limited to grants from the Hennepin County Environmental Response Fund (ERF), Hennepin County Transit Oriented Development (TOD), Met Council Tax Base Revitalization Account (TBRA), Met Council Livable Communities Demonstration Account (LCDA), DEED Contamination Cleanup Grant, DEED Redevelopment Grant, and any other funding from metropolitan, state, county, and federal sources identified by the Authority or Developer as reasonably available. Costs of preparing the grant applications and preparing required reports shall be borne by Developer. City staff shall have the final authority to review and submit the grant applications to the applicable agency. To the extent additional grant funds not reflected in the TIF Pro Forma are obtained, any such amounts shall be taken into consideration by the Authority when the Authority reviews the updated TIF Pro Formas and other information under Article III prior to issuing the Site B/C TIF Note. Developer shall reasonably cooperate with the City and the Authority with respect to the administration of any grants received from Hennepin County, Metropolitan Council, or State of Minnesota to support the construction of the Minimum Improvements. 7.7 Mitigation of Construction Disruption. Developer shall comply with directions set and regulations enforced by the City Engineering and Building Inspection Departments regarding on site construction activities. All construction work shall be limited to the standard hours determined by the City. Deliveries to and from the jobsite shall also occur within allowable hours. Heavy trucks must follow routes established by the City. Provision shall be made for on-site or dedicated off-site parking on private property for all workers employed on the jobsite. Employee parking is prohibited on local streets and elsewhere where prohibited by lawfully installed regulatory signs. Developer shall make best efforts to mitigate construction disruption to surrounding properties. 7.8 Temporary Landscaping; Screening of Site B and C, and Sidewalks. (a) Temporary Landscaping. In the event that a “Go-Ahead Letter” for Sites B and C has not been received by the Authority in accordance with this Agreement by 30 days before the Certificate of Completion for the Site A Minimum Improvements under the Site A Redevelopment Agreement, Developer shall prepare Sites B and C, or cause the same to be prepared, in rough graded condition with top soil and grass seed and with barriers erected around Sites B and C to prevent vehicles from accessing these unfinished pads and to prevent unlawful access to and use of Sites B and C (e.g., illegal dumping). Developer shall maintain, or cause to be maintained, the unfinished Sites B and C building pads in a presentable condition and free of garbage and weeds until commencement of the Minimum Improvements on the applicable Lot. Developer’s failure to initially satisfy these requirements shall be a Default hereunder and the City and Authority shall have all rights and remedies hereunder with respect to such Default, including, without limitation, the remedies set forth in Section 7.8(d) below. (b) Temporary Screening. In the event that a “Go-Ahead Letter” for Sites B and C has not been received in accordance with this Agreement within 180 days after the Certificate of Completion for the Site A Minimum Improvements under the Site A Redevelopment Agreement, Developer shall install, and continuously maintain in good condition, trees, shrubs and/or decorative screening around the perimeter of each unfinished Sites B and C building pads in a manner reasonably approved by the Authority. Developer’s failure to satisfy these requirements shall be a Default hereunder, and the City and Authority shall have all rights and remedies hereunder with respect to such Default, including, without limitation, the remedies set forth in Section 7.8(d) below. (c) Temporary Sidewalks. Developer shall maintain, or cause to be maintained, at all times, pedestrian sidewalks on Site B along France Avenue and 70th Street West and along 71st Street and along Ewing Avenue, in each case, in good condition, except Developer may temporarily remove and/or barricade such sidewalks as reasonably required for pedestrian protection and/or completion of construction Execution Draft 35 Redevelopment Agreement (7001 France Avenue – Sites B and C) 4877-6652-3167\7 work, in each case, during periods of active construction on the corresponding portion of the Project Area. Developer shall use reasonable efforts to minimize any such temporary sidewalk removals and closures. If any such sidewalks are required to be removed before the installation of the applicable, permanent Sidewalks and Streetscapes, Developer shall promptly install and maintain, or cause to be installed and maintained, sightly temporary sidewalks that comply with applicable City code and other applicable Law. If Developer fails to timely install or maintain the required pedestrian sidewalks under this Section, it shall be a Default hereunder and the City and Authority shall have all rights and remedies hereunder with respect to such Default, including, without limitation, the remedies set forth in Section 7.8(d) below. (d) Self-Help. If Developer fails to timely complete or maintain the site conditions required under Sections 7.8(a) through (c) and such failure continues for 30 days after notice thereof from the Authority, then, notwithstanding anything to the contrary herein regarding the remedies afforded to the City and the Authority under this Agreement, the City and the Authority (and/or its agents, employees, and/or contractors) shall have the immediate right and license, but not the obligation, to enter upon the applicable Lot to cure such failure on behalf of Developer and Developer shall pay to the City and/or Authority, as applicable, all costs and expenses incurred on account thereof, and if Developer fails to make payment in accordance with a statement of such costs and expenses within 30 days after receipt thereof, the City shall have the right to assess the costs incurred by the City and/or the Authority to all or any portion of Site B and/or Site C as a service charge pursuant to Minnesota Statutes, Section 429.101, or any successor statute. (e) City Manager Discretion to Modify Requirements and Deadlines for Temporary Conditions. Notwithstanding anything to contrary in this Section 7.8, but subject to applicable Law, the parties hereto acknowledge and agree that the City Manager is hereby, and shall be, authorized to grant to Developer exceptions and/or extensions of the above temporary condition requirements and deadlines if strict compliance with the above requirements and/or deadlines is impractical and/or inefficient given the anticipated timing of construction activities on Site B and/or Site C, which such exceptions and/or extensions may be granted by the City Manager in his or her sole, but reasonable, discretion following written request from Developer with reasonable information supporting such request. 7.9 Project Information. (a) Project Ownership. Developer shall provide the City and Authority with the final organizational structure for the ownership of Site B, Site C, and the Minimum Improvements, and the identity of all parties with an ownership interest in the Minimum Improvements of 10% or greater as required to be disclosed in the Financing Commitments. Developer shall confirm such organizational and ownership information at the time Developer submits the Go-Ahead Letter, and periodically thereafter in accordance with clause (b) below. Prior to delivery of information regarding firm financing commitment or delivery of a Go-Ahead Letter, Developer will provide additional financing updates as requested by the Authority, whether by oral or written request, within two (2) business days after the request. (b) Other Information. In addition to the other Project information required to be provided by Developer hereunder, Developer shall provide or make available for review at Developer’s offices to the City and/or Authority such information regarding Developer and the Project as the City and/or Authority may reasonably request in writing from time to time in order for the City and Authority to monitor Developer’s progress on the Minimum Improvements and the financing thereof, the prospects of the Minimum Improvements, and/or the status of Developer’s obligations hereunder, including without limitation the follow: (i) market studies and/or market data used by Developer to make decision regarding the financing, design, and development of the Minimum Improvements promptly upon request in writing and in no event later than two business days following such request and (ii) the status of Minimum Improvements ownership, organizational structure, financing, leasing, and sales, no more frequently than Execution Draft 36 Redevelopment Agreement (7001 France Avenue – Sites B and C) 4877-6652-3167\7 monthly, but otherwise promptly upon request in writing and in no event later than two business days following such request. The City and Authority will treat all such information which Developer includes a caption stating that the same is proprietary or trade secret information as nonpublic data under and in accordance with the Minnesota Data Practices Act, Minnesota Statutes chapter 13. Article VIII Transfer Limitations 8.1 Representation as to the Minimum Improvements. Developer represents to the City and the Authority that its undertakings under this Agreement are for the purpose of developing the Minimum Improvements and not for the purpose of speculation in land holding. Developer acknowledges that, in view of the importance of the Minimum Improvements to the general welfare of the City and the Authority, and the substantial financing and other public aids that have been made available by the City and the Authority for the purpose of making such Minimum Improvements possible, the qualifications and identity of Developer are of particular concern to the Authority. Developer further acknowledges that the City and the Authority are willing to enter into this Agreement with Developer because of the qualifications and identity of Developer. 8.2 Limitation on Transfers. (a) Until the Authority’s issuance of the Certificate of Completion, Developer shall not sell, assign, convey, lease or transfer in any other mode or manner any of its right, title, and interest in and to this Agreement, all or any part of Site B, Site C, and/or the Minimum Improvements, without the express written approval of the Authority, provided that the consent of the Authority shall not be required for any of the following: (i) granting of a mortgage or other security interests in Site B, Site C, and/or the Minimum Improvements as provided in Article V hereof; (ii) collaterally assigning Developer’s rights and obligations under this Agreement and the Site B/C TIF Note to the holder of any Mortgage that is permitted under the terms of Section 5.1; (iii) leasing the Minimum Improvements in the normal course of business in a manner consistent with this Agreement and the City Approvals; or (iv) assigning this Agreement (in full, but not in part) to: (A) a Related Party of Developer, (B) Orion Investments, or (C) a joint venture entity in which Developer or a Related Party thereof will hold at least a ten percent (10%) ownership interest and be responsible for the day-to-day management of the Minimum Improvements, and a reputable, institutional investor will hold up to a ninety percent (90%) ownership interest; provided, in any case: (1) such permitted assignee party executes an agreement in a form reasonably approved by the Authority pursuant to which such permitted assignee party, as applicable, assumes and agrees to perform the obligations of Developer under this Agreement, and (2) Developer provides the Authority with such information and documentation required by the Authority to confirm the completion of such transfer and that the such transfer meets the requirements of this subsection. (b) If the Authority’s consent to a transfer of the Site B/C TIF Note or this Agreement, pursuant to Section 3.5 and/or Section 8.2, as applicable, is required, then the Authority shall be entitled to require, as conditions to its approval of any sale, assignment, conveyance, use or transfer of any rights, title, Execution Draft 37 Redevelopment Agreement (7001 France Avenue – Sites B and C) 4877-6652-3167\7 and interest in and to this Agreement, the Site B/C TIF Note, Site B, Site C, or the Minimum Improvements that: (i) Any proposed transferee shall not be exempt from the payment of real estate taxes and shall have the qualifications and financial responsibility, as determined by the Authority, necessary and adequate to fulfill the obligations undertaken in this Agreement by Developer; (ii) Any proposed transferee, by instrument in writing satisfactory to the Authority and in form recordable among the land records shall, for itself and its successors and assigns, and expressly for the benefit of the Authority have expressly assumed all of the obligations of Developer (or such obligations of Developer as are applicable to the portion of the Minimum Improvements acquired) under this Agreement and agree to be subject to all the conditions and restrictions to which Developer is subject; (iii) Developer must submit all instruments and other legal documents involved in effecting transfer to the Authority; and (iv) Developer and the transferee must comply with such other reasonable conditions as the Authority may find desirable in order to achieve and safeguard the purposes of the TIF Act, the Authority, this Agreement, the Minimum Improvements, and/or the Project; and (v) The transferee must demonstrate, in a manner satisfactory to the Authority, its ability to perform all assumed obligations in this Agreement. (c) In the absence of specific written agreement by the City and the Authority to the contrary, neither the transfer of the Minimum Improvements, or any portion thereof, prior to the issuance of the Certificate of Completion for the Minimum Improvements or the City’s or the Authority’s consent to such a transfer will relieve Developer of its obligations under this Agreement; provided, however, in the event of a transfer to a permitted assignee party under Section 8.2(a)(iii), the Authority and the City will release Developer of its obligations under this Agreement accruing after the date of such permitted transfer. (d) After the Authority’s issuance of the Certificate of Completion, Developer may freely assign or transfer this Agreement (and the Site B/C TIF Note, subject to the requirements of Section 3.5) without the Authority’s or the City’s consent; provided, however, Developer must promptly notify the Authority and the City in writing of the name and contact information of the successor Developer under this Agreement and the effective date of such assignment or transfer. Article IX Events of Default and Remedies 9.1 Events of Default Defined. “Events of Default” under this Agreement include any one or more of the events listed in Sections 9.2 and 9.3. 9.2 Developer Events of Default. The following shall be Events of Default for Developer: (a) subject to Unavoidable Delays and Cure Rights, Developer’s failure to achieve Commencement and Completion of any aspect of the Minimum Improvements by the applicable “Default Date” set forth in Section 4.1, provided that if the Authority issues a Certificate of Completion, such failure shall no longer be an Event of Default; Execution Draft 38 Redevelopment Agreement (7001 France Avenue – Sites B and C) 4877-6652-3167\7 (b) subject to Unavoidable Delays and Cure Rights, Developer shall Default in its obligations with respect to the construction of the Minimum Improvements (including the nature and the date for the completion of the various elements thereof), or shall abandon or substantially suspend construction work on the Minimum Improvements, and any such Default, violation, abandonment or suspension is not cured, ended or remedied within 30 days after written notice to do so, provided that if the Authority issues a Certificate of Completion, such failure shall no longer be an Event of Default; (c) there is, in violation of this Agreement, any conveyance or other transfer of Site B, Site C, and/or the Minimum Improvements or any part thereof, and such violation is not cured within 30 days after written notice to do so; (d) subject to Unavoidable Delay and Cure Rights, failure by Developer to observe or perform any other covenant, condition, obligation or agreement on its part to be observed or performed under this Agreement, any of the City Easements, the City Approvals, or any other agreements regarding the Minimum Improvements, and the continuation of such failure for a period of 30 days after written notice of such failure from any party hereto; (e) if, prior to the delivery of the Certificate of Completion, Developer shall (i) file any petition in bankruptcy or for any reorganization, arrangement, composition, readjustment, liquidation, dissolution, or similar relief under the United States Bankruptcy Act of 1978, as amended or under any similar federal or State law; or (ii) make an assignment for the benefit of its creditors; or (iii) become insolvent or adjudicated a bankrupt; or if a petition or answer proposing the adjudication of Developer, as a bankrupt or its reorganization under any present or future Federal bankruptcy act or any similar Federal or State law shall be filed in any court and such petition or answer shall not be discharged or denied within 90 days after the filing thereof; or a receiver, trustee or liquidator of Developer, or of the Minimum Improvements, or part thereof, shall be appointed in any proceeding brought against Developer, and shall not be discharged within 90 days after such appointed, or if Developer shall consent to or acquiesce in such appointment. 9.3 City and Authority Events of Default. Subject to Cure Rights and events beyond the City’s and/or the Authority’s control, the failure of the City or the Authority to observe or perform any covenant, condition, obligation or agreement on its part to be observed or performed under this Agreement, and the continuation of such failure for a period of 30 days after written notice of such failure from any party hereto shall be an Event of Default for the City or the Authority. 9.4 Cure Rights. If a Default occurs under this Agreement which reasonably requires more than 30 days to cure, such Default shall not constitute an Event of Default, provided that the curing of the Default is promptly commenced upon receipt by the defaulting party of the written notice of the Default, and with due diligence is thereafter continuously prosecuted to completion and is completed within a reasonable period of time, and provided that the defaulting party keeps the non-defaulting party informed at all times of its progress in curing the Default; provided, however in no event shall such additional cure period for any Default extend beyond 180 days. 9.5 Authority Remedies on Developer Events of Default. Whenever any Event of Default occurs by Developer, the Authority may take any one or more of the following actions: (a) terminate this Agreement (but not the Site B/C TIF Note if then issued by the Authority); Execution Draft 39 Redevelopment Agreement (7001 France Avenue – Sites B and C) 4877-6652-3167\7 (b) only for any uncured material Event of Default, the Authority may suspend interest accrual and/or withhold payments due under the Site B/C TIF Note until Developer has cured any Default which gave rise to such Event of Default; (c) suspend performance under this Agreement until it receives assurances from Developer or the holder of any Mortgage, deemed adequate by the Authority, that Developer or the holder of any Mortgage will cure the Event of Default and continue its performance under this Agreement, (d) withhold the Certificate of Completion where such Event of Default relates to Completion of the Minimum Improvements or the issuance of the Certificate of Completion; (e) take whatever action at law or in equity may appear necessary or desirable to the Authority to collect any payments due under this Agreement, or to enforce performance and observance of any obligation, agreement, or covenant of Developer under this Agreement; and (f) the Authority shall have all remedies available at law and in equity to enforce performance of this Agreement including a right to specific performance. 9.6 City Remedies on Developer Events of Default. Whenever any Event of Default of Developer occurs, the City may suspend performance of its obligations under this Agreement and take whatever action at law or in equity may appear necessary or desirable to the City to enforce performance and observance of any obligation, agreement, or covenant of Developer under this Agreement, including an action for specific performance. 9.7 Developer Remedies on City or Authority Events of Default. Whenever any Event of Default of the City or the Authority occurs, Developer, may take whatever action at law or in equity may appear necessary or desirable to enforce performance and observance of any obligation, agreement, or covenant of the City or the Authority under this Agreement, including, without limitation, an action for specific performance. 9.8 No Remedy Exclusive. No remedy herein conferred upon or reserved to the City, the Authority or Developer is intended to be exclusive of any other available remedy or remedies unless otherwise expressly stated, but each and every such remedy shall be cumulative and shall be in addition to every other remedy given under this Agreement or now or hereafter existing at law or in equity or by statute. No delay or omission to exercise any right or power accruing upon any Default shall impair any such right or power or shall be construed to be a waiver thereof, but any such right and power may be exercised from time to time and as often as may be deemed expedient. In order to entitle the Authority, the City or Developer to exercise any remedy reserved to it, it shall not be necessary to give notice, other than such notice as may be required in this Article IX. 9.9 No Additional Waiver Implied by One Waiver. If any agreement contained in this Agreement should be breached by any party and thereafter waived by another party, such waiver shall be limited to the particular breach so waived and shall not be deemed to waive any other concurrent, previous or subsequent breach hereunder. 9.10 Reimbursement of Attorneys’ Fees. Whenever a Default occurs and the non-defaulting party shall employ attorneys or incur other expenses for the collection of payments due or to become due or for the enforcement of performance or observance of any obligation or agreement under this Agreement, the defaulting party shall, within 10 days of written demand by the non-defaulting party pay to such non- defaulting party the reasonable fees of such attorneys and such other expenses so incurred by the non- defaulting party. In the event of any enforcement action hereunder following a Default, the prevailing party, Execution Draft 40 Redevelopment Agreement (7001 France Avenue – Sites B and C) 4877-6652-3167\7 in addition to other relief, shall be entitled to an award of attorney’s fees and costs. The City, Authority and Developer waive their right to a jury trial on the issues of who is the prevailing party and the reasonable amount of attorneys’ fees and costs to be awarded to the prevailing party. Those issues will be decided by the trial judge upon motion by one or both parties, such motion to be decided based on the record as of the end of the jury trial augmented only by the testimony and/or affidavits from the attorneys and their staff. The parties agree that, subject to the trial judge’s discretion, the intent of this clause is to have all issues related to the award of attorneys’ fees and costs decided by the trial judge as quickly as practicable. Article X Additional Provisions 10.1 Conflicts of Interest. No member of the Board or other official of the Authority shall have any financial interest, direct or indirect, in this Agreement, the TIF District or the Minimum Improvements, or any contract, agreement or other transaction contemplated to occur or be undertaken thereunder or with respect thereto, nor shall any such member of the governing body or other official participate in any decision relating to the Agreement which affects his or her personal interests or the interests of any corporation, partnership or association in which he or she is directly or indirectly interested. No member, official or employee of the City or the Authority shall be personally liable to the City or the Authority in the event of any Default or breach by Developer of any obligations under the terms of this Agreement. 10.2 Titles of Articles and Sections. Any titles of the several parts, Articles and Sections of the Agreement are inserted for convenience of reference only and shall be disregarded in construing or interpreting any of its provisions. 10.3 Notices and Demands. Except as otherwise expressly provided in this Agreement, a notice, demand or other communication under this Agreement by any party to any other shall be in writing and shall be sufficiently given or delivered if it is dispatched by reputable overnight courier, sent registered or certified mail, postage prepaid, return receipt requested, or delivered personally, and addressed to: Developer at: c/o Mortenson Development, Inc. Attn: Robert J. Solfelt 700 Meadow Lane North Minneapolis, MN 55422 with a copy to: Mortenson Development, Inc. Attention: Stacey Braybrook 700 Meadow Lane North Minneapolis, MN 55422 and copy to: Orion Investments Attention: Ted Carlson 6550 York Avenue South, Suite 207 Edina, MN 55435 The Authority at: Housing and Redevelopment Authority of Edina, Minnesota Attention: Executive Director 4801 West 50th Street Edina, MN 55424 with a copy to: Dorsey & Whitney LLP Attention: Jay R. Lindgren Execution Draft 41 Redevelopment Agreement (7001 France Avenue – Sites B and C) 4877-6652-3167\7 50 South Sixth Street, Suite 1500 Minneapolis, MN 55402 The City at: City of Edina Attention: City Manager 4801 West 50th Street Edina, MN 55424 with a copy to: Dorsey & Whitney LLP Attention: Jay R. Lindgren 50 South Sixth Street, Suite 1500 Minneapolis, MN 55402 or at such other address with respect to any such party as that party may, from time to time, designate in writing and forward to the other, as provided in this section. 10.4 Governing Law, Jurisdiction, Venue and Waiver of Trial by Jury. All matters, whether sounding in tort or in contract, relating to the validity, construction, performance, or enforcement of this Agreement shall be controlled by, interpreted and determined in accordance with the laws of the state of Minnesota without regard to its conflict and choice of law provisions. Any litigation arising out of this Agreement shall be venued exclusively in Hennepin County District Court, Fourth Judicial District, state of Minnesota and shall not be removed therefrom to any other federal or state court. The Authority and Developer hereby consent to personal jurisdiction and venue in the foregoing court. The Authority and Developer hereby waive trial by jury for any litigation arising out of this Agreement. 10.5 Severability. If any term or provision of this Agreement is determined to be invalid or unenforceable under applicable Law, the remainder of this Agreement shall not be affected thereby, and each remaining term or provision of this Agreement shall be valid and enforceable to the fullest extent permitted by applicable Law. 10.6 Consents and Approvals. Whenever the terms “consent,” “approve,” or “approval” are used herein, they shall mean consent or approval in a party’s sole discretion, unless specifically provided otherwise. All consents or approvals must be delivered in writing in order to be effective. 10.7 Additional Documents. When reasonably requested to do so by another party, each party shall execute or cause to be executed any further documents as may be reasonably necessary or expedient and within their lawful obligation in order to consummate the transactions provided for in, and to carry out the purpose and intent of, this Agreement. 10.8 Limitation. All covenants, stipulations, promises, agreements and obligations of the Authority or Developer contained in this Agreement shall be deemed to be the covenants, stipulations, promises, agreements and obligations of the Authority and Developer, and not of any governing body member, officer, agent, servant, manager or employee of the Authority or Developer in the individual capacity thereof. 10.9 City/Authority Approval. Unless the City Council or the Board, as applicable, determines otherwise in its discretion, all approvals and other actions required of or taken by the Authority or the City shall be effective upon action by the Authorized Representative of the Authority or City, as applicable (or in either case his/her designee), unless (a) this Agreement explicitly provides for approval by the City Council or the Board of the Authority, (b) approval by the Council or Board is required by law or (c) the Execution Draft 42 Redevelopment Agreement (7001 France Avenue – Sites B and C) 4877-6652-3167\7 approval, in the opinion of the City Manager or the Executive Director, would result in a material change in the terms of this Agreement. 10.10 Superseding Effect. This Agreement reflects the entire agreement of the parties with respect to the items covered by this Agreement, and supersedes in all respects all prior agreements of the parties, whether written or otherwise, with respect to the items covered by this Agreement. 10.11 Relationship of Parties. Nothing in this Agreement is intended, or shall be construed, to create a partnership or joint venture among or between the parties hereto, and the rights and remedies of the parties hereto shall be strictly as set forth in this Agreement. 10.12 Survival of Terms. The following Sections will survive the expiration or earlier termination of this Agreement: Section 6.1 [Insurance]; Section 6.2 [Indemnification]; Section 7.1 [Developer Reimbursement Obligations]; Section 7.8 [Temporary Landscaping; Screening of Site B and C, and Sidewalks]; Sections 9.5 through 9.10 [Remedies on Default, etc.] to the extent of any Event of Default arising prior to such termination or expiration; Section 10.3 [Notices and Demands]; Section 10.4 [Governing Law, Jurisdiction, Venue and Waiver of Trial by Jury]; Section 10.14 [No Waiver of Governmental Immunity and Limitations on Liability]; and Section 10.17 [Limited Liability]. 10.13 Data Practices Act. Developer acknowledges that all of the data created, collected, received, stored, used, maintained, or disseminated by Developer with regard to the performance of its duties under this Agreement are subject to the requirements of Chapter 13, Minnesota Statutes. 10.14 No Waiver of Governmental Immunity and Limitations on Liability. Nothing in this Agreement shall in any way affect or impair the City’s or Authority’s immunity or the immunity of the City’s and Authority’s employees, consultants and contractors, whether on account of official immunity, legislative immunity, statutory immunity, discretionary immunity or otherwise. Nothing in this Agreement shall in any way affect or impair the limitations on the City’s or Authority’s liability or the liability of the City’s and Authority’s employees, consultants and independent contractors. By entering into this Agreement, the Authority does not waive any rights, protections, or limitations as provided under law and equity for the Authority, or of their respective employees, consultants and contractors. 10.15 City and Authority Regulatory Authority. Nothing in this Agreement shall be construed to limit or modify the City’s or Authority’s regulatory authority. 10.16 Memorandum of Agreement. Neither party shall cause this Agreement to be recorded or filed in the real estate records of the County. However, Developer shall cause a memorandum of this Agreement to be so recorded or filed in the form attached as Exhibit F, and hereby incorporated herein by reference upon execution of this Agreement upon Site B and Site C. At the time of execution of this Agreement the parties hereto will also execute and acknowledge the Memorandum of Agreement. 10.17 Limited Liability. Notwithstanding anything to contrary provided in this Agreement, it is specifically understood and agreed, such agreement being the primary consideration for the execution of this Agreement by Developer, that (a) there should be absolutely no personal liability on the part of any director, officer, manager, member, employee or agent of Developer or the City or Authority with respect to any terms, covenants and conditions in this Agreement; (b) Developer and the Authority waive all claims, demands and causes of action against the other parties’ directors, officers, managers, members, employees and agents in any Event of Default, by either party, as the case may be, of any of the terms, covenants and conditions of this Agreement to be performed by either party; and (c) Developer and the Authority, as the case may be, shall look solely to the assets of the other party for the satisfaction of each and every applicable remedy in the Event of Default by any party, as the case may be, of any of the terms, covenants and Execution Draft 43 Redevelopment Agreement (7001 France Avenue – Sites B and C) 4877-6652-3167\7 conditions of this Agreement such exculpation of liability to be absolute and without any exception whatsoever. 10.18 Time is of the Essence. Time is of the essence of this Agreement and each and every term and condition hereof; provided, however, that if any date herein set forth for the performance of any obligations by Developer or the Authority or for the delivery of any instrument or notice as herein provided should not be on a business day, the compliance with such obligations or delivery shall be deemed acceptable on the next following business day. 10.19 Counterparts. This Agreement may be executed in any number of counterparts, each of which shall constitute one and the same instrument. 10.20 Amendments. This Agreement shall not be amended unless in writing and executed by the parties hereto. Developer shall be responsible for obtaining any necessary consent to an amendment to this Agreement from the Construction Lender or Permanent Lender, as applicable. 10.21 Term. The term of this Agreement shall be effective from the Effective Date above written until the earlier of (a) the date this Agreement is terminated pursuant to the terms and conditions hereof, (b) payment in full of the Site B/C TIF Note, or (c) the date of termination of the TIF District. Upon termination, the parties agree to execute and record a document terminating this Agreement and providing for the release of the obligations under this Agreement. 10.22 Estoppel Certificate. Each party shall, within fifteen (15) days after request from the other party hereto, deliver a written statement which may be relied upon by the requesting party, or any lender or transferee of the requesting party, setting forth (a) whether, to the best knowledge of the party providing the written statement, that the requesting party is not in default and there exists no circumstance which with the giving of notice or lapse of time, or both, would constitute a default (or if such party is aware of any such default or circumstance specifying the same); and (b) such other factual certifications as may be reasonably requested by the requesting party. [SIGNATURES APPEAR ON FOLLOWING PAGES] Execution Draft [Signature Page to Redevelopment Agreement (7001 France Avenue – Sites B and C)] 4877-6652-3167\7 IN WITNESS WHEREOF, the City, the Authority and Developer have caused this Agreement to be duly executed in their names and on their behalf, all on or as of the date first above written. City of Edina, Minnesota By: __________________________________ James B. Hovland, Mayor By: __________________________________ Scott H. Neal, City Manager STATE OF MINNESOTA ) ) ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this ____ day of June, 2022, by James B. Hovland and Scott H. Neal, the Mayor and City Manager, respectively, of the City of Edina, Minnesota, on behalf of the City of Edina. ______________________________________ Notary Public Execution Draft [Signature Page to Redevelopment Agreement (7001 France Avenue – Sites B and C)] 4877-6652-3167\7 Housing and Redevelopment Authority of Edina, Minnesota By: ______________________________ James B. Hovland, Chair By: ______________________________ James Pierce, Secretary STATE OF MINNESOTA ) ) ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this ____ day of June, 2022, by James B. Hovland and James Pierce, the Chair and Secretary, respectively, of the Housing and Redevelopment Authority of Edina, Minnesota, on behalf of said Authority. ______________________________________ Notary Public Execution Draft [Signature Page to Redevelopment Agreement (7001 France Avenue – Sites B and C)] 4877-6652-3167\7 MDI France Avenue, LLC, a Minnesota limited liability company By: _________________________________________ Name: _______________________________________ Its: __________________________________________ STATE OF _______________ ) ) ss. COUNTY OF ______________ ) The foregoing instrument was acknowledged before me this ___ day of June, 2022, by ____________________, the _______________ of MDI France Avenue, LLC, a Minnesota limited liability company, on behalf of the company. Notary Public A-1 Exhibit A Project Site Plan [See attached.] XXX20.00FRANCE AVENUE SOUTH COUNTY ROAD NO. 17WEST 70TH STREET88820102010UTILITY EASEMENT PER THE PLATOF YORKTOWN DOC. NO.1033725 (ITEM NO. 11)22822TELECOMMUNICATIONS EASEMENTPER DOC. NO. 983149 (ITEM NO. 12)SANITARY SEWER EASEMENTPER DOC. NO. (ITEM NO. 11)152015SCENIC AND OPEN SPACE EASEMENT INFAVOR OF EDINA VILLAGE (NOW CITY)PER DOC. NO. 1033728 (ITEM NO. 14)SCENIC AND OPEN SPACE EASEMENT INFAVOR OF EDINA VILLAGE (NOW CITY) PERDOC. NO. 1033728 (ITEM NO. 14)1010PUBLIC ROAD EASEMENT IN PER DOC.NO. 1036934 (ITEM NO. 15)STREET RIGHT OF WAY DEDICATED IN THE PLAT OFYORKTOWN DOC. NO. 1033725 (ITEM NO. 16)4040HIGHWAY EASEMENT PER DOC. NO.2189613 (ITEM NOS. 15 & 16)HIGHWAY EASEMENT PER DOC.NO. 2189613 (ITEM NOS. 15 & 16)PUBLIC STREET, DRAINAGE & UTILITYEASEMENT PER DOC. NO. T4859947(ITEM NO. 16)SIDEWALK & UTILITY EASEMENT PERDOC. NOS. T05067233 &T05132844(ITEM NO. 17)SIDEWALK & UTILITY EASEMENTPER DOC. NOS. T05067233 &T05132844 (ITEM NO. 17)TELECOMMUNICATIONSEASEMENT PER DOC. NO.983149 (ITEM NO. 12)ST-5ST-6ST-4ST-3ST-2ST-116" ASH13" LCH14" ASHGW: 853.5ST-106GW: 852.7GW: 853.5GW: 857.5GW: 848.6GW: NOT OBSERVEDGW: NOT OBSERVEDST-101GW: 852.9ST-102GW: 853.5ST-103ST-104GW: 854.6ST-105GW: NOT OBSERVEDGW: 853.4ST-107GW: NOT OBSERVEDST-108GW: NOT OBSERVEDFRANCE AVENUE SOUTH COUNTY ROAD NO. 17COMMERCIAL/RETAIL SPACEFOOTPRINT = 44,300 SFFFE (TENANT A) = 870.00FFE (TENANT B) = 870.00FFE (TENANT C) = 867.50FFE (TENANT D) = 869.20FFE (OFFICE LOBBY) = 869.20FFE (LOADING DOCK) = 866.00MULTI-FAMILY HOUSINGBUILDING FOOTPRINT = 52,050 SFFFE (RESIDENTIAL) = 870.75PARKING RAMPFOOTPRINT = 23,595 SFFFE = 866.50LOE = 866.50LFE = 866.50LFE = 856.00LFE = 860.00LFE = 860.75LFE = 857.00XXPROPOSED FINANCIALINSTITUTIONFOOTPRINT = 6,200 SFFFE = 866.00LFE = 866.00LOE = 866.00XXXXX LOE = 866.00LFE = 856.00LOE = 867.00LFE = 857.00LOT 1LOT 2LOT 3LOT 4SITE A70TH AND FRANCE RESIDENTIALSITE B7001 FRANCE MIXED USESITE C7001 FRANCE PARKING FACILITYSHEET NUMBER:DATE:DATE: LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAVERTICAL SCALE:HORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:PREPARED FOR:Phone(952) 937-5150 12701 Whitewater Drive, Suite #300Fax(952) 937-5822 Minnetonka, MN 55343(888) 937-5150N:\0029211.10\DWG\CIVIL\0029211.10SP03.DWGEDINA, MN05/13/20227001 FRANCESITE PROJECT AREA PLAN7001 FRANCEC200.05/13/2022DAVID T. BADE...10/16/20204530 WEST 77TH STREET SUITE #365EDINA, MN 55435ORION/MORTENSONNOT FOR CONSTRUCTION• ••••••• ••••••••••••••••••••••••••••••••••••••••••••••••••••Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'30' 60' 90'1" = 30'30'6' or 3'09/13/202101/26/202202/08/202205/06/202205/13/2022PRELIMINARY DEVELOPMENT PLAN / PUDWATERSHED COMMENTSCOUNTY SUBMITTALCITY STORMWATER COMMENTSSITE PLAN REVIEWPROJECT NUMBER: 0029211.10LOT 1BLDG FOOTPRINTAREA(SF)LOT AREA(ACRE)LEGALDESCRIPTION51,600PROPOSED USELOT 2LOT 3LOT 4TOTAL 5.98 AC.123,050-44,30021,0506,100SITE DATA CHARTPROPERTY LINESETBACK LINEEASEMENT LINECURB AND GUTTERLOT LINEPOND NORMAL WATER LEVELRETAINING WALLCONCRETE PAVEMENTNUMBER OF PARKING STALLSTRANSFORMERSITE LIGHTINGEXISTINGPROPOSEDFENCEXXHEAVY DUTY BITUMINOUS PAVEMENTNORMAL DUTY BITUMINOUS PAVEMENTTRAFFIC SIGNPOWER POLEBOLLARD / POSTCONCRETE SIDEWALKTIP-OUT CURB AND GUTTERSITE LEGEND5T2.02 AC.OFFICE/GROCERY1.99 AC.MULTI-FAMILY RESIDENTIAL0.93 AC.PARKING FACILITY1.03 AC.BANK B-1 Exhibit B Final Development Plan [See attached.] SOURCES Debt A:First Mortgage 74,919,127 65.0% Debt B:Other Loan 15,300,000 13.3% Subtotal 90,219,127 78.3% Equity 24,506,068 21.3% Local_Grant 210,000 0.2% Local_Grant 325,000 0.3% Subtotal 25,041,068 21.7% TOTAL SOURCES 115,260,195 100.0% USES Amount % of Cost ACQUISITION COSTS 7,252,913 6.3% Land Cost $74.25 psf 6,436,197 5.6% 424,958 0.4% 391,758 0.3% CONSTRUCTION COSTS 83,073,750 72.1% Commercial Building 41,701,971 36.2% District Parking and Elevated Screening $30,013 per 540 stall 16,207,091 14.1% Tenant Improvements: 1. Comm Space $75.00 psf 16,958,025 14.7% 1,927,841 1.7% 709,325 0.6% 1,179,781 1.0% EV Charging Stations 745,849 0.6% 1,133,005 1.0% 280,000 0.2% Artwork 300,000 0.3% Construction Contingency 1,930,862 1.7% 0 0.0% PERMITS/FEES 1,443,691 1.3% 0 0.0% 643,621 0.6% 785,070 0.7% 15,000 0.0% PROFESSIONAL SERVICES 5,046,251 4.4% 20,000 0.0% 20,000 0.0% 100,000 0.1% 100,000 0.1% 100,000 0.1% 3,557,419 3.1% 35,000 0.0% 1,113,832 1.0% FINANCING COSTS 3,729,532 3.2% 548,783 0.5% 2,252,444 2.0% 30,000 0.0% 75,000 0.1% 75,000 0.1% 179,416 0.2% 10,000 0.0% 295,000 0.3% 50,000 0.0% 163,889 0.1% 50,000 0.0% DEVELOPER FEE 4,025,357 3.5% Developer Fee 4,025,357 3.5% CASH ACCOUNTS/ESCROWS/RESERVES 10,688,701 9.3% 6,088,599 5.3% Developer Contingency and Escalation Allowance 4,600,102 4.0% TOTAL USES 115,260,195 100% Working Capital / Operating Reserves Title, Recording & Closing Joint Venture Partnership Mortgage Registration Tax Construction Disbursements Real Estate Taxes During Construction Hedging - Rate Cap Inspections - Lenders Lender Legal Lender Expenses Survey Master Plan and Development Expense Construction & TIF Loan Fees Construction Period Interest Marketing/Leasing Leasing Commissions Environmental / Geotech Civil Legal - Development Legal - Leasing Appraisals Permits/Inspection SAC/WAC Connection Fees Other City Fees Park Dedication Water Table Impacts Plaza Solar Demolition / Environmental Sourcing Fee and Transfer Tax Other - Carrying Cost Sitework, Street Scapes and Utilities Storm Water Management Capital Partner TOD or Other DEED Amount PercentOther Sources Debt Amount Percent Initial TIF Pro Forma 7001 France Avenue - Site B/C EXHIBIT C Sources and Uses 6/3/2022 Commercial Income Rent Per Annual Bldg Sq. Ft.Revenue Sq. Ft Retail $45.00 $1,810,935 40,243 Office $33.00 $6,133,512 185,864 Parking 195 $341,640 146 stalls Gross Revenue $8,286,087 226,107 Vacancy Loss 5.00%($414,304) Expense on Commercial Vacancy (CAM & Taxes)5.00%($185,996) $7,685,787 Expense Management and Other Costs Amt.Per Sq/Ft Non-Reimbursable $11,305 $0.05 Total Expenses $11,305 $0.05 Net Operating Income (NOI)$7,674,481 Available Tax Increment $1,546,335 Net Operating Income (with Assistance)$9,220,816 With Assistance NOI $9,220,816 Total Development Cost 115,260,195 Cash on Cost Annual Return (NTE 8.0%)8.00%6.66% Effective Gross Income EXHIBIT C 7001 France Avenue - Site B/C Initial TIF Pro Forma Operating Pro Forma 115,260,195 $7,674,481 No Assistance D-1 4863-5544-7586\1 Exhibit D Form of Go-Ahead Letter [DEVELOPER LETTERHEAD] [Date] City Manager/City of Edina Executive Director/ Housing and Redevelopment Authority of Edina, MN 4801 West 50th Street Edina, Minnesota 55424 Dear [______]: This letter is submitted pursuant to Section 4.5 of that certain Redevelopment Agreement (Sites B and C) by and among the CITY OF EDINA, MINNESOTA, a Minnesota statutory city (the “City”); the HOUSING AND REDEVELOPMENT AUTHORITY OF EDINA, MINNESOTA, a public body corporate and politic organized and existing under the laws of the State of Minnesota (the “Authority”); and ________________________ (as successor by assignment to MDI FRANCE AVENUE, LLC, a Minnesota limited liability company) (the “Developer”), dated as of _______________, 2022 (the “Redevelopment Agreement”), and is provided as the “Go-Ahead Letter” thereunder. Capitalized terms used in this letter and not defined herein have the meaning given to them in the Redevelopment Agreement. In accordance with Section 4.5 of the Redevelopment Agreement, Developer hereby represents, warrants, and certifies to the City and the Authority that: (i) the debt and equity Financing Commitments have been received by Developer and true and correct copies of the same are attached hereto as Exhibit A; (ii) the organizational chart of Developer attached hereto as Exhibit B includes the identity (including name, city and state of each) of all equity sources with greater than a 10% direct or indirect investment in the Project; (iii) Developer is prepared to close on all financing required for the Minimum Improvements financing and commence construction of the Minimum Improvements, in accordance with the Redevelopment Agreement. Sincerely, ______________________________ By: _________________________________________ Name: _______________________________________ Its: __________________________________________ D-2 4863-5544-7586\1 Exhibit A Financing Commitments (See attached) D-3 4863-5544-7586\1 Exhibit B Organizational Chart of Developer (See attached) E-1 4884-2926-8514\1 Exhibit E Form of Certificate of Completion with Completion Checklist CERTIFICATE OF COMPLETION (7001 France Avenue – Sites B and C) A. ____________________________________ (“Developer”), pursuant to the Redevelopment Agreement by and among the CITY OF EDINA, MINNESOTA, a Minnesota statutory city (the “City”), the HOUSING AND REDEVELOPMENT AUTHORITY OF EDINA, MINNESOTA (the “Authority”) and Developer dated effective as of _______________, 2022 (as the same may be amended or supplemented from time to time, the “Redevelopment Agreement”), which Redevelopment Agreement is evidenced of record by that certain Memorandum of Redevelopment Agreement dated ____________, 2022 and recorded on ________________, 2022 in the office of the Registrar of Titles for Hennepin County, Minnesota as Document No. ____________, has agreed to complete the Minimum Improvements, as defined in and in accordance with the Redevelopment Agreement, on that certain real property (the “Property”) located in Hennepin County, Minnesota, described on the attached Exhibit A. B. As of the date hereof, Developer has completed construction of the Minimum Improvements in accordance with the Redevelopment Agreement. C. The issuance of this Certificate of Completion by the City and the Authority is not intended nor shall it be construed to be a warranty or representation by the City or the Authority as to the structural soundness of the Minimum Improvements, including, but not limited to, the quality of materials, workmanship or the fitness of the Minimum Improvements for their proposed use. NOW THEREFORE, this is to certify that all construction and other physical improvements specified to be done and made by Developer with regard to the Minimum Improvements have been completed, and the provisions of the Redevelopment Agreement imposing obligations on Developer to construct the Minimum Improvements, are hereby satisfied and terminated, and the Registrar of Titles in and for the County of Hennepin, Minnesota is hereby authorized to record this instrument to be a conclusive determination of the satisfactory termination of said provisions of the Redevelopment Agreement. Dated: ______________, 20___ [Remainder of page intentionally left blank; signature pages follow] E-2 [Signature Page to Certificate of Completion] 4884-2926-8514\1 CITY OF EDINA, MINNESOTA By _______________________________________ _____________________, Mayor By _______________________________________ _____________________, City Manager STATE OF MINNESOTA ) )ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this ____ day of _____________, 202___, by ___________ and ___________, the Mayor and City Manager, respectively, of the City of Edina, Minnesota, on behalf of the City of Edina. Notary Public E-3 [Signature Page to Certificate of Completion] 4884-2926-8514\1 HOUSING AND REDEVELOPMENT AUTHORITY OF EDINA, MINNESOTA By _______________________________________ _____________________, Chair By _______________________________________ _____________________, Secretary STATE OF MINNESOTA ) ) ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this ____ day of _____________, 20___, by ___________ and ___________, the Chair and Secretary, respectively, of the Housing and Redevelopment Authority of Edina, Minnesota, on behalf of said Authority. Notary Public THIS DOCUMENT WAS DRAFTED BY: Dorsey & Whitney LLP 50 South Sixth Street, Suite 1500 Minneapolis, MN 55402-1498 E-4 [Exhibit A to Certificate of Completion] 4884-2926-8514\1 Exhibit A Legal Description of the Property Real property in the City of Edina, County of Hennepin, State of Minnesota, described as follows: Lots 1 and 3, Block 1, A M N Addition, Hennepin County, Minnesota. E-5 4884-2926-8514\1 Certificate of Completion Checklist (7001 France Avenue – Sites B and C) This is a summary of the deliverable requirements of the Redevelopment Agreement (7001 France Avenue – Sites B and C) dated _______________, 2022. This sheet is intended to be completed in connection with Developer’s request for a Certificate of Completion and prior to the issuance of the TIF Note. This sheet is provided for convenience and does not modify the terms of the Redevelopment Agreement. PART ONE Description of Required Minimum Improvements Satisfactorily Completed (yes or no) Notes A. B. C. D. E. F. G. H. I. J. K. CONTINUED ON NEXT PAGE PART TWO Description of Required Public Benefits on Sites B and C Satisfactorily Completed (yes or no) Notes A. B. C. D. E. F. CONTINUED ON NEXT PAGE E-6 4884-2926-8514\1 PART THREE Description of Final Costs Incurred and Gap Analysis Confirmed Amounts Notes A. B. C. D. E. F. G. H. I. Principal Amount of Original TIF Note $ Certificate of Completion Checklist – 7001 France Avenue – Sites B and C Prepared by: ________________________________________ ___________________ Signature and Title Date Approved by: ________________________________________ ___________________ Signature, Date Edina City Manager / HRA Executive Director F-1 4862-8929-4625\1 Exhibit F Form of Memorandum of Redevelopment Agreement MEMORANDUM OF REDEVELOPMENT AGREEMENT (7001 France Avenue – Sites B and C) This Memorandum of Redevelopment Agreement (this “Memorandum”) is entered into as of ______________________, 202____, by and among the City of Edina Minnesota, a Minnesota statutory city (the “City”), the Housing and Redevelopment Authority of Edina, Minnesota, a public body corporate and politic organized and existing under the laws of the State of Minnesota (“Authority”), and MDI France Avenue, LLC, a Minnesota limited liability company (“Developer”). RECITALS: A. The City, Authority, and Developer (collectively, the “Parties”) have entered into a certain Redevelopment Agreement dated as of _______________, 2022 (as the same may be amended, modified, and/or supplemented from time to time, the “Redevelopment Agreement”), whereby the parties have agreed to various aspects of the redevelopment of certain real property more particularly described on the attached Exhibit A, together with all improvements, tenements, easements, rights and appurtenances pertaining to such real property, lying and being in Hennepin County, Minnesota (the “Property”). B. The parties wish to give notice of the existence of the Redevelopment Agreement. NOW, THEREFORE, for good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the parties hereto agree as follows: 1. The above recitals are incorporated by reference as if fully set forth herein. 2. Capitalized terms, when not defined herein, shall have the meanings ascribed to them in the Redevelopment Agreement. 3. The Parties have entered into the Redevelopment Agreement to set forth the terms and provisions governing the redevelopment of the Property. 4. This Memorandum has been executed and delivered by the Parties for the purpose of recording and giving notice that a contractual relationship for the redevelopment of the Property has been created between the Parties in accordance with the terms, covenants, and conditions of the Agreement. The Parties intend, declare and covenant, on behalf of themselves and all future owners and operators of the Property, that the Redevelopment Agreement and the covenants and restrictions set forth therein regulating and restricting the use, occupancy and transfer of the Property (a) shall be and are covenants running with the Property, encumbering the Property, binding upon the Parties’ successors in title and all subsequent owners and operators of the Property; (b) are not merely personal covenants of the Parties; and (c) shall bind the Parties and their respective successors and assigns. 5. The terms and conditions of the Agreement are incorporated by reference into this Memorandum as if fully set forth herein. F-2 4862-8929-4625\1 6. This Memorandum may be executed separately in counterparts which, when taken together, shall constitute one and the same instrument. [Remainder of page left blank intentionally; signature pages follow] F-3 [Signature Page to Memorandum of Redevelopment Agreement (7001 France Avenue – Sites B and C)] 4862-8929-4625\1 IN WITNESS WHEREOF, the Parties have executed this Memorandum as of the date first written above. CITY OF EDINA, MINNESOTA By: __________________________________ James B. Hovland, Mayor By: __________________________________ Scott H. Neal, City Manager STATE OF MINNESOTA ) ) ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this ____ day of _____________, 2022, by James B. Hovland and Scott H. Neal, the Mayor and City Manager, respectively, of the City of Edina, Minnesota, on behalf of the City of Edina. ____________________________________________ Notary Public F-4 [Signature Page to Memorandum of Redevelopment Agreement (7001 France Avenue – Sites B and C)] 4862-8929-4625\1 HOUSING AND REDEVELOPMENT AUTHORITY OF EDINA, MINNESOTA By: ______________________________ James B. Hovland, Chair By: ______________________________ James Pierce, Secretary STATE OF MINNESOTA ) ) ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this ____ day of _______________, 2022, by James B. Hovland and James Pierce, the Chair and Secretary, respectively, of the Housing and Redevelopment Authority of Edina, Minnesota, on behalf of said Authority. ____________________________________________ Notary Public F-5 [Signature Page to Memorandum of Redevelopment Agreement (7001 France Avenue – Sites B and C)] 4862-8929-4625\1 MDI France Avenue, LLC, a Minnesota limited liability company By: _________________________________________ Name: _______________________________________ Its: __________________________________________ STATE OF _______________ ) ) ss. COUNTY OF _____________ ) The foregoing instrument was acknowledged before me this ___ day of ________________, 2022, by _______________, the _______________ of MDI France Avenue, LLC, a Minnesota limited liability company, on behalf of the company. ____________________________________________ Notary Public THIS DOCUMENT WAS DRAFTED BY: Dorsey & Whitney LLP 50 South Sixth Street Suite 1500 Minneapolis, MN 55402-1498 F-6 [Exhibit A to Memorandum of Redevelopment Agreement (7001 France Avenue – Sites B and C)] 4862-8929-4625\1 Exhibit A Legal Description Real property in the City of Edina, County of Hennepin, State of Minnesota, described as follows: Lots 1 and 3, Block 1, A M N Addition, Hennepin County, Minnesota. G-1 4888-3464-7073\1 Exhibit G Form of TIF Note LIMITED REVENUE TAXABLE TAX INCREMENT NOTE (7001 France Avenue – Sites B and C) No. R-_____ $[17,000,000.00] UNITED STATES OF AMERICA STATE OF MINNESOTA CITY OF EDINA HOUSING AND REDEVELOPMENT AUTHORITY OF EDINA, MINNESOTA LIMITED REVENUE TAXABLE TAX INCREMENT NOTE The HOUSING AND REDEVELOPMENT AUTHORITY OF EDINA, MINNESOTA (the “Authority”) acknowledges itself to be indebted and, for value received, promises to pay to the order of _________________________________ (“Developer”), solely from the source, to the extent and in the manner hereinafter provided, up to the principal amount of this Limited Revenue Taxable Tax Increment Note (this “Note”) as provided herein, together with simple interest thereon accrued on the unpaid principal balance hereof from the date hereof, at the rate of interest of [________________] percent ([____]%) per annum, on the Payment Dates (as hereinafter defined). This Note is executed and delivered in accordance with the terms and conditions of that certain Redevelopment Agreement dated as of _______________, 2022, by and among the City of Edina, Minnesota (the “City”), the Authority and Developer (as successor to MDI FRANCE AVENUE, LLC, a Minnesota limited liability company) (as the same may be amended, modified, and/or supplemented from time to time, the “Redevelopment Agreement”), and is subject to the terms, conditions, and limitations on payment set forth therein, including, without limitation, the provisions of Section 3.4 (TIF Assistance and Potential Adjustment) of the Redevelopment Agreement. Capitalized terms used herein and not otherwise defined herein shall have the meaning given to them in the Redevelopment Agreement. Each payment on this Note is payable in any coin or currency of the United States of America which on the date of such payment is legal tender for public and private debts and shall be made by check or draft made payable to Developer and mailed to Developer at its postal address within the United States which shall be designated from time to time by Developer. This Note is a special and limited obligation and not a general obligation of the Authority, which has been issued by the Authority pursuant to, and in full conformity with, the Constitution and the laws of the State of Minnesota, including Minnesota Statutes, Sections 469.174 through 469.1794 (the “TIF Act”), and the terms and conditions of the Redevelopment Agreement and a resolution of the Board of the Authority, to aid in financing a “project” (as defined in Minnesota Statutes, Section 469.174, subdivision 8) of the Authority within the 70th and France Tax Increment Financing District established by the Authority pursuant to Resolution No. 2022-05 (the “TIF District”). G-2 4888-3464-7073\1 Subject to the terms of the Redevelopment Agreement, principal of and interest on this Note shall be payable solely from and in the amount of Available Tax Increments (as hereinafter defined) on each February 1 and August 1 commencing on the later of August 1, 2026 or the first February 1 or August 1 immediately following the date hereof (the “Payment Dates”). On each Payment Date, the Authority shall apply Available Tax Increments to the payment of principal of and interest on this Note. To the extent that the Authority is unable to pay the total principal and interest due on this Note at or prior to February 1, 2041 (the “Maturity Date”) as a result of its having received as of such date insufficient Available Tax Increments, such failure shall not constitute a default under this Note and the Authority shall have no further obligation to pay unpaid balance of principal or accrued interest that may remain after such Maturity Date. All payments made by the Authority on this Note shall be applied first to accrued interest and then to the principal amount of this Note. If Available Tax Increment is insufficient to pay any accrued interest due, such unpaid interest shall be carried forward without interest. Interest shall be computed on the basis of a year of 360 days and charged for actual days principal is unpaid. “Available Tax Increments” means up to 90% of the tax increments derived from the property within the TIF District which have been actually received and retained by the Authority from the County of Hennepin, Minnesota, pursuant to the TIF Act, for the six months before each Payment Date, subject, however, to any applicable Parity Allocation of any such Available Tax Increments with payments under the Site A TIF Note pursuant to the terms and conditions of the Redevelopment Agreement. EXCEPT AS TO THE OBLIGATION TO MAKE PAYMENTS FROM THE AVAILABLE TAX INCREMENTS, THIS NOTE IS NOT A DEBT OF THE AUTHORITY, THE CITY, OR THE STATE OF MINNESOTA (THE “STATE”), AND NEITHER THE AUTHORITY, THE CITY, THE STATE NOR ANY POLITICAL SUBDIVISION THEREOF SHALL BE LIABLE ON THIS NOTE, NOR SHALL THIS NOTE BE PAYABLE OUT OF ANY FUNDS OR PROPERTIES OTHER THAN AVAILABLE TAX INCREMENTS. Upon an Event of Default by Developer under the Redevelopment Agreement, the Authority may exercise the remedies with respect to this Note described in the Redevelopment Agreement, the terms of which are incorporated herein by reference, including, without limitation, the suspension or termination of the Authority’s obligation to make any payments under this Note. For avoidance of doubt, the terms of Redevelopment Agreement incorporated herein by the foregoing reference, shall, for purposes of this Note, survive any termination of the Redevelopment Agreement occurring after the issuance of this Note. The principal sum and all accrued interest payable under this Note is prepayable in whole or in part at any time by the Authority without premium or penalty. No partial prepayment shall affect the amount or timing of any other regular payment otherwise required to be made under this Note. Developer shall never have or be deemed to have the right to compel any exercise of any taxing power of the Authority or the City or any other public body, and neither the Authority nor the City nor any director, commissioner, council member, board member, officer, employee or agent of the Authority or the City, nor any person executing or registering this Note shall be liable personally hereon by reason of the issuance or registration hereof or otherwise. THE AUTHORITY MAKES NO REPRESENTATION, COVENANT, OR WARRANTY, EXPRESS OR IMPLIED, THAT THE AVAILABLE TAX INCREMENTS WILL BE SUFFICIENT TO PAY, IN WHOLE OR IN PART, THE PRINCIPAL OF AND INTEREST ON THIS NOTE. NO HOLDER G-3 4888-3464-7073\1 OF THIS NOTE SHALL HAVE RIGHTS AGAINST THE AUTHORITY EXCEPT FOR DISTRIBUTION OF AVAILABLE TAX INCREMENTS. Except as otherwise provided in the Redevelopment Agreement, this Note shall not be assignable or transferable without the prior written consent of the Authority. Any assignee or transferee must execute and deliver to the Authority a certificate, in form and substance reasonably satisfactory to the Authority, pursuant to which, among other things, such assignee or transferee acknowledges and represents: (i) the limited nature of the Authority’s payment obligations under this Note, (ii) that this Note is being acquired for investment for such assignee’s or transferee’s own account, not as a nominee or agent, and not with a view to the resale or distribution of any part thereof, (iii) that the assignee or transferee has no present intention of selling, granting any participation in, or otherwise distributing the same, (iv) that the assignee or transferee is an “accredited investor” within the meaning of Rule 501 of the Regulation D under the Securities Act of 1933, as amended, (v) that the assignee or transferee, either alone or with such assignee’s or transferee’s representatives, has knowledge and experience in financial and business matters and is capable of evaluating the merits and risks of the prospective investment in this Note and the assignee or transferee is able to bear the economic consequences thereof, (vi) that in making its decision to acquire this Note, the assignee or transferee has relied upon independent investigations made by the assignee or transferee and, to the extent believed by such assignee or transferee to be appropriate, the assignee’s or transferee’s representatives, including its own professional, tax and other advisors, and has not relied upon any representation or warranty from the Authority, or any of its officers, employees, agents, affiliates or representatives, with respect to the value of this Note, (vii) that the Authority has not made any warranty, acknowledgment or covenant, in writing or otherwise, to the assignee or transferee regarding the tax consequences, if any, of the acquisition and investment in this Note, (viii) that the assignee or transferee or its representatives have been given a full opportunity to examine all documents and to ask questions of, and to receive answers from, the Authority and its representatives concerning the terms of this Note and such other information as the assignee or transferee desires in order to evaluate the acquisition of and investment in this Note, and all such questions have been answered to the full satisfaction of the assignee or transferee, (ix) that the assignee or transferee has evaluated the merits and risks of investment in this Note and has determined that this Note is a suitable investment for the assignee or transferee in light of such party’s overall financial condition and prospects, (x) that this Note will be characterized as “restricted securities” under the federal securities laws because this Note is being acquired in a transaction not involving a public offering and that under such laws and applicable regulations such securities may not be resold without registration under the Securities Act of 1933, as amended, except in certain limited circumstances, and (xi) that no market for this Note exists and no market for this Note is intended to be developed. This Note is issued pursuant to the Redevelopment Agreement and resolutions of the Board of the Authority and is entitled to the benefits thereof, which Redevelopment Agreement and resolutions are incorporated herein by reference. IT IS HEREBY CERTIFIED AND RECITED that all acts, conditions, and things required by the Constitution and laws of the State of Minnesota to be done, to have happened, and to be performed precedent to and in the issuance of this Note have been done, have happened, and have been performed in regular and due form, time, and manner as required by law; and that this Note, together with all other indebtedness of the Authority or the City outstanding on the date hereof and on the date of its actual issuance and delivery, does not cause the indebtedness of the Authority or the City to exceed any constitutional or statutory limitation thereon. [Remainder of this page intentionally left blank; signatures on following page] G-4 4888-3464-7073\1 IN WITNESS WHEREOF, the Board of the Housing and Redevelopment Authority of Edina, Minnesota, has caused this Note to be executed by the manual signatures of the Chair and the Secretary of the Authority, and has caused this Note to be dated as of the date of original issue specified above. Chair Secretary 2025 2026 2027 2028 2029 2030 2031 2032 SALE ANALYSIS END OF YEAR Year 3 Year 4 Year 5 Year 6 Year 7 Year 8 Year 9 Year 10 Net Operating Income End of Year 6,467,611 7,685,787 7,685,787 7,839,502 7,839,502 7,839,502 7,839,502 7,839,502 Divided By Cap Rate 6.25%6.25%6.25%6.25%6.25%6.25%6.25%6.25% Gross Sale Price 103,481,779 122,972,585 122,972,585 125,432,037 125,432,037 125,432,037 125,432,037 125,432,037 Minus Debt A: First Mortgage 70,797,620 69,310,351 67,762,487 66,151,562 64,475,004 62,730,142 60,914,190 59,024,254 Minus Debt B: Other Loan 12,845,916 11,969,020 11,060,936 10,120,555 9,146,727 8,138,262 7,093,930 6,012,454 Net Sale Amount 19,838,244 41,693,214 44,149,161 49,159,920 51,810,306 54,563,633 57,423,916 60,395,328 Sales Expense 1.50%(1,552,227)(1,844,589)(1,844,589)(1,881,481)(1,881,481)(1,881,481)(1,881,481)(1,881,481) SALES PROCEEDS 18,286,017 39,848,625 42,304,573 47,278,440 49,928,825 52,682,152 55,542,436 58,513,848 2025 2026 2027 2028 2029 2030 2031 2032 Year 3 Year 4 Year 5 Year 6 Year 7 Year 8 Year 9 Year 10 Sales Cash Cash Cash Cash Cash Cash Cash Cash Year Proceeds Flow Flow Flow Flow Flow Flow Flow Flow Initial Investment (24,506,068)(24,506,068)(24,506,068)(24,506,068)(24,506,068)(24,506,068)(24,506,068)(24,506,068) 2023 0 0 0 0 0 0 0 0 2024 0 0 0 0 0 0 0 0 2025 18,286,017 20,695,334 2,409,317 2,409,317 2,409,317 2,409,317 2,409,317 2,409,317 2,409,317 2026 39,848,625 0 43,476,118 3,627,493 3,627,493 3,627,493 3,627,493 3,627,493 3,627,493 2027 42,304,573 0 0 45,932,065 3,627,493 3,627,493 3,627,493 3,627,493 3,627,493 2028 47,278,440 0 0 0 51,059,648 3,781,208 3,781,208 3,781,208 3,781,208 2029 49,928,825 0 0 0 0 53,710,034 3,781,208 3,781,208 3,781,208 2030 52,682,152 0 0 0 0 0 56,463,361 3,781,208 3,781,208 2031 55,542,436 0 0 0 0 0 0 59,323,644 3,781,208 2032 58,513,848 0 0 0 0 0 0 0 62,295,056 2033 64,071,734 0 0 0 0 0 0 0 0 Total (3,810,734)21,379,368 27,462,808 36,217,883 42,649,477 49,184,013 55,825,505 62,578,125 INTERNAL RATE OF RETURN -5.48%17.24%16.88%17.42%16.97%16.59%16.25%15.96% Section 3.4(d) Excess Return IRR 22.00%22.00%19.00%19.00%19.00%16.00%16.00%16.00% PROJECT RETURN EXCEEDED?No No No No No Yes Yes No A) SITE B EXCESS RETURN 0 0 0 0 0 2,887,161 1,561,444 0 B) Remaining TIF Note Balance:$17,000,000 $16,167,412 $15,299,063 $14,393,416 $13,448,871 $12,463,757 $11,436,330 $10,364,773 C) Adjusted TIF Note Balance (B less A):$17,000,000 $16,167,412 $15,299,063 $14,393,416 $13,448,871 $9,576,596 $9,874,885 $10,364,773 D) Remaining Excess Return (A less B):$0 $0 $0 $0 $0 $0 $0 $0 E) 50% of Remaining Site B/C Excess Return:$0 $0 $0 $0 $0 $0 $0 $0 F) Cumulative TIF Note P&I Payments:$0 $1,546,335 $3,092,670 $4,639,005 $6,185,340 $7,731,675 $9,278,010 $10,824,345 Site B/C TIF Adjustment (Lesser E or F):$0 $0 $0 $0 $0 $0 $0 $0 Notes: Cap Rate:6.25%Stabilized TIF Note:$17,000,000 Sales Expense:1.50%TIF Note Rate:4.25% Development Cost:$115,260,195 Initial Annual TIF P&I:$1,546,335 Equity Investment $24,506,068 Initial First Mortgage $74,919,127 Additional Debt:$15,300,000 IRR ANALYSIS END OF YEAR Analaysis of Internal Rate of Return (IRR) of the Initial TIF Proforma project cashflows and potential sales through year 10. Sales proceeds assume onetime sale of the Minimum Improvements using valuation based on Initial TIF Proforma Net Operating Income. Annual cash flows include Net Operating Income less annual debt service and reserve allowance. Hypothetical sales are provided solely for purposes of providing an example of the Sale Lookback and Site B/C Excess Return provisions. Assumptions: EXHIBIT H - Sample IRR Calculations and Site B/C TIF Adjustment Calculations 7001 France Avenue - Site B/C City of Edina Sales and Cashflow Analysis for Sample IRR Calculation I-1 4874-4194-6660\2 Exhibit I Form of Parking Easement Agreement PARKING EASEMENT AGREEMENT (7001 France Avenue – Sites B and C) THIS PARKING EASEMENT AGREEMENT (this “Agreement”) is made and entered into this ___ day of ____________, 202___ (“Effective Date”), by and between the City of Edina, Minnesota, a Minnesota statutory city (the “City”), and [to be the current owner(s) of the Property and Easement Premises] (“Owner”). RECITALS: A. The Housing and Redevelopment Authority of Edina, Minnesota, a public body corporate and politic organized and existing under the laws of the State of Minnesota (the “Authority”), the City, and Owner, as “Developer”, are parties to that certain Redevelopment Agreement (7001 France Avenue – Sites B & C) dated June 30, 2022 (the “Redevelopment Agreement”). B. The Redevelopment Agreement provides for the redevelopment by Owner of certain real property located at 7001 France Avenue, as legally described on the attached Exhibit A (the “Property”) and other property adjoining the Property, collectively, referred to herein and in the Redevelopment Agreement as the “Project Area”. C. The Property is located within the 70th and France Tax Incremental Financing District, established by the Authority pursuant to Resolution No. 2022-05, in coordination with the Authority and with the cooperation and assistance of the City. D. The Redevelopment Agreement provides for the expenditure of certain public funds to assist in the redevelopment of the Property and Site B of the Project Area with certain “Minimum Improvements” consisting generally of: (i) a commercial element containing seven (7) stories and approximately 242,000 rentable square feet of office/retail space, and one (1) level of underground parking that is exclusively for the use of building tenants (the “Commercial Element”); (ii) an approximately 7,500 square foot ground-level, outdoor public space and amenity area generally located in the southeast corner of Site B and an approximately 10,000 square foot ground-level, outdoor public space and amenity area generally located along France Avenue on Site B, each to be designed and constructed by Developer in accordance with the City Approvals (collectively, the “Public Plaza”); and (iii) an 8-level, approximately 170,357 gross square feet district parking facility with approximately 540 parking stalls (including public parking stalls described herein) (collectively, the “District Parking Facility”), and including, without limitation, an approximately 1,300 square foot bike storage and a bike repair facility on the street level of the District Parking Facility (the “Bike Facility”) I-2 4874-4194-6660\2 E. The City and Owner have agreed in the Redevelopment Agreement that Owner shall grant an easement to the City pursuant to which the District Parking Facility will be open and accessible to the general public for parking purposes pursuant to the terms and conditions of this Agreement. F. Owner has agreed to own, operate, manage, and maintain the District Parking Facility pursuant and subject to the terms and conditions of the Redevelopment Agreement and this Agreement. G. The City and Owner deem it to be in their interests and in furtherance of the economic development and redevelopment plan for the Property reflected in the Redevelopment Agreement to enter into this Agreement. NOW, THEREFORE, in consideration of the premises and the mutual obligations of the parties hereto, each of them does hereby covenant and agree with the others as follows: ARTICLE I RECITALS; EXHIBITS, DEFINITIONS 1.1 Recitals. The foregoing Recitals are true and correct statements of fact and are incorporated into this Amendment by this reference, including the definitions set forth therein. 1.2 Exhibits. All Exhibits referred to in and attached to this Agreement upon execution are incorporated in and form a part of this Agreement as if fully set forth herein. 1.3 Definitions. Unless otherwise defined herein or unless context requires otherwise, undefined terms used herein shall have the meanings set forth in the Redevelopment Agreement. All defined terms may be used in the singular or the plural, as the context requires. ARTICLE II GRANT OF EASEMENTS 2.1 Grant of Parking Easement. Subject to the terms and conditions of this Agreement, the Owner hereby grants and conveys to the City, for the benefit of the City and the general public: (a) a non-exclusive, perpetual public easement over, across, upon and through all vehicular parking areas located in the District Parking Facility (the “Parking Premises”), for the purpose of the general public utilizing the Parking Premises for vehicular parking and utilizing all ancillary amenities, components, and fixtures located thereon and therein for the users of the District Parking Facility in general, including, without limitation, the Bike Facility, all as required by, or reasonably inferable from, the City Approvals and/or the Redevelopment Agreement (e.g., bike racks, bike repair facilities and equipment, EV charging stations), all in accordance with and subject to the terms and conditions of this Agreement; and (b) a non-exclusive, perpetual public easement over, across, upon and through all means of pedestrian and vehicular access to and from public rights of way, streets, alleys, public spaces, and easements appurtenant and/or used in connection with the Parking Premises located on the Property and adjoining or contiguous to the Parking Premises (collectively, the “Access Premises”, and together with the Parking Premises, collectively the “Easement Premises”), all in accordance with and subject to the terms and conditions of this Agreement. I-3 4874-4194-6660\2 The Parking Premises, Bike Facility, and the Access Premises are all legally described and/or depicted on the attached Exhibit B. 2.2 Locations and Hours for Public Use. The Parking Premises will be open and available to the public for utilizing the Parking Premises for vehicular parking and as otherwise provided herein as follows: (a) At least 43 parking stalls on the street level of the District Parking Facility in the area generally depicted on Exhibit B shall be available for public use as provided herein 24 hours a day, seven days a week, 365 days a year (collectively, the “Dedicated Public Stalls”). (b) The remainder of the parking stalls in the District Parking Facility, consisting of approximately 497 stalls located on the upper levels of the District Parking Facility (collectively, the “Limited Public Stalls”), shall only be available for public use as provided herein as follows: (i) on Mondays through Fridays (other than holidays) from 4:00 PM to 7:00 AM and (ii) 24 hours a day on Saturdays, Sundays, and holidays (collectively “Off Hours”). As used herein, the term “holiday” means any state or federal holiday for which financial institutions or post offices are generally closed in the state where the Property is located. At all times other than Off Hours (collectively, “Business Hours”), Owner may reserve the Limited Public Stalls for the exclusive use by the commercial tenants and other commercial occupants of the Commercial Element and their respective employees, agents, and contractors (collectively. “Site B Commercial Users”). (c) The Bike Facility shall be available for public use as provided herein 24 hours a day, seven days a week, 365 days a year in the area. 2.3 Future Increases to Dedicated Public Parking. Representatives of the Owner and the City shall, from time-to-time, and not less frequently then every 10 years, and upon any termination or expiration of any material commercial lease for space in the Commercial Element on Site B, meet and confer to evaluate the current use of, and reasonably anticipated future demand for, the Limited Public Stalls by the Site B Commercial Users. If, and to the extent, the then-current amount of Limited Public Stalls and/or Business Hours reasonably required to be dedicated to Site B Commercial Users has decreased and is reasonably anticipated to be similarly decreased in the future (e.g., due to changing office/hybrid office working patterns, transportation use patterns, and/or legal requirements for parking capacity), then the Owner and the City shall engage in good faith discussions and negotiations regarding amending this Agreement to increase the number of Dedicated Public Stalls and/or Off Hours and reduce the number of Limited Public Stalls and/or Business Hours to the extent such then-current Limited Public Stalls and/or Business Hours are no longer reasonably necessary for dedicated use by the Site B Commercial Users. ARTICLE III TERM 3.1 Term. The easements granted hereby, and each reservation, covenant, condition and restriction contained in this Agreement, shall be effective as of the date hereof, shall be perpetual, and shall remain in effect until affirmatively released by the City. Such release shall be evidenced by the recording I-4 4874-4194-6660\2 of a release or termination of this Agreement in the real estate records of Hennepin County, Minnesota, at which time this Agreement shall terminate. ARTICLE IV USE OF EASEMENT PREMISES 4.1 Operation and Control of Easement Premises. During the term of this Agreement, Owner shall operate the Easement Premises in accordance with this Agreement and all applicable governmental laws, ordinances, regulations and orders, at Owner’s sole cost and expense. Subject to the terms of this Agreement, Owner has full authority and control over the management, operation, and use of the Easement Premises; provided, however, notwithstanding anything herein to the contrary, (a) the use of the Dedicated Public Stalls, the Limited Public Stalls during Off Hours, and the Bike Facility, in each case, pursuant to this Agreement and (b) any use of the Limited Public Stalls for vehicular parking purposes made available to the City and/or the general public during Business Hours, shall, in each case, be free of any charge and Owner shall not charge any fee for the use of the same by the City and/or members of the general public. 4.2 Signage. Owner shall install and maintain the following signage: (a) A prominent, permanent “Public Parking” sign at or near each vehicular entrance to the District Parking Facility areas; (b) Prominent, permanent “Public Parking” wayfinding signage at strategic locations on the Project Site which indicates the presence of and direction to the District Parking Facility; (c) Prominent, permanent signage clearly delineating the Dedicated Public Stalls; (d) a car counting system and a readily visible electronic display at each of the vehicular entrances of the District Parking Facility to measure and communicate real-time usage and capacity levels in the District Parking Facility; and (e) A permanent placard (to be no smaller than approximately 8 1/2 by 11 inches) in the pedestrian access entrance/exit lobby(ies) or foyer(s) of the District Parking Facility which states that the public parking provided hereunder in the District Parking Facility is provided in partnership with the City and the Authority. The final design and wording of each element of the foregoing signage shall be subject to the City Manager’s prior written approval, not to be unreasonably, or delayed. 4.3 Waste, Nuisance, Damage, Disfigurement or Injury to Easement Premises. Neither the City nor Owner shall knowingly or willfully commit or suffer to be committed any waste or damage in or upon the Easement Premises, or any disfigurement or injury to any improvements hereafter erected or located upon the Easement Premises, or any part thereof, or the fixtures and/or equipment thereof. Neither the City nor Owner, in its use and occupancy of the Easement Premises, shall knowingly and willfully commit or suffer to be committed any act or thing which constitutes a nuisance. Usual and normal wear and tear, damage by the elements, unavoidable casualty or depreciation and diminution over time shall not be considered “waste,” “nuisance,” “damage, “disfigurement,” or “injury.” 4.4 Owner’s Reservation of Certain Rights. The City’s easement rights under this Agreement shall be subject to the following reservations, as well as the other applicable provisions contained in this Agreement: I-5 4874-4194-6660\2 (a) Owner reserves the right to close-off any portion of the Easement Premises for such reasonable period of time as may be legally necessary, in the opinion of Owner’s counsel, to prevent the acquisition of prescriptive rights by anyone; provided, however, that prior to closing- off any portion of the Easement Premises, Owner shall give as much written notice as reasonably practicable of its intention to do so. (b) Owner reserves the right at any time and from time to time to exclude and restrain any private party from access to the Easement Premises for cause and on a non-discriminatory basis. (c) Owner reserves the right to temporarily erect or place barriers in and around areas on the Easement Premises which are being constructed and/or repaired in order to ensure either safety of persons or protection of property. (d) Owner reserves the right to adopt and enforce reasonable rules and regulations for the safe, efficient, and orderly use and operation of the Easement Premises, so long as such rules and regulations are applied on a non-discriminatory basis, do not adversely impact the City’s or the public’s rights to use of the Easement Premises as set forth in this Agreement, and are approved by the City Manager or its designee. ARTICLE V MAINTENANCE OF THE EASEMENT PREMISES 5.1 Maintenance. At all times during the term hereof, Owner, at its cost and expense, shall keep and maintain the Easement Premises and the other Minimum Improvements in good condition and repair in a first-class manner, similar to that of other structured parking facilities located within other first-class, multi-use projects in the Minneapolis-Saint Paul metropolitan area, which such maintenance shall include, without limitation, the following: (a) all repairs, replacements, renewals, alterations, additions and betterments thereto, interior and exterior, structural and non-structural, ordinary and extraordinary, and foreseen and unforeseen, all as may be necessary to keep the Easement Premises and the other Minimum Improvements in the condition and repair required by this Agreement, and which are consistent with the requirements of the City Approvals and the Redevelopment Agreement, and which do not adversely impact the City’s or the public’s rights to use of the Easement Premises as set forth in this Agreement, which such requirements include, without limitation, (i) maintaining compliances with “Parksmart” bronze certification or greater, as prepared by Green Business Certification Inc. (GBCI) (or equivalent as determined by the City in accordance with the City Approvals); (ii) maintaining electric vehicle (EV) chargers for at least five percent (5%) of the Dedicated Parking Stalls and at least five percent (5%) of the Limited Public Stalls; (iii) causing a minimum of an additional ten percent (10%) of the Dedicated Parking Stalls and an additional ten percent (10%) of the Limited Public Stalls to be constructed with conduits in place for the installation of additional EV chargers at these stalls in the future. I-6 4874-4194-6660\2 (iv) maintaining the security cameras, security phones, panic buttons, and other public safety features approved by and required by the City in accordance with the Redevelopment Agreement and the City Approvals; (v) maintaining the interior of the stairwell and elevator lobby serving the upper levels of the District Parking Facility with such finishes and enhancement as set forth in and required by the City Approvals; (b) maintaining all drive and parking surfaces in a smooth and evenly-covered condition, which maintenance work shall include cleaning, sweeping, restriping, repairing and resurfacing the same; (c) maintaining in good working order (including cleaning and painting as necessary), repairing, and replacing as necessary the Access Premises; (d) maintaining in good working order, repairing, and replacing as necessary all ventilation and mechanical systems; (e) maintaining in good working order, repairing, and replacing as necessary any automated parking system; (f) maintaining in good working order, repairing, and replacing as necessary all domestic water, sewer, storm water, gas, electricity, power, heat, telephone, other communications service, commercially reasonable security and life safety systems, and any and all other utility or similar services used, rendered, or supplied, upon, at, from, or in connection with the Easement Premises; (g) periodic sweeping out and removal of all papers, debris, filth, refuse, ice and snow, provided all sweeping shall be at appropriate intervals during such times as shall not unreasonably interfere with the use of the Easement Premises; (h) placing, keeping in repair, replacing and repainting any appropriate directional signs or markers, within or associated with the Easement Premises; (i) operating, keeping in repair, cleaning and replacing when necessary such Easement Premises lighting facilities as may be reasonably required, including without limitation all lighting necessary or appropriate for security of the Easement Premises; 5.2 No Obligation of the City to Repair or Maintain. The City shall have no obligation of any kind, expressed or implied, to repair, rebuild, restore, reconstruct, modify, alter, replace, or maintain the Easement Premises or any part thereof, except to the extent that the Owner demonstrates that any damage to the Easement Premises was directly caused by the gross negligence or willful misconduct of the City, its employees, or agents. ARTICLE VI UTILITIES 6.1 Utility Charges. During the term of this Agreement, Owner shall pay, or cause to be paid, when the same become due, all charges for water, sewer usage, storm water, gas, electricity, power, heat, I-7 4874-4194-6660\2 telephone, or other communications service and any and all other utility or similar services used, rendered, supplied, or consumed in, upon, at, from, or in connection with the Easement Premises, or any part thereof. ARTICLE VII TAXES AND ASSESSMENTS 7.1 Payment of Taxes and Assessments. Owner shall pay, or cause to be paid, before becoming delinquent, all real estate taxes, charges, assessments, and levies, assessed and levied by any governmental taxing authority during the term of this Agreement against the Easement Premises and the other Minimum Improvements. Subject to the terms of the Redevelopment Agreement, Owner shall have the right and option, at any time but solely at Owner’s expense, to pay any real estate taxes or assessments in installments or under protest or in a similar manner, or to contest the levy or amount of the same in appropriate legal or administrative proceedings. ARTICLE VIII INDEMNIFICATION, INSURANCE 8.1 Indemnification of the City. Except to the extent caused by the willful misconduct or gross negligence of the City, its employees or agents, or the general public, or arising out of the default by the City and its officers, employees or agents, of obligations made pursuant to a contract with Owner, including this Agreement, Owner hereby covenants and agrees to indemnify and save harmless the City and its employees and agents from and against any and all claims, demands, actions, damages, costs, expenses, reasonable attorneys’ fees, and liability in connection with the loss of life, personal injury and/or damage to property, to the extent arising from or out of the design or initial construction, maintenance and operation of the Easement Premises, or in connection with the use or occupancy of the Easement Premises, or any part thereof, by Owner, or to the extent arising out of the breach of Owner’s obligations hereunder. 8.2 Property Insurance. At all times during the term hereof, Owner, at its sole cost and expense, shall keep the Easement Premises and the other Minimum Improvements, and all alterations, extensions, and improvements thereto and replacements thereof, insured, in the amount of the full replacement cost thereof and with such deductibles as Owner deems appropriate, against loss or damage by fire and against those casualties covered by extended coverage insurance and against vandalism and malicious mischief and against such other risks, of a similar or dissimilar nature, as are customarily covered with respect to improvements similar in construction, general location, use, and occupancy to such improvements. 8.3 Personal Property. All property of every kind and character which Owner may keep or store in, at, upon, or about the Easement Premises shall be kept and stored at the sole risk, cost, and expense of Owner. 8.4 Liability Insurance. During the term of this Agreement, Owner shall procure and maintain continuously in effect (or shall cause the same to occur), the following policies of insurance of the kind and minimum amounts as are customarily maintained with respect to facilities and improvements similar to those located on the Easement Premises, at commercially reasonable coverage levels, to be reviewed from time to time by Owner: (a) insurance against liability (including passenger elevator liability) for injuries to or death of any person or damage to or loss of property arising out of or in any way relating to the use, occupancy, or condition of the Easement Premises, or any part thereof, including insuring the I-8 4874-4194-6660\2 indemnification obligations set forth in Section 8.1 above, which such insurance shall provide that the City is an additional insured; (b) garage keepers’ liability insurance including coverage for: (i) Fire and explosion; (ii) Theft (of entire vehicle); and (iii) Riot, civil commotion, malicious mischief, and vandalism. 8.5 General Insurance Requirement. All insurance required in this Agreement shall be placed with financially sound and reputable insurers licensed to transact business in the State of Minnesota. Owner shall promptly following the City’s request therefor, furnish the City with copies of policies evidencing all such insurance or a certificate or certificates of the respective insurers stating that such insurance is in force and effect. Each policy of insurance herein required shall contain a provision that the insurer shall not cancel it without giving written notice to the City at least 10 days before the cancellation becomes effective. The insurance coverage herein required may be provided by a blanket insurance policy or policies. 8.6 No Obligation of the City for Insurance. At no time and under no circumstances shall the City be required to take out, maintain in force and effect, or pay for any type of insurance coverage with reference to the protection of and/or ownership of and/or occupancy of and/or a suit relating to the Easement Premises and/or any improvements hereafter located thereon. ARTICLE IX ASSIGNMENT 9.1 Assignment by the City. During the term of this Agreement, the City may not assign or transfer its interest under this Agreement without the prior written consent of Owner. 9.2 Assignment by Owner. Owner may assign or otherwise transfer its interest under this Agreement in connection with any sale or transfer of the Minimum Improvements subject to the terms and conditions of the Redevelopment Agreement. The City shall recognize and approve any successors or assigns of Owner. ARTICLE X CASUALTY 10.1 Destruction. In the event that all or any part of the Easement Premises and/or other portions of the Minimum Improvements are destroyed by fire or other casualty, Owner shall promptly rebuild, reconstruct and/or restore the same to the extent insurance proceeds are available or, in the event insurance proceeds are not sufficient to reconstruct and/or restore the same, to the extent insurance proceeds combined with any contributions by Owner toward reconstruction are available. ARTICLE XI EMINENT DOMAIN I-9 4874-4194-6660\2 11.1 Major Condemnation. If all of the Easement Premises is taken, acquired, or condemned by eminent domain for any public or quasi-public use or purpose, this Agreement shall terminate as of the date of vesting of title in the condemning authority. Each party shall make its own claim in the condemnation proceeding based upon the value of its respective interest in the Easement Premises. ARTICLE XII DEFAULT AND REMEDIES 12.1 Default By Owner. If Owner fails to perform any of its obligations under this Agreement, and fails to cure such default after 30 days’ written notice of such failure or, if such failure cannot reasonably be cured within such 30 days, fails to commence curative action and thereafter diligently complete the same within a reasonable period of time, not to exceed an additional 90 days, then, in such case, the City may pursue all available remedies at law and in equity, and the City may, but shall not be obligated to, cure such failure on behalf of Owner and Owner shall pay to the City all sums due and owing on account thereof. The City shall submit a statement to Owner evidencing the costs incurred to cure such failure. If Owner has failed to make payment in accordance with the statement within 60 days after receipt thereof, the City shall have the right to assess the costs incurred by the City to all or any portion of the Property as a service charge pursuant to Minnesota Statutes, Section 429.101, or any successor statute. 12.2 Copy of Notice of Default to Mortgagee. If the City delivers any notice or demand to Owner with respect to any default under this Agreement, the City will endeavor to also deliver a copy of such notice or demand to the mortgagee of any mortgage encumbering the Property at the address of such mortgagee provided to the City in a written notice from Owner or the mortgagee, provided that failure of the City to give any such notice shall not limit the City’s ability to exercise any of its remedies hereunder. ARTICLE XIII MISCELLANEOUS 13.1 Notices. Except as otherwise expressly provided in this Agreement, a notice, demand or other communication under this Agreement by any party to any other shall be sufficiently given or delivered if it is (a) dispatched by registered or certified mail, postage prepaid, return receipt requested, (b) sent by recognized overnight courier (such as Federal Express), or (c) delivered personally, as follows: In the case of Owner: At the address of record for real property tax assessment notices with respect to the Property, or at such other address as either party shall have specified by written notice delivered in accordance with this section. with a copy to: Any applicable mortgagee in accordance with Section 12.2. In the case of the City: City of Edina Attn: City Manager 4801 West 50th Street Edina, MN 55424 with a copy to: Dorsey & Whitney LLP Attn: Jay Lindgren I-10 4874-4194-6660\2 50 South Sixth Street, Suite 1500 Minneapolis, MN 55402 or at such other address with respect to any such party as that party may, from time to time, designate in writing and forward to the other, as provided in this Section. 13.2 Survival. The easements granted hereby and each reservation, covenant, condition and restriction contained in this Agreement will run with the land and will be binding upon, and inure to the benefit of, as the case may be, Owner and the City and their respective successors and assigns. 13.3 Dedication. Nothing contained in this Agreement will be deemed to be a gift or dedication of any portion of the Easement Premises to the general public. 13.4 Waiver. The waiver by any party hereto of any breach or default of any provisions anywhere contained in this Agreement shall not be deemed to be a waiver of any subsequent breach or default thereof. No provision of this Agreement shall be deemed to have been waived by any party hereto unless such waiver is in writing and signed by the party charged with any such waiver. 13.5 Private Easement and Restriction Agreement. The Project Area is subject to the terms of that certain Easement and Restriction Agreement dated March 24, 2022, originally by and between U.S. Bank National Association, a national banking association, and MDI France Avenue, LLC, a Minnesota limited liability company, recorded on March 29, 2022, with the Hennepin County Registrar of Titles as Document No. 5932919 (the “Private ERA”). The rights granted to the City, the Authority, and/or the general public hereunder, shall be subject to the provisions of the Private ERA; provided, however, Owner hereby represents, warrants, and covenants that the Private ERA does not and will not prohibit the granting of, or the use and enjoyment of, the Easement Premises and/or the other rights granted to the City, the Authority, and/or the general public hereunder. 13.6 Joinder; Permitted Encumbrance. Except for the mortgagee consent attached hereto, Owner represents and warrants that this Agreement does not require the joinder or approval of any other person and each of the parties respectfully has the full, unrestricted and exclusive legal right and power to enter into this Agreement for the term and upon the provisions herein recited and for the use and purposes hereinabove set forth. Owner shall cause this Agreement to constitute a permitted encumbrance under any loan agreement heretofore or hereafter entered into between Owner and any construction lender or permanent lender and for the rights of any such lender to be subordinated to this Agreement and the City’s rights and interests hereunder. 13.7 Amendments. Except as otherwise herein provided, and not otherwise, no subsequent alteration, amendment, change, waiver, discharge, termination, deletion, or addition to this Agreement shall be binding upon either party unless in writing and signed by both parties. 13.8 Attorneys’ Fees. In case any action at law or in equity, including an action for declaratory relief, is brought against Owner to enforce the provisions of this Agreement, Owner agrees to pay the reasonable attorneys’ fees and other reasonable expenses paid or incurred by the City in connection with the action. 13.9 Governing Law. This Agreement is governed by the laws of the state of Minnesota and, where applicable, the laws of the United States of America. 13.10 Severability. If any provisions hereof shall be invalid, illegal or unenforceable, the validity, legality and enforceability of the remaining portions shall not in any way be affected or impaired. I-11 4874-4194-6660\2 13.11 Counterparts. This Agreement may be executed in any number of counterparts, each of which shall constitute one and the same instrument [Remainder of page intentionally left blank; signature pages follow] I-12 [Signature Page to Parking Easement Agreement (7001 France Avenue – Sites B and C)] 4874-4194-6660\2 IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be duly executed as of the day and year first above written. CITY: CITY OF EDINA, MINNESOTA By: _________________________________________ ___________________, Mayor By: _________________________________________ ___________________, City Manager STATE OF MINNESOTA ) ) ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this ____ day of _____________, 20___, by ____________ and ____________, the Mayor and City Manager respectively, of the City of Edina, Minnesota, on behalf of the City. ____________________________________________ Notary Public I-13 [Signature Page to Parking Easement Agreement (7001 France Avenue – Sites B and C)] 4874-4194-6660\2 OWNER: __________________________ By: _________________________________________ Name: _______________________________________ Its: _________________________________________ STATE OF _______________ ) ) ss. COUNTY OF _____________ ) The foregoing instrument was acknowledged before me this ___ day of _______________, 202___, by _______________, the ______________________________ of _______________________________, a ________________________, on behalf of the ________________________. Notary Public THIS DOCUMENT WAS DRAFTED BY: Dorsey & Whitney LLP 50 South Sixth Street, Suite 1500 Minneapolis, MN 55402-1498 I-14 [Exhibit A to Parking Easement Agreement (7001 France Avenue – Sites B and C)] 4874-4194-6660\2 Exhibit A Legal Description of the Property Lot 3, Block 1, A M N Addition, Hennepin County, Minnesota Torrens Property/Certificate of Title No. 1541002 I-15 [Exhibit B to Parking Easement Agreement (7001 France Avenue – Sites B and C)] 4874-4194-6660\2 Exhibit B Legal Description and/or Depiction of the Parking Premises, Bike Facility, the Access Premises, and the Dedicated Public Stalls [Attached depiction for illustrative purposes; final exhibit to be updated based on final plans/construction prior to easement execution.] ;;;)5$1&($9(18(6287+&2817<52$'12:(677+675((787,/,7<($6(0(173(57+(3/$72)<25.72:1'2&12 ,7(012 7(/(&20081,&$7,216($6(0(173(5'2&12 ,7(012 6$1,7$5<6(:(5($6(0(173(5'2&12 ,7(012 6&(1,&$1'23(163$&(($6(0(17,1)$9252)(',1$9,//$*( 12:&,7< 3(5'2&12 ,7(012 6&(1,&$1'23(163$&(($6(0(17,1)$9252)(',1$9,//$*( 12:&,7< 3(5'2&12 ,7(012 38%/,&52$'($6(0(17,13(5'2&12 ,7(012 675((75,*+72):$<'(',&$7(',17+(3/$72)<25.72:1'2&12 ,7(012 +,*+:$<($6(0(173(5'2&12 ,7(0126 +,*+:$<($6(0(173(5'2&12 ,7(0126 38%/,&675((7'5$,1$*( 87,/,7<($6(0(173(5'2&127 ,7(012 6,'(:$/. 87,/,7<($6(0(173(5'2&1267 7 ,7(012 6,'(:$/. 87,/,7<($6(0(173(5'2&1267 7 ,7(012 7(/(&20081,&$7,216($6(0(173(5'2&12 ,7(012 676767676767$6+/&+$6+*: 67*: *: *: *: *: 1272%6(59('*: 1272%6(59('67*: 67*: 6767*: 67*: 1272%6(59('*: 67*: 1272%6(59('67*: 1272%6(59(')5$1&($9(18(6287+&2817<52$'12&200(5&,$/5(7$,/63$&()22735,17 6)))( 7(1$17$ ))( 7(1$17% ))( 7(1$17& ))( 7(1$17' ))( 2)),&(/2%%< ))( /2$',1*'2&. 08/7,)$0,/<+286,1*%8,/',1*)22735,17 6)))( 5(6,'(17,$/ 3$5.,1*5$03)22735,17 6)))( /2( /)( /)( /)( /)( /)( ;;352326('),1$1&,$/,167,787,21)22735,17 6)))( /)( /2( ;;;;;/2( /)( /2( /)( /27/27/27/27SITE A70TH AND FRANCE RESIDENTIALSITE B7001 FRANCE MIXED USESITE C7001 FRANCE PARKING FACILITY6+((7180%(5 '$7( '$7( /,&(16(12,+(5(%<&(57,)<7+$77+,63/$1:$635(3$5('%<0(2581'(50<',5(&7683(59,6,21$1'7+$7,$0$'8/</,&(16('352)(66,21$/(1*,1((581'(57+(/$:62)7+(67$7(2)0,11(627$9(57,&$/6&$/( +25,=217$/6&$/( '5$:1 &+(&.(' '(6,*1(' ,1,7,$/,668( 5(9,6,216 35(3$5(')25 Phone(952) 937-5150 12701 Whitewater Drive, Suite #300Fax(952) 937-5822 Minnetonka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utodesk Docs://USB Parking Structure/21-008_USB ParkingStructure_mbergPEAX6.rvt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utodesk Docs://USB Parking Structure/21-008_USB ParkingStructure_mbergPEAX6.rvt6/8/2022 8:52:35 AM$6$)/2253/$16 1')/2257001 PARKINGFACILITY (SITE C))UDQFH$YHQXH6RXWK(GLQD01 /(9(/127( 3$5.,1*6758&785(,6&203/,$17:,7+(93$5.,1*3529,'('$1':,5(')25)8785((912 '$7( '(6&5,37,21 '1$%& VKHHWQXPEHUVKHHWWLWOHGDWH1UG6WUHHW6XLWH0LQQHDSROLV01 SKDVH3,&GUDZQE\0(%SURMHFWQXPEHUSURMHFWQDPH6,7(3/$15(9,(:/LFHQVH1R 1DPH 6LJQHG ,KHUHE\FHUWLI\WKDWWKLVSODQVSHFLILFDWLRQRUUHSRUWZDVSUHSDUHGE\PHRUXQGHUP\GLUHFWVXSHUYLVLRQDQGWKDW,DPDGXO\/LFHQVHG$UFKLWHFWXQGHUWKHODZVRIWKHVWDWHRI0LQQHVRWD5(9,6,216FRQVXOWDQWVPRELIMINARY -NOT FOR CONSTRUCTIONAutodesk Docs://USB Parking Structure/21-008_USB ParkingStructure_mbergPEAX6.rvt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utodesk Docs://USB Parking Structure/21-008_USB ParkingStructure_mbergPEAX6.rvt6/8/2022 8:52:40 AM$6$)/2253/$16 7+)/2257001 PARKINGFACILITY (SITE C))UDQFH$YHQXH6RXWK(GLQD01 /(9(/127( 3$5.,1*6758&785(,6&203/,$17:,7+(93$5.,1*3529,'('$1':,5(')25)8785((912 '$7( '(6&5,37,21 I-16 4874-4194-6660\2 CONSENT AND SUBORDINATION The undersigned, ___________________, a ___________________, holder of that certain [Mortgage] executed by ________________________, a ________________________, dated ________________, 20____, filed ________________, 20____, as Document No. ___________, in the office of the County Recorder in and for Hennepin County, Minnesota, and filed ________________, 20____, as Document No. ___________, in the office of the Registrar of Titles in and for Hennepin County, Minnesota, in favor of ________________ (the “Mortgage”), hereby consents to the foregoing Parking Easement Agreement (7001 France Avenue – Sites B and C) (the “Easement Agreement”), and hereby subjects and subordinates the Mortgage and all of its right, title and interest in and to the Easement Agreement. ___________________________________, a ___________________ By: _________________________________________ Name: _______________________________________ Title: ________________________________________ STATE OF ______________ ) ) ss. COUNTY OF ______________ ) The foregoing instrument was acknowledged before me this ____ day of ____________, 20______, by ____________________, the _________________ of ___________________, a ___________________, on behalf of the ___________________. ____________________________________________ Notary Public J-1 4875-8535-1201\3 Exhibit J Form of Plaza Easement Agreement PLAZA EASEMENT AGREEMENT (7001 France Avenue – Sites B and C) THIS PLAZA EASEMENT AGREEMENT (this “Agreement”) is made and entered into this ___ day of ____________, 202___ (“Effective Date”), by and between the City of Edina, Minnesota, a Minnesota statutory city (the “City”), and [to be the current owner(s) of the Property and Easement Premises] (“Owner”). RECITALS: A. The Housing and Redevelopment Authority of Edina, Minnesota, a public body corporate and politic organized and existing under the laws of the State of Minnesota (the “Authority”), the City, and Owner, as “Developer”, are parties to that certain Redevelopment Agreement (7001 France Avenue – Sites B and C) dated June 30, 2022 (the “Redevelopment Agreement”). B. The Redevelopment Agreement provides for the redevelopment by Owner of certain real property located at or about 7001 France Avenue, as legally described on the attached Exhibit A (the “Property”) and other property adjoining the Property, collectively, referred to herein and in the Redevelopment Agreement as the “Project Area”. C. The Property is located within the 70th and France Tax Incremental Financing District, established by the Authority pursuant to Resolution No. 2022-05, in coordination with the Authority and with the cooperation and assistance of the City. D. The Redevelopment Agreement provides for the expenditure of certain public funds to assist in the redevelopment of the Property with certain “Minimum Improvements” which include an office/retail building containing seven (7) stories and approximately 242,000 rentable square feet of leasable space, one level of underground parking that is exclusively for the use of building tenants, and related site improvements. E. The Minimum Improvements also include (i) an approximately 7,500 square foot ground-level, outdoor public space and amenity area generally located in the southeast corner of Site B and (ii) an approximately 10,000 square foot ground-level, outdoor public space and amenity area generally located along France Avenue on Site B (as more particularly described herein, and, collectively, referred to herein and in the Redevelopment Agreement as the “Public Plaza”), which such Public Plaza is located on that portion of the Property legally described on the attached Exhibit B-1 and depicted on the attached Exhibit B-2 (the “Plaza Property”). F. The City and Owner have agreed in the Redevelopment Agreement that Owner shall grant an easement to the City pursuant to which the Public Plaza will be permanently open to the general public for its use and enjoyment pursuant to the terms and conditions of this Agreement. G. Owner has agreed to own, operate, manage, and maintain the Public Plaza pursuant and subject to the terms and conditions of the Redevelopment Agreement and this Agreement. J-2 4875-8535-1201\3 H. The City and Owner deem it to be in their interests and in furtherance of the economic development and redevelopment plan for the Property reflected in the Redevelopment Agreement to enter into this Agreement. NOW, THEREFORE, in consideration of the premises and the mutual obligations of the parties hereto, each of them does hereby covenant and agree with the others as follows: ARTICLE I. RECITALS; EXHIBITS, DEFINITIONS 1.1. Recitals. The foregoing Recitals are true and correct statements of fact and are incorporated into this Amendment by this reference, including the definitions set forth therein. 1.2. Exhibits. All Exhibits referred to in and attached to this Agreement upon execution are incorporated in and form a part of this Agreement as if fully set forth herein. 1.3. Definitions. Unless otherwise defined herein or unless context requires otherwise, undefined terms used herein shall have the meanings set forth in the Redevelopment Agreement. All defined terms may be used in the singular or the plural, as the context requires. ARTICLE II. GRANT OF EASEMENTS 2.1. Grant of Plaza Easement. Owner hereby grants and conveys to the City, for the benefit of the City and the general public: (a) a non-exclusive, perpetual public easement over, across, upon and through the Plaza Property, together with and including all (i) surface improvements now or hereafter located thereon, including, without limitation, all paving, sidewalks, and pathways, and (ii) all amenities, components, and fixtures now or hereafter located thereon, including, without limitation, all benches, tables, chairs, and trash receptacles, all as required by, or reasonably inferable from, the City Approvals and/or the Redevelopment Agreement (collectively, the “Public Plaza”) for the purpose of the general public utilizing the Public Plaza and its components as a public plaza, all in accordance with and subject to the terms and conditions of this Agreement; and (b) a non-exclusive, perpetual public easement over, across, upon and through all means of pedestrian and vehicular access to and from public rights of way, streets, alleys, public spaces, and easements appurtenant and/or used in connection with the Public Plaza located on the Property and adjoining or contiguous to the Public Plaza, all as depicted on the attached Exhibit C (collectively, the “Access Premises”, and together with the Public Plaza, collectively the “Easement Premises”), all in accordance with and subject to the terms and conditions of this Agreement. ARTICLE III. TERM 3.1. Term. The easements granted hereby, and each reservation, covenant, condition and restriction contained in this Agreement, shall be effective as of the date hereof, shall be perpetual, and shall remain in effect until affirmatively released by the City. Such release shall be evidenced by the recording J-3 4875-8535-1201\3 of a release or termination of this Agreement in the real estate records of Hennepin County, Minnesota, at which time this Agreement shall terminate. ARTICLE IV. USE OF EASEMENT PREMISES 4.1. Operation and Control of Easement Premises. During the term of this Agreement, Owner shall operate the Easement Premises in accordance with this Agreement and all applicable governmental laws, ordinances, regulations and orders, at Owner’s sole cost and expense. Subject to the terms of this Agreement, Owner has full authority and control over the management, operation, and use of the Easement Premises. Owner is entitled to keep and retain as its own property all income and revenue produced from the use and operation of the Easement Premises during the term of this Agreement and shall have no obligation to report to or account to the City for any such income or revenue or with respect to expenses incurred by Owner in its use and operation of the Easement Premises; provided, however, all use of the Public Plaza by the general public shall be free of charge and Owner shall not charge any fee for the use of the Public Plaza pursuant to this Agreement. 4.2. Programming. From and after initial occupancy of the Minimum Improvements and during the term of this Agreement, Owner shall engage a reputable, professional firm with expertise and experience in activating and programming public spaces and cause such firm to develop, promote, and implement a placemaking vision, process, and programs designed and intended to activate and enliven pedestrian use of the Public Plaza in a first-class manner, similar to that of other public spaces located within other first-class, multi-use projects in the Minneapolis-Saint Paul metropolitan area. 4.3. Special Events. The easement rights granted hereunder include the right for the City and/or members of the general public (including organizations not affiliated with the City) to reserve and use the Public Plaza for periodic community special events (e.g., fundraising walks/runs, art fairs, holiday events, community celebrations, etc.), provided that Owner may establish an application and permit process for such special events and require that the sponsor of such special event enter into a standard form license or similar agreement with Owner for the use of the Public Plaza containing certain conditions, requirements, and restrictions which must be met by the special event’s sponsor (e.g., insurance requirements, clean-up responsibilities, etc.). The terms and conditions of any such permit/application process and all such license/use agreements shall be commercially reasonable and applied to all users and special event sponsors on a non-discriminatory basis. 4.4. Security. Owner shall install and maintain as part of the Public Plaza security cameras and other reasonable public safety precautions in strategic locations on the or around the Plaza Property in a manner designed and intended to promote and maintain the safety of the lawful users of the Public Plaza. 4.5. Waste, Nuisance, Damage, Disfigurement or Injury to Easement Premises. Neither the City nor Owner shall knowingly or willfully commit or suffer to be committed any waste or damage in or upon the Easement Premises, or any disfigurement or injury to any improvements hereafter erected or located upon the Easement Premises, or any part thereof, or the fixtures and/or equipment thereof. Owner, in its use and occupancy of the Easement Premises, shall not knowingly and willfully commit or suffer to be committed any act or thing which constitutes a nuisance. Usual and normal wear and tear, damage by the elements, unavoidable casualty or depreciation and diminution over time shall not be considered “waste,” “nuisance,” “damage, “disfigurement,” or “injury.” 4.6. Owner’s Reservation of Certain Rights. The City’s easement rights under this Agreement shall be subject to the following reservations, as well as the other applicable provisions contained in this J-4 4875-8535-1201\3 Agreement: (a) Owner reserves and retains the right from time to time to exclude and restrain any person or entity who is using the Public Plaza to engage in disruptive activities, including, without limitation, (i) exhibiting any placard, sign or notice, (ii) distributing any circular, handbill, placard or booklet, (iii) soliciting memberships, signatures or contributions for private, civic, public, charitable or political purposes, (iv) parading, picketing or demonstrating, or (v) failing to follow the reasonable rules and regulation promulgated by Owner in accordance with Section 4.6(e) below relating to the use and operation of the Public Plaza. (b) Owner reserves the right to close-off any portion of the Easement Premises for such reasonable period of time as may be legally necessary, in the opinion of Owner’s counsel, to prevent the acquisition of prescriptive rights by anyone; provided, however, that prior to closing-off any portion of the Easement Premises, Owner shall give as much written notice as reasonably practicable of its intention to do so. (c) Owner reserves the right at any time and from time to time to exclude and restrain any private party from access to the Public Plaza for cause and on a non-discriminatory basis. (d) Owner reserves the right to temporarily erect or place barriers in and around areas on the Easement Premises which are being constructed and/or repaired in order to ensure either safety of persons or protection of property. (e) Owner reserves the right to adopt and enforce reasonable rules and regulations for the safe, efficient, and orderly use and operation of the Easement Premises, so long as such rules and regulations are applied on a non-discriminatory basis, do not adversely impact the City’s or the public’s rights to use of the Easement Premises as set forth in this Agreement, and are approved by the City Manager or its designee. By way of example and not limitation, Owner may establish the following hours of operation: from April 15 to October 31, 7:00 a.m. – 10:00 p.m. and from November 1 to April 14, 7:00 a.m. – 8:00 p.m. ARTICLE V. MAINTENANCE OF THE EASEMENT PREMISES 5.1. Maintenance. At all times during the term hereof, Owner, at its cost and expense, shall keep and maintain the Easement Premises and the other Minimum Improvements in good condition and repair in a first-class manner, similar to that of other public plazas located within other first-class, multi-use projects in the Minneapolis-Saint Paul metropolitan area, which such maintenance shall include, without limitation, the following: (a) all repairs, replacements, renewals, alterations, additions and betterments thereto, structural and non-structural, ordinary and extraordinary, and foreseen and unforeseen, all as may be necessary to keep the Easement Premises and the other Minimum Improvements in the condition and repair required by this Agreement, and which are consistent with the requirements of the City Approvals and the Redevelopment Agreement, and which do not adversely impact the City’s or the public’s rights to use of the Easement Premises as set forth in this Agreement, and, for avoidance of doubt, such maintenance obligations shall include maintenance of the Public Art located on the Public Plaza in accordance with the Redevelopment Agreement; J-5 4875-8535-1201\3 (b) the inspection, repair, replacement, and maintenance of all pedestrian surfaces to a smooth and evenly-covered condition, which obligation includes, without limitation, the cleaning, sweeping, repairing and resurfacing of such pedestrian surfaces; (c) maintaining in good working order, repairing, and replacing as necessary all domestic water, sewer, storm water, gas, electricity, power, heat, telephone, other communications service and any and all other utility or similar services used, rendered, or supplied, upon, at, from, or in connection with the Easement Premises. (d) periodic removal of all papers, debris, filth, refuse, ice and snow, provided all sweeping shall be at appropriate intervals during such times as shall not unreasonably interfere with the use of the Easement Premises; (e) maintaining and replacing all landscaping and other vegetation; (f) placing, keeping in repair, replacing and repainting any appropriate directional signs or markers within or associated with the Easement Premises; (g) operating, keeping in repair, cleaning and replacing when necessary such lighting facilities as may be reasonably required, including, without limitation, all lighting necessary or appropriate for security of the Easement Premises; and 5.2. No Obligation of the City to Repair or Maintain. The City shall have no obligation of any kind, expressed or implied, to repair, rebuild, restore, reconstruct, modify, alter, replace, or maintain the Easement Premises or any part thereof, except to the extent that the Owner demonstrates that any damage to the Easement Premises was directly caused by the gross negligence or willful misconduct of the City, its employees, or agents. ARTICLE VI. UTILITIES 6.1. Utility Charges. During the term of this Agreement, Owner shall pay, or cause to be paid, when the same become due, all charges for water, sewer usage, storm water, gas, electricity, power, heat, telephone, or other communications service and any and all other utility or similar services used, rendered, supplied, or consumed in, upon, at, from, or in connection with the Easement Premises, or any part thereof. TAXES AND ASSESSMENTS 7.1. Payment of Taxes and Assessments. Owner shall pay, or cause to be paid, before becoming delinquent, all real estate taxes, charges, assessments, and levies, assessed and levied by any governmental taxing authority during the term of this Agreement against the Easement Premises and the other Minimum Improvements. Subject to the terms of the Redevelopment Agreement, Owner shall have the right and option, at any time but solely at Owner’s expense, to pay any real estate taxes or assessments in installments J-6 4875-8535-1201\3 or under protest or in a similar manner, or to contest the levy or amount of the same in appropriate legal or administrative proceedings. ARTICLE VIII. INDEMNIFICATION, INSURANCE 8.1. Indemnification of the City. Except to the extent caused by the willful misconduct or gross negligence of the City, its employees or agents, or the general public, or arising out of the default by the City and its officers, employees or agents of obligations made pursuant to a contract with Owner, including this Agreement, Owner hereby covenants and agrees to assume and to permanently indemnify and save harmless the City and its employees and agents from and against any and all claims, demands, actions, damages, costs, expenses, reasonable attorneys’ fees, and liability in connection with the loss of life, personal injury and/or damage to property, to the extent arising from or out of the design or initial construction, maintenance and operation of the Easement Premises, or in connection with the use or occupancy of the Easement Premises, or any part thereof, by Owner, or to the extent arising out of the breach of Owner’s obligations hereunder. 8.2. Property Insurance. At all times during the term hereof, Owner, at its sole cost and expense, shall keep the Easement Premises and the other Minimum Improvements, and all alterations, extensions, and improvements thereto and replacements thereof, insured, in the amount of the full replacement cost thereof and with such deductibles as Owner deems appropriate, against loss or damage by fire and against those casualties covered by extended coverage insurance and against vandalism and malicious mischief and against such other risks, of a similar or dissimilar nature, as are customarily covered with respect to improvements similar in construction, general location, use, and occupancy to such improvements. 8.3. Personal Property. All property of every kind and character which Owner may keep or store in, at, upon, or about the Easement Premises shall be kept and stored at the sole risk, cost, and expense of Owner. 8.4. Liability Insurance. During the term of this Agreement, Owner shall procure and maintain continuously in effect (or shall cause the same to occur), the following policies of insurance of the kind and minimum amounts as are customarily maintained with respect to facilities and improvements similar to those located on the Easement Premises, at commercially reasonable coverage levels, to be reviewed from time to time by Owner: insurance against liability for injuries to or death of any person or damage to or loss of property arising out of or in any way relating to the use, occupancy, or condition of the Easement Premises, or any part thereof, including insuring the indemnification obligations set forth in Section 8.1 above. Such insurance shall provide that the City is an additional insured. 8.5. General Insurance Requirement. All insurance required in this Agreement shall be placed with financially sound and reputable insurers licensed to transact business in the State of Minnesota. Owner shall promptly following the City’s request therefor, furnish the City with copies of policies evidencing all such insurance or a certificate or certificates of the respective insurers stating that such insurance is in force and effect. Each policy of insurance herein required shall contain a provision that the insurer shall not cancel it without giving written notice to the City at least 10 days before the cancellation becomes effective. The insurance coverage herein required may be provided by a blanket insurance policy or policies. 8.6. No Obligation of the City for Insurance. At no time and under no circumstances shall the City be required to take out, maintain in force and effect, or pay for any type of insurance coverage with reference to the protection of and/or ownership of and/or occupancy of and/or a suit relating to the Easement Premises and/or any improvements hereafter located thereon. J-7 4875-8535-1201\3 ARTICLE IX. ASSIGNMENT 9.1. Assignment by the City. During the term of this Agreement, the City may not assign or transfer its interest under this Agreement without the prior written consent of Owner. 9.2. Assignment by Owner. Owner may assign or otherwise transfer its interest under this Agreement in connection with any sale or transfer of the Minimum Improvements subject to the terms and conditions of the Redevelopment Agreement. The City shall recognize and approve any successors or assigns of Owner. ARTICLE X. CASUALTY 10.1. Destruction. In the event that all or any part of the Easement Premises and/or other portions of the Minimum Improvements are destroyed by fire or other casualty, Owner shall promptly rebuild, reconstruct and/or restore the same to the extent insurance proceeds are available or, in the event insurance proceeds are not sufficient to reconstruct and/or restore the same, to the extent insurance proceeds combined with any contributions by Owner toward reconstruction are available. ARTICLE XI. EMINENT DOMAIN 11.1. Major Condemnation. If all of the Easement Premises is taken, acquired, or condemned by eminent domain for any public or quasi-public use or purpose, this Agreement shall terminate as of the date of vesting of title in the condemning authority. Each party shall make its own claim in the condemnation proceeding based upon the value of its respective interest in the Easement Premises. ARTICLE XII. DEFAULT AND REMEDIES 12.1. Default By Owner. If Owner fails to perform any of its obligations under this Agreement, and fails to cure such default after 30 days’ written notice of such failure or, if such failure cannot reasonably be cured within such 30 days, fails to commence curative action and thereafter diligently complete the same, then, in such case, the City may pursue all available remedies at law and in equity, and the City may, but shall not be obligated to, cure such failure on behalf of Owner and Owner shall pay to the City all sums due and owing on account thereof. The City shall submit a statement to Owner evidencing the costs incurred to cure such failure. If Owner has failed to make payment in accordance with the statement within 60 days after receipt thereof, the City shall have the right to assess the costs incurred by the City to all or any portion of the Property as a service charge pursuant to Minnesota Statutes, Section 429.101, or any successor statute. J-8 4875-8535-1201\3 ARTICLE XIII. MISCELLANEOUS 13.1. Notices. Except as otherwise expressly provided in this Agreement, a notice, demand or other communication under this Agreement by any party to any other shall be sufficiently given or delivered if it is (a) dispatched by registered or certified mail, postage prepaid, return receipt requested, (b) sent by recognized overnight courier (such as Federal Express), or (c) delivered personally, as follows: In the case of Owner: At the address of record for real property tax assessment notices with respect to the Property, or at such other address as either party shall have specified by written notice delivered in accordance with this section. In the case of the City: City of Edina Attn: City Manager 4801 West 50th Street Edina, MN 55424 with a copy to: Dorsey & Whitney LLP Attn: Jay Lindgren 50 South Sixth Street, Suite 1500 Minneapolis, MN 55402 or at such other address with respect to any such party as that party may, from time to time, designate in writing and forward to the other, as provided in this Section. 13.2. Survival. The easements granted hereby and each reservation, covenant, condition and restriction contained in this Agreement will run with the land and will be binding upon, and inure to the benefit of, as the case may be, Owner and the City and their respective successors and assigns. 13.3. Dedication. Nothing contained in this Agreement will be deemed to be a gift or dedication of any portion of the Easement Premises to the general public. 13.4. Waiver. The waiver by any party hereto of any breach or default of any provisions anywhere contained in this Agreement shall not be deemed to be a waiver of any subsequent breach or default thereof. No provision of this Agreement shall be deemed to have been waived by any party hereto unless such waiver is in writing and signed by the party charged with any such waiver. 13.5. Private Easement and Restriction Agreement. The Project Area is subject to the terms of that certain Easement and Restriction Agreement dated March 24, 2022, originally by and between U.S. Bank National Association, a national banking association, and MDI France Avenue, LLC, a Minnesota limited liability company, recorded on March 29, 2022, with the Hennepin County Registrar of Titles as Document No. 5932919 (the “Private ERA”). The rights granted to the City, the Authority, and/or the general public hereunder, shall be subject to the provisions of the Private ERA; provided, however, Owner hereby represents, warrants, and covenants that the Private ERA does not and will not prohibit the granting of, or the use and enjoyment of, the Easement Premises and/or the other rights granted to the City, the Authority, and/or the general public hereunder. J-9 4875-8535-1201\3 13.6. Joinder; Permitted Encumbrance. Except for the mortgagee consent attached hereto, Owner represents and warrants that this Agreement does not require the joinder or approval of any other person and each of the parties respectfully has the full, unrestricted and exclusive legal right and power to enter into this Agreement for the term and upon the provisions herein recited and for the use and purposes hereinabove set forth. Owner shall cause this Agreement to constitute a permitted encumbrance under any loan agreement heretofore or hereafter entered into between Owner and any construction lender or permanent lender and for the rights of any such lender to be subordinated to this Agreement and the City’s rights and interests hereunder. 13.7. Amendments. Except as otherwise herein provided, and not otherwise, no subsequent alteration, amendment, change, waiver, discharge, termination, deletion, or addition to this Agreement shall be binding upon either party unless in writing and signed by both parties. 13.8. Attorneys’ Fees. In case any action at law or in equity, including an action for declaratory relief, is brought against Owner to enforce the provisions of this Agreement, Owner agrees to pay the reasonable attorneys’ fees and other reasonable expenses paid or incurred by the City in connection with the action. 13.9. Governing Law. This Agreement is governed by the laws of the state of Minnesota and, where applicable, the laws of the United States of America. 13.10. Severability. If any provisions hereof shall be invalid, illegal or unenforceable, the validity, legality and enforceability of the remaining portions shall not in any way be affected or impaired. 13.11. Counterparts. This Agreement may be executed in any number of counterparts, each of which shall constitute one and the same instrument [Remainder of page intentionally left blank; signature pages follow] J-10 [Signature Page to Plaza Easement Agreement (7001 France – Sites B and C)] 4875-8535-1201\3 IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be duly executed as of the day and year first above written. CITY: CITY OF EDINA, MINNESOTA By: _________________________________________ ___________________, Mayor By: ___________________, City Manager STATE OF MINNESOTA ) ) ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this ____ day of _____________, 20___, by ____________ and ____________, the Mayor and City Manager respectively, of the City of Edina, Minnesota, on behalf of the City. ____________________________________________ Notary Public J-11 [Signature Page to Plaza Easement Agreement (7001 France – Sites B and C)] 4875-8535-1201\3 OWNER: __________________________ By: _________________________________________ Name: _______________________________________ Its: _________________________________________ STATE OF _______________ ) ) ss. COUNTY OF _____________ ) The foregoing instrument was acknowledged before me this ___ day of _______________, 202___, by _______________, the ______________________________ of _______________________________, a ________________________, on behalf of the ________________________. Notary Public THIS DOCUMENT WAS DRAFTED BY: Dorsey & Whitney LLP 50 South Sixth Street, Suite 1500 Minneapolis, MN 55402-1498 J-12 [Exhibit A to Plaza Easement Agreement (7001 France – Sites B and C)] 4875-8535-1201\3 Exhibit A Legal Description of the Property Lot 1, Block 1, A M N Addition, Hennepin County, Minnesota J-13 [Exhibit B-1 to Plaza Easement Agreement (7001 France – Sites B and C)] 4875-8535-1201\3 Exhibit B-1 Legal Description of Plaza Property J-14 [Exhibit B-2 to Plaza Easement Agreement (7001 France – Sites B and C)] 4875-8535-1201\3 Exhibit B-2 Depiction of the Plaza Property INSERT THE L1.0 and L1.1 sheets here (or other final documents that illustrate the plaza(s) ) J-15 [Exhibit C to Plaza Easement Agreement (7001 France – Sites B and C)] 4875-8535-1201\3 Exhibit C Legal Description/Depiction of Access Premises J-16 4875-8535-1201\3 CONSENT AND SUBORDINATION The undersigned, ___________________, a ___________________, holder of that certain [Mortgage] executed by ________________________, a ________________________, dated ________________, 20____, filed ________________, 20____, as Document No. ___________, in the office of the County Recorder in and for Hennepin County, Minnesota, and filed ________________, 20____, as Document No. ___________, in the office of the Registrar of Titles in and for Hennepin County, Minnesota, in favor of ________________ (the “Mortgage”), hereby consents to the foregoing Plaza Easement Agreement (7001 France Avenue – Sites B and C) (the “Easement Agreement”), and hereby subjects and subordinates the Mortgage and all of its right, title and interest in and to the Easement Agreement. ___________________________________, a ___________________ By: _________________________________________ Name: _______________________________________ Title: ________________________________________ STATE OF ______________ ) ) ss. COUNTY OF ______________ ) The foregoing instrument was acknowledged before me this ____ day of ____________, 20______, by ____________________, the _________________ of ___________________, a ___________________, on behalf of the ___________________. ____________________________________________ Notary Public K-1 Exhibit K Equity and Inclusion Community Engagement Plan [See attached.] 1 , Community Participation Plan Mortenson knows how critically important community participation is. We are committed to provide opportunities to participate in and benefit from the construction of projects to a broad and diverse membership of the community. Mortenson’s community participation plan is a multi-faceted program to achieve meaningful participation in the project by the local community, including people of color; women, minority and women owned businesses, and other targeted members of the community. The main components of our plan are aimed at 1) maximizing participation and 2) ensuring that all targeted businesses that participate in the project have a successful experience which will benefit their organization for further opportunities. Our program successes are demonstrated on such projects as the Minneapolis Convention Center Expansion, Minneapolis Central Library, FedExForum, Target Field, Sprint Center, KFC YUM! Center, Salt River Fields, US Bank Stadium and numerous other projects in both public and private sectors across the country. The major features of Mortenson’s Community Participation Program include the following: • Maximizing Local and MWBE Contracting • Community Outreach • Workforce Diversity • Technical Assistance • Internship Program Maximizing Local and MWBE Contracting Strengthening the minority and female business community economically contributes to the overall economic growth and expansion of our markets. Mortenson’s program is designed to achieve meaningful and lasting benefits to the community through business opportunity that enable local, female and minority businesses to enhance and further develop and grow their businesses. Initiatives for maximizing local, women and minority business participation include: A. Structuring bid packages to allow for maximum participation by local women and minority owned businesses, including targeting specific scopes of work for MWBE firms. 2 B. Collaborating with local, women and minority business organizations to identify firms for participation on the project. National Association of Minority Contractors Hispanic Contractor Association Association of Women Contractors Ethnic Chambers of Commerce Economic Development Associations C. Establishing aggressive goals consistent with the availability of MWBE firms in the marketplace. D. Facilitating majority and MWBE partnerships. E. Developing an accelerated payment process for small, minority and women owned businesses to ease the cash flow difficulties such firms may experience. F. Developing a retention reduction plan. Community Engagement Mortenson believes in focused relationship-building and active, visible and sustained outreach to the community. Mortenson’s outreach approach is aimed at identifying, attracting, qualifying and building interest and enthusiasm for the project to the local and MWBE contracting community. We accomplish this through the following strategies: A. Contractor open houses to explain the bid packages, procurement schedule and process to interested bidders. B. Conduct pre-bid informational meetings to inform and advise local and MWBE contractors of the potential opportunities on the project. C. Communication via Internet, Radio, Newspaper, Plan Rooms. D. Liaison with community organizations, Neighborhood Groups, Elected Officials, Community Leaders, and Agencies. Workforce Diversity Mortenson is committed to ensuring that the community participates in the construction through meaningful employment opportunities. We have created initiatives that have led to an infusion of 3 women and people of color into the construction trades. Maximizing participation opportunities for the local workforce, including women and minorities, includes: A. Collaborating with community based organizations to assist with the recruitment and referral of workers. a. Urban League b. NAACP c. American Indian OIC d. Goodwill Industries Construction Program e. Etc. B. Implementing the Community Workforce Program which provides construction entry- level employment opportunities for motivated unemployed and under-employed residents through short-term “hands on” industry experience from which participants can learn and identify a career path should they desire to pursue opportunities within the construction industry. Mentoring/Technical Assistance To address capacity building of small, women and minority businesses, Mortenson developed a MWBE Resource Center as a tool to strengthen and expand small, women and minority businesses in the community. The resource center provides a knowledge base and technical assistance in all facets of the construction business, with Mortenson personnel and consultants utilized as construction experts providing guidance and support. The services of the resource center are concentrated around business development, business administration, project management and technical services for MWBE firms to develop and enhance their capabilities and competencies for future growth. Internship Program Mortenson’s internship program offers high school and college students the opportunity to participate in paid summer internships that will expose them to the construction industry and give students the opportunity to gain experience in varied aspects of the construction business. Program Administration Lynn Littlejohn, Vice President of Community Affairs, provides leadership in the implementation and monitoring of the Community Participation Plan. L-1 4872-4768-5157\1 Exhibit L Form of Equity and Inclusion Report Equity and Inclusion Report (7001 France Avenue – Sites B and C) Project Name & Address: 7001 France Avenue (Sites B and C), Edina, Minnesota Developer: __________________________ (as successor to MDI FRANCE AVENUE, LLC) General Contractor: M.A. Mortenson Company Construction Trade Total Hours Worked Hours Worked by Under-Represented Groups % Names of Employers BIPOC Men BIPOC Women Non-BIPOC Women Demolition __% Grading/Excavation __% Carpentry __% Concrete __% Masonry __% Electrical __% Plumbing __% Glass & Glazing __% Painting & Finishes __% Site Work __% Other __% Total __% NA BIPOC includes workers whose ethnicity includes black, indigenous and other people of color Target Actual Good Faith Efforts made? Goal Achieved % Hours worked by BIPOC / minority 32% Yes or No Yes or No L-2 4872-4768-5157\1 workers (men and women combined) = % Hours worked by women (BIPOC and Non-BIPOC combined) = 10% Yes or No Yes or No Summary of Certified* Women-Owned Business Enterprises Name of Business (common name and dba) City & State Description of Trade Value of Sub-Contract *Certified means any business entity that is formally recognized as a disadvantaged business entity (typically women-owned or minority-owned) by the State of Minnesota or other Minnesota-based entity. Summary of Certified* Minority-Owned Business Enterprises Name of Business (common name and dba) City & State Description of Trade Value of Sub-Contract *Certified means any business entity that is formally recognized as a disadvantaged business entity (typically women-owned or minority-owned) by the State of Minnesota or other Minnesota-based entity. Total Cost of General Contractor and Subcontracted Work: Total Subcontracted Work awarded to certified MBEs Total Subcontracted Work awarded to certified WBEs Combined total: $ _______ $ _______ $ _______ _______% Target Actual Good Faith Efforts made? Goal Achieved % Subcontracted Work awarded to MBE Na Yes or No Yes or No % Subcontracted Work awarded to WBE Na Yes or No Yes or No Total % Subcontracted Work awarded to MBE and WBE 25% Yes or No Yes or No L-3 4872-4768-5157\1 Pursuant to and in accordance with Section 4.9 of that certain Redevelopment Agreement dated ______________, 2022 by and among the City of Edina, Minnesota, a Minnesota statutory city (the “City”), the Housing and Redevelopment Authority of Edina, Minnesota, a public body corporate and politic organized and existing under the laws of the State of Minnesota (the “Authority”), and _________________________________ (as successor to MDI France Avenue, LLC, a Minnesota limited liability company) (“Developer”), Developer hereby represents, warrants, and certifies to the City and the Authority that the information provide in or connection with this report is true and correct in all material respects. DEVELOPER: __________________________ By: _________________________________________ Name: _______________________________________ Its: _________________________________________ M-1 - 1 4854-5979-4981\3 Exhibit M-1 Form of Commencement Default Site C Purchase Right Agreement PURCHASE RIGHT AGREEMENT (Commencement Default) (7001 France Avenue – Sites B and C) THIS PURCHASE RIGHT AGREEMENT (this “Agreement”) is made and entered into this 30th day of June, 2022_ (“Effective Date”), by and among the Housing and Redevelopment Authority of Edina, Minnesota, a public body corporate and politic organized and existing under the laws of the State of Minnesota (the “Authority”), and MDI France Avenue, LLC, a Minnesota limited liability company (“Owner”). RECITALS: A. Owner is the current fee owner of that certain real property located at or about the intersection of France Avenue and 70th Street West, in Edina, Minnesota and legally described as (i) Lot l, Block 1, A M N Addition, Hennepin County, Minnesota (referred to herein as “Site B”) and (ii) Lot 3, Block 1, A M N Addition, Hennepin County, Minnesota (referred to herein as “Site C”, together with Site B, collectively, the “Property”). B. The Property is located within the 70th and France Tax Incremental Financing District, established by the Authority pursuant to Resolution No. 2022-05 (the “TIF District”). C. The Authority, the City of Edina, Minnesota, a Minnesota municipal corporation (the “City”), and Owner, as “Developer”, are parties to that certain Redevelopment Agreement (7001 France Avenue – Site B and C) dated June 30, 2022 (the “Redevelopment Agreement”), which Redevelopment Agreement provides for the redevelopment by Owner of the Property with certain “Minimum Improvements” which are anticipated to consist of (i) a office/retail containing seven (7) stories and approximately 242,000 rentable square feet of leasable space, one level of underground parking that is exclusively for the use of building tenants, and related site improvements (collectively, the “Commercial Element”) all to be located on Site B, and (ii) an 8-level, approximately 170,357 gross square feet district parking facility with approximately 540 parking stalls (including public parking stalls) and an approximately 1,300 square foot bicycle facility and including an on-site solar array (collectively, the “District Parking Facility”) all to be located on Site C. D. The Redevelopment Agreement further sets forth the terms and conditions upon which the City and Authority will provide Owner with certain tax increment financing from the TIF District to assist in the redevelopment of the Property with the Minimum Improvements. E. The City, Authority and Owner have agreed in the Redevelopment Agreement that the Authority shall have a right to purchase Site C upon the occurrence of certain conditions more particularly described herein. NOW, THEREFORE, in consideration of the premises and the mutual obligations of the parties hereto, each of them does hereby covenant and agree with the others as follows: M-1 - 2 4854-5979-4981\3 1. Recitals; Definitions. The Recitals are true and correct statements of fact and are incorporated into this Agreement by this reference, including the definitions set forth therein. Each capitalized term used herein and the Recitals, unless otherwise defined, shall have the respective meaning ascribed to such term in the Redevelopment Agreement. 2. Purchase Right. Upon and subject to the terms hereof, Owner hereby grants to the Authority, and the Authority hereby accepts, the right (the “Purchase Right”) to acquire Owner’s fee title interest in Site C, together with all improvements thereon and easements and other rights benefiting or appurtenant thereto (collectively, the “Option Property”). The Authority may exercise the Purchase Right by the Authority giving written notice to Owner of the Authority’s election to exercise the Purchase Right (the “Election Notice”) at any time after the occurrence of either of the following events, but in no event later than December 31, 2028 (the “Option Deadline”) : (a) an uncured Site B Commencement Default in accordance with Section 4.1(b) of the Redevelopment Agreement, or (b) the earlier termination of the Redevelopment Agreement prior to Commencement of the Commercial Element. 3. Purchase Price. The purchase price to be paid by the Authority for the Option Property upon the Authority’s exercise of the Purchase Right (the “Purchase Price”) shall be the sum of following three (3) cost components (acquisition costs, site preparation costs, and holding costs) incurred by Owner: (a) An acquisition costs component of the purchase price for Site C in the amount of 31.5% of Owner’s total documented acquisition costs of Site B and Site C, not to exceed $2,286,512.00. (b) A site preparation costs component of the purchase price for Site C in the amount of 15.6% of Owner’s total documented site preparation costs for the Project Area that are not reimbursed by TIF or grant funds, and which in any event, shall not exceed $1,090,452.00. (c) The holding costs component of the purchase price for Site C in the amount of 31.5% of Owner’s total documented property taxes, insurance, and the customary and ordinary interest and financing costs incurred by Owner for Site B and Site C from January 1, 2023 to the date of Closing. All such costs components that contribute to the Purchase Price are subject to review and confirmation by the Authority, and Owner shall promptly provide all such documentation reasonably requested by the Authority to confirm the same. 4. Owner Obligations. In connection with the Purchase Right, Owner shall: (a) within 15 days after receipt of the Election Notice, deliver to the Authority a current commitment (the “Commitment”) for an ALTA Form Owner’s Policy of Title Insurance (“Title Policy”) insuring title to the Option Property issued by a reputable title company (the “Title Company”), legible copies of all documents cited, raised as exceptions or noted in the title commitment and Owner’s most recent survey of the Option Property; (b) at Closing, deliver the Option Property free and clear of all liens, tenancies, encumbrances, and other interests except those approved by the Authority in its sole and absolute discretion (the “Permitted Encumbrances”) (provided, if necessary, at Closing, the City, the M-1 - 3 4854-5979-4981\3 Authority, and Owner, as applicable, shall join in a partial release of the Redevelopment Agreement). Notwithstanding the foregoing, the Parking Easement Agreement will be a Permitted Encumbrance. 5. Closing. The closing of the Purchase Right (the “Closing”) shall occur on a date mutually acceptable to the Authority and Owner, but no later than 120 days after the Authority delivers its Election Notice to Owner (the “Closing Date”). Owner shall deliver exclusive possession of the Option Property to the Authority on the Closing Date, subject only to Permitted Encumbrances. 6. Closing Deliveries. (a) Owner’s Closing Deliveries. On the Closing Date, Owner shall execute and deliver to the Authority the following, all in form and content reasonably satisfactory to the Authority: (i) a limited warranty deed (the “Deed”) conveying the Option Property to the Authority subject only to the Permitted Encumbrances; (ii) a non-foreign affidavit, properly executed, containing such information as is required by Internal Revenue Code Section 1445(b)(2) and its regulations; and (iii) such affidavits, certificates or other documents as may be reasonably required by the Title Company in order to record the Deed and issue the Title Policy, subject only to Permitted Encumbrances. (b) The Authority’s Closing Deliveries. On the Closing Date, the Authority will execute and/or deliver to Owner the following: (i) Purchase Price; and (ii) such affidavits, certificates or other documents as may be reasonably required by Title Company in order to record the Deed and issue the Title Policy. 7. Prorations. Owner and the Authority agree to the following prorations and allocation of costs regarding this Agreement and Option Property acquired by the Authority: (a) Title Charges and Closing Fee. Owner shall pay the cost of the Title Commitment and removing any title defects or encumbrances which are not Permitted Encumbrances. The Authority will pay all title insurance premiums required for the issuance of the Title Policy, including the cost of all additional endorsements thereto. Owner will pay any closing fee or charge imposed by Title Company. (b) Taxes. Owner shall pay all state deed tax or transfer tax or fee payable in connection with this transaction. Special assessments, if any, shall be paid in full by Owner on or before the Closing Date. Real estate taxes shall be prorated as of the Closing Date. Accordingly, Owner shall pay all real estate taxes due and payable up to the Closing Date and the Authority shall pay all real estate taxes due and payable on and after the Closing Date. (c) Other Income and Expenses. All income (including, without limitation, rents) and other expenses shall be prorated and adjusted as of the Closing Date. (d) Attorney’s Fees. Each of the parties will pay its own attorney’s fees. 8. Warranties and Representations by Owner. Owner warrants and represents to the Authority as follows: (a) Owner has the requisite power and authority (including all necessary approvals and authorizations) to enter into and perform this Agreement and those closing documents to be signed by it; such documents have been duly authorized by all necessary action on the part of Owner M-1 - 4 4854-5979-4981\3 and have been or will be duly executed and delivered; such execution, delivery and performance by Owner of such documents does not and will not conflict with or result in a violation of any judgment, order, or decree of any court or arbiter to which Owner is a party, or any law, statute, rule or regulation by which Owner is bound; such documents are and will be valid and binding obligations of Owner, and are and will be enforceable in accordance with their terms. (b) As of the Closing Date, the Option Property is free and clear of all encumbrances, except the Permitted Encumbrances. 9. Condemnation; Casualty. If eminent domain proceedings are commenced against all or a part of the Option Property, or if all or a substantial part of the Option Property is damaged by fire or other casualty, on or before the Closing Date, Owner shall immediately give written notice to the Authority, and the Authority shall have the right to terminate any exercised Purchase Right by giving written notice of such termination to Owner within 30 days after Owner’s notice of such proceedings is given to the Authority. If the Authority shall fail to give such notice, then the parties shall proceed to Closing, and Owner shall assign to the Authority all rights to appear in and receive any award from such proceedings and/or any insurance proceeds, as applicable. 10. Remedies. If the Authority defaults in performance of its obligations under the Purchase Right, Owner shall have the right to terminate this Agreement in the manner provided by Minn. Stat. Sec. 559.21 (inclusive of a minimum 30-day notice and right to cure) as its sole and exclusive remedy. In no event shall Owner shall have any right to assert any claim for monetary or other compensatory damages against the Authority with respect to any alleged breach of this Agreement by the Authority and Owner will not be entitled to recover damages of any kind, including lost profits and direct, indirect, incidental, consequential, or punitive damages arising from any such breach. If Owner defaults in performance of its obligations under this Agreement, the Authority may take any action, including legal or administrative action, in law or equity, which may appear necessary or desirable to enforce performance and observance of any obligation, agreement or covenant of Owner under this Agreement. 11. Term. The rights and other interests granted hereby, and each reservation, covenant, condition and restriction contained in this Agreement, shall be effective as of the date hereof, shall remain in effect until the earlier to occur of the following events: (a) the Closing; (b) the Authority affirmatively terminates this Agreement in writing in its sole and absolute discretion, which such termination shall be evidenced by the recording of a release or termination of this Agreement in the real estate records of Hennepin County, Minnesota, at which time this Agreement shall terminate; (c) this Agreement is terminated by Owner as a result of an uncured default by the Authority under Section 10 hereof; (d) the Option Deadline, if, and only if, as of the Option Deadline the Authority has not yet delivered its Election Notice and it is entitled to do so hereunder, in which event, this Agreement shall automatically terminate and be of no further force and effect without the necessity of further action or instrument; (e) the Commencement of the Commercial Element on Site B, in which event, this Agreement shall automatically terminate and be of no further force and effect without the necessity of further action or instrument; provided, however, at financial closing for the Commercial M-1 - 5 4854-5979-4981\3 Element, the Authority will deliver an executed and recordable release of this Agreement into escrow with the title company administering such closing and authorize the recording of such release upon the occurrence of such Commencement. 12. Notices. Except as otherwise expressly provided in this Agreement, a notice, demand or other communication under this Agreement by any party to any other shall be sufficiently given or delivered if it is (a) dispatched by registered or certified mail, postage prepaid, return receipt requested, (b) sent by recognized overnight courier (such as Federal Express), or (c) delivered personally, as follows: In the case of Owner: At the address of record for real property tax assessment notices with respect to the applicable parcel(s) of the Property In the case of the Authority: Housing and Redevelopment Authority of Edina, Minnesota Attention: Executive Director 4801 West 50th Street Edina, MN 55424 with a copy to: Dorsey & Whitney LLP Attn: Jay Lindgren 50 South Sixth Street, Suite 1500 Minneapolis, MN 55402 or at such other address with respect to any such party as that party may, from time to time, designate in writing and forward to the other, as provided in this Section. 13. Successors and Assigns. The rights and other interests granted hereby and each reservation, covenant, condition and restriction contained in this Agreement will run with the land and will be binding upon, and inure to the benefit of, as the case may be, Owner and the Authority and their respective successors and assigns. The Authority, its successors and assigns, may assign or otherwise transfer its interest under this Agreement to any other public entity (including, without limitation, the Authority) without the consent of Owner. Owner may transfer the Property and assign its interest under this Agreement to a transferee subject to the terms and conditions of the Redevelopment Agreement. Except as provided in this Section 12, neither party may assign or otherwise transfer its interest under this Agreement without the other parties’ prior written consent. 14. Waiver. The waiver by any party hereto of any breach or default of any provisions anywhere contained in this Agreement shall not be deemed to be a waiver of any subsequent breach or default thereof. No provision of this Agreement shall be deemed to have been waived by any party hereto unless such waiver is in writing and signed by the party charged with any such waiver. 15. Joinder; Permitted Encumbrance. Except for the mortgagee consent attached hereto, Owner represents and warrants that this Agreement does not require the joinder or approval of any other person and each of the parties respectfully has the full, unrestricted and exclusive legal right and power to enter into this Agreement for the term and upon the provisions herein recited and for the use and purposes hereinabove set forth. Owner shall cause this Agreement to constitute a permitted encumbrance under any loan agreement heretofore or hereafter entered into between Owner and any construction lender or permanent lender and for the rights of any such lender to be subordinated to this Agreement and the Authority’s rights and interests hereunder. M-1 - 6 4854-5979-4981\3 16. Amendments. Except as otherwise herein provided, and not otherwise, no subsequent alteration, amendment, change, waiver, discharge, termination, deletion, or addition to this Agreement shall be binding upon either party unless in writing and signed by both parties. 17. Attorneys’ Fees. In case any action at law or in equity, including an action for declaratory relief, is brought against Owner to enforce the provisions of this Agreement, Owner agrees to pay the reasonable attorneys’ fees and other reasonable expenses paid or incurred by the Authority in connection with the action. 18. Governing Law. This Agreement is governed by the laws of the state of Minnesota and, where applicable, the laws of the United States of America. 19. Severability. If any provisions hereof shall be invalid, illegal or unenforceable, the validity, legality and enforceability of the remaining portions shall not in any way be affected or impaired. 20. Counterparts. This Agreement may be executed in any number of counterparts, each of which shall constitute one and the same instrument. 21. Memorandum of Agreement. Neither party shall cause this Agreement to be recorded or filed in the real estate records of Hennepin County. However, Owner shall cause a memorandum of this Agreement to be so recorded or filed in the form attached as Exhibit A. At the time of execution of this Agreement the parties hereto will also execute and acknowledge such memorandum of this Agreement. [Remainder of page intentionally left blank; signature pages follow] M-1 - 7 [Signature Page to Purchase Right Agreement (7001 France - Site B and C)] 4854-5979-4981\3 IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be duly executed as of the day and year first above written. AUTHORITY: HOUSING AND REDEVELOPMENT AUTHORITY OF EDINA, MINNESOTA By: ______________________________ James B. Hovland, Chair By: ______________________________ James Pierce, Secretary STATE OF MINNESOTA ) ) ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this ____ day of June, 2022, by James B. Hovland and James Pierce, the Chair and Secretary, respectively, of the Housing and Redevelopment Authority of Edina, Minnesota, on behalf of said Authority. ______________________________________ Notary Public M-1 - 8 [Signature Page to Purchase Right Agreement (7001 France - Site B and C)] 4854-5979-4981\3 OWNER: MDI France Avenue, LLC, a Minnesota limited liability company By: _________________________________________ Name: _______________________________________ Its: __________________________________________ STATE OF _______________ ) ) ss. COUNTY OF ______________ ) The foregoing instrument was acknowledged before me this ___ day of June, 2022, by ____________________, the _______________ of MDI France Avenue, LLC, a Minnesota limited liability company, on behalf of the company. Notary Public THIS DOCUMENT WAS DRAFTED BY: Dorsey & Whitney LLP 50 South Sixth Street, Suite 1500 Minneapolis, MN 55402-1498 M-1 - 9 [Exhibit A to Purchase Right Agreement (7001 France - Site B and C)] 4854-5979-4981\3 Exhibit A Memorandum of Agreement [To be inserted.] M-1 - 10 4854-5979-4981\3 CONSENT AND SUBORDINATION The undersigned, ___________________, a ___________________, holder of that certain [Mortgage] executed by ________________________, a ________________________, dated ________________, 20____, filed ________________, 20____, as Document No. ___________, in the office of the County Recorder in and for Hennepin County, Minnesota, and filed ________________, 20____, as Document No. ___________, in the office of the Registrar of Titles in and for Hennepin County, Minnesota, in favor of ________________ (the “Mortgage”), hereby consents to the foregoing Purchase Right Agreement (7001 France Avenue – Site B and C) (the “Easement Agreement”), and hereby subjects and subordinates the Mortgage and all of its right, title and interest in and to the Easement Agreement. ___________________________________, a ___________________ By: _________________________________________ Name: _______________________________________ Title: ________________________________________ STATE OF ______________ ) ) ss. COUNTY OF ______________ ) The foregoing instrument was acknowledged before me this ____ day of ____________, 20______, by ____________________, the _________________ of ___________________, a ___________________, on behalf of the ___________________. ____________________________________________ Notary Public M-2 - 1 4878-3085-1873\3 Exhibit M-2 Form of Future Site C Purchase Right Agreement PURCHASE RIGHT AGREEMENT (Future) (7001 France Avenue – Site B and C) THIS PURCHASE RIGHT AGREEMENT (this “Agreement”) is made and entered into this ___ day of ____________, 202___ (“Effective Date”), by and among the Housing and Redevelopment Authority of Edina, Minnesota, a public body corporate and politic organized and existing under the laws of the State of Minnesota (the “Authority”), and [to be the current owner(s) of the Property] (“Owner”). RECITALS: A. Owner is the current fee owner of that certain real property located at or about the intersection of France Avenue and 70th Street West, in Edina, Minnesota and legally described as (i) Lot l, Block 1, A M N Addition, Hennepin County, Minnesota (referred to herein as “Site B”) and (ii) Lot 3, Block 1, A M N Addition, Hennepin County, Minnesota (referred to herein as “Site C”, together with Site B, collectively, the “Property”). B. The Property is located within the 70th and France Tax Incremental Financing District, established by the Authority pursuant to Resolution No. 2022-05 (the “TIF District”). C. The Authority, the City of Edina, Minnesota, a Minnesota municipal corporation (the “City”), and Owner, as “Developer”, are parties to that certain Redevelopment Agreement (7001 France Avenue – Site B and C) dated June 30, 2022 (the “Redevelopment Agreement”), which Redevelopment Agreement provides for the redevelopment by Owner of the Property with certain “Minimum Improvements” which are anticipated to consist of (i) a office/retail containing seven (7) stories and approximately 242,000 rentable square feet of leasable space, one level of underground parking that is exclusively for the use of building tenants, and related site improvements (collectively, the “Commercial Element”) all to be located on Site B, and (ii) an 8-level, approximately 170,357 gross square feet district parking facility with approximately 540 parking stalls (including public parking stalls) and an approximately 1,300 square foot bicycle facility and including an on-site solar array (collectively, the “District Parking Facility”) all to be located on Site C. D. The Redevelopment Agreement further sets forth the terms and conditions upon which the City and Authority will provide Owner with certain tax increment financing from the TIF District to assist in the redevelopment of the Property with the Minimum Improvements. A. The City, Authority and Owner have agreed in the Redevelopment Agreement that the Authority shall have a future right to purchase Site C and the improvements thereon (including the District Parking Facility if then constructed) upon the occurrence of certain conditions more particularly described herein. NOW, THEREFORE, in consideration of the premises and the mutual obligations of the parties hereto, each of them does hereby covenant and agree with the others as follows: M-2 - 2 4878-3085-1873\3 1. Recitals; Definitions. The Recitals are true and correct statements of fact and are incorporated into this Agreement by this reference, including the definitions set forth therein. Each capitalized term used herein and the Recitals, unless otherwise defined, shall have the respective meaning ascribed to such term in the Redevelopment Agreement. 2. Purchase Right. Upon and subject to the terms hereof, Owner hereby grants to the Authority, and the Authority hereby accepts, the right (the “Purchase Right”) to acquire Owner’s fee title interest in Site C, together with all improvements thereon and easements and other rights benefiting or appurtenant thereto (collectively, the “Option Property”), for a purchase price of $1.00 (the “Purchase Price”). The Authority may exercise the Purchase Right by the Authority giving written notice to Owner of the Authority’s election to exercise the Purchase Right (the “Election Notice”) at any time after the occurrence of any of the following events: (a) Owner determines to no longer provide parking on Site C to benefit Site B and the Commercial Element at the levels described in the Redevelopment Agreement; or (b) Owner fails to maintain the District Parking Facility in a manner that allows ongoing safe use and occupancy of the District Parking Facility in accordance with the terms of the Parking Easement Agreement and such failure continues beyond the applicable notice and cure period set forth in the Parking Easement Agreement. The determination of safe occupancy shall be made by the Chief Building Official or other authority having jurisdiction based upon building, fire and safety codes and related law applicable to the Option Property. 3. Owner Obligations. In connection with the Purchase Right, Owner shall: (a) within 15 days after receipt of the Election Notice, deliver to the Authority a current commitment (the “Commitment”) for an ALTA Form Owner’s Policy of Title Insurance (“Title Policy”) insuring title to the Option Property issued by a reputable title company (the “Title Company”), legible copies of all documents cited, raised as exceptions or noted in the title commitment and Owner’s most recent survey of the Option Property; (b) at Closing, deliver the Option Property free and clear of all liens, tenancies, encumbrances, and other interests except those approved by the Authority in its sole and absolute discretion (the “Permitted Encumbrances”) (provided, if necessary, at Closing, the City, the Authority, and Owner, as applicable, shall join in a partial release of the Redevelopment Agreement). Notwithstanding the foregoing, the Parking Easement Agreement will be a Permitted Encumbrance. 4. Closing. The closing of the Purchase Right (the “Closing”) shall occur on a date mutually acceptable to the Authority and Owner, but no later than 120 days after the Authority delivers its Election Notice to Owner (the “Closing Date”). Owner shall deliver exclusive possession of the Option Property to the Authority on the Closing Date, subject only to Permitted Encumbrances. 5. Closing Deliveries. (a) Owner’s Closing Deliveries. On the Closing Date, Owner shall execute and deliver to the Authority the following, all in form and content reasonably satisfactory to the Authority: (i) a limited warranty deed (the “Deed”) conveying the Option Property to the Authority subject only to the Permitted Encumbrances; (ii) a non-foreign affidavit, properly executed, containing such information as is required by Internal Revenue Code Section 1445(b)(2) and its regulations; and (iii) such affidavits, certificates or other documents as may be reasonably required by the Title M-2 - 3 4878-3085-1873\3 Company in order to record the Deed and issue the Title Policy, subject only to Permitted Encumbrances. (b) The Authority’s Closing Deliveries. On the Closing Date, the Authority will execute and/or deliver to Owner the following: (i) Purchase Price; and (ii) such affidavits, certificates or other documents as may be reasonably required by Title Company in order to record the Deed and issue the Title Policy. 6. Prorations. Owner and the Authority agree to the following prorations and allocation of costs regarding this Agreement and Option Property acquired by the Authority: (a) Title Charges and Closing Fee. Owner shall pay the cost of the Title Commitment and removing any title defects or encumbrances which are not Permitted Encumbrances. The Authority will pay all title insurance premiums required for the issuance of the Title Policy, including the cost of all additional endorsements thereto. Owner will pay any closing fee or charge imposed by Title Company. (b) Taxes. Owner shall pay all state deed tax or transfer tax or fee payable in connection with this transaction. Special assessments, if any, shall be paid in full by Owner on or before the Closing Date. Real estate taxes shall be prorated as of the Closing Date. Accordingly, Owner shall pay all real estate taxes due and payable up to the Closing Date and the Authority shall pay all real estate taxes due and payable on and after the Closing Date. (c) Other Income and Expenses. All income (including, without limitation, rents) and other expenses shall be prorated and adjusted as of the Closing Date. (d) Attorney’s Fees. Each of the parties will pay its own attorney’s fees. 7. Warranties and Representations by Owner. Owner warrants and represents to the Authority as follows: (a) Owner has the requisite power and authority (including all necessary approvals and authorizations) to enter into and perform this Agreement and those closing documents to be signed by it; such documents have been duly authorized by all necessary action on the part of Owner and have been or will be duly executed and delivered; such execution, delivery and performance by Owner of such documents does not and will not conflict with or result in a violation of any judgment, order, or decree of any court or arbiter to which Owner is a party, or any law, statute, rule or regulation by which Owner is bound; such documents are and will be valid and binding obligations of Owner, and are and will be enforceable in accordance with their terms. (b) As of the Closing Date, the Option Property is free and clear of all encumbrances, except the Permitted Encumbrances. 8. Condemnation; Casualty. If eminent domain proceedings are commenced against all or a part of the Option Property, or if all or a substantial part of the Option Property is damaged by fire or other casualty, on or before the Closing Date, Owner shall immediately give written notice to the Authority, and the Authority shall have the right to terminate any exercised Purchase Right by giving written notice of such termination to Owner within 30 days after Owner’s notice of such proceedings is given to the Authority. If the Authority shall fail to give such notice, then the parties shall proceed to Closing, and Owner shall assign to the Authority all rights to appear in and receive any award from such proceedings and/or any insurance proceeds, as applicable. M-2 - 4 4878-3085-1873\3 9. Remedies. If the Authority defaults in performance of its obligations under the Purchase Right, Owner shall have the right to terminate this Agreement in the manner provided by Minn. Stat. Sec. 559.21 (inclusive of a minimum 30-day notice and right to cure) as its sole and exclusive remedy. In no event shall Owner shall have any right to assert any claim for monetary or other compensatory damages against the Authority with respect to any alleged breach of this Agreement by the Authority and Owner will not be entitled to recover damages of any kind, including lost profits and direct, indirect, incidental, consequential, or punitive damages arising from any such breach. If Owner defaults in performance of its obligations under this Agreement, the Authority may take any action, including legal or administrative action, in law or equity, which may appear necessary or desirable to enforce performance and observance of any obligation, agreement or covenant of Owner under this Agreement. 10. Term. The rights and other interests granted hereby, and each reservation, covenant, condition and restriction contained in this Agreement, shall be effective as of the date hereof, shall be perpetual, and shall remain in effect until Closing, until affirmatively released by the Authority in writing, or if this Agreement is terminated by Owner as a result of an uncured default by the Authority under Section 9 hereof. Any release of this Agreement by the Authority shall be evidenced by the recording of a release or termination of this Agreement in the real estate records of Hennepin County, Minnesota, at which time this Agreement shall terminate. 11. Notices. Except as otherwise expressly provided in this Agreement, a notice, demand or other communication under this Agreement by any party to any other shall be sufficiently given or delivered if it is (a) dispatched by registered or certified mail, postage prepaid, return receipt requested, (b) sent by recognized overnight courier (such as Federal Express), or (c) delivered personally, as follows: In the case of Owner: At the address of record for real property tax assessment notices with respect to the applicable parcel(s) of the Property In the case of the Authority: Housing and Redevelopment Authority of Edina, Minnesota Attention: Executive Director 4801 West 50th Street Edina, MN 55424 with a copy to: Dorsey & Whitney LLP Attn: Jay Lindgren 50 South Sixth Street, Suite 1500 Minneapolis, MN 55402 or at such other address with respect to any such party as that party may, from time to time, designate in writing and forward to the other, as provided in this Section. 12. Successors and Assigns. The rights and other interests granted hereby and each reservation, covenant, condition and restriction contained in this Agreement will run with the land and will be binding upon, and inure to the benefit of, as the case may be, Owner and the Authority and their respective successors and assigns. The Authority, its successors and assigns, may assign or otherwise transfer its interest under this Agreement to any other public entity (including, without limitation, the Authority) without the consent of Owner. Owner may transfer the Property and assign its interest under this Agreement to a transferee subject to the terms and conditions of the Redevelopment Agreement. Except as provided in this Section 12, neither party may assign or otherwise transfer its interest under this Agreement without the other parties’ prior written consent. M-2 - 5 4878-3085-1873\3 13. Waiver. The waiver by any party hereto of any breach or default of any provisions anywhere contained in this Agreement shall not be deemed to be a waiver of any subsequent breach or default thereof. No provision of this Agreement shall be deemed to have been waived by any party hereto unless such waiver is in writing and signed by the party charged with any such waiver. 14. Joinder; Permitted Encumbrance. Except for the mortgagee consent attached hereto, Owner represents and warrants that this Agreement does not require the joinder or approval of any other person and each of the parties respectfully has the full, unrestricted and exclusive legal right and power to enter into this Agreement for the term and upon the provisions herein recited and for the use and purposes hereinabove set forth. Owner shall cause this Agreement to constitute a permitted encumbrance under any loan agreement heretofore or hereafter entered into between Owner and any construction lender or permanent lender and for the rights of any such lender to be subordinated to this Agreement and the Authority’s rights and interests hereunder. 15. Amendments. Except as otherwise herein provided, and not otherwise, no subsequent alteration, amendment, change, waiver, discharge, termination, deletion, or addition to this Agreement shall be binding upon either party unless in writing and signed by both parties. 16. Attorneys’ Fees. In case any action at law or in equity, including an action for declaratory relief, is brought against Owner to enforce the provisions of this Agreement, Owner agrees to pay the reasonable attorneys’ fees and other reasonable expenses paid or incurred by the Authority in connection with the action. 17. Governing Law. This Agreement is governed by the laws of the state of Minnesota and, where applicable, the laws of the United States of America. 18. Severability. If any provisions hereof shall be invalid, illegal or unenforceable, the validity, legality and enforceability of the remaining portions shall not in any way be affected or impaired. 19. Counterparts. This Agreement may be executed in any number of counterparts, each of which shall constitute one and the same instrument. 20. Memorandum of Agreement. Neither party shall cause this Agreement to be recorded or filed in the real estate records of Hennepin County. However, Owner shall cause a memorandum of this Agreement to be so recorded or filed in the form attached as Exhibit A. At the time of execution of this Agreement the parties hereto will also execute and acknowledge such memorandum of this Agreement. [Remainder of page intentionally left blank; signature pages follow] M-1 - 6 [Signature Page to Purchase Right Agreement (7001 France - Site B and C)] 4878-3085-1873\3 IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be duly executed as of the day and year first above written. AUTHORITY: HOUSING AND REDEVELOPMENT AUTHORITY OF EDINA, MINNESOTA By: ______________________________ ____________________, Chair By: ______________________________ ____________________, Secretary STATE OF MINNESOTA ) ) ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this ____ day of ____________________, 202___, by ____________________and ____________________, the Chair and Secretary, respectively, of the Housing and Redevelopment Authority of Edina, Minnesota, on behalf of said Authority. ______________________________________ Notary Public M-1 - 7 [Signature Page to Purchase Right Agreement (7001 France - Site B and C)] 4878-3085-1873\3 OWNER: __________________________ By: _________________________________________ Name: _______________________________________ Its: _________________________________________ STATE OF _______________ ) ) ss. COUNTY OF _____________ ) The foregoing instrument was acknowledged before me this ___ day of _______________, 202___, by _______________, the ______________________________ of _______________________________, a ________________________, on behalf of the ________________________. Notary Public THIS DOCUMENT WAS DRAFTED BY: Dorsey & Whitney LLP 50 South Sixth Street, Suite 1500 Minneapolis, MN 55402-1498 M-1 - 8 [Signature Page to Purchase Right Agreement (7001 France - Site A)] 4878-3085-1873\3 Exhibit A Memorandum of Agreement [To be inserted.] M-2 - 9 4878-3085-1873\3 CONSENT AND SUBORDINATION The undersigned, ___________________, a ___________________, holder of that certain [Mortgage] executed by ________________________, a ________________________, dated ________________, 20____, filed ________________, 20____, as Document No. ___________, in the office of the County Recorder in and for Hennepin County, Minnesota, and filed ________________, 20____, as Document No. ___________, in the office of the Registrar of Titles in and for Hennepin County, Minnesota, in favor of ________________ (the “Mortgage”), hereby consents to the foregoing Purchase Right Agreement (7001 France Avenue – Site B and C) (the “Easement Agreement”), and hereby subjects and subordinates the Mortgage and all of its right, title and interest in and to the Easement Agreement. ___________________________________, a ___________________ By: _________________________________________ Name: _______________________________________ Title: ________________________________________ STATE OF ______________ ) ) ss. COUNTY OF ______________ ) The foregoing instrument was acknowledged before me this ____ day of ____________, 20______, by ____________________, the _________________ of ___________________, a ___________________, on behalf of the ___________________. ____________________________________________ Notary Public N-1 4886-5131-9333\2 Exhibit N Form of Temporary Use Restriction DECLARATION OF RESTRICTIVE COVENANTS (7001 France Avenue - Sites B and C) THIS DECLARATION OF RESTRICTIVE COVENANTS (this “Declaration”) is made and entered into as of this _____ day of _______, 2022, by MDI France Avenue, LLC, a Minnesota limited liability company (“Developer”), in favor of the Housing and Redevelopment Authority of Edina, Minnesota, a public body corporate and politic organized and existing under the laws of the State of Minnesota (the “Authority”). RECITALS: A. Developer is the fee owner of the real property legally described as: (i) Lot 1, Block 1, A M N Addition, Hennepin County, Minnesota (referred to herein as “Site B”) and (ii) Lot 3, Block 1, A M N Addition, Hennepin County, Minnesota (referred to herein as “Site C”, and, together with Site B, collectively, the “Property”). B. Developer, the Authority, and the City of Edina, Minnesota (the “City”), are parties to that certain Redevelopment Agreement (7001 France Avenue - Sites B and C) dated June 30, 2022 (as may be amended, modified, and/or supplemented from time-to-time, the “Redevelopment Agreement”). C. The Property is located within the 70th and France Tax Incremental Financing District, established by the Authority pursuant to Resolution No. 2022-05, in coordination with the Authority and with the cooperation and assistance of the City. D. The Redevelopment Agreement provides for the expenditure of certain public funds to assist in the redevelopment of the Property with certain “Minimum Improvements” consisting generally of the following and more particularly described in the Redevelopment Agreement: (i) on Site B, a commercial element containing seven (7) stories and approximately 242,000 rentable square feet of office/retail space, and one (1) level of underground parking that is exclusively for the use of building tenants (the “Commercial Element”), and including an approximately 7,500 square foot ground-level, outdoor public space and amenity area generally located in the southeast corner of Site B and an approximately 10,000 square foot ground-level, outdoor public space and amenity area generally located along France Avenue on Site B; and (ii) on Site C, an 8-level, approximately 170,357 gross square feet district parking facility with approximately 540 parking and related amenities (collectively, the “District Parking Facility”). E. Developer desires to comply with the Redevelopment Agreement by entering into the restrictive covenants set forth in this Declaration, each and all of which is and are for the benefit of the Authority. N-2 4886-5131-9333\2 NOW, THEREFORE, Developer hereby declares that that Property is and shall be held, subject to and together with the restrictions hereinafter set forth. 1. Recitals; Definitions. The foregoing Recitals are true and correct statements of fact and are incorporated into this Amendment by this reference, including the definitions set forth therein. Unless otherwise defined herein or unless context requires otherwise, undefined terms used herein shall have the meanings set forth in the Redevelopment Agreement. All defined terms may be used in the singular or the plural, as the context requires. 2. Site B Temporary Use Restriction. During the term of this Declaration, Site B may only be developed and improved with a first-class office, medical office and/or other commercial building containing at least 150,000 square feet of leasable space and being at least five (5) stories tall (above ground) (a “Site B Permitted Development”). Any Site B Permitted Development must include outdoor plaza(s) containing at least 10,000 square feet, to be constructed and maintained by Developer and open to the general public. No Site B Permitted Development may include a drive-thru facility. Any Site B Permitted Development is subject to the review and approval of the City Council in accordance with the ordinances of the City. The restrictions on Site B set forth in this Section shall automatically terminate and be of no further force and effect without the necessity of further action or instrument upon the earlier to occur of (a) actual physical construction of building footings and foundations begins on a Site B Permitted Development (which may include, without limitation, the Commercial Element), (b) the Authority takes fee title to Site C pursuant to its Site C Purchase Right, and (c) the Outside Termination Date (defined below). At financial closing for a Site B Permitted Development, the Authority will deliver an executed and recordable release of the restrictions on Site B set forth in this Section into escrow with the title company administering such closing and authorize the recording of such release upon the occurrence of such actual physical construction described above. 3. Site C Temporary Use Restriction. During the term of this Declaration, Site C may only be developed and improved with a first-class multi-level parking structure including at least 400 parking stalls that are available for public parking in a manner consistent with the District Parking under the Redevelopment Agreement (a “Site C Permitted Development”). Any Site C Permitted Development is subject to the review and approval of the City Council in accordance with the ordinances of the City. The restrictions on Site C set forth in this Section shall automatically terminate and be of no further force and effect without the necessity of further action or instrument upon the earlier to occur of (a) actual physical construction of building footings and foundations begins on a Site C Permitted Development (including, without limitation, the District Parking Facility) and (b) the Outside Termination Date (defined below). At financial closing for a Site C Permitted Development, the Authority will deliver an executed and recordable release of the restrictions on Site B set forth in this Section into escrow with the title company administering such closing and authorize the recording of such release upon the occurrence of such actual physical construction described above. 4. Other Projects. For avoidance of doubt, the Authority shall have no obligation to terminate this Declaration and/or waive any restrictions set forth herein if Developer seeks to develop and improve either Site B or Site C in a manner which does not meet the requirements of a Site B Permitted Development or a Site C Permitted Development, as applicable hereunder, even if such other project is approved by the City Council in accordance with the ordinances of the City. 5. Conditions to TIF Assistance. Nothing herein shall be deemed a waiver or modification of any of the terms, requirements, and/or conditions to the Authority providing TIF Assistance under the Redevelopment Agreement, including, without limitation, the Developer must construct the Minimum Improvements in order to obtain the TIF Assistance contemplated in the Redevelopment Agreement. N-3 4886-5131-9333\2 6. Outside Termination Date. This Declaration and the restrictions set forth herein shall automatically expire and be of no further force and effect without the necessity of further action or instrument on December 31, 2028 (the “Outside Termination Date”). 7. Authority Waiver of Restrictive Covenant. If neither the Minimum Improvements nor a Site B Permitted Development and Site C Permitted Development are constructed during the term of this Declaration, the Authority may, in its sole discretion, but shall have no obligation to, affirmatively release, in whole or in part, this Declaration and/or and the restrictions set forth herein, by the recording a release or partial release of this Declaration in the real estate records of Hennepin County, Minnesota. 8. Run with the Land. The terms and covenants contained in this Declaration shall run with the land and shall burden the Property and all present and future owners or occupants of the Property, for the benefit of the Authority. 9. Remedies. The Authority and its successors and assigns shall have all remedies available to the Authority at law or in equity if Developer breaches any provision of this Declaration including, without limitation, the right to damages, specific performance, and injunctive relief. 10. Severability. The invalidity of any covenant, restriction, condition, limitation, provision, paragraph or clause of this Declaration, or any part of the same, or the application thereof to any person or circumstance, shall not impair or affect in any manner the validity, enforceability or effect of the rest of this Declaration, or the application of any such covenant, restriction, condition, limitation, provision, paragraph or clause to any other person or circumstance. 11. Non-Waiver. The failure of a party to insist upon the strict performance of any of the terms, covenants or conditions hereof shall not be deemed a waiver of any rights or remedies which that party may have under this Declaration or at law or in equity and shall not be deemed a waiver of any subsequent breach or default in any of the terms, covenants or conditions. No breach of this Declaration shall entitle a party to cancel, rescind or otherwise terminate this Declaration; provided, however such limitation shall not affect in any manner any other right or remedies which such party may have by reason of any such breach. 12. Modification of Declaration. Except as provide in Section 7, this Declaration may be modified, rescinded or amended in whole or in part only by an agreement in writing and in recordable form, executed by the then owner(s) of the Property and the Authority. 13. Notices. A notice, demand or other communication under this Declaration shall be sufficiently given or delivered if it is (a) dispatched by registered or certified mail, postage prepaid, return receipt requested, (b) sent by recognized overnight courier (such as Federal Express), or (c) delivered personally, as follows: In the case of Owner: At the address of record for real property tax assessment notices with respect to the Property, or at such other address as either party shall have specified by written notice delivered in accordance with this section. In the case of the Authority: Housing and Redevelopment Authority of Edina, Minnesota Attention: Executive Director 4801 West 50th Street Edina, MN 55424 N-4 4886-5131-9333\2 with a copy to: Dorsey & Whitney LLP Attn: Jay Lindgren 50 South Sixth Street, Suite 1500 Minneapolis, MN 55402 or at such other address with respect to any such party as that party may, from time to time, designate in writing and forward to the other, as provided in this Section. 14. Attorneys’ Fees and Legal Costs. In any proceeding to enforce this Declaration, all reasonable attorneys’ fees, paralegal costs and legal expenses and costs of the prevailing party or parties in such proceeding shall be paid by the non-prevailing party or parties, and the non-prevailing parties shall be jointly and severally liable therefor. 15. Joinder; Permitted Encumbrance. Except for the mortgagee consent attached hereto, Owner represents and warrants that this Declaration does not require the joinder or approval of any other person and each of the parties respectfully has the full, unrestricted and exclusive legal right and power to enter into this Declaration for the term and upon the provisions herein recited and for the use and purposes hereinabove set forth. Owner shall cause this Declaration to constitute a permitted encumbrance under any loan agreement heretofore or hereafter entered into between Owner and any construction lender or permanent lender and for the rights of any such lender to be subordinated to this Declaration and the Authority’s rights and interests hereunder. 16. Governing Law. This Declaration shall be governed by and construed in accordance with the laws of the State of Minnesota, without giving effect to the principles of conflict of laws. 17. Counterparts. This Declaration may be executed separately in counterparts which, when taken together, shall constitute one and the same instrument. [Remainder of page intentionally left blank; signature pages follow] N-5 [Signature Page to Declaration of Restrictive Covenants (7001 France Avenue – Sites B and C) 4886-5131-9333\2 IN WITNESS WHEREOF, Developer has caused this Declaration to be executed as of the day and year first written above. MDI France Avenue, LLC, a Minnesota limited liability company By: _________________________________________ Name: _______________________________________ Its: __________________________________________ STATE OF _______________ ) ) ss. COUNTY OF ______________ ) The foregoing instrument was acknowledged before me this ___ day of ___________, 2022, by ____________________, the _______________ of MDI France Avenue, LLC, a Minnesota limited liability company, on behalf of the company. ____________________________________________ Notary Public N-6 [Signature Page to Declaration of Restrictive Covenants (7001 France Avenue – Sites B and C) 4886-5131-9333\2 Housing and Redevelopment Authority of Edina, Minnesota By: ______________________________ James B. Hovland, Chair By: ______________________________ James Pierce, Secretary STATE OF MINNESOTA ) ) ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this ____ day of June, 2022, by James B. Hovland and James Pierce, the Chair and Secretary, respectively, of the Housing and Redevelopment Authority of Edina, Minnesota, on behalf of said Authority. ______________________________________ Notary Public THIS DOCUMENT WAS DRAFTED BY: Dorsey & Whitney LLP 50 South Sixth Street, Suite 1500 Minneapolis, MN 55402-1498 The CITY ofEDINA 7001 France Avenue Phase 1 and Phase 2 Tax Increment Financing Redevelopment Agreements Report to: Edina City Council June 21, 2022 www.EdinaMN.gov The CITY ofEDINA 2 Request for TIF -Summary gap TIF Advisors confirmed a $22 M budget gap that hinders a private redevelopment project of this scale and quality Staff negotiated terms by which TIF could be used to deliver public benefits; HRA approved Term Sheet February 2022 City Council created TIF District March 2022 Two Redevelopment Agreements have been prepared based on the approved terms Staff recommends approval of both Agreements The CITY ofEDINAProject Location & District Boundaries 3 The CITY ofEDINAExisting Conditions 4 Commercial site qualifies as 15 yearRenewal TIF District The CITY ofEDINADevelopers 5 Brent Webb, Development Executive Ted Carlson, Founder, CIO The CITY ofEDINA 6 Site BOffice Site AResidential Site CParking Site Plan with Four Parcels Preliminary Zoning Approved Nov. 16, 2021 Final zoning anticipated June 21, 2022 The CITY ofEDINAPhases 1 & 2 Daytime Rendering 7 The CITY ofEDINAPhases 1 & 2 Dusk Rendering 8 The CITY ofEDINAPhases 1 & 2 Birds Eye Rendering 9 The CITY ofEDINAPhase 2 Plaza Rendering 10 The CITY ofEDINAPhase 2: Site C Parking Renderings 11 The CITY ofEDINAMany Public Benefits Possible 12 •NEW street grid layout •NEW structured parking for shared use •-public easement (limited) •-Conversion to fee title ownership if parking no longer needed •NEW public plaza •Other Contributions •-property tax base •-park dedication fees •-SAC/WAC •-housing trust fund •FIRST project to apply Southdale Design Guidelines •FIRST to apply new Sustainability Policy •FIRST new multi-tenant Class A office building in 20+ years •- post-pandemic design •-attract new tenants and new employees The CITY ofEDINA •Economic development financing tool used throughout the U.S. •Governed by Minnesota Statute •Enabled by City Council •“Tax Increment” Financing - uses growth in property tax base to fund private investment and public infrastructure 13 What is TIF? Growth of Property Tax Base “Incremental Taxes” remain in TIF District Original + Market Value Taxes available to all agencies Original + Incremental Taxes available to all agencies Year 1 Year 15 Year 26 Year 40+ $14.9M $184.8 M The CITY ofEDINA 14 Staff Evaluation –Tax Base Growth Current conditions (2022) Estimate after redevelopment(2026) Estimated Growth Estimated Market Value $14.9 M $184.8 M 12x Annual Property Taxes Paid $484,579 $2,467,494 5x •This degree of growth would not happen if the site was remodeled or rebuilt as a simple commercial structure •Redevelopment projects of this scale and caliber deliver a tremendous boost to the tax base •Without TIF, the proposed project does not appear to be viable The CITY ofEDINA 15 Phase 1Residential and site work -Demo: Q2 to Q4 2023 -Site prep: Q2 2023 to Q1 2024 -Construction Q1 2023 to Q3 2025 -Occupancy: Q1 to Q4 2025 Phase 1: Site A Development -Residential and Site Work The CITY ofEDINA 16 Sources, Uses & Returns Phase I –Site Work and Site A (housing) Uses of Funds Amount Land acquisition $ 7.0 M 5% Hard Costs / Construction $103.1 M 74% Permits/fees $ 7.5 M 5% Soft Costs $ 2.7 M 2% Financing Costs $ 5.1 M 4% Developer Fee $ 4.8 M 3.5% cap Escrow / Reserves $ 8.5 M 6% Total $138.7 M Source of Funds Amount First mortgage $ 90.2 M Other loan $ 4.5 M Total Debt $ 94.7 M 68% Grants $ 0.5 M Equity partner $ 43.5 M 31% Total $138.7 M Without TIF, Cash on Cost returns = 5.08% … BELOW the threshold With TIF,returns capped at 6.00% … SATISFYING the threshold to proceed The CITY ofEDINA 17 Phase 2Office, parking and plaza -Site Prep: Q2 2023 to Q3 2026 -Construction: Q2 2023 to Q3 2026 -Occupancy: Q3 2026 + Phase 2: Site B/C Development -Office and Parking The CITY ofEDINA 18 Sources, Uses & Returns Phase 2 –Site B/C (office and parking) Uses of Funds Amount Land acquisition $ 7.3 M 6% Hard Costs Shell & TI $ 83.1 M 72% Permits / fees $ 1.4 M 1% Soft Costs $ 5.0 M 4% Financing Costs $ 3.7 M 3% Developer Fee $ 4.0 M 3.5% cap Escrow / reserves $ 10.7 M 9% Total $115.3 M Source of Funds Amount First mortgage $ 74.9 M 65% Other loan $ 15.3 M 13%% Grants $ 0.5 M Equity $ 24.5 M 21% Total $115.3 M Without TIF, Cash on Cost returns = 6.66% … BELOW the threshold With TIF,returns capped at 8.00% … SATISFYING the threshold to proceed The CITY ofEDINA 19 (Potentially) Eligible TIF Costs per MN Statute •Follow Minnesota statutes regarding eligible expenses •Follow Edina policy regarding TIF reimbursement •Less than 45% of “eligible” costs will be “reimbursable” Statutory Eligible Expenses Estimated Cost Land Acquisition $12,000,000 Parking (structured)$15,494,364 (Ph I) $16,207,091 (Ph 2) Site prep, storm water $3,283,200 (Ph I)$1,927,841 (Ph 2) Storm water management $716,800 (Ph 1)$709,325 (Ph 2) Demolition and remediation $800,000 Public plaza with streetscape and art $1,133,005$ 300,000 City TIF advisors $ 200,000 TOTAL = $52.4+ million The CITY ofEDINA 20 TIF Reimbursable Expenses (3.2) Total Reimbursable Costs Approx. Cost Phase 1 Phase 2 1)Demolition, remediation $ 800,000 2)Site improvements including site prep, utilities, dewatering, internal roadways, surface parking, sidewalks, landscaping, streetscaping, stormwater $ 3,281,472 $ 3,816,272 3)Public plaza(s) on Site B $1,133,005 4)Public parking on Sites A & C $ 718,528 $12,050,722 5)City’s expenses for TIF study $ 200,000 Total = $5,000,000 $17,000,000 The CITY ofEDINAExpenses NOT eligible for TIF reimbursement 21 Description of In-eligible Work A Private (executive) parking for office building B Private (residential) parking for residential high rise C Construction costs of office building D Construction costs of residential high rise E Design & other soft costs of private buildings F Any costs of the single-story bank no T I F used for these items The CITY ofEDINA 22 Fundamental Terms for Private Investment 1.Developer secures debt and equity 1.-Phase I = $138.7 million 2.-Phase II = $115.3 million 2.Developer to pursue grants from DEED and Met. Council 3.Developer bears all financial risk 4.Budget to include contingency and escalation costs 5.Finance separately and build in two phases 1.-contingencies provided if Phase 2 not begun within 3 years 2.-temporary landscape,use restrictions,purchase option (Exh M-1 & N) The CITY ofEDINA 23 Terms of Public Financial Participation 1.City & HRA to issue Pay-Go TIF Notes upon completion of each phase 1.-NTE $5.0 million for Phase1 site prep and parking 2.-NTE $17.0 million for Phase 2 site prep, plaza and parking -Principal amount reviewed prior to issuance based on actual costs -Interest bearing NTE 4.25% -Combined NTE 10% of total cost -Payable over 15 years (max) 2.City & HRA bear NO financial risk 1.-Notes payable AFTER completion of each phase 2.-Notes payable only from incremental property taxes collected from site (base taxes still distributed to taxing agencies) The CITY ofEDINA 24 Clawbacks to Prevent Over Payment (3.4d) •Phase I: $5M Note: •-Lookback upon sale or 10 years after issuance earliest •-Note terminates and clawback applied if excess returns realized: 20% IRR in years 1 - 4 18% IRR in years 4 - 7 16% IRR in year 8 plus -Clawback is 50% of excess profit, not to exceed value of TIF Note •Phase 2:$17 M Note: •-Lookback upon sale or 10 years after issuance (earliest) •-Clawback applied if excess returns realized: 22% IRR in years 1 - 4 19% IRR in years 4 - 7 16% IRR in year 8 plus -Clawback is 50% of excess profit, not to exceed value of TIF Note -Note survives if clawback is less than balance due The CITY ofEDINAPublic Benefits -Subdivision of “Super Block” 25 •Site plan creates four separate building pads •Permanent easements for new private roads and sidewalks •- 71 st Street •-Ewing Avenue •-Drew Avenue •Increases level of connectivity •Distributes traffic among multiple routes •Provides access within the site •Creates future access routes for adjacent parcels The CITY ofEDINA 26 •Streetscape, sidewalks, landscaping along 70th St and France Ave •Streetscape, sidewalks, landscaping and on-street parking along interior roadways •Public plaza at 71st and Ewing •Permanent public easements •Privately owned, privately maintained •Allow Metro Transit bus stops Public Benefits –Public Realm, Streetscapes and Public Plaza The CITY ofEDINAPublic Benefits –Public Art (Section 4.7) 27 •Two public art sculptures along France Ave. •Two public art sculptures in interior plaza •One public art piece on 70th St. •Public easement to remain on site •Privately owned •Privately maintained •Selected with community input •$300,000+ budget The CITY ofEDINAPublic Benefits -Sustainability Features (Section 4.8) 28 •Apply Edina’s new Sustainability Building Policy •Site A = LEED certified •Site B = EnergyStar certified •Site C = ParkSmart certified •Solar Panels on Site C and solar-ready rooftops where practical •Electric Vehicle chargers in all sites •Stormwater Management for all sites The CITY ofEDINA 29 Public Benefits -District & Public Parking (Section 4.6 and Exhibit I) The CITY ofEDINAPublic Benefits –Site A District Parking (Exh I) 30 Available: 24 / 7 / 365 Reasonable time limits and restrictions The CITY ofEDINAPublic Benefits –Site C District Parking (Exh I) 31 43District Parking Available: 24 / 7 / 365 Reasonable time limits and restrictions The CITY ofEDINAPublic Benefits –Site C Public Parking (Exh I) 32 497 Public Parking Available: M-F late afternoon, evenings & nightsSat, Sun all dayHolidays all day Reasonable time limits and restrictions East-West Cross Section The CITY ofEDINA 33 Public Benefits -Public Parking: Site C Right of First Purchase Offer In light of future anticipated changes in driving habits, the HRA has secured the alternative benefit: -First right to purchase the Site C land for nominal amount ($1) -If owner determines that 540 parking stalls are no longer needed on the site or -If owner is unable to fulfill the easement obligation to provided public parking or -If owner allows Site C to fall into disrepair and has not cured the default The CITY ofEDINA 34 Public Benefits -Advancing Diversity and Equity Goals (Section 4.9) •Goals identified •-25% of work awarded to qualified MBE and WBE companies •-32% of total job hours filled by BIPOC •-10% of total job hours filled by women •Good faith efforts required •-Developer must follow “community participation plan”, monitor progress and report results •-Penalty if no effort made Image Source: Commercial Construction and Renovation The CITY ofEDINA 35 Recommended Actions In summary, staff recommends approval of both agreements: •Phase 1 (Site A) TIF Redevelopment Agreement •Phase 2 (Sites B/C) TIF Redevelopment Agreement The CITY ofEDINA 36 Questions / Discussion Date: June 21, 2022 Agenda Item #: IX.D. To:Mayor and City Council Item Type: Report / Recommendation From:Bill Neuendorf, Economic Development Manager Item Activity: Subject:Approve Purchase Agreement for Land at 4401 West 76th Street for Community Health and Safety Center (Fire Station 2) Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Purchase Agreement for land at 4401 West 76th Street for Community Health and Safety Center (Fire Station 2). INTRODUCTION: This item pertains to the acquisition of land to construct a new Community Health and Safety Center (CHSC). This project is also known as new Fire Station 2. After an extensive site selection process led by the Planning and Fire Departments, the City Council identified the site at 4401 West 76th Street as the preferred location for this new public facility. The City Attorney has prepared a Purchase Agreement based on terms identified in the Letter of Intent dated March 23, 2022. Staff recommends approval of this Purchase Agreement and seeks authorization to carry out the terms of the Agreement. ATTACHMENTS: Description Staff Report: Land Purchase, 4401 West 77th Street Purchase Agreement Staff Presentation June 21, 2022 Mayor and City Council Bill Neuendorf, Economic Development Manager Approve Purchase Agreement for Land at 4401 West 76th Street for Community Health and Safety Center (Fire Station 2) Information / Background: The City of Edina strives to provide an equitable emergency response throughout the city. Emergency outcomes, both EMS and Fire, benefit from a reduction in response time. The City is currently served by two Fire Stations. Station #1 is located at 6250 Tracy Avenue and Station #2 is located at 7335 York Avenue. In 2018, the City engaged Five Bugles Design/Wendel Companies to evaluate the future needs of the Edina Fire Department. The December 5, 2018 Response Time and Station Location Study was originally presented to the City Council in January 2019. This study included a recommendation to relocate and expand Fire Station #2 in 3 to 5 years to accommodate future growth. Additionally, the Five Bugles study recommended a new Fire Station #3 in 5 to 10 years to better serve the northeast quadrant of Edina. These recommendations were included in the 2020 Comprehensive Plan (page 9-13). Fire Station #2 remains functional but the site is not large enough and not well located for future growth. In accordance with the Five Bugles recommendation, Fire Station #2 is proposed to be relocated to a new site near France Avenue and integrated as one function of a new Community Health and Safety Center (CHSC). Upon completion of the new CHSC, old Fire Station #2 would be decommissioned. Since 2020, staff has sought a site at least 2 to 4 acres in size to accommodate the new CHSC. More than thirty sites were considered in the southeastern quadrant bordered by Highway 62 and Highway 100. Each potential site was evaluated by staff using several criteria including: location, size, roadway access, response time, environmental conditions, availability and price. Staff considered a future three-station response model when evaluating sites. The potential sites were narrowed to three finalists. On May 4, 2022, the City Council selected the parcel at 4401 West 76th Street as the preferred site. This is an 8-acre parcel with direct access to a 4-lane street. This provides efficient east-west routes (via 76th Street) as well as efficient north-south routes (via France Avenue). The site is built out as a single-story STAFF REPORT Page 2 office/warehouse facility. It has been vacant for several years since the previous tenant relocated to new premises. Emergency response from this new location provides improved emergency coverage of the southeast quadrant with additional service to the other areas of the City. Operations from this location will continue to serve the existing buildings that generate high call volumes. This site is also well-positioned to accommodate anticipated future development in the Greater Southdale and Pentagon Park areas as well as all surrounding neighborhoods. The City Attorney prepared a Purchase Agreement to acquire the site. This Agreement is based on terms negotiated by staff and contained in the March 23, 2022 Letter of Intent. The purchase price of the property is $15,320,000. The site would be delivered in “as-is” condition. The real estate transaction is anticipated to occur on or about September 1, 2022. The acquisition would be funded with debt using bond proceeds. The site is currently zoned for industrial uses but guided for office, residential or institutional uses. After the site is under contract, the City will hire a team of consultants to prepare development plans for future Rezoning and Site Plan Review by the Planning Commission and City Council. The site plan review will follow the City’s standard site plan and zoning review process. The large site is anticipated to be subdivided and replatted in recognition of the Greater Southdale Design Experience Guidelines. While the site will likely be rezoned, no changes to the Comprehensive Plan are anticipated. The Planning Commission recently approved Resolution B-22-09 confirming that the purchase of this site for the CHSC will confirm to the land use goals of the Comprehensive Plan. Staff Recommendation: Staff recommends approval of the Purchase Agreement. 221765v5 1 PURCHASE AGREEMENT THIS PURCHASE AGREEMENT (“Agreement”) is made on the ____ day of _______________, 2022, (“Effective Date”) by and between the CITY OF EDINA, a Minnesota municipal corporation, (“Buyer”), and STERLING PROPERTIES, LLLP, a North Dakota a limited liability limited partnership, formerly known as INREIT PROPERTIES, LLLP, a North Dakota limited liability limited partnership (“Seller”). 1. Sale of Real Property. Seller agrees to sell and Buyer agrees to buy that certain parcel of real property located at 4401 76th Street West, Edina Minnesota 55435 (PID 31-028-24-44- 0001) together with the building(s), and improvement(s) located thereon, if any, situated, lying and being in Hennepin County, State of Minnesota legally described as follows: Tract M, Registered Land Survey No. 1129, Hennepin County, Minnesota (the "Property"). 2. Purchase Price. Buyer agrees to purchase the Property for the sum of Fifteen Million Three Hundred Twenty Thousand and No/100 Dollars ($15,320,000.00) (the “Purchase Price"). The Purchase Price is to be paid as follows: 2.1 Deposit. Concurrently with the execution of this Agreement by Buyer, Buyer has delivered to the Title Company (as hereinafter defined) as escrow agent a check in the sum of Twenty Thousand and No/100 Dollars ($20,000.00), representing an earnest money deposit towards the Purchase Price (the "Deposit"). If the Deposit check does not represent immediately available funds by the end of business on the day which is five (5) business days after the Effective Date, Seller shall have the right to terminate this Agreement without recourse to Buyer and both parties shall be released from any further obligations hereunder. The Deposit shall be held by the Title Company, and shall be considered as a portion of the Purchase Price. 2.2 Balance Payable. Buyer shall pay the balance of the Purchase Price (adjusted for prorations in accordance with this Agreement) to Seller on the Closing Date (as hereinafter defined) by Federal Reserve wire transfer. 3. Title to the Property. Seller shall execute and deliver to Buyer at Closing a Limited Warranty Deed (the “Deed”) conveying good and marketable title of record to the Property, subject to reservations of minerals or mineral rights by the State of Minnesota, if any, building and zoning laws, ordinances, state and federal regulations, and any other matters consented to by Buyer in writing or not timely object to by Buyer as provided under Paragraph 6 (collectively, the "Permitted Exceptions"). 4. Inspection Period. 4.1 Review of Documents. Within ten (10) business days after the Effective 221765v5 2 Date, Seller agrees to provide Buyer, at no charge, with all documents related to the Property and building located on the Property (“Building”) in Seller’s possession, including the following documentation (collectively “Seller’s Documents”): 4.1.1 True and correct copies of all existing environmental assessment reports, soil reports and results of all soil tests and environmental assessments; 4.1.2 Surveys, permits, licenses, leases, complete copies of all contracts currently affecting the Property and notices received within the last 90 days from the city, state or other governmental authorities pertaining to uncured violations of any law, ordinance or regulation. 4.1.3 Records concerning repair and maintenance of the Property and the Building; and 4.1.4 Copy of a full set of “as-built” drawings for the Building. 4.1.5 All contracts, leases, and agreements which materially affect or relate to the Property, including service contracts, supply contracts, management contracts and maintenance contracts. Seller’s obligation to provide the foregoing documentation shall continue for any such documentation that Seller receives following the Effective Date and prior to Closing. 4.2 Time Period; Right to Terminate. Buyer shall have the right, which may be exercised at any time from and after the Effective Date, to that date which is forty-five (45) days after the Effective Date (the "Inspection Period"), to conduct such investigations, at Buyer's sole cost and expense, with respect to the Property as Buyer deems appropriate to evaluate the suitability of the Property for Buyer's intended use ("Buyer's Inspection"), including the right to survey and inspect the Property. Seller acknowledges that Buyer and Buyer’s agents shall have access to the Property without charge and at reasonable times for the purpose of Buyer’s Inspection, which may include, but is not limited to environmental studies and appropriate soil borings; provided, however, Buyer shall not perform any invasive testing without the prior written consent of Seller. Buyer shall deliver to Seller copies of any reports Buyer obtains in connection with Buyer’s Inspection within a reasonable time after the same are received by Buyer. Buyer shall restore any damage to the Property caused by Buyer’s Inspection activities and shall indemnify and hold Seller harmless from all liabilities incurred by Seller arising out of any such activities in accordance with Paragraph 4.3 below. Buyer represents and warrants that Buyer and Buyer’s contractors will maintain suitable and customary liability insurance coverage for their inspection activities. Buyer shall provide proof of such insurance coverage to Seller at Seller’s request. 4.3 Indemnification. Buyer shall indemnify and hold Seller harmless from and against any damage to the Property or any claims or liens against Seller and/or the Property caused by or arising from Buyer's Inspection, excepting, however, that Seller shall not be indemnified, saved, defended or kept free and harmless from any loss or liability resulting from its own negligence 221765v5 3 or the negligence of the Seller’s contractors, employees or agents. Notwithstanding the foregoing or the provisions of Paragraph 4.2, to the extent that the Buyer is required to indemnify the Seller, the Buyer’s indemnification is limited to its limits of liability provided under Minn. Stat. Ch. 466. The provisions of this Paragraph 4.3 shall survive closing or termination of this Agreement. 5. Condemnation or Casualty. If, prior to closing, any part of the Property is condemned or appropriated by a public authority (other than Buyer) or any party exercising the right of eminent domain and/or if the Building, fixture(s) and/or improvement(s) on the Property, if any, shall be destroyed, then this Agreement, at the election of either Buyer or Seller, may be terminated by written notice to the other party, and the Deposit paid by Buyer shall be returned, less any escrow fee, and neither party shall have any obligations to the other except as to those obligations which specifically survive termination. Should the parties elect not to terminate this Agreement, the Purchase Price shall be reduced by the amount of any compensation actually received by Seller from the condemnor and/or insurance policy, as applicable. 6. Title Examination. Buyer shall within fifteen (15) days from the Effective Date (the "Title Examination Period") obtain a commitment for an ALTA Owner’s Form title insurance policy (the “Commitment”) issued by Land Title (“Title Company”). The commitment for title insurance shall be issued in the full amount of the Purchase Price by Title Company by which said company commits to issue its policy of title insurance that: (1) Insures that at Closing Buyer shall have marketable and insurable title of record to the Property, free and clear of all liens, encumbrances, leases, claims and charges, all material easements, rights-of-way, covenants, conditions and restrictions and any other matters affecting title, except for Permitted Exceptions and such matters as are approved by Buyer in writing. (2) Waives or insures against the following standard exceptions: (a) Facts which would be disclosed by a comprehensive survey of the Property, if such survey is obtained by Buyer; (b) Rights and claims of parties in possession; and (c) Mechanic’s, contractor’s and material liens and lien claims. Buyer shall have fifteen (15) days after receipt of the Commitment to deliver to Seller written objections to title based on marketability of the Property (“Objections”) and Seller shall have until Closing to have such Objections removed or satisfied. Seller, upon receipt of written notification of such defect, shall have the right, but not the obligation to: (i) satisfy, release or cure same at any time prior to or concurrently with the Closing or within a reasonable period of time thereafter as agreed by the parties; (ii) cause such defect to be removed from Buyer's title insurance commitment or affirmatively insured against by Buyer's title insurance company; or (iii) if such defect is a liquidated claim or judgment, Seller may cause such claim or judgment to be removed from the Property to a surety bond or other security, all at Seller's sole option and expense. If Seller fails to or is unable to have such Objections removed or satisfied prior to Closing, Buyer may, at its sole 221765v5 4 election, do any of the following: (i) accept title to the Property subject to the Objections Seller has elected not to cure, without reduction in the amount of the Purchase Price, in which case such Objections to title will be deemed to have become Permitted Exceptions; or (ii) Buyer may terminate this Agreement, whereupon both parties shall be released from further performance hereunder, except as to those obligations which specifically survive termination, and the Deposit, less any escrow fee, shall be returned to Buyer. Buyer shall not have the right to object to title or to terminate this Agreement by reason of any defect which is caused by Buyer or any party claiming by, through or under Buyer. 7. Closing. Closing (the "Closing") shall take place on or before September 1, 2022 (or any date to which such date may be extended by mutual agreement of the parties or pursuant to other provisions of this Agreement, is the "Closing Date"). The Closing shall take place at the offices of the Title Company and shall be accomplished through an escrow closing. The parties agree to execute such escrow instructions as may be appropriate to enable the Title Company to comply with the terms of this Agreement. At Closing, Seller and Buyer shall disclose their Social Security Numbers or Federal Tax Identification Numbers for the purpose of completing state and federal tax forms. Any closing or escrow fees charged by the Title Company shall be divided equally between the parties and paid at Closing. 8. Eminent Domain. In the event the Closing does not occur as contemplated under this Agreement, Seller acknowledges and agrees that Buyer may acquire the Property through eminent domain proceedings as permitted by Minnesota statute and described in that certain letter from Buyer to Seller dated June 6, 2022. In the event a dispute arises between the parties in relation to this Agreement, the parties shall endeavor, in good faith, to resolve the dispute through negotiations to avoid an action for eminent domain, 9. Seller’s Representations and Warranties. Seller represents and warrants to Buyer as follows: 9.1 Authorizations. That Seller has the requisite power and authority to enter into this Purchase Agreement and the closing documents relating thereto to be signed by it; that the execution, delivery and performance by Seller of such documents does not conflict with or result in violation of any judgment, order or decree of any court to which Seller is a party; such documents are valid and binding obligations of Seller. 9.2 Claims. At Closing, there will be no existing claims, actions, suits or other proceedings pending, or to the knowledge of Seller, threatened by any governmental department or agency, or any other corporation, partnership or entity or person whomsoever against Seller or the Property, which in any manner or to any extent may detrimentally affect the Property or Buyer’s right, title or interest in and to any part or all of the Property after Closing. 9.3 Tenants. There are no other tenants or occupants of the Property and there will be no occupancy or leasing of the Property prior to closing on this Agreement. 221765v5 5 9.4 Outstanding Agreements. On the Closing Date there will be no (i) outstanding leases or similar occupancy agreements, or (ii) outstanding contracts made by Seller for any improvements to the Property which have not been fully paid for or for which Seller shall not have made arrangements to pay off at or prior to Closing, or that will affect the Property or be binding upon Buyer or upon the Property subsequent to Closing without Buyer’s written consent; and Seller shall cause to be discharged all mechanic’s or materialmen’s liens arising from any labor or materials furnished to the Property that were made at the request of Seller, its agents, or contractors, prior to the Closing and any mortgages or other such similar encumbrances. 9.5 FIRPTA. Seller is not a foreign person; as such term is defined in Section 1445(f) (3) of the Internal Revenue Code of 1986, as amended, and shall deliver an affidavit to that effect at closing, which shall be in form and substance reasonably acceptable to Buyer. 9.6 Underground Storage Tanks. To Seller’s knowledge, there are no underground storage tanks on the Property. It is unknown to the Seller whether there are any wells on the Property. In the event the Buyer determines, as part of the Buyer’s Inspection of the Property, that there is a well on the Property that must be sealed, then the Buyer shall be responsible for the cost of sealing the well. 9.7 Individual Sewage Treatment Systems. Solely for purposes of satisfying the requirements of Minn. Stat. § 115.55, Seller certifies that, to Seller’s knowledge, there is no “individual sewage treatment system” (within the meaning of that statute) on or serving the Property. Seller certifies that sewage generated on the Property goes to a facility permitted by the Minnesota Pollution Control Agency. 9.8 Methamphetamine Disclosure Statement. To the best of Seller’s knowledge, methamphetamine production has not occurred on the Property. 9.9 Building Security. At Closing, Seller shall deliver the Building in a secure condition with windows and doors intact, locked and secured from entry. 9.10 Environmental Disclosure. To the best of Seller’s knowledge, there have been no Hazardous Materials released or removed from, or placed, held, located or disposed on, under or at the Property, and no part of the Property has ever been used as a treatment, storage or disposal site for any Hazardous Material. For purposes of this Agreement, “Hazardous Material” means and includes any toxic or hazardous substance, pollutant, or contaminant or substance defined in or regulated by any applicable federal, state or local statutes, ordinances, orders or regulations. 10. Closing Costs, Prorations and Credits. 10.1 Transfer Taxes; Title Insurance and Closing Fees. All municipal, county, state and federal transfer taxes, including documentary stamps (if any) and surtaxes (if any) on the Deed shall be paid by Seller. The cost of recording the Deed, shall be paid by Buyer at the time of Closing. Seller shall pay the cost of abstracting and issuance of the Commitment. Buyer shall pay the cost of the premium for the Commitment as described in Paragraph 6 of this Agreement. Seller 221765v5 6 shall pay for the cost of recording any curative title instruments that Seller has agreed to provide pursuant to Paragraph 6 of this Agreement. 10.2 Property Taxes and Assessments. 10.2.1 Prior Years’ Delinquent Real Estate Taxes and Delinquent Special Assessments. Delinquent real estate taxes payable in years prior to the year of Closing and delinquent installments of special assessments certified for collection with real estate taxes payable in years prior to the year of Closing, together with penalty, interest and costs, shall be paid by Seller not later than the Closing Date. 10.2.2. Real Estate Taxes Payable in the Year of Closing. Real estate taxes payable in the year of Closing shall be prorated between Seller and Buyer on a calendar year basis to the Closing Date. Buyer shall assume installments not paid at Closing. 10.2.3 10.2.4 Certified Special Assessments. Installments of special assessments certified for payment with the real estate taxes payable in the year of Closing shall be prorated between Seller and Buyer on a calendar year basis to the Closing Date. Buyer shall assume responsibility for all special assessments levied but not yet certified for collection as of the Closing Date. 10.3 Municipal and Utility Services. All waste and garbage charges, if any, and all other similar charges shall be prorated as of midnight preceding the Closing Date. Meters for water, sewer, electric and other utility services will be read on the day preceding the Closing Date. 11. Seller’s Obligations at Closing. On or prior to the Closing Date, Seller shall: 11.1 Execute, acknowledge and deliver to Buyer the Deed to the Property conveying to Buyer marketable fee simple title to the Property subject only to the Permitted Exceptions. 11.2 Execute and/or deliver to Buyer such other documents as may be required by this Agreement or as may be reasonably required by Title Company, including well disclosures and sewage treatment system disclosures. 11.3 Deliver to Buyer a standard form affidavit by the Seller indicating that on the Closing Date there are no outstanding, unsatisfied judgments, tax liens or bankruptcies against or involving Seller or the Property; that there has been no skill, labor or material furnished to the Property for which payment has not been made or for which mechanic’s liens could be filed; and that there are no other unrecorded interests in the Property. 221765v5 7 11.4 Deliver to Buyer a “bring-down” certificate, certifying that all of the representations made by Seller in this Agreement remain true as of the Closing Date, subject to exceptions or events occurring subsequent to this Purchase Agreement that are acceptable to Buyer. 11.5 Deliver to Buyer a certification in form and content satisfactory to the parties hereto and their counsel, properly executed by Seller, containing such information as shall be required by the Internal Revenue Code, and the regulations issued there under, in order to establish that Seller is not a “foreign person” as defined in §1445(f)(3) of such Code and such regulations. 11.6 Deliver to Buyer all keys, security codes and similar means of access to the Building. 12. Buyer’s Obligations at Closing. At Closing and subject to the terms, conditions, and provisions hereof and the performance by Seller of its obligations as set forth above, Buyer shall: 12.1 Deliver to Seller (or as otherwise instructed by Seller) by wire transfer the Purchase Price, less any adjustments. 12.2 Execute and/or deliver to Seller such other documents as may be required by this Agreement or as may be reasonably required by Title Company. 13. Default. 13.1 Default by Buyer. If Buyer defaults under this Agreement, Seller shall have the right as its sole and exclusive remedy to terminate this Agreement by giving written notice to Buyer. Upon such termination, and provided Seller is not in default of this Agreement, the Deposit and interest, if any, will be paid to Seller as liquidated damages and Buyer and Seller will have no further rights or obligations under this Agreement, except those rights and obligations that expressly survive such termination. Seller and Buyer acknowledge the difficulty and inconvenience of ascertaining Seller’s actual damages in the event of Buyer’s default and agree that the Deposit and interest, if any, paid to Seller is a fair and reasonable estimate of such damages. The termination of this Agreement and retention of the Deposit and interest, if any, will be the sole remedy available to Seller for such default by Buyer, and Buyer will not be liable for damages or specific performance. 13.2 Default by Seller. If Seller defaults under this Agreement, Buyer may elect to: (i) enforce the specific performance of this Agreement, (ii) terminate this Agreement and, provided Buyer is not in default of this Agreement, be relieved of its obligations hereunder, in which event Buyer shall be entitled to the prompt return of the Deposit with interest, if any; or (iii) pursue any remedies available to it at law or in equity. 14. Sale “As Is.” EXCEPT AS EXPRESSLY SET FORTH IN THIS AGREEMENT, IT IS UNDERSTOOD AND AGREED THAT SELLER IS NOT MAKING AND HAS NOT AT ANY TIME MADE ANY WARRANTIES OR REPRESENTATIONS OF ANY KIND OR CHARACTER, EXPRESSED OR IMPLIED, WITH RESPECT TO THE PROPERTY, INCLUDING, BUT NOT LIMITED TO, ANY WARRANTIES OR REPRESENTATIONS AS TO HABITABILITY, MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, TITLE, 221765v5 8 ZONING, TAX CONSEQUENCES, LATENT OR PATENT PHYSICAL OR ENVIRONMENTAL CONDITIONS, UTILITIES, ACCESS, OPERATING HISTORY OR PROJECTIONS, VALUATION, GOVERNMENTAL APPROVALS, THE COMPLIANCE OF THE PROPERTY WITH GOVERNMENTAL LAWS, THE TRUTH, ACCURACY OR COMPLETENESS OF ANY PROPERTY DATA OR OTHER INFORMATION PERTAINING TO THE PROPERTY DELIVERED TO BUYER BY SELLER, OR ANY OTHER MATTER OR THING REGARDING THE PROPERTY. BUYER ACKNOWLEDGES AND AGREES THAT UPON THE CLOSING OF THE TRANSACTION CONTEMPLATED BY THIS AGREEMENT, SUBJECT TO SELLER’S EXPRESS REPRESENTATIONS AND WARRANTIES SET FORTH IN THIS PURCHASE AGREEMENT SELLER SHALL SELL AND BUYER SHALL ACCEPT THE PROPERTY "AS IS, WHERE IS, WITH ALL FAULTS". BUYER HAS NOT RELIED AND WILL NOT RELY ON, AND SELLER IS NOT LIABLE FOR OR BOUND BY, ANY EXPRESSED OR IMPLIED WARRANTIES, GUARANTIES, STATEMENTS, REPRESENTATIONS OR INFORMATION PERTAINING TO THE PROPERTY OR RELATING THERETO (INCLUDING SPECIFICALLY, WITHOUT LIMITATION, PROPERTY INFORMATION PACKAGES DISTRIBUTED WITH RESPECT TO THE PROPERTY) MADE OR FURNISHED BY SELLER, OR ANY REAL ESTATE BROKER OR AGENT REPRESENTING OR PURPORTING TO REPRESENT SELLER, TO WHOMEVER MADE OR GIVEN, DIRECTLY OR INDIRECTLY, ORALLY OR IN WRITING, UNLESS SPECIFICALLY SET FORTH IN THIS AGREEMENT. 15. Notices. 15.1 All notices or other communications required or permitted under this Agreement must be given in writing, as follows: (i) by actual delivery of the notice into the hands of the party specified hereunder, in which case such notice will be deemed given on the date of delivery or the date delivery is rejected by the recipient; (ii) by Federal Express, UPS, DHL, or any similar overnight carrier, in which case such notice will be deemed given on the date of delivery or the date delivery is rejected by the recipient; or (iii) by registered or certified mail, return receipt requested, in a postage prepaid envelope, in which case such notice shall be deemed given upon receipt. 15.2 All notices concerning this Agreement must be addressed as follows, or in each case to such other address as either party may from time to time designate by giving written notice thereof to the other party: Seller: Sterling Properties, LLLP 4340 18th Avenue South, Suite 200 Fargo, ND 58103 Attention: Joel S. Thomsen, President with a copy to: Sterling Management, LLC 4340 18th Avenue South, Suite 200 Fargo, ND 58103 Attention: Michael P. Carlson, Assistant General Counsel 221765v5 9 Buyer: CITY OF EDINA 4801 W. 50th Street Edina, Minnesota 55424 c/o City Manager with a copy to: Andrea McDowell Poehler Campbell Knutson, Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 16. Possession. Possession of the Property shall be delivered to Buyer at the time Seller receives the Purchase Price (adjusted for prorations in accordance with this Agreement) in immediately available funds. 17. Risk of Loss. Risk of loss to the building(s), fixture(s) and improvement(s), if any, located upon the Property shall remain with Seller prior to Closing. 18. Waiver; Prior Agreements; Successors and Assigns. No term or condition of this Agreement will be deemed to have been waived or amended unless expressed in writing and the waiver of any such condition or the breach of any term will not be a waiver of any subsequent breach of the same or other term or condition. This Agreement constitutes the entire agreement between the parties, which incorporates all prior written and/or oral understandings. This Agreement shall be binding upon the parties, their heirs, successors and assigns. 19. Buyer’s Contingencies. The obligations of Buyer under this Agreement are expressly contingent upon the following: 19.1 The representations of Seller contained in this Agreement must be true now and as of the Closing Date, as if made on the Closing Date and Seller shall have delivered to Buyer on the Closing Date, a certificate, signed by Seller, certifying that such representations are true as of the Closing Date (the “Bring-down Certificate”), except to the extent that the representations are no longer true and acceptable to Buyer. 19.2 Buyer shall be satisfied with the results of any Buyer Inspection conducted by Buyer on the Property prior to the termination of the Inspection Period. 19.3 Buyer’s satisfaction with the title to the Property subject to the terms of Paragraph 6. 221765v5 10 19.4 Buyer shall be satisfied with the review of all Seller Documents prior to the termination of the Inspection Period. 19.5 Buyer obtaining bond financing on or before the Closing Date, which serves to secure Buyer’s funding of the purchase described herein. If the contingencies set forth herein have not been satisfied or waived by Buyer by the date specified above, then Buyer shall have the right to terminate this Agreement by giving written notice to Seller no later than the last day provided for the specified contingencies. The contingencies set forth in this paragraph are for the sole and exclusive benefit of Buyer, and Buyer shall have the right to waive the contingencies by giving notice to Seller, provided Buyer abides by the time requirements set forth above. Upon receipt by Seller of such notice and accompanying documentation in accordance with the foregoing, this Agreement shall terminate, except as to those provisions which specifically survive termination, and the Deposit shall be refunded to Buyer. 20. Waiver of Relocation Benefits. Seller is not currently actively using the Property. Seller waives all rights it may have under Chapter 117 of the Minnesota Statutes. The Purchase Price includes all amounts Seller may be entitled to under Minn. Stat. § 117.52 (Uniform Relocation Assistance) and all other provisions of Chapter 117 of the Minnesota Statutes. Seller further represents that there are no occupants of the Property, and to the extent there are any other occupants who may have any right to relocation benefits, Seller shall be solely responsible to such parties to pay those benefits and agrees to indemnify and hold harmless the Buyer for any and all such benefits paid by Buyer to or on behalf of those undisclosed tenants including any and all attorneys fees and costs incurred by Buyer. Seller’s waiver and obligations under this Paragraph shall survive Closing. 21. 1031/1033 Exchange. Buyer acknowledges that Seller may elect to consummate the sale of the Property as “like-kind exchange” within the meaning of Section 1031 and/or Section 1033 of the Internal Revenue Code of 1986, as amended. All costs associated with same shall be paid by the Seller effecting such exchange. Buyer agrees to cooperate with Seller if so requested. 22. Assignment. This Agreement shall not be assigned by Buyer to any entity other than the Edina Housing and Redevelopment Authority, without the express written consent of Seller first had and obtained. 23. Brokers. Each party represents and warrants to the other that there are no brokers involved in this transaction. Seller shall indemnify, defend and hold Buyer harmless from any claims for fees or commissions made upon Buyer by any broker representing Seller if other than the broker disclosed herein. Buyer shall indemnify, defend and hold Seller harmless from any claims for fees and/or commissions made upon Seller by any broker representing Buyer if other than the broker disclosed herein. The provisions of this Paragraph 23 shall survive Closing or termination of this Agreement. 24. Relationship of Parties. Nothing contained in this Agreement or in the activities contemplated hereby shall be construed to create the relationship of principal and agent, partnership, joint venture, trust, tenants in common or any other relationship between the parties hereto, other 221765v5 11 than separate and distinct entities dealing at arm's length as Seller and Buyer, respectively, for their own separate interests and benefit. 25. Headings. All descriptive headings of sections and paragraphs in this Agreement are inserted for convenience only and shall not affect the construction or interpretation hereof. 26. Time is of the Essence. Time is of the essence of each provision hereof. Failure of either party to close the transaction on the Closing Date, without default on the part of the other, shall be considered a default in this Agreement. 27. Survival. Except as expressly set forth herein, no warranties, representations, covenants, obligations or other agreements contained in this Agreement shall survive the Closing. 28. Construction. Should any provision of this Agreement require judicial interpretation, it is agreed that the Court interpreting or construing the same shall not construe this Agreement against one party more strictly by reason of any rule of interpretation which relates to the source of preparation of a document, it being agreed that the agents of all parties have participated in the preparation of this Agreement and that legal counsel was consulted by each party prior to its execution hereof. 29. Exclusivity of Agreement. This Agreement is made for the sole protection of Buyer and Seller, and no other person shall have any benefit or right of action hereunder. 30. No Recording. Buyer shall not record this Agreement in the Public Records, and upon any such recording, Buyer's rights and interests hereunder (including any right Buyer may have to the return of the Deposit) shall automatically terminate, without further notice to or action of any party. 31. Governing Law/Jurisdiction; Waiver of Jury Trial. This Agreement shall be governed by and construed in accordance with the laws of the State of Minnesota. The parties hereto acknowledge and agree that the United States District Court for the District of Minnesota, or if such court lacks jurisdiction, the district court in and for Hennepin County, shall be the exclusive venue and proper forum in which to adjudicate any case or controversy arising, either directly or indirectly, under or in connection with this Agreement or related documentation and any other agreement between the parties, and the parties further agree that in the event of litigation arising out of or in connection with this Agreement or related documentation or any other agreement between the parties in these courts, they will not contest or challenge the jurisdiction or venue of these courts. Each party expressly waives any right to a trial by jury in any case or controversy arising from this Agreement. 32. Attorney’s Fees and Costs. If either party brings any legal action or proceeding to enforce this Agreement the prevailing party shall be entitled to recover from the other party all of its costs and expenses as a result, including reasonable attorney’s fees. 33. Time Periods. If any time period prescribed in the Agreement ends on a Saturday, Sunday or legal holiday, such time period shall be extended to 5:00 p.m. C.S.T. of the next full day 221765v5 12 upon which national banks are open in the State of Minnesota. 34. Counterparts. This Agreement may be executed in one or more counterparts, each of which shall constitute an original, but all of which taken together shall constitute one and the same document. Facsimile and/or electronic counterpart copies of this Agreement shall be considered for all purposes, including delivery, as originals. (SIGNATURES ARE ON THE FOLLOWING PAGE) 221765v5 13 IN WITNESS WHEREOF, Seller has executed this Agreement the _____ day of ____________, 2022. STERLING PROPERTIES, LLLP, a North Dakota a limited liability limited partnership BY: Sterling Real Estate Trust, a North Dakota real estate investment trust, ITS: General Partner By:_________________________________ Print Name: Joel S. Thomsen Title: President 221765v5 14 IN WITNESS WHEREOF, Buyer has executed this Agreement the ___ day of ________________, 2022. CITY OF EDINA By: James Hovland, Mayor By: Scott Neal, City Manager ¨ ¨ ¨ £¤100 £¤100£¤169 £¤169 §¨¦494 §¨¦494 INTERLACHEN BLVD W 50TH ST W 70TH ST W 77TH ST VALLEY VIEW RD V E R N O N A V E SBLAKE RDFRANCE AVE SXERXES AVE SEDINA ST. LOUIS PARK BLOOMINGTON HOPKINS MINNEAPOLIS EDEN PRAIRIE RICHFIELD MINNETONKA MINNETONKA Edina Fire Station 2 Edina Fire Station 1 Proposed Edina Fire Station 3 April 2022 ± 0 900 Feet 4451 W 76th St 2.02 acres Zoned PID Partially occupied single-story commercial/warehouse building 1 Dot = 1 Call Fire Call Concentration Emergency Vehicle Drive Time From Fire Station (% of City Covered) 0 - 2 Minutes (16.7%) 2 - 4 Minutes (50.5%) 4 - 6 Minutes (26.8%) 6 - 8 Minutes (6.0%) 8 - 10 Minutes (0%) Date: June 21, 2022 Agenda Item #: IX.E. To:Mayor and City Council Item Type: Report / Recommendation From:Alisha McAndrews, Finance Director Item Activity: Subject:Resolution No. 2022-57: Awarding the Sale of $29,255,000 General Obligation Bonds, Series 2022A Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Resolution No. 2022-57 awarding the Sale of $29,255,000 General Obligation Bonds, Series 2022A. INTRODUCTION: The issuance of the City's General Obligation Bonds, Series 2022A has two purposes: 1. $11,230,000 for a portion of the Blake Road reconstruction project and paid from municipal state aid revenues over 15 years. 2. $2,405,000 for portions of the Blake Road and Morningside road reconstruction projects paid for by special assessments levied on the project's benefitting properties. the assessment collections will be for 15 years. 3. $14,620,000 for reconstruction and Morningside reconstruction and flood risk reduction projects paid from storm water utility system fee revenue for 15 years. 4. $1,000,000 for watermain utility improvements associated with the City's reconstruction projects paid from water utility system fee revenue for 10 years. Bids will be received and tabulated by the City's financial advisor, Ehlers & Associates, Inc. on Tuesday, June 21, and the results presented to the City Council that evening. The City requested bond ratings from both Moody's and S&P. Both agencies assigned a "AAA" rating to this issuance. Credit strengths highlighted as "Very Strong" include: Economy Budgetary performance and flexibility Management, financial policies and practices Liquidity A credit challenge mentioned by S&P is the increasing debt burden over the next several years, including a significant increase if the local option sales tax referendum is approved by voters this fall. Both S&P's and Moody's credit reports are attached. A final resolution will be provided June 21 once the bond sale has been completed. ATTACHMENTS: Description S&P Rating Report Pre Sale Report GO Bonds 2022A Moody's Rating Report Resolution No. 2022-57:Awarding the Sale of $26,305,000 General Obligation Bonds, Series 2022A Sale Day Report GO Bonds 2022A Proposal Form Staff Presentation 3 Summary: Edina, Minnesota Edina Housing and Redevelopment Authority; Appropriations; General Obligation Primary Credit Analyst: Jessica Olejak, Chicago + 1 (312) 233 7068; jessica.olejak@spglobal.com Secondary Contact: Vanessa M Martinez, New York + 1 (212) 438 1415; vanessa.martinez@spglobal.com Table Of Contents Rating Action Stable Outlook Credit Opinion Related Research WWW.STANDARDANDPOORS.COM/RATINGSDIRECT JUNE 14, 2022 1 Summary: Edina, Minnesota Edina Housing and Redevelopment Authority; Appropriations; General Obligation Credit Profile US$29.225 mil GO bnds ser 2022A due 02/01/2039 Long Term Rating AAA/Stable New Edina GO Long Term Rating AAA/Stable Affirmed Edina GO Long Term Rating AAA/Stable Affirmed Edina GO Long Term Rating AAA/Stable Affirmed Rating Action S&P Global Ratings assigned its 'AAA' long-term rating to Edina, Minn.'s $29.255 million series 2022A general obligation (GO) bonds. At the same time, S&P Global Ratings affirmed its 'AAA' long-term rating on the city's GO debt outstanding and its 'AA+' long-term rating on the existing lease-revenue debt issued by the Edina Housing & Redevelopment Authority. The outlook is stable. The city's unlimited-tax, full-faith-and-credit GO pledge secures the bonds. Although portions of the bonds have other pledged revenue and intended source of payments of water utility, storm water, special assessments and state aid, we rate the bonds to the city's GO pledge. The bonds will be used to finance a portion of the 2022 street reconstruction, including Blake Road and Morningside reconstruction projects, flood risk reduction projects, and watermain utility improvements. The 'AA+' appropriation rating is based on the city's pledge to annually appropriate the necessary lease payments to make annual debt service; accordingly, the lease bonds are rated one notch below the city's general creditworthiness. Edina's GO bonds are eligible to be rated above the sovereign because we believe the city can maintain better credit characteristics than the U.S. in a stress scenario. Under our criteria, "Ratings Above The Sovereign--Corporate And Government Ratings: Methodology And Assumptions" (published Nov. 19, 2013, on RatingsDirect), U.S. local governments are considered to have moderate sensitivity to country risk. The institutional framework in the U.S. is predictable for local governments, allowing them significant autonomy and independent treasury management, with no history of federal government intervention. We believe Edina's financial flexibility is sufficiently demonstrated by its very strong budgetary reserves and liquidity. WWW.STANDARDANDPOORS.COM/RATINGSDIRECT JUNE 14, 2022 2 Credit overview With the issuances of the series 2022A and the potential issuances over the next two-and-a-half years, the city would almost double its debt burden, possibly to a level that we consider weak to very weak. We do not believe this will materially weaken the city's overall credit quality, given it has numerous other strengths, including a diverse economy that is independently strong but also part of a broad and diverse metropolitan statistical area (MSA), consistently stable financial operating results with no discernible budgetary pressures, and a sophisticated and knowledgeable management team. Residential demand remains extremely strong, which contributes to strong tax base growth and is an inherent credit strength that distinguishes the city even among other highly rated Twin Cities-area suburban municipalities. The rating reflects our assessment of the following factors for Edina, specifically its: • Very strong and growing economy, with a $14 billion tax base and per capita wealth and income that compare favorably with those of 'AAA'-rated peers; • Strong financial profile, with a consistent record of positive operating results and reserves that are very high; • Strong financial policies and practices under our Financial Management Assessment (FMA) methodology, and a strong institutional framework; and • Weakening debt burden, with the city's overall debt profile growing this year, potentially significantly if the voters approve the local option sales tax bonds, but we do not believe this would pressure the budget. Environmental, social, and governance Environmental, social, and governance (ESG) factors generally are credit neutral within our analysis. An exception is the city's high housing costs, which we view as a form of social capital risk, because lack of affordability could increasingly become a drag on economic growth. To address this challenge, the city now requires developers of multifamily housing to designate a portion of new construction to be rented or sold at below-market rates, and plans to develop affordable housing itself. Stable Outlook Downside scenario Although unlikely given the city's strong financial profile and forward planning, we could take negative rating action if the city financial performance were to materially worsen as a result of the city issuing the anticipated sales tax debt, or if there is unexpected weaking in revenue performance. Credit Opinion Very strong economy likely to continue growing at a rapid pace Edina remains one of the Twin Cities' premier wealthy inner-ring suburbs. Despite being fully built out, the city has seen substantial growth over the past six years, as residents and business owners tear down and replace older homes and buildings with new construction or heavily remodel existing structures. Residential teardowns persisted, along with $215 million completions of new apartment construction, boosting permit revenue for the city in 2021 and adding WWW.STANDARDANDPOORS.COM/RATINGSDIRECT JUNE 14, 2022 3 Summary: Edina, Minnesota Edina Housing and Redevelopment Authority; Appropriations; General Obligation to the ever-growing tax base. Residential properties make up a majority of the tax base (64%), followed by commercial/industrial (27%). With increasing housing demand in Edina, there are over 800 apartment units under construction, with additional plans for a 23-story luxury apartment high-rise, an eight-story office building, and a 240-room Marriott hotel. Southdale Mall, the oldest climate-controlled shopping center in the country, shows ongoing resiliency as it continues to shift from a traditional indoor mall to include high-end stand-alone retail stores, an expansive fitness center, and luxury apartments around the perimeter of the property. The Southdale area properties total less than 5% of total market value, illustrating the diversity of properties and lack of tax base concentration in the city. Very strong management with forward-looking practices The city council has adopted a detailed two-year budget and maintains a six-year capital improvement plan that is updated every two years and identifies sources and uses of funds. The council reviews budget-to-actual results, along with investment holdings, quarterly. Edina meets its policy to maintain an unassigned general fund balance at 42%-47% of the subsequent year's budgeted tax revenue. When the unassigned fund balance falls below or exceeds this range, the city council either creates a plan to restore fund balance or considers transferring the excess to other funds. The city also has its own debt management and investment policies. Edina's finances remained very strong and resilient throughout the pandemic and into 2022. The budget for 2022, the first year of the city's two-year budget cycle, is budgeted as structurally break-even without any transfers in. On the revenue side, the budget includes a 8% levy increase (2% of this is for streets, which will be increasingly paid from the levy and not the historical method of special assessments). For the expenditure side, the budget includes a 2% salary increase for cost-of-living adjustments and increases in some service levels, including IT and data practices and election security. The city received the remaining $2.5 million (of the $4.9 million) in federal stimulus revenue from the American Rescue Plan Act, which will likely be spent this year, although this has not been approved by the council. Given its history of outperforming its budget and management's observing slightly better-than-budgeted actuals, we expect the city will generate another operating surplus in 2022. Fiscal 2021 results show the general fund decreased by $4 million, driven by a transfer out of the previous year's surplus to the construction fund, which we removed for our analysis. The city's primary revenue sources of property taxes (62%), licenses and permits (12%), and charges for services (9%). The city's recreation-related facilities--including the arts center, aquatic center, and arena--performed better in 2021, with collective almost break-even results before transfers in. Available fund balance continues to grow, maintaining very strong reserves and liquidity The available fund balance includes $23.6 million in the general fund, $25.7 million of assigned reserves in the construction fund, and $2.5 million in cash in the liquor enterprise fund. The construction fund has been growing each year, and while it is assigned for capital purposes (equipment, vehicles, etc.), it can be reassigned for general operations at any time without restrictions. We expect the city to continue to meet its reserve policy, given its longstanding trend of operational surpluses. While not an immediate pressure on the city's liquidity position, we note that Edina is currently engaged in a pending WWW.STANDARDANDPOORS.COM/RATINGSDIRECT JUNE 14, 2022 4 Summary: Edina, Minnesota Edina Housing and Redevelopment Authority; Appropriations; General Obligation civil lawsuit stemming from an officer involved-shooting that occurred in September 2019. The city's financial exposure is currently unknown, although management anticipates any potential costs would likely be covered by its insurance. The city privately placed a $3 million GO bond in 2020; we have reviewed the terms and do not consider this obligation to represent a material contingent liquidity risk. Significantly increasing debt burden, magnitude to be determined by voters this fall We have revised our view of the city's debt burden to adequate from strong in anticipation of upcoming debt plans. In addition to Edina's annual $4 million to $6 million of annual GO bonds, it will issue up to $39 million in GO bonds over the next two years for the construction of a new fire station. The city will go to voters to seek approval of an additional $39 million up to $46 million of bonding authority to be repaid by a new local option sales tax, although the bonds would also carry the GO pledge. If those measures pass, depending on the size, timing, and structure of the bonds, we believe the city's debt burden will likely be weak to very weak over the next two years, as overall debt burden could almost double. The local option sales tax debt would be used to finance two parks spaces. First, the transformation of the closed 42-acre Fred Richards golf course to a park with mostly natural features and recreational amenities. Officials indicate that along with use by residents, it hopes to attract private business development of a vacant office park that is adjacent to the area. Secondly, the city will renovate and expand the 400-acre Braemar park, which has many athletic facilities, including a golf course and ice arena. No enterprise revenue would be intended to repay debt service. Manageable pension burden It participates in two cost-sharing, multiple-employer, defined-benefit pension plans, the General Employees Retirement Fund (GERF) and the Public Employees Police and Fire Fund (PEPFF), both administered by the Public Employees Retirement Assn. of Minnesota (PERA). Required pension contributions to these plans are determined by state statute. Statutory contributions rates have generally not kept pace with actuarially determined contribution (ADC) rates, indicating potential for future payment acceleration. In May 2018, the state passed pension legislation that will marginally increase contributions (for PEPFF only), reduce the investment rate of return to 7.5% (from 8%), and reduce some employee benefits (primarily cost-of-living adjustments). While we view these as positive changes for future plan funding levels, the lack of an actuarial funding policy remains a weakness in these plans. The GERF and PEPFF were 87% and 93% funded, respectively, in fiscal 2021. The combined net pension liabilities for these plans totaled $19 million in fiscal 2021, the most recent year of data we have available for the city's proportionate share. The city is legally required to include any retirees in the same insurance pool as its active employees, but the premiums are paid by the retiree, resulting in an implicit rate subsidy. The city funds its other postemployment benefits on a pay-as-you-go basis. As of Jan. 1, 2020, the most recent actuarial valuation date, the city's unfunded actuarial accrued liability was $2.5 million. WWW.STANDARDANDPOORS.COM/RATINGSDIRECT JUNE 14, 2022 5 Summary: Edina, Minnesota Edina Housing and Redevelopment Authority; Appropriations; General Obligation Strong institutional framework The institutional framework score for Minnesota cities with populations greater than 2,500 is strong. Edina--Key Credit Metrics Most recent Historical information 2021 2020 2019 Very strong economy Projected per capita EBI % of U.S.210 Market value per capita ($)264,025 Population 53,318 52,442 51,935 County unemployment rate(%)3.4 Market value ($000)14,077,303 13,565,134 12,966,365 Ten largest taxpayers % of taxable value 7.3 Strong budgetary performance Operating fund result % of expenditures 1.7 12.3 4.9 Total governmental fund result % of expenditures 3.1 20.0 3.1 Very strong budgetary flexibility Available reserves % of operating expenditures 104.2 105.7 98.6 Total available reserves ($000)51,259 48,653 42,195 Very strong liquidity Total government cash % of governmental fund expenditures 166 168 150 Total government cash % of governmental fund debt service 1166 1465 1301 Very strong management Financial Management Assessment Strong Adequate debt & long-term liabilities Debt service % of governmental fund expenditures 14.2 11.5 11.6 Net direct debt % of governmental fund revenue 112 Overall net debt % of market value 2.8 Direct debt 10-year amortization (%)73 Required pension contribution % of governmental fund expenditures 4.8 OPEB actual contribution % of governmental fund expenditures 0.1 Strong institutional framework EBI--Effective buying income. OPEB--Other postemployment benefits. Data points and ratios may reflect analytical adjustments. Related Research • Credit Conditions North America Q2 2022: Hazard Ahead: Risk Intersection, March 29, 2022 • Through The ESG Lens 3.0: The Intersection Of ESG Credit Factors And U.S. Public Finance Credit Factors, March 2, 2022 • Criteria Guidance: Assessing U.S. Public Finance Pension And Other Postemployment Obligations For GO Debt, WWW.STANDARDANDPOORS.COM/RATINGSDIRECT JUNE 14, 2022 6 Summary: Edina, Minnesota Edina Housing and Redevelopment Authority; Appropriations; General Obligation Local Government GO Ratings, And State Ratings, Oct. 7, 2019 • Alternative Financing: Disclosure Is Critical To Credit Analysis In Public Finance, Feb. 18, 2014 • S&P Public Finance Local GO Criteria: How We Adjust Data For Analytic Consistency, Sept. 12, 2013 • 2021 Update Of Institutional Framework For U.S. Local Governments Ratings Detail (As Of June 14, 2022) Edina GO recreational rev bnds ser 2017B dtd 06/29/2017 due 02/01/2033 Long Term Rating AAA/Stable Affirmed Edina GO recreational rev rfdg bnds ser 2021C dtd 12/16/2021 due 02/01/2033 Long Term Rating AAA/Stable Affirmed Edina GO rfdg bnds ser 2021B dtd 12/16/2021 due 02/01/2030 Long Term Rating AAA/Stable Affirmed Edina GO CIP rfdg bnds Long Term Rating AAA/Stable Affirmed Edina GO Long Term Rating AAA/Stable Affirmed Edina GO Long Term Rating AAA/Stable Affirmed Edina GO Long Term Rating AAA/Stable Affirmed Edina Hsg & Redev Auth, Minnesota Edina, Minnesota Edina Hsg & Redev Auth (Edina) Long Term Rating AA+/Stable Affirmed Edina Hsg & Redev Auth (Edina) APPROP Long Term Rating AA+/Stable Affirmed Edina Hsg & Redev Auth (Edina) APPROP Long Term Rating AA+/Stable Affirmed Certain terms used in this report, particularly certain adjectives used to express our view on rating relevant factors, have specific meanings ascribed to them in our criteria, and should therefore be read in conjunction with such criteria. Please see Ratings Criteria at www.standardandpoors.com for further information. Complete ratings information is available to subscribers of RatingsDirect at www.capitaliq.com. All ratings affected by this rating action can be found on S&P Global Ratings' public website at www.standardandpoors.com. Use the Ratings search box located in the left column. WWW.STANDARDANDPOORS.COM/RATINGSDIRECT JUNE 14, 2022 7 Summary: Edina, Minnesota Edina Housing and Redevelopment Authority; Appropriations; General Obligation WWW.STANDARDANDPOORS.COM/RATINGSDIRECT JUNE 14, 2022 8 STANDARD & POOR’S, S&P and RATINGSDIRECT are registered trademarks of Standard & Poor’s Financial Services LLC. S&P may receive compensation for its ratings and certain analyses, normally from issuers or underwriters of securities or from obligors. S&P reserves the right to disseminate its opinions and analyses. 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All rights reserved. • • • • • • • • • • • • • • City of Edina, Minnesota $29,255,000 General Obligation Bonds, Series 2022A Issue Summary Assuming GO Non-BQ "AAA" Market Rates + 35bps Total Estimated Issue Sources And Uses Dated 07/14/2022 | Delivered 07/14/2022 PIR MSA Storm Sewer Watermain Issue Summary Sources Of Funds Par Amount of Bonds $2,405,000.00 $11,230,000.00 $14,620,000.00 $1,000,000.00 $29,255,000.00 Planned City Fund contributions 805,948.15 --1,267,000.00 2,072,948.15 Total Sources $3,210,948.15 $11,230,000.00 $14,620,000.00 $2,267,000.00 $31,327,948.15 Uses Of Funds Total Underwriter's Discount Allowance (0.80%)19,240.00 89,840.00 116,960.00 8,000.00 234,040.00 Estimated Costs of Issuance 14,139.81 66,024.96 85,955.90 5,879.33 172,000.00 Deposit to Capitalized Interest Fund (CIF)119,391.40 ---119,391.40 Deposit to Project Construction Fund 3,057,466.44 11,071,539.04 14,418,600.43 2,253,186.29 30,800,792.20 Rounding Amount 710.50 2,596.00 (1,516.33)(65.62)1,724.55 Total Uses $3,210,948.15 $11,230,000.00 $14,620,000.00 $2,267,000.00 $31,327,948.15 Series 2022A GO Bonds - P | Issue Summary | 5/11/2022 | 10:29 AM City of Edina, Minnesota $29,255,000 General Obligation Bonds, Series 2022A Issue Summary Assuming GO Non-BQ "AAA" Market Rates + 35bps Estimated Debt Service Schedule Date Principal Coupon Interest Total P+I Fiscal Total 07/14/2022 ----- 02/01/2023 --502,151.63 502,151.63 502,151.63 08/01/2023 --458,818.75 458,818.75 - 02/01/2024 1,485,000.00 2.500%458,818.75 1,943,818.75 2,402,637.50 08/01/2024 --440,256.25 440,256.25 - 02/01/2025 1,655,000.00 2.650%440,256.25 2,095,256.25 2,535,512.50 08/01/2025 --418,327.50 418,327.50 - 02/01/2026 1,690,000.00 2.800%418,327.50 2,108,327.50 2,526,655.00 08/01/2026 --394,667.50 394,667.50 - 02/01/2027 1,740,000.00 2.850%394,667.50 2,134,667.50 2,529,335.00 08/01/2027 --369,872.50 369,872.50 - 02/01/2028 1,795,000.00 2.950%369,872.50 2,164,872.50 2,534,745.00 08/01/2028 --343,396.25 343,396.25 - 02/01/2029 1,845,000.00 3.050%343,396.25 2,188,396.25 2,531,792.50 08/01/2029 --315,260.00 315,260.00 - 02/01/2030 1,900,000.00 3.100%315,260.00 2,215,260.00 2,530,520.00 08/01/2030 --285,810.00 285,810.00 - 02/01/2031 1,960,000.00 3.150%285,810.00 2,245,810.00 2,531,620.00 08/01/2031 --254,940.00 254,940.00 - 02/01/2032 2,015,000.00 3.200%254,940.00 2,269,940.00 2,524,880.00 08/01/2032 --222,700.00 222,700.00 - 02/01/2033 2,090,000.00 3.250%222,700.00 2,312,700.00 2,535,400.00 08/01/2033 --188,737.50 188,737.50 - 02/01/2034 2,035,000.00 3.300%188,737.50 2,223,737.50 2,412,475.00 08/01/2034 --155,160.00 155,160.00 - 02/01/2035 2,105,000.00 3.350%155,160.00 2,260,160.00 2,415,320.00 08/01/2035 --119,901.25 119,901.25 - 02/01/2036 2,175,000.00 3.400%119,901.25 2,294,901.25 2,414,802.50 08/01/2036 --82,926.25 82,926.25 - 02/01/2037 2,245,000.00 3.450%82,926.25 2,327,926.25 2,410,852.50 08/01/2037 --44,200.00 44,200.00 - 02/01/2038 2,320,000.00 3.500%44,200.00 2,364,200.00 2,408,400.00 08/01/2038 --3,600.00 3,600.00 - 02/01/2039 200,000.00 3.600%3,600.00 203,600.00 207,200.00 Total $29,255,000.00 -$8,699,299.13 $37,954,299.13 - Yield Statistics Bond Year Dollars $266,243.99 Average Life 9.101 Years Average Coupon 3.2674162% Net Interest Cost (NIC)3.3553205% True Interest Cost (TIC)3.3607517% Bond Yield for Arbitrage Purposes 3.2552591% All Inclusive Cost (AIC)3.4390346% IRS Form 8038 Net Interest Cost 3.2674162% Weighted Average Maturity 9.101 Years Series 2022A GO Bonds - P | Issue Summary | 5/11/2022 | 10:29 AM City of Edina, Minnesota $29,255,000 General Obligation Bonds, Series 2022A Issue Summary Assuming GO Non-BQ "AAA" Market Rates + 35bps Debt Service Schedule and Pledged Revenue Coverage Date Principal Coupon Interest Total P+I CIF Net New D/S 105% of Total PIR MSA Revenue Storm Sewer Revenue Water Revenue Levy/ (Surplus) 02/01/2023 --502,151.63 502,151.63 (42,226.40)459,925.23 482,921.49 -202,382.62 263,483.81 17,055.07 - 02/01/2024 1,485,000.00 2.500%917,637.50 2,402,637.50 (77,165.00)2,325,472.50 2,441,746.13 -1,005,086.25 1,310,993.25 125,666.63 - 02/01/2025 1,655,000.00 2.650%880,512.50 2,535,512.50 -2,535,512.50 2,662,288.13 222,401.83 1,010,205.00 1,311,255.75 123,304.13 (4,878.58) 02/01/2026 1,690,000.00 2.800%836,655.00 2,526,655.00 -2,526,655.00 2,652,987.75 222,401.83 1,008,564.38 1,309,717.50 120,799.88 (8,495.83) 02/01/2027 1,740,000.00 2.850%789,335.00 2,529,335.00 -2,529,335.00 2,655,801.75 222,401.84 1,005,498.38 1,311,565.50 123,403.88 (7,067.84) 02/01/2028 1,795,000.00 2.950%739,745.00 2,534,745.00 -2,534,745.00 2,661,482.25 222,401.83 1,006,897.50 1,312,229.63 125,811.00 (5,857.71) 02/01/2029 1,845,000.00 3.050%686,792.50 2,531,792.50 -2,531,792.50 2,658,382.13 222,401.83 1,006,989.38 1,311,221.63 122,713.50 (4,944.21) 02/01/2030 1,900,000.00 3.100%630,520.00 2,530,520.00 -2,530,520.00 2,657,046.00 222,401.84 1,005,732.00 1,308,489.00 124,761.00 (4,337.84) 02/01/2031 1,960,000.00 3.150%571,620.00 2,531,620.00 -2,531,620.00 2,658,201.00 222,401.84 1,008,708.75 1,309,717.50 121,343.25 (3,970.34) 02/01/2032 2,015,000.00 3.200%509,880.00 2,524,880.00 -2,524,880.00 2,651,124.00 222,401.84 1,005,233.25 1,309,465.50 123,120.38 (9,096.96) 02/01/2033 2,090,000.00 3.250%445,400.00 2,535,400.00 -2,535,400.00 2,662,170.00 222,401.83 1,005,947.25 1,312,951.50 124,674.38 (3,804.96) 02/01/2034 2,035,000.00 3.300%377,475.00 2,412,475.00 -2,412,475.00 2,533,098.75 222,401.84 1,005,409.13 1,309,473.38 -(4,185.59) 02/01/2035 2,105,000.00 3.350%310,320.00 2,415,320.00 -2,415,320.00 2,536,086.00 222,401.83 1,008,842.63 1,309,667.63 -(4,826.08) 02/01/2036 2,175,000.00 3.400%239,802.50 2,414,802.50 -2,414,802.50 2,535,542.63 222,401.84 1,005,545.63 1,313,326.88 -(5,731.71) 02/01/2037 2,245,000.00 3.450%165,852.50 2,410,852.50 -2,410,852.50 2,531,395.13 222,401.84 1,006,165.13 1,309,735.88 -(6,907.71) 02/01/2038 2,320,000.00 3.500%88,400.00 2,408,400.00 -2,408,400.00 2,528,820.00 222,401.84 1,005,243.75 1,309,533.75 -(8,359.34) 02/01/2039 200,000.00 3.600%7,200.00 207,200.00 -207,200.00 217,560.00 222,401.84 ---(4,841.84) Total $29,255,000.00 -$8,699,299.13 $37,954,299.13 (119,391.40)$37,834,907.73 $39,726,653.12 $3,336,027.54 $15,302,450.99 $19,922,828.06 $1,252,653.07 (87,306.54) Significant Dates Dated 7/14/2022 First Coupon Date 2/01/2023 Yield Statistics Bond Year Dollars $266,243.99 Average Life 9.101 Years Average Coupon 3.2674162% Net Interest Cost (NIC)3.3553205% True Interest Cost (TIC)3.3607517% Bond Yield for Arbitrage Purposes 3.2552591% All Inclusive Cost (AIC)3.4390346% Series 2022A GO Bonds - P | Issue Summary | 5/11/2022 | 10:29 AM City of Edina, Minnesota $2,405,000 General Obligation Bonds, Series 2022A PIR Portion Debt Service Schedule Date Principal Coupon Interest Total P+I CIF Net New D/S 105% of Total Assessments Levy/(Surplus) 02/01/2023 --42,226.40 42,226.40 (42,226.40)---- 02/01/2024 --77,165.00 77,165.00 (77,165.00)---- 02/01/2025 130,000.00 2.650%77,165.00 207,165.00 -207,165.00 217,523.25 222,401.83 (4,878.58) 02/01/2026 130,000.00 2.800%73,720.00 203,720.00 -203,720.00 213,906.00 222,401.83 (8,495.83) 02/01/2027 135,000.00 2.850%70,080.00 205,080.00 -205,080.00 215,334.00 222,401.84 (7,067.84) 02/01/2028 140,000.00 2.950%66,232.50 206,232.50 -206,232.50 216,544.13 222,401.83 (5,857.71) 02/01/2029 145,000.00 3.050%62,102.50 207,102.50 -207,102.50 217,457.63 222,401.83 (4,944.21) 02/01/2030 150,000.00 3.100%57,680.00 207,680.00 -207,680.00 218,064.00 222,401.84 (4,337.84) 02/01/2031 155,000.00 3.150%53,030.00 208,030.00 -208,030.00 218,431.50 222,401.84 (3,970.34) 02/01/2032 155,000.00 3.200%48,147.50 203,147.50 -203,147.50 213,304.88 222,401.84 (9,096.96) 02/01/2033 165,000.00 3.250%43,187.50 208,187.50 -208,187.50 218,596.88 222,401.83 (3,804.96) 02/01/2034 170,000.00 3.300%37,825.00 207,825.00 -207,825.00 218,216.25 222,401.84 (4,185.59) 02/01/2035 175,000.00 3.350%32,215.00 207,215.00 -207,215.00 217,575.75 222,401.83 (4,826.08) 02/01/2036 180,000.00 3.400%26,352.50 206,352.50 -206,352.50 216,670.13 222,401.84 (5,731.72) 02/01/2037 185,000.00 3.450%20,232.50 205,232.50 -205,232.50 215,494.13 222,401.84 (6,907.72) 02/01/2038 190,000.00 3.500%13,850.00 203,850.00 -203,850.00 214,042.50 222,401.84 (8,359.34) 02/01/2039 200,000.00 3.600%7,200.00 207,200.00 -207,200.00 217,560.00 222,401.84 (4,841.84) Total $2,405,000.00 -$808,411.40 $3,213,411.40 (119,391.40)$3,094,020.00 $3,248,721.00 $3,336,027.54 (87,306.54) Significant Dates Dated 7/14/2022 First Coupon Date 2/01/2023 Yield Statistics Bond Year Dollars $24,361.07 Average Life 10.129 Years Average Coupon 3.3184561% Net Interest Cost (NIC)3.3974346% True Interest Cost (TIC)3.4019620% Bond Yield for Arbitrage Purposes 3.2552591% All Inclusive Cost (AIC)3.4733286% Series 2022A GO Bonds - P | PIR | 5/11/2022 | 10:29 AM City of Edina, Minnesota $2,405,000 General Obligation Bonds, Series 2022A PIR Portion Rate at Bond NIC plus 1.00% - Equal P&I Estimated Assessment Revenues Date Principal Coupon Interest Total P+I 12/31/2024 116,581.83 4.400%105,820.00 222,401.83 12/31/2025 121,711.43 4.400%100,690.40 222,401.83 12/31/2026 127,066.74 4.400%95,335.10 222,401.84 12/31/2027 132,657.67 4.400%89,744.16 222,401.83 12/31/2028 138,494.61 4.400%83,907.22 222,401.83 12/31/2029 144,588.38 4.400%77,813.46 222,401.84 12/31/2030 150,950.26 4.400%71,451.58 222,401.84 12/31/2031 157,592.08 4.400%64,809.76 222,401.84 12/31/2032 164,526.13 4.400%57,875.70 222,401.83 12/31/2033 171,765.28 4.400%50,636.56 222,401.84 12/31/2034 179,322.95 4.400%43,078.88 222,401.83 12/31/2035 187,213.16 4.400%35,188.68 222,401.84 12/31/2036 195,450.54 4.400%26,951.30 222,401.84 12/31/2037 204,050.36 4.400%18,351.48 222,401.84 12/31/2038 213,028.58 4.400%9,373.26 222,401.84 Total $2,405,000.00 -$931,027.54 $3,336,027.54 Significant Dates Filing Date 1/01/2024 First Payment Date 12/31/2024 Series 2022A GO Bonds - A | SINGLE PURPOSE | 5/11/2022 | 10:29 AM City of Edina, Minnesota $11,230,000 General Obligation Bonds, Series 2022A MSA Portion Debt Service Schedule Date Principal Coupon Interest Total P+I MSA Revenue at 105% 02/01/2023 --192,745.35 192,745.35 202,382.62 02/01/2024 605,000.00 2.500%352,225.00 957,225.00 1,005,086.25 02/01/2025 625,000.00 2.650%337,100.00 962,100.00 1,010,205.00 02/01/2026 640,000.00 2.800%320,537.50 960,537.50 1,008,564.38 02/01/2027 655,000.00 2.850%302,617.50 957,617.50 1,005,498.38 02/01/2028 675,000.00 2.950%283,950.00 958,950.00 1,006,897.50 02/01/2029 695,000.00 3.050%264,037.50 959,037.50 1,006,989.38 02/01/2030 715,000.00 3.100%242,840.00 957,840.00 1,005,732.00 02/01/2031 740,000.00 3.150%220,675.00 960,675.00 1,008,708.75 02/01/2032 760,000.00 3.200%197,365.00 957,365.00 1,005,233.25 02/01/2033 785,000.00 3.250%173,045.00 958,045.00 1,005,947.25 02/01/2034 810,000.00 3.300%147,532.50 957,532.50 1,005,409.13 02/01/2035 840,000.00 3.350%120,802.50 960,802.50 1,008,842.63 02/01/2036 865,000.00 3.400%92,662.50 957,662.50 1,005,545.63 02/01/2037 895,000.00 3.450%63,252.50 958,252.50 1,006,165.13 02/01/2038 925,000.00 3.500%32,375.00 957,375.00 1,005,243.75 Total $11,230,000.00 -$3,343,762.85 $14,573,762.85 $15,302,450.99 Significant Dates Dated 7/14/2022 First Coupon Date 2/01/2023 Yield Statistics Bond Year Dollars $102,340.31 Average Life 9.113 Years Average Coupon 3.2672981% Net Interest Cost (NIC)3.3550836% True Interest Cost (TIC)3.3607580% Bond Yield for Arbitrage Purposes 3.2552591% All Inclusive Cost (AIC)3.4389551% IRS Form 8038 Net Interest Cost 3.2672981% Weighted Average Maturity 9.113 Years Series 2022A GO Bonds - P | MSA | 5/11/2022 | 10:29 AM City of Edina, Minnesota $14,620,000 General Obligation Bonds, Series 2022A Storm Sewer Portion Debt Service Schedule Storm Sewer Revenue Date Principal Coupon Interest Total P+I at 105% 02/01/2023 --250,936.96 250,936.96 263,483.81 02/01/2024 790,000.00 2.500%458,565.00 1,248,565.00 1,310,993.25 02/01/2025 810,000.00 2.650%438,815.00 1,248,815.00 1,311,255.75 02/01/2026 830,000.00 2.800%417,350.00 1,247,350.00 1,309,717.50 02/01/2027 855,000.00 2.850%394,110.00 1,249,110.00 1,311,565.50 02/01/2028 880,000.00 2.950%369,742.50 1,249,742.50 1,312,229.63 02/01/2029 905,000.00 3.050%343,782.50 1,248,782.50 1,311,221.63 02/01/2030 930,000.00 3.100%316,180.00 1,246,180.00 1,308,489.00 02/01/2031 960,000.00 3.150%287,350.00 1,247,350.00 1,309,717.50 02/01/2032 990,000.00 3.200%257,110.00 1,247,110.00 1,309,465.50 02/01/2033 1,025,000.00 3.250%225,430.00 1,250,430.00 1,312,951.50 02/01/2034 1,055,000.00 3.300%192,117.50 1,247,117.50 1,309,473.38 02/01/2035 1,090,000.00 3.350%157,302.50 1,247,302.50 1,309,667.63 02/01/2036 1,130,000.00 3.400%120,787.50 1,250,787.50 1,313,326.88 02/01/2037 1,165,000.00 3.450%82,367.50 1,247,367.50 1,309,735.88 02/01/2038 1,205,000.00 3.500%42,175.00 1,247,175.00 1,309,533.75 Total $14,620,000.00 -$4,354,121.96 $18,974,121.96 $19,922,828.06 Significant Dates Dated 7/14/2022 First Coupon Date 2/01/2023 Yield Statistics Bond Year Dollars $133,260.39 Average Life 9.115 Years Average Coupon 3.2673790% Net Interest Cost (NIC)3.3551470% True Interest Cost (TIC)3.3608241% Bond Yield for Arbitrage Purposes 3.2552591% All Inclusive Cost (AIC)3.4390077% IRS Form 8038 Net Interest Cost 3.2673790% Weighted Average Maturity 9.115 Years Series 2022A GO Bonds - P | Storm Sewer | 5/11/2022 | 10:29 AM City of Edina, Minnesota $1,000,000 General Obligation Bonds, Series 2022A Watermain Portion Debt Service Schedule Water Revenue Date Principal Coupon Interest Total P+I at 105% 02/01/2023 --16,242.92 16,242.92 17,055.07 02/01/2024 90,000.00 2.500%29,682.50 119,682.50 125,666.63 02/01/2025 90,000.00 2.650%27,432.50 117,432.50 123,304.13 02/01/2026 90,000.00 2.800%25,047.50 115,047.50 120,799.88 02/01/2027 95,000.00 2.850%22,527.50 117,527.50 123,403.88 02/01/2028 100,000.00 2.950%19,820.00 119,820.00 125,811.00 02/01/2029 100,000.00 3.050%16,870.00 116,870.00 122,713.50 02/01/2030 105,000.00 3.100%13,820.00 118,820.00 124,761.00 02/01/2031 105,000.00 3.150%10,565.00 115,565.00 121,343.25 02/01/2032 110,000.00 3.200%7,257.50 117,257.50 123,120.38 02/01/2033 115,000.00 3.250%3,737.50 118,737.50 124,674.38 Total $1,000,000.00 -$193,002.92 $1,193,002.92 $1,252,653.07 Significant Dates Dated 7/14/2022 First Coupon Date 2/01/2023 Yield Statistics Bond Year Dollars $6,282.22 Average Life 6.282 Years Average Coupon 3.0722078% Net Interest Cost (NIC)3.1995513% True Interest Cost (TIC)3.2095726% Bond Yield for Arbitrage Purposes 3.2552591% All Inclusive Cost (AIC)3.3164582% IRS Form 8038 Net Interest Cost 3.0722078% Weighted Average Maturity 6.282 Years Series 2022A GO Bonds - P | Watermain | 5/11/2022 | 10:29 AM U.S. PUBLIC FINANCE CREDIT OPINION 16 June 2022 Contacts Natalie Claes +1.312.706.9973 AVP-Analyst natalie.claes@moodys.com Robert Weber +1.212.553.7280 VP-Senior Analyst robert.weber@moodys.com CLIENT SERVICES Americas 1-212-553-1653 Asia Pacific 852-3551-3077 Japan 81-3-5408-4100 EMEA 44-20-7772-5454 Edina (City of) MN Update to credit analysis Summary Edina (Aaa) is an affluent and growing inner ring suburb of the Twin Cities (Minneapolis, Aa1 stable; St. Paul, Aa1 stable). The city benefits from strong management and a robust financial profile. These strengths are balanced against high fixed costs and elevated leverage. Credit strengths »Strong financial position »Large, wealthy Twin Cities suburb Credit challenges »Elevated leverage and fixed costs Rating outlook Moody's does not typically assign outlooks to local governments with this amount of debt. Factors that could lead to an upgrade »Not applicable Factors that could lead to a downgrade »Material tax base contraction coupled with weakened resident income »Significant, sustained narrowing of operating reserves MOODY'S INVESTORS SERVICE U.S. PUBLIC FINANCE Key indicators Exhibit 1 Edina (City of) MN 2017 2018 2019 2020 2021 Economy/Tax Base Total Full Value ($000)$11,731,689 $12,303,089 $12,966,365 $13,565,134 $14,077,303 Population 50,603 51,136 51,746 52,215 52,215 Full Value Per Capita $231,838 $240,595 $250,577 $259,794 $269,603 Median Family Income (% of US Median)195.8%194.8%192.7%189.0%189.0% Finances Operating Revenue ($000)$46,915 $49,897 $49,573 $62,342 $53,590 Fund Balance ($000)$28,476 $26,790 $26,613 $35,266 $29,919 Cash Balance ($000)$37,508 $30,021 $29,126 $38,825 $39,735 Fund Balance as a % of Revenues 60.7%53.7%53.7%56.6%55.8% Cash Balance as a % of Revenues 79.9%60.2%58.8%62.3%74.1% Debt/Pensions Net Direct Debt ($000)$92,152 $77,161 $76,284 $71,534 $81,329 3-Year Average of Moody's ANPL ($000)$106,040 $104,748 $100,024 $108,903 $134,257 Net Direct Debt / Full Value (%)0.8%0.6%0.6%0.5%0.6% Net Direct Debt / Operating Revenues (x)2.0x 1.5x 1.5x 1.1x 1.5x Moody's - ANPL (3-yr average) to Full Value (%)0.9%0.9%0.8%0.8%1.0% Moody's - ANPL (3-yr average) to Revenues (x)2.3x 2.1x 2.0x 1.7x 2.5x Sources: US Census Bureau, Edina (City of) MN’s financial statements and Moody’s Investors Service Profile Edina encompasses about 17 square miles in Hennepin County (Aaa stable), just southwest of Minneapolis. The city provides general government services, public safety, public works, parks and recreation services, municipal utilities and a golf course to over 52,000 residents. Detailed credit considerations Economy and tax base: wealthy Twin Cities suburb Edina's proximity to the Minneapolis-St. Paul metropolitan area will support continued residential and commercial development. The $14.1 billion tax base is a mix of residential (74% of net tax capacity) and commercial/industrial (26%) property, and has averaged strong 5.2% annual growth over the past five years. The city is landlocked and essentially built out, meaning the vast majority of growth has been driven by both appreciation and the redevelopment of existing property. Over 700 new single-family home permits have been issued through May, and three multi-family projects have recently broken ground which will provide over 800 new apartment units. There is no taxpayer concentration, with the top ten taxpayers accounting for just over 7% of net tax capacity. Edina also benefits from positive demographic characteristics. The population has grown roughly 9% since the 2010 census and median family income is a strong 189% of the nation. As of April 2022, the city's unemployment rate was a low 1%, below both the state (1.6%) and nation (3.3%). Financial operations and reserves: robust operating reserves The city's solid financial position is a credit strength. Edina closed fiscal 2021 (year-end December 31) with an available operating fund (general and debt service funds) balance of $30 million, or a strong 56% of operating revenue (see Exhibit 2). The fiscal 2022 budget is balanced with no major variances reported. Property taxes are the city's largest revenue source (70% of operating revenue), followed by licenses and permits (11%). Edina was allocated about $4.9 million in American Rescue Plan Act (ARPA) funding. Approximately half of these funds have been spent with a focus on members of the community most impacted by the pandemic, including rental assistance and investing in broadband access. The remaining funds have not yet been designated for any specific use. This publication does not announce a credit rating action. For any credit ratings referenced in this publication, please see the issuer/deal page on https://ratings.moodys.com for the most updated credit rating action information and rating history. 2 16 June 2022 Edina (City of) MN: Update to credit analysis MOODY'S INVESTORS SERVICE U.S. PUBLIC FINANCE Exhibit 2 Robust operating reserves 0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 2016 2017 2018 2019 2020 2021 Fund balance as % of revenue Cash balance as % of revenue Sources: Edina (City of) MN’s financial statements and Moody’s Investors Service The city's formal fund balance policy is to maintain between 42% and 47% of the next year's tax revenue in unassigned fund balance. Excess surplus is typically transferred to the city's construction fund to finance capital investments on a pay-go basis. The construction fund held $26.6 million in cash at the close of fiscal 2021. The city's enterprise funds include a utilities enterprise, liquor enterprise, aquatic center, golf course and an arena enterprise. The enterprises closed fiscal 2021 with a combined cash position of $33.5 million, equal to 313 days cash on hand. Favorably, the general fund has not had to support any of the city's enterprises. Liquidity The city closed fiscal 2021 with a net cash position of $39.7 million, or an ample 74% of operating revenue. Debt, pensions and OPEB: elevated leverage and fixed costs The city's leverage and fixed costs will remain elevated given regular capital borrowing and exposure to two underfunded state pension plans. Edina is in the process of issuing $29.3 million in general obligation unlimited tax (GOULT) bonds for street reconstruction and utility infrastructure improvement projects. Following the sale, the city's debt portfolio will consist of $108.9 million in GOULT debt and $12.9 million in lease revenue bonds issued through the Edina Housing and Redevelopment Authority. When incorporating the city's pension and other post-employment benefit (OPEB) liabilities, total leverage will be a high 455% of operating revenue (see Exhibit 3). Fixed costs, inclusive of debt service and retirement contributions, were an elevated 25% of revenue and consist primarily of debt service (see Exhibit 4). Exhibit 3 Unfunded pension liabilities comprise more than half of total leverage Exhibit 4 Elevated fixed costs driven by debt service Fixed costs as % of revenue 0% 50% 100% 150% 200% 250% 300% 350% 400% 450% 500% 2018 2019 2020 2021 post-sale Debt ANPL Adj. NOL Sources: Edina (City of) MN’s financial statements and Moody’s Investors Service 0% 5% 10% 15% 20% 25% 30% 2018 2019 2020 2021 Debt service Pension contributions OPEB contributions Sources: Edina (City of) MN’s financial statements and Moody’s Investors Service 3 16 June 2022 Edina (City of) MN: Update to credit analysis MOODY'S INVESTORS SERVICE U.S. PUBLIC FINANCE Legal security Outstanding GOULT bonds are backed by the city’s full faith and credit pledge and the authority to levy a dedicated property tax unlimited as to rate and amount. The GOULT bonds are additionally secured by statute. The city's lease revenue bonds are payable from lease payments made by the city to the Edina Housing and Redevelopment Authority, subject to annual appropriation. Debt structure All of the city's debt is fixed rate. Principal amortization is average with 75% retired within 10 years. Debt-related derivatives The city has no exposure to any debt-related derivatives. Pensions and OPEB The city participates in two multiple-employer cost-sharing plans, the General Employees Retirement Fund (GERF) and the Public Employees Police and Fire Fund (PEPFF). Minnesota statutes establish local government retirement contributions as a share of annual payroll. The state of Minnesota approved legislation in 2018 that modified benefits and modestly increased contributions for some pension plans. Employer contributions from cities to the police and fire plan, for example, increased to 17.7% in 2020 from the previous rate of 16.2%. The total employer contributions from all participating governments to both PEPFF and GERF, in aggregate, met or exceeded 100% of each plan’s “tread water” indicator in fiscal 2021. The city’s three-year adjusted net pension liability (ANPL) is $134.3 million, equivalent to 2.5x operating revenue or 1% of full value. Moody's ANPL reflects the use of a market-based discount rate to value pension liabilities rather than the assumed rate of investment return on plan assets. In comparison, the reported net pension liability (NPL), based on the plans' 7.5% discount rate, was $15.2 million in fiscal 2021. The city’s ANPL is much higher than reported pension liabilities because the market interest rates that we use to value pension liabilities are far lower than reported discount rates (see Exhibit 5). Exhibit 5 Adjusted pension liabilities notably higher than reported pension liabilities because of Moody's adjustments $ thousands 2019 2020 2021 Net pension liability, reported basis $19,453 $23,073 $15,245 Discount rate 7.50%7.50%7.50% Net OPEB liability, reported basis $3,618 $2,189 $2,518 Adj. net pension liability $105,141 $138,788 $158,841 Discount rate 3.51%2.70%2.84% Adj. net OPEB liability $3,584 $2,071 $2,559 Sources: Edina (City of) MN’s financial statements and Moody’s Investors Service OPEB obligations do not pose a material cost. The OPEB liability reflects an implicit rate subsidy for retirees who pay to remain on the city's health care plan until Medicare eligibility. These liabilities are funded on a pay-as-you-go basis, with contributions of $153,000 in fiscal 2021. The city's net OPEB liability at the close of fiscal 2021 was $2.5 million. Moody's adjusted net OPEB liability, which is similar to our adjustments to pension liabilities, is $2.6 million, equivalent to less than 0.1x operating revenue. 4 16 June 2022 Edina (City of) MN: Update to credit analysis MOODY'S INVESTORS SERVICE U.S. PUBLIC FINANCE ESG considerations EDINA (CITY OF) MN's ESG Credit Impact Score is Positive CIS-1 Exhibit 6 ESG Credit Impact Score Source: Moody's Investors Service Edina's ESG Credit Impact Score is positive (CIS-1), reflecting positive social attributes, a strong governance profile and low exposure to environmental risks, all which support the city’s credit rating, resilience and capacity to respond to shocks. Exhibit 7 ESG Issuer Profile Scores Source: Moody's Investors Service Environmental Edina's overall E issuer profile score is neutral-to-low (E-2), reflecting relatively low exposure to environmental risks across all categories, including physical climate risk, carbon transition, natural resources management, waste and pollution. In 2021, the city approved a Climate Action Plan which includes goals to reduce greenhouse gas emissions by 45% (compared to 2019 levels) by 2030 and achieve net zero emissions by 2050. Social The S issuer profile score is positive (S-1), reflecting population growth, a diverse labor market, and strong educational attainment. Health and safety metrics are slightly stronger than the nation, though the population is aging. Residents have easy access to basic services and 98% of the city's population has health insurance compared to the national rate of 91%. Median family income is almost twice that of the nation, and both poverty and unemployment are well below average. Governance Edina's G issuer profile score is positive (G-1), reflecting strong institutional structure and an established history of prudent budget management. City management utilizes a conservative budgetary approach and multi-year capital planning to maintain operating reserves in compliance with its formal fund balance policy. Edina's primary revenue source is property taxes and its revenue-raising flexibility is moderate as cities generally benefit from unlimited levying authority, except during years in which the state has imposed limits. Levy limits are not currently in place for cities. Unlike many Minnesota cities, Edina does not currently receive any state Local Government Aid. 5 16 June 2022 Edina (City of) MN: Update to credit analysis MOODY'S INVESTORS SERVICE U.S. PUBLIC FINANCE Rating methodology and scorecard factors The US Local Government General Obligation Debt methodology includes a scorecard, a tool providing a composite score of a local government’s credit profile based on the weighted factors we consider most important, universal and measurable, as well as possible notching factors dependent on individual credit strengths and weaknesses. Its purpose is not to determine the final rating, but rather to provide a standard platform from which to analyze and compare local government credits. Exhibit 8 Edina (City of) MN Rating Factors Measure Score Economy/Tax Base (30%)[1] Tax Base Size: Full Value (in 000s)$14,077,303 Aaa Full Value Per Capita $269,603 Aaa Median Family Income (% of US Median)189.0%Aaa Finances (30%) Fund Balance as a % of Revenues 55.8%Aaa 5-Year Dollar Change in Fund Balance as % of Revenues 12.2%Aa Cash Balance as a % of Revenues 74.1%Aaa 5-Year Dollar Change in Cash Balance as % of Revenues 17.4%Aa Management (20%) Institutional Framework Aa Aa Operating History: 5-Year Average of Operating Revenues / Operating Expenditures 1.0x A Debt and Pensions (20%) Net Direct Debt / Full Value (%)0.7%Aa Net Direct Debt / Operating Revenues (x)1.9x A 3-Year Average of Moody's Adjusted Net Pension Liability / Full Value (%)1.0%Aa 3-Year Average of Moody's Adjusted Net Pension Liability / Operating Revenues (x)2.5x A Notching Factors:[2] Unusually Strong or Weak Security Features Up Scorecard-Indicated Outcome Aaa Assigned Rating Aaa [1] Economy measures are based on data from the most recent year available. [2] Notching Factors are specifically defined in the US Local Government General Obligation Debt methodology. [3] Standardized adjustments are outlined in the GO Methodology Scorecard Inputs publication. Sources: US Census Bureau, Edina (City of) MN’s financial statements and Moody’s Investors Service 6 16 June 2022 Edina (City of) MN: Update to credit analysis MOODY'S INVESTORS SERVICE U.S. PUBLIC FINANCE © 2022 Moody’s Corporation, Moody’s Investors Service, Inc., Moody’s Analytics, Inc. and/or their licensors and affiliates (collectively, “MOODY’S”). All rights reserved. CREDIT RATINGS ISSUED BY MOODY'S CREDIT RATINGS AFFILIATES ARE THEIR CURRENT OPINIONS OF THE RELATIVE FUTURE CREDIT RISK OF ENTITIES, CREDIT COMMITMENTS, OR DEBT OR DEBT-LIKE SECURITIES, AND MATERIALS, PRODUCTS, SERVICES AND INFORMATION PUBLISHED BY MOODY’S (COLLECTIVELY, “PUBLICATIONS”) MAY INCLUDE SUCH CURRENT OPINIONS. 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REPORT NUMBER 1331987 7 16 June 2022 Edina (City of) MN: Update to credit analysis MOODY'S INVESTORS SERVICE U.S. PUBLIC FINANCE CLIENT SERVICES Americas 1-212-553-1653 Asia Pacific 852-3551-3077 Japan 81-3-5408-4100 EMEA 44-20-7772-5454 8 16 June 2022 Edina (City of) MN: Update to credit analysis 4893-4644-8417\5 CERTIFICATION OF MINUTES RELATING TO $26,305,000 GENERAL OBLIGATION BONDS, SERIES 2022A Issuer: City of Edina, Minnesota Governing Body: City Council Kind, date, time and place of meeting: A regular meeting held on June 21, 2022 at 7:00 o’clock P.M., at the City Hall, Edina, Minnesota. Members present: Members absent: Documents Attached: Minutes of said meeting (including): RESOLUTION NO. _________ RESOLUTION AUTHORIZING ISSUANCE, AWARDING SALE, PRESCRIBING THE FORM AND DETAILS AND PROVIDING FOR THE PAYMENT OF $26,305,000 GENERAL OBLIGATION BONDS, SERIES 2022A I, the undersigned, being the duly qualified and acting recording officer of the public corporation issuing the bonds referred to in the title of this certificate, certify that the documents attached hereto, as described above, have been carefully compared with the original records of said corporation in my legal custody, from which they have been transcribed; that said documents are a correct and complete transcript of the minutes of a meeting of the governing body of said corporation, and correct and complete copies of all resolutions and other actions taken and of all documents approved by the governing body at said meeting, so far as they relate to said bonds; and that said meeting was duly held by the governing body at the time and place and was attended throughout by the members indicated above, pursuant to call and notice of such meeting given as required by law. WITNESS my hand officially as such recording officer this ______ day of June, 2022. _________________________________________ Sharon Allison, City Clerk 4893-4644-8417\5 It was reported that eleven (11) proposals had been received prior to 10:00 A.M., Central Time today for the purchase of the $26,305,000 General Obligation Bonds, Series 2022A of the City pursuant to the Preliminary Official Statement distributed to potential purchasers of the Bonds by Ehlers & Associates, Inc., municipal advisor to the City. The proposals have been read and tabulated, and the terms of each have been determined to be as follows: [See Attached] 4893-4644-8417\5 4893-4644-8417\5 4893-4644-8417\5 Councilmember ___________________________ then introduced the following resolution and moved its adoption: RESOLUTION NO. ___________ RESOLUTION AUTHORIZING ISSUANCE, AWARDING SALE, PRESCRIBING THE FORM AND DETAILS AND PROVIDING FOR THE PAYMENT OF $26,305,000 GENERAL OBLIGATION BONDS, SERIES 2022A BE IT RESOLVED by the City Council (the “Council”) of the City of Edina, Minnesota (the “City”), as follows: Section 1. Authorization and Sale. 1.01. Authorization of Bonds. This Council hereby determines it to be in the best interest of the City to issue and sell its General Obligation Bonds, Series 2022A (the “Bonds”) pursuant to Minnesota Statutes, Chapters 429 and 475 and Sections 161.18 and 444.075, upon the terms and conditions hereinafter set forth. Pursuant to Resolution No. 2005-70, adopted on August 16, 2005, the City created a revolving fund as contemplated by Minnesota Statutes, Section 429.091, Subdivision 7a, designated as the Permanent Improvement Revolving Fund, and established certain accounts within such Permanent Improvement Revolving Fund. The portion of the Bonds ($2,145,000) that is being issued pursuant to Minnesota Statutes, Chapter 429 (the “Improvement Bonds”) will be used to finance various street improvement projects (the “Improvements”) within the City. The portion of the Bonds ($10,465,000) that is being issued pursuant to Minnesota Statutes, Section 162.18 (the “State Aid Bonds”), will be used to finance certain road reconstruction in the City (the “State Aid Projects”). The average annual amount of principal and interest due in all subsequent calendar years on the State Aid Bonds, including any similar obligations of the City which are outstanding ($963,067.75), does not exceed 90 percent ($1,879,553.70) of the amount of the last annual allotment preceding the bond issue received by the City from the construction account in the municipal state-aid street fund ($2,088,393). The portion of the Bonds ($13,695,000) that is being issued pursuant to Minnesota Statutes, Section 444.075 (the “Utilities Bonds”) will be used to finance improvements (the “Utilities Improvements,” and together with the Improvements and the State Aid Projects, the “Projects”) to the City’s municipal storm sewer and water utilities (the “Utilities”). Maturity schedules for each portion of the Bonds are attached hereto as Exhibit A. 1.02. Sale of Bonds. The City has retained Ehlers & Associates, Inc. (“Ehlers”), as independent municipal advisors in connection with the sale of the Bonds. Pursuant to Minnesota Statutes, Section 475.60, subdivision 2, paragraph (9), the requirements as to public sale do not apply to the issuance of the Bonds. Pursuant to the Terms of Proposal and the Preliminary -2- 4893-4644-8417\5 Official Statement prepared on behalf of the City by Ehlers, sealed or electronic proposals for the purchase of the Bonds were received at or before the time specified for receipt of proposals. The proposals have been opened and publicly read and considered and the purchase price, interest rates and net interest cost under the terms of each proposal have been determined. The most favorable proposal received is that of Fifth Third Securities, Inc., in Cincinnati, Ohio (the “Purchaser”), to purchase the Bonds in the principal amount of $26,305,000 at a purchase price of $29,765,126.68, on the further terms and conditions hereinafter set forth. 1.03. Award. The proposal is hereby accepted, and the Mayor and the City Manager are hereby authorized and directed to execute a contract on the part of the City for the sale of the Bonds with the Purchaser in accordance with the Terms of Proposal. The good faith deposit of the Purchaser shall be retained and deposited by the City until the Bonds have been delivered and shall be deducted from the purchase price paid at settlement. 1.04. Performance of Requirements. All acts, conditions and things which are required by the Constitution and laws of the State of Minnesota, including Minnesota Statutes, Chapters 429 and 475 and Sections 161.18 and 444.075, as amended, to exist, to happen and to be performed precedent to and in the valid issuance of the Bonds having been done, now existing, having happened and having been performed, it is now necessary for the Council to establish the form and terms of the Bonds, to provide security therefor and to issue the Bonds forthwith. Section 2. Bond Terms; Registration; Execution and Delivery. 2.01. Maturities; Interest Rates; Denominations; Payment. The Bonds shall be designated General Obligation Bonds, Series 2022A, shall be originally dated as of July 14, 2022, shall be in the denomination of $5,000 each, or any integral multiple thereof, shall mature on February 1 in the respective years and amounts stated below, and shall bear interest, computed on the basis of a 360-day year consisting of twelve 30-day months, from July 14, 2022, until paid or duly called for redemption at the respective annual rates set forth opposite such years and amounts, as follows: -3- 4893-4644-8417\5 Year Amount Rate Year Amount Rate 2024 1,150,000 5.00% 2032 1,835,000 5.00% 2025 1,310,000 5.00 2033 1,925,000 5.00 2026 1,370,000 5.00 2034 1,910,000 5.00 2027 1,440,000 5.00 2035 2,005,000 5.00 2028 1,510,000 5.00 2036 2,105,000 5.00 2029 1,590,000 5.00 2037 2,215,000 5.00 2030 1,665,000 5.00 2038 2,325,000 5.00 2031 1,755,000 5.00 2039 195,000 5.00 The Bonds shall be issuable only in fully registered form. The interest thereon and, upon surrender of each Bond, the principal amount thereof, shall be payable by check or draft issued by the Registrar for the Bonds appointed herein. 2.02. Interest Payment Dates. Each Bond shall be dated by the Registrar as of the date of its authentication. The interest on the Bonds shall be payable on February 1 and August 1 in each year, commencing February 1, 2023, to the owner of record thereof as of the close of business on the fifteenth day of the immediately preceding month, whether or not such day is a business day. 2.03. Registration. The City shall appoint, and shall maintain, a bond registrar, transfer agent and paying agent (the “Registrar”). The effect of registration and the rights and duties of the City and the Registrar with respect thereto shall be as follows: (a) Register. The Registrar shall keep at its principal corporate trust office a bond register in which the Registrar shall provide for the registration of ownership of Bonds and the registration of transfers and exchanges of Bonds entitled to be registered, transferred or exchanged. (b) Transfer of Bonds. Upon surrender for transfer of any Bond duly endorsed by the registered owner thereof or accompanied by a written instrument of transfer, in form satisfactory to the Registrar, duly executed by the registered owner thereof or by an attorney duly authorized by the registered owner in writing, the Registrar shall authenticate and deliver, in the name of the designated transferee or transferees, one or more new Bonds of a like aggregate principal amount and maturity, as requested by the transferor. The Registrar may, however, close the books for registration of any transfer after the fifteenth day of the month preceding each interest payment date and until such interest payment date. (c) Exchange of Bonds. Whenever any Bonds are surrendered by the registered owner for exchange the Registrar shall authenticate and deliver one or more new Bonds of a like aggregate principal amount and maturity, as requested by the registered owner or the owner’s attorney in writing. -4- 4893-4644-8417\5 (d) Cancellation. All Bonds surrendered upon any transfer or exchange shall be promptly canceled by the Registrar and thereafter disposed of as directed by the City. (e) Improper or Unauthorized Transfer. When any Bond is presented to the Registrar for transfer, the Registrar may refuse to transfer the same until it is satisfied that the endorsement on such Bond or separate instrument of transfer is valid and genuine and that the requested transfer is legally authorized. The Registrar shall incur no liability for the refusal, in good faith, to make transfers which it, in its judgment, deems improper or unauthorized. (f) Persons Deemed Owners. The City and the Registrar may treat the person in whose name any Bond is at any time registered in the bond register as the absolute owner of such Bond, whether such Bond shall be overdue or not, for the purpose of receiving payment of, or on account of, the principal of and interest on such Bond and for all other purposes, and all such payments so made to any such registered owner or upon the owner’s order shall be valid and effectual to satisfy and discharge the liability upon such Bond to the extent of the sum or sums so paid. (g) Taxes, Fees and Charges. For every transfer or exchange of Bonds (except for an exchange upon a partial redemption of a Bond), the Registrar may impose a charge upon the owner thereof sufficient to reimburse the Registrar for any tax, fee or other governmental charge required to be paid with respect to such transfer or exchange. (h) Mutilated, Lost, Stolen or Destroyed Bonds. In case any Bond shall become mutilated or be destroyed, stolen or lost, the Registrar shall deliver a new Bond of like amount, number, maturity date and tenor in exchange and substitution for and upon cancellation of any such mutilated Bond or in lieu of and in substitution for any such Bond destroyed, stolen or lost, upon the payment of the reasonable expenses and charges of the Registrar in connection therewith; and, in the case of a Bond destroyed, stolen or lost, upon filing with the Registrar of evidence satisfactory to it that such Bond was destroyed, stolen or lost, and of the ownership thereof, and upon furnishing to the Registrar of an appropriate bond or indemnity in form, substance and amount satisfactory to it, in which both the City and the Registrar shall be named as obligees. All Bonds so surrendered to the Registrar shall be canceled by it and evidence of such cancellation shall be given to the City. If the mutilated, destroyed, stolen or lost Bond has already matured or been called for redemption in accordance with its terms it shall not be necessary to issue a new Bond prior to payment. (i) Authenticating Agent. The Registrar is hereby designated authenticating agent for the Bonds, within the meaning of Minnesota Statutes, Section 475.55, Subdivision 1, as amended. (j) Valid Obligations. All Bonds issued upon any transfer or exchange of Bonds shall be the valid obligations of the City, evidencing the same debt, and entitled to the -5- 4893-4644-8417\5 same benefits under this Resolution as the Bonds surrendered upon such transfer or exchange. 2.04. Appointment of Registrar and Paying Agent. The City hereby appoints U.S. Bank Trust Company, National Association in St. Paul, Minnesota, as the initial Registrar. The Mayor and City Manager are authorized to execute and deliver, on behalf of the City, a contract with U.S. Bank Trust Company, National Association, as Registrar. Upon merger or consolidation of the Registrar with another corporation, if the resulting corporation is a bank or trust company authorized by law to conduct such business, such corporation shall be authorized to act as successor Registrar. The City agrees to pay the reasonable and customary charges of the Registrar for the services performed. The City reserves the right to remove any Registrar upon thirty (30) days’ notice and upon the appointment of a successor Registrar, in which event the predecessor Registrar shall deliver all cash and Bonds in its possession to the successor Registrar. 2.05. Redemption. Bonds maturing in 2033 and later years are each subject to redemption and prepayment at the option of the City, in whole or in part, and if in part in such order of maturity dates as the City may select and by lot as selected by the Registrar (or, if applicable, by the bond depository in accordance with its customary procedures) in multiples of $5,000 as to Bonds maturing on the same date, on February 1, 2032, and on any date thereafter, at a price equal to the principal amount thereof plus accrued interest to the date of redemption. Prior to the date specified for the redemption of any Bond prior to its stated maturity date, the City will cause notice of the call for redemption to be published if and as required by law, and, at least thirty days prior to the designated redemption date, will cause notice of the call to be mailed by first class mail (or, if applicable, provided in accordance with the operational arrangements of the bond depository), to the registered owner of any Bond to be redeemed at the owner’s address as it appears on the Bond Register maintained by the Registrar, but no defect in or failure to give such mailed notice of redemption shall affect the validity of proceedings for the redemption of any Bond not affected by such defect or failure. Official notice of redemption having been given as aforesaid, the Bonds or portions of Bonds so to be redeemed shall, on the redemption date, become due and payable at the redemption price therein specified, and from and after such date (unless the City shall default in the payment of the redemption price) such Bonds or portions of such Bonds shall cease to bear interest. Upon partial redemption of any Bond, a new Bond or Bonds will be delivered to the registered owner without charge, representing the remaining principal amount outstanding. Notice of redemption shall be given as provided in the preceding paragraph. 2.06. Execution, Authentication and Delivery. The Bonds shall be prepared under the direction of the City Finance Director and shall be executed on behalf of the City by the signatures of the Mayor and the City Manager, provided that all signatures may be printed, engraved or lithographed facsimiles of the originals. In case any officer whose signature or a facsimile of whose signature shall appear on the Bonds shall cease to be such officer before the delivery of any Bond, such signature or facsimile shall nevertheless be valid and sufficient for all purposes, the same as if he or she had remained in office until delivery. Notwithstanding such -6- 4893-4644-8417\5 execution, no Bond shall be valid or obligatory for any purpose or entitled to any security or benefit under this Resolution unless and until a certificate of authentication on such Bond has been duly executed by the manual signature of an authorized representative of the Registrar. Certificates of authentication on different Bonds need not be signed by the same representative. The executed certificate of authentication on each Bond shall be conclusive evidence that it has been authenticated and delivered under this Resolution. When the Bonds have been so prepared, executed and authenticated, the City Finance Director shall deliver them to the Purchaser upon payment of the purchase price in accordance with the contract of sale heretofore made and executed, and the Purchaser shall not be obligated to see to the application of the purchase price. 2.07. Form of Bonds. The Bonds shall be typed or printed in substantially the form attached hereto as Exhibit B. 2.08. Use of Securities Depository; Book-Entry Only System. The provisions of this Section shall take precedence over the provisions of Sections 2.01 through 2.07 to the extent they are inconsistent therewith. (a) The Depository Trust Company (“DTC”) has agreed to act as securities depository for the Bonds, and to provide a Book-Entry Only System for registering the ownership interest of the financial institutions for which it holds the Bonds (the “DTC Participants”), and for distributing to such DTC Participants such amount of the principal and interest payments on the Bonds as they are entitled to receive, for redistribution to the beneficial owners of the Bonds as reflected in their records (the “Beneficial Owners”). (b) Initially, and so long as DTC or another qualified entity continues to act as securities depository, the Bonds shall be issued in typewritten form, one for each maturity in a principal amount equal to the aggregate principal amount of each maturity, shall be registered in the name of the securities depository or its nominee, shall be subject to the provisions of this Section 2.08, and no Beneficial Owner shall have the right to receive a certificate of ownership or printed Bond. While DTC is acting as the securities depository, the Bonds shall be registered in the name of the DTC’s nominee, CEDE & CO; provided that upon delivery by DTC to the City and the Registrar of written notice to the effect that DTC has determined to substitute a new nominee in place of CEDE & CO., the words “CEDE & CO.” in this Resolution shall refer to such new nominee of DTC. With respect to Bonds registered in the name of a securities depository or its nominee, the City and the Registrar shall have no responsibility or obligation to any DTC Participant or Beneficial Owner with respect to the following: (i) the accuracy of the records of any securities depository or its nominee with respect to any ownership interest in the Bonds, (ii) the delivery to any DTC Participant or other person or any other person, other than DTC, of any notice with respect to the Bonds, including any notice of redemption, or (iii) the payment to any DTC Participant or any other person, other than DTC, of any amount with respect to the principal of or premium, if any, or interest on the Bonds. The Registrar shall pay all principal of and premium, if any, and interest on the Bonds only to or upon the order of DTC, and all such payments shall be valid and effective to fully satisfy and discharge the City’s obligations with respect to the -7- 4893-4644-8417\5 principal and interest on the Bonds to the extent of the sum or sums so paid. So long as the Book-Entry Only System is in effect, no person other than DTC shall receive an authenticated Bond. (c) Upon receipt by the City and the Registrar of written notice from the securities depository to the effect that it is unable or unwilling to discharge its responsibilities under the Book-Entry Only System, the Registrar shall issue, transfer and exchange Bonds of the initial series as requested by the securities depository in appropriate amounts, and whenever the securities depository requests the City and the Registrar to do so, the City and the Registrar shall cooperate with the securities depository in taking appropriate action after reasonable notice (i) to arrange for a substitute depository willing and able, upon reasonable and customary terms, to maintain custody of the Bonds, or (ii) to make available Bonds registered in whatever name or names the Beneficial Owner registering ownership transferring or exchanging such Bonds shall designate, in accordance with clause (f) or clause (g) below, whichever is applicable. (d) In the event the City determines that it is in the best interests of the Beneficial Owner that they be able to obtain printed Bonds, the City may so notify the securities depository and the Registrar, whereupon the securities depository shall notify the Beneficial Owners of the availability through the securities depository of such printed Bonds. In such event, the City shall cause to be prepared and the Registrar shall issue, transfer and exchange the printed Bonds fully executed and authenticated, as requested by the securities depository in appropriate amounts and, whenever the securities depository requests, the City and the Registrar shall cooperate with the securities depository in taking appropriate action after reasonable notice to make available printed Bonds registered on the Bond Register in whatever name or names the Beneficial Owners entitled to receive Bonds shall designate, in accordance with clause (f) or clause (g) below, whichever is applicable. (e) Notwithstanding any other provisions of this Resolution to the contrary, so long as any Bond is registered in the name of a securities depository or its nominee, all payments of principal and interest on the Bond and all notices with respect to the Bond shall be made and given, respectively, to the securities depository. (f) In the event that the Book-Entry Only System established pursuant to this Section is discontinued, except as provided in clause (g), the Bonds shall be issued through the securities depository to the Beneficial Owners. (g) In the event of termination of the Book-Entry Only System, the City shall have the right to terminate, and shall take all steps necessary to terminate, all arrangements with the securities depository described herein, and thereafter shall issue, register ownership of, transfer and exchange all Bonds as provided in Section 2.03. Upon receipt by the securities depository of notice from the City, the securities depository shall take all actions necessary to assist the City and the Registrar in terminating all arrangements for the issuance of documents evidencing ownership interests in the Bonds through the securities depository. Nothing herein shall affect the securities depository’s rights under clause (e) above. Section 3. Use of Proceeds. -8- 4893-4644-8417\5 3.01. General Obligation Bonds, Permanent Improvement Revolving Fund Series 2022A Improvement Construction Fund. The City hereby establishes within the Construction Fund of the Permanent Improvement Revolving Fund a special subbaccount designated as the Permanent Improvement Revolving Fund Series 2022A Improvement Construction Fund (the “Series 2022A Improvement Construction Fund”) as a separate bookkeeping account on its books and records. There shall be deposited into the Series 2022A Improvement Construction Fund, when and as received, proceeds of the Improvement Bonds in the amount of $2,268,244.41, representing the estimated costs of the Improvements ($2,251,930.44) and costs of issuance of the Improvement Bonds ($16,313.97). Additionally, there shall be deposited to the Series 2022A Construction Fund, a City equity contribution in the amount of $805,948.15. There shall be established a separate account within the Series 2022A Improvement Construction Fund to record expenditures for each Improvement. The Series 2022A Improvement Construction Fund shall be used solely to defray expenses of the Improvements and costs of issuance of the Improvement Bonds, including but not limited to the transfer to the Improvement Bond Fund created in Section 4.01 hereof, of amounts sufficient for the payment of interest due upon the Improvement Bonds prior to the completion of the Improvements and the payment of the expenses incurred by the City in connection with the issuance of the Improvement Bonds. At such time as the Improvements are completed, the City shall transfer any remaining balance in the Series 2022A Improvement Construction Fund as provided in Resolution No. 2005-70. 3.02. General Obligation Bonds, Series 2022A Utilities Construction Fund. There is hereby established in the official books and records of the City, a separate General Obligation Bonds, Series 2022A Utilities Construction Fund (the “Series 2022A Utilities Construction Fund”). The City hereby appropriates to the Series 2022A Utilities Construction Fund proceeds of the Utilities Bonds in the amount of $15,490,299.18, representing the estimated costs of the Utilities Improvements ($15,404,786.72) and costs of issuance of the Utilities Bonds ($85,512.46). The Series 2022A Utilities Construction Fund shall be used solely to defray expenses of the Utilities Improvements and costs of issuance of the Utilities Bonds, including but not limited to the transfer to the Utilities Bond Fund created in Section 4.02 hereof, of amounts sufficient for the payment of interest due upon the Utilities Bonds prior to the completion of the Utilities Improvements and the payment of the expenses incurred by the City in connection with the issuance of the Utilities Bonds. Upon completion and payment of all costs of the Utilities Improvements, any balance of the proceeds of Utilities Bonds remaining in the Series 2022A Utilities Construction Fund may be used to pay the cost, in whole or in part, of any other improvements to the Utilities, as directed by the Council, but any balance of such proceeds not so used shall be credited and paid to the Utilities Bond Fund. 3.03. General Obligation Bonds, Series 2022A State Aid Construction Fund. There is hereby established in the official books and records of the City, a separate General Obligation Bonds, Series 2022A State Aid Construction Fund (the “Series 2022A State Aid Construction Fund”). The City hereby appropriates to the Series 2022A State Aid Construction Fund proceeds of the State Aid Bonds in the amount of $11,840,643.51, representing the estimated costs of the State Aid Projects ($11,773,369.94) and costs of issuance of the State Aid Bonds ($67,273.57) The Series 2022A State Aid Construction Fund shall be used solely to defray expenses of the State Aid Projects and costs of issuance of the State Aid Bonds, including but not limited to the -9- 4893-4644-8417\5 transfer to the State Aid Bond Fund created in Section 4.03 hereof, of amounts sufficient for the payment of interest due upon the State Aid Bonds prior to the completion of the State Aid Projects and the payment of the expenses incurred by the City in connection with the issuance of the State Aid Bonds. Upon completion and payment of all costs of the State Aid Projects, any balance of the proceeds of State Aid Bonds remaining in the Series 2022A State Aid Fund may be used to pay the cost, in whole or in part, of any other improvements to the State Aid Projects, as directed by the Council, but any balance of such proceeds not so used shall be credited and paid to the State Aid Bond Fund. Section 4. Bond Funds. 4.01. Improvement Bond Fund. So long as any of the Improvement Bonds are outstanding and any principal of or interest thereon unpaid, the City shall maintain a separate debt service fund on its official books and records to be known as the General Obligation Bonds, Series 2022A Improvement Bond Fund (the “Improvement Bond Fund”) within the Debt Service Account of the Permanent Improvement Revolving Fund (the “Debt Service Account”), and the principal of and interest on the Improvement Bonds shall be payable from the Improvement Bond Fund. The City irrevocably appropriates to the Improvement Bond Fund (a) proceeds of the Improvement Bonds in the amount of $165,939.58, representing capitalized interest; (b) all moneys transferred with respect to the Improvement Bonds from other accounts within the Permanent Improvement Revolving Fund to the Debt Service Account; and (c) all other moneys as shall be appropriated by the Council to the Improvement Bond Fund from time to time. On the business day preceding each date on which principal of or interest on the Improvement Bonds are to be paid by the City in accordance with this Resolution, the City Finance Director shall, without further direction by the Council, transfer from the Debt Service Account in the Permanent Improvement Revolving Fund to the Improvement Bond Fund an amount sufficient to pay such principal and interest. If the aggregate balance in the Improvement Bond Fund is at any time insufficient to pay all interest and principal then due on all Improvement Bonds payable therefrom, the payment shall be made from any fund of the City which is available for that purpose, subject to reimbursement from the Permanent Improvement Revolving Fund when the balance therein is sufficient, and the Council covenants and agrees that it will each year levy a sufficient amount of ad valorem taxes to take care of any accumulated or anticipated deficiency, which levy is not subject to any constitutional or statutory limitation. 4.02. Utilities Bond Fund. The Utilities Bonds shall be payable from a separate General Obligation Bonds, Series 2022A Utilities Bond Fund (the “Utilities Bond Fund”), which the City agrees to maintain until the Utilities Bonds have been paid in full. If the balance in the Utilities Bond Fund is ever insufficient to pay all principal and interest then due on bonds payable therefrom, the City Finance Director shall nevertheless provide sufficient money from any other funds of the City which are available for that purpose, and such other funds shall be reimbursed from subsequent receipts of net revenues of the Utilities appropriated to the Utilities Bond Fund and, if necessary, from the proceeds of the taxes levied for the Utilities Bond Fund. The City Finance Director shall deposit in the Utilities Bond Fund all other money which may at any time be received for or appropriated to the payment of such bonds and interest, including the net revenues of the Utilities herein pledged and appropriated to the Utilities Bond Fund. -10- 4893-4644-8417\5 4.03. State Aid Bond Fund. The State Aid Bonds shall be payable from a separate General Obligation Bonds, Series 2022A State Aid Bond Fund (the “State Aid Bond Fund”), which the City agrees to maintain until the State Aid Bonds have been paid in full. There is hereby irrevocably appropriated to the State Aid Fund, out of moneys allotted and to be allotted to the City from its account in the municipal state aid street fund of the State of Minnesota, such amount as shall be sufficient to pay the principal of and interest on the State Aid Bonds when due, subject to abatement from other funds received by the City for application to debt service on or prepayment of the State Aid Bonds, including but not limited to reimbursements received with respect to the State Aid Projects, or the proceeds of taxes levied pursuant to Section 5.02 hereof. Section 5. Levy of Special Assessments; Full Faith and Credit Pledged. 5.01. Levy of Special Assessments. The City hereby covenants and agrees that for payment of the cost of each of the Improvements it will do and perform all acts and things necessary for the full and valid levy of special assessments against all assessable lots, tracts and parcels of land benefited thereby and located within the area proposed to be assessed therefor, based upon the benefits received by each such lot, tract or parcel, in an aggregate principal amount not less than twenty percent (20%) of the cost of the Improvements. In the event that any such assessment shall be at any time held invalid with respect to any lot, piece or parcel of land, due to any error, defect or irregularity in any action or proceeding taken or to be taken by the City or this Council or any of the City’s officers or employees, either in the making of such assessment or in the performance of any condition precedent thereto, the City and this Council hereby covenant and agree that they will forthwith do all such further acts and take all such further proceedings as may be required by law to make such assessments a valid and binding lien upon such property. The Council presently estimates that the special assessments levied for payment of the cost of the Improvements shall be in the principal amount of $2,438,731.35 payable in not more than 15 installments, the first installment to be collectible with taxes during the year 2024. 5.02. Full Faith and Credit Pledged. The full faith and credit of the City are irrevocably pledged for the prompt and full payment of the principal of and the interest on the Bonds, and the Bonds shall be payable from the Bond Funds in accordance with the provisions and covenants contained in this Resolution. It is estimated that special assessments levied and to be levied for the payment of the Improvements, the state aid allotments pledged to payment of the State Aid Bonds, and net revenues of the Utilities pledged to the payment of the Utilities Bonds will be collected in amounts not less than five percent (5%) in excess of the annual principal and interest requirements of the Improvement Bonds, State Aid Bonds, and Utilities Bonds. Section 6. Imposition of Charges; Additional Bonds. The City hereby covenants and agrees with the holders from time to time of the Utilities Bonds that so long as any of the Utilities Bonds are outstanding, the City will impose and collect reasonable charges for the service, use and availability of the Utilities to the City and its inhabitants according to schedules calculated to produce net revenues which, will be sufficient to pay all principal and interest when due on the Utilities Bonds and all other obligations payable from the net revenues of the Utilities. -11- 4893-4644-8417\5 Net revenues of the Utilities, to the extent necessary, are hereby irrevocably pledged and appropriated to the payment of the principal of the Utilities Bonds and interest thereon, provided that nothing herein shall preclude the City from hereafter making further pledges and appropriations of net revenues of the Utilities for the payment of additional obligations of the City hereafter authorized if the Council determines before the authorization of such additional obligations that the estimated net revenues of the Utilities will be sufficient, together with any other sources pledged to or projected to be used, for the payment of the principal of and interest on the Utilities Bonds and paid therefrom and such additional obligations. Such further pledges and appropriations of said net revenues may be made superior or subordinate to or on a parity with the pledge and appropriation herein made, as to the application of net revenues received from time to time. Section 7. Defeasance. When all of the Bonds have been discharged as provided in this section, all pledges, covenants and other rights granted by this Resolution to the holders of the Bonds shall cease. The City may discharge its obligations with respect to any Bonds which are due on any date by depositing with the Registrar on or before that date a sum sufficient for the payment thereof in full; or, if any Bond should not be paid when due, it may nevertheless be discharged by depositing with the Registrar a sum sufficient for the payment thereof in full with interest accrued from the due date to the date of such deposit. The City may also discharge its obligations with respect to any prepayable Bonds called for redemption on any date when they are prepayable according to their terms, by depositing with the Registrar on or before that date an amount equal to the principal, interest and redemption premium, if any, which are then due, provided that notice of such redemption has been duly given as provided herein. The City may also at any time discharge its obligations with respect to any Bonds, subject to the provisions of law now or hereafter authorizing and regulating such action, by depositing irrevocably in escrow, with a bank or trust company qualified by law as an escrow agent for this purpose, cash or securities which are authorized by law to be so deposited, bearing interest payable at such time and at such rates and maturing or callable at the holder’s option on such dates as shall be required to pay all principal, interest and redemption premiums to become due thereon to maturity or said redemption date. Section 8. County Auditor Registration, Certification of Proceedings, Investment of Money, Arbitrage and Official Statement. 8.01. County Auditor Registration. The City Clerk is hereby authorized and directed to file a certified copy of this Resolution with the County Auditor of Hennepin County, together with such other information as the County Auditor shall require, and to obtain from said County Auditor a certificate that the Bonds have been entered on his bond register as required by law. 8.02. Certification of Proceedings. The officers of the City and the County Auditor of Hennepin County are hereby authorized and directed to prepare and furnish to the Purchaser and to Dorsey & Whitney LLP, Bond Counsel to the City, certified copies of all proceedings and records of the City, and such other affidavits, certificates and information as may be required to show the facts relating to the legality and marketability of the Bonds as the same appear from the books and records under their custody and control or as otherwise known to them, and all such -12- 4893-4644-8417\5 certified copies, certificates and affidavits, including any heretofore furnished, shall be deemed representations of the City as to the facts recited therein. 8.03. Covenant. The City covenants and agrees with the registered owners of the Bonds, that it will not take, or permit to be taken by any of its officers, employees or agents, any action which would cause the interest payable on the Bonds to become subject to taxation under the Internal Revenue Code of 1986, as amended (the “Code”) and Regulations promulgated thereunder (the “Regulations”) as are enacted or promulgated and in effect on the date of issuance of the Bonds, and covenants to take any and all actions within its powers to ensure that the interest on the Bonds will not become includable in gross income of the recipient under the Code and the Regulations. The facilities financed by the Bonds shall at all times during the term of the Bonds be owned and maintained by the City and the City shall not enter into any lease, use agreement, management agreement, capacity agreement or other agreement or contract with any nongovernmental person relating to the use of the facilities financed by the Bonds, or security for the payment of the Bonds which might cause the Bonds to be considered “private activity bonds” or “private loan bonds” pursuant to Section 141 of the Code. 8.04. Arbitrage Certification. The Mayor and the City Manager, being the officers of the City charged with the responsibility for issuing the Bonds pursuant to this Resolution, are authorized and directed to execute and deliver to the Purchaser a certification in accordance with the provisions of Section 148 of the Code, and the Regulations, stating the facts, estimates and circumstances in existence on the date of issue and delivery of the Bonds which make it reasonable to expect that the proceeds of the Bonds will not be used in a manner that would cause the Bonds to be arbitrage bonds within the meaning of the Code and Regulations. 8.05. Arbitrage Rebate. The City shall take such actions as are required to comply with the arbitrage rebate requirements of paragraphs (2) and (3) of Section 148(f) of the Code. 8.06. Official Statement. The Preliminary Official Statement relating to the Bonds, prepared and distributed on behalf of the City by Ehlers and Associates, Inc., is hereby approved. Ehlers is hereby authorized on behalf of the City to prepare and distribute to the Purchaser a Final Official Statement listing the offering price, the interest rates, other information relating to the Bonds required to be included in the Official Statement by Rule 15c2-12 adopted by the Securities and Exchange Commission under the Securities Exchange Act of 1934. Within seven business days from the date hereof, the City shall deliver to the Purchaser a reasonable number of copies of the Final Official Statement. The officers of the City are hereby authorized and directed to execute such certificates as may be appropriate concerning the accuracy, completeness and sufficiency of the Final Official Statement. 8.07. Reimbursement. The City certifies that the proceeds of the Bonds will not be used by the City to reimburse itself for any expenditure with respect to the financed facilities which the City paid or will have paid more than 60 days prior to the issuance of the Bonds unless, with respect to such prior expenditures, the City shall have made a declaration of official intent which complies with the provisions of Section 1.150-2 of the Regulations, provided that a declaration of official intent shall not be required (i) with respect to certain de minimis expenditures, if any, -13- 4893-4644-8417\5 with respect to the financed facilities meeting the requirements of Section 1.150-2(f)(1) of the Regulations, or (ii) with respect to “preliminary expenditures” for the financed facilities as defined in Section 1.150-2(f)(2) of the Regulations, including engineering or architectural expenses and similar preparatory expenses, which in the aggregate do not exceed 20% of the “issue price” of the Bonds. 8.08. Not Qualified Tax-Exempt Obligations. The Bonds are not designated “qualified tax-exempt obligations” for purposes of Section 265(b)(3) of the Code. Section 9. Continuing Disclosure. (a) Purpose and Beneficiaries. To provide for the public availability of certain information relating to the Bonds and the security therefor and to permit the Purchaser and other participating underwriters in the primary offering of the Bonds to comply with amendments to Rule 15c2-12 promulgated by the SEC under the Securities Exchange Act of 1934 (17 C.F.R. § 240.15c2-12), relating to continuing disclosure (as in effect and interpreted from time to time, the Rule), which will enhance the marketability of the Bonds, the City hereby makes the following covenants and agreements for the benefit of the Owners (as hereinafter defined) from time to time of the Outstanding Bonds. The City is the only obligated person in respect of the Bonds within the meaning of the Rule for purposes of identifying the entities in respect of which continuing disclosure must be made. If the City fails to comply with any provisions of this section, any person aggrieved thereby, including the Owners of any Outstanding Bonds, may take whatever action at law or in equity may appear necessary or appropriate to enforce performance and observance of any agreement or covenant contained in this section, including an action for a writ of mandamus or specific performance. Direct, indirect, consequential and punitive damages shall not be recoverable for any default hereunder to the extent permitted by law. Notwithstanding anything to the contrary contained herein, in no event shall a default under this section constitute a default under the Bonds or under any other provision of this resolution. As used in this section, Owner or Bondowner means, in respect of a Bond, the registered owner or owners thereof appearing in the bond register maintained by the Registrar or any Beneficial Owner (as hereinafter defined) thereof, if such Beneficial Owner provides to the Registrar evidence of such beneficial ownership in form and substance reasonably satisfactory to the Registrar. As used herein, Beneficial Owner means, in respect of a Bond, any person or entity which (i) has the power, directly or indirectly, to vote or consent with respect to, or to dispose of ownership of, such Bond (including persons or entities holding Bonds through nominees, depositories or other intermediaries), or (ii) is treated as the owner of the Bond for federal income tax purposes. (b) Information To Be Disclosed. The City will provide, in the manner set forth in subsection (c) hereof, either directly or indirectly through an agent designated by the City, the following information at the following times: (1) on or before twelve months after the end of each fiscal year of the City, commencing with the fiscal year ending December 31, 2022, the following financial information and operating data in respect of the City (the Disclosure Information): -14- 4893-4644-8417\5 (A) the audited financial statements of the City for such fiscal year, prepared in accordance with the governmental accounting standards promulgated by the Governmental Accounting Standards Board or as otherwise provided under Minnesota law, as in effect from time to time, or, if and to the extent such financial statements have not been prepared in accordance with such generally accepted accounting principles for reasons beyond the reasonable control of the City, noting the discrepancies therefrom and the effect thereof, and certified as to accuracy and completeness in all material respects by the fiscal officer of the City; and (B) to the extent not included in the financial statements referred to in paragraph (A) hereof, the information for such fiscal year or for the period most recently available of the type contained in the Official Statement under headings: “VALUATIONS—Current Property Valuations,” “DEBT—Direct Debt,” and “TAX RATES, LEVIES AND COLLECTIONS—Tax Levies and Collections” and “GENERAL INFORMATION—US Census Data—Population Trend” and “— Employment / Unemployment Data,” which information may be unaudited. Notwithstanding the foregoing paragraph, if the audited financial statements are not available by the date specified, the City shall provide on or before such date unaudited financial statements in the format required for the audited financial statements as part of the Disclosure Information and, within 10 days after the receipt thereof, the City shall provide the audited financial statements. Any or all of the Disclosure Information may be incorporated by reference, if it is updated as required hereby, from other documents, including official statements, which have been filed with the SEC or have been made available to the public on the Internet Web site of the Municipal Securities Rulemaking Board (MSRB). If the document incorporated by reference is a final official statement, it must be available from the MSRB. The City shall clearly identify in the Disclosure Information each document so incorporated by reference. If any part of the Disclosure Information can no longer be generated because the operations of the City have materially changed or been discontinued, such Disclosure Information need no longer be provided if the City includes in the Disclosure Information a statement to such effect; provided, however, if such operations have been replaced by other City operations in respect of which data is not included in the Disclosure Information and the City determines that certain specified data regarding such replacement operations would be a Material Fact (as defined in paragraph (2) hereof), then, from and after such determination, the Disclosure Information shall include such additional specified data regarding the replacement operations. If the Disclosure Information is changed or this section is amended as permitted by this paragraph (b)(1) or subsection (d), then the City shall include in the next Disclosure Information to be delivered hereunder, to the extent necessary, an explanation of the reasons for the amendment and the effect of any change in the type of financial information or operating data provided. -15- 4893-4644-8417\5 (2) In a timely manner not in excess of ten business days after the occurrence of the event, notice of the occurrence of any of the following events (each a Material Fact): (A) Principal and interest payment delinquencies; (B) Non-payment related defaults, if material; (C) Unscheduled draws on debt service reserves reflecting financial difficulties; (D) Unscheduled draws on credit enhancements reflecting financial difficulties; (E) Substitution of credit or liquidity providers, or their failure to perform; (F) Adverse tax opinions, the issuance by the Internal Revenue Service of proposed or final determinations of taxability, Notices of Proposed Issue (IRS Form 5701-TEB) or other material notices or determinations with respect to the tax status of the security, or other material events affecting the tax status of the security; (G) Modifications to rights of security holders, if material; (H) Bond calls, if material, and tender offers; (I) Defeasances; (J) Release, substitution, or sale of property securing repayment of the securities, if material; (K) Rating changes; (L) Bankruptcy, insolvency, receivership or similar event of the obligated person; (M) The consummation of a merger, consolidation, or acquisition involving an obligated person or the sale of all or substantially all of the assets of the obligated person, other than in the ordinary course of business, the entry into a definitive agreement to undertake such an action or the termination of a definitive agreement relating to any such actions, other than pursuant to its terms, if material; (N) Appointment of a successor or additional trustee or the change of name of a trustee, if material; (O) Incurrence of a financial obligation of the obligated person, if material, or agreement to covenants, events of default, remedies, priority rights, or other similar terms of a financial obligation of the obligated person, any of which affect security holders, if material; and (P) Default, event of acceleration, termination event, modification of terms, or other similar events under the terms of a financial obligation of the obligated person, any of which reflect financial difficulties. For purposes of the events identified in paragraphs (O) and (P) above, the term “financial obligation” means (i) a debt obligation; (ii) a derivative instrument entered into in connection with, or pledged as security or a source of payment for, an existing or planned debt obligation; or (iii) a guarantee of (i) or (ii). The term “financial obligation” shall not include municipal -16- 4893-4644-8417\5 securities as to which a final official statement has been provided to the MSRB consistent with the Rule. As used herein, for those events that must be reported if material, an event is “material” if it is an event as to which a substantial likelihood exists that a reasonably prudent investor would attach importance thereto in deciding to buy, hold or sell a Bond or, if not disclosed, would significantly alter the total information otherwise available to an investor from the Official Statement, information disclosed hereunder or information generally available to the public. Notwithstanding the foregoing sentence, an event is also “material” if it is an event that would be deemed material for purposes of the purchase, holding or sale of a Bond within the meaning of applicable federal securities laws, as interpreted at the time of discovery of the occurrence of the event. For the purposes of the event identified in (L) hereinabove, the event is considered to occur when any of the following occur: the appointment of a receiver, fiscal agent or similar officer for an obligated person in a proceeding under the U.S. Bankruptcy Code or in any other proceeding under state or federal law in which a court or governmental authority has assumed jurisdiction over substantially all of the assets or business of the obligated person, or if such jurisdiction has been assumed by leaving the existing governing body and officials or officers in possession but subject to the supervision and orders of a court or governmental authority, or the entry of an order confirming a plan of reorganization, arrangement or liquidation by a court or governmental authority having supervision or jurisdiction over substantially all of the assets or business of the obligated person. (3) In a timely manner, notice of the occurrence of any of the following events or conditions: (A) the failure of the City to provide the Disclosure Information required under paragraph (b)(1) at the time specified thereunder; (B) the amendment or supplementing of this section pursuant to subsection (d), together with a copy of such amendment or supplement and any explanation provided by the City under subsection (d)(2); (C) the termination of the obligations of the City under this section pursuant to subsection (d); (D) any change in the accounting principles pursuant to which the financial statements constituting a portion of the Disclosure Information are prepared; and (E) any change in the fiscal year of the City. (c) Manner of Disclosure. (1) The City agrees to make available to the MSRB, in an electronic format as prescribed by the MSRB from time to time, the information described in subsection (b). -17- 4893-4644-8417\5 (2) All documents provided to the MSRB pursuant to this subsection (c) shall be accompanied by identifying information as prescribed by the MSRB from time to time. (d) Term; Amendments; Interpretation. (1) The covenants of the City in this section shall remain in effect so long as any Bonds are Outstanding. Notwithstanding the preceding sentence, however, the obligations of the City under this section shall terminate and be without further effect as of any date on which the City delivers to the Registrar an opinion of Bond Counsel to the effect that, because of legislative action or final judicial or administrative actions or proceedings, the failure of the City to comply with the requirements of this section will not cause participating underwriters in the primary offering of the Bonds to be in violation of the Rule or other applicable requirements of the Securities Exchange Act of 1934, as amended, or any statutes or laws successory thereto or amendatory thereof. (2) This section (and the form and requirements of the Disclosure Information) may be amended or supplemented by the City from time to time, without notice to (except as provided in paragraph (c)(3) hereof) or the consent of the Owners of any Bonds, by a resolution of this Council filed in the office of the recording officer of the City accompanied by an opinion of Bond Counsel, who may rely on certificates of the City and others and the opinion may be subject to customary qualifications, to the effect that: (i) such amendment or supplement (a) is made in connection with a change in circumstances that arises from a change in law or regulation or a change in the identity, nature or status of the City or the type of operations conducted by the City, or (b) is required by, or better complies with, the provisions of paragraph (b)(5) of the Rule; (ii) this section as so amended or supplemented would have complied with the requirements of paragraph (b)(5) of the Rule at the time of the primary offering of the Bonds, giving effect to any change in circumstances applicable under clause (i)(a) and assuming that the Rule as in effect and interpreted at the time of the amendment or supplement was in effect at the time of the primary offering; and (iii) such amendment or supplement does not materially impair the interests of the Bondowners under the Rule. If the Disclosure Information is so amended, the City agrees to provide, contemporaneously with the effectiveness of such amendment, an explanation of the reasons for the amendment and the effect, if any, of the change in the type of financial information or operating data being provided hereunder. (3) This section is entered into to comply with the continuing disclosure provisions of the Rule and should be construed so as to satisfy the requirements of paragraph (b)(5) of the Rule. -18- 4893-4644-8417\5 Section 10. Authorization of Payment of Certain Costs of Issuance of the Bonds. The City authorizes the Purchaser to forward the amount of Bond proceeds allocable to the payment of issuance expenses to Wells Fargo Bank, National Association, on the closing date for further distribution as directed by the City’s municipal advisor, Ehlers & Associates, Inc. Adopted this ___ day of June, 2022. Mayor Attest: City Clerk The motion for the adoption of the foregoing resolution was duly seconded by Councilmember ______________________ and upon vote being taken thereon, the following voted in favor thereof: and the following voted against the same: whereupon said resolution was declared duly passed and adopted. A-1 4893-4644-8417\5 EXHIBIT A Maturity Schedule Date Improvement Bonds Utilities Bonds State Aid Bonds Total 02/01/2024 - $ 665,000 $ 485,000 $1,150,000 02/01/2025 $ 100,000 700,000 510,000 1,310,000 02/01/2026 105,000 730,000 535,000 1,370,000 02/01/2027 110,000 770,000 560,000 1,440,000 02/01/2028 115,000 805,000 590,000 1,510,000 02/01/2029 120,000 850,000 620,000 1,590,000 02/01/2030 125,000 890,000 650,000 1,665,000 02/01/2031 135,000 935,000 685,000 1,755,000 02/01/2032 140,000 980,000 715,000 1,835,000 02/01/2033 145,000 1,030,000 750,000 1,925,000 02/01/2034 155,000 965,000 790,000 1,910,000 02/01/2035 160,000 1,015,000 830,000 2,005,000 02/01/2036 170,000 1,065,000 870,000 2,105,000 02/01/2037 180,000 1,120,000 915,000 2,215,000 02/01/2038 190,000 1,175,000 960,000 2,325,000 02/01/2039 195,000 - - 195,000 TOTAL $2,145,000 $13,695,000 $880,000 $26,305,000 B-1 4893-4644-8417\5 EXHIBIT B BOND FORM UNITED STATES OF AMERICA STATE OF MINNESOTA COUNTY OF HENNEPIN CITY OF EDINA GENERAL OBLIGATION BOND, SERIES 2022A R- $________ Interest Rate Maturity Date Date of Original Issue CUSIP ____% February 1, 20__ July 14, 2022 REGISTERED OWNER: CEDE & CO. PRINCIPAL AMOUNT: THOUSAND DOLLARS THE CITY OF EDINA, Hennepin County, Minnesota (the “City”), acknowledges itself to be indebted and for value received hereby promises to pay to the registered owner named above, or registered assigns, the principal sum specified above on the maturity date specified above, and to pay interest thereon from the date of original issue specified above, or the most recent interest payment date to which interest has been paid or provided for, at the annual rate specified above, payable on February 1 and August 1 in each year, commencing February 1, 2023 (each such date, an “Interest Payment Date”), to the person in whose name this Bond is registered at the close of business on the 15th day (whether or not a business day) of the month immediately preceding the payment date, all subject to the provisions referred to herein with respect to redemption of the principal of this Bond before maturity. The interest so payable on any Interest Payment Date shall be paid to the person in whose name this Bond is registered at the close of business on the fifteenth day (whether or not a business day) of the calendar month next preceding such Interest Payment Date. Interest hereon shall be computed on the basis of a 360-day year composed of twelve 30-day months. The interest hereon and, upon presentation and surrender hereof, the principal hereof are payable in lawful money of the United States of America by check or draft by U.S. Bank Trust Company, National Association in St. Paul, Minnesota, as Bond Registrar, Transfer Agent and Paying Agent (the “Registrar”), or its designated successor under the resolution described herein. For the prompt and full payment of such principal and interest as the same respectively become due, the full faith and credit and taxing powers of the City have been and are hereby irrevocably pledged. B-2 4893-4644-8417\5 This Bond is one of an issue in the aggregate principal amount of $26,305,000, all of like date and tenor, except as to serial number, maturity date, interest rate, redemption privilege and denomination issued pursuant to a resolution adopted by the City Council on June 21, 2022 (the “Resolution”), to maintain the Permanent Improvement Revolving Fund of the City, a permanent fund established for the financing of local improvements for which special assessments may be levied against property specifically benefited thereby, to finance the costs of street improvements, road reconstruction, and improvements to the storm sewer and water utility of the City, and is issued pursuant to and in full conformity with the provisions of the Constitution and laws of the State of Minnesota thereunto enabling, including Minnesota Statutes, Chapters 429 and 475 and Sections 161.18 and 444.075. The Bonds are issuable only as fully registered bonds in denominations of $5,000 or any multiple thereof, of single maturities. The Bonds of this series are issuable only as fully registered Bonds, in denominations of $5,000 or any multiple thereof, of single maturities. Bonds of this issue maturing in 2032 and earlier years are payable on their respective stated maturity dates without option of prior payment, but Bonds having stated maturity dates in 2033 and later years are each subject to redemption and prepayment at the option of the City, in whole or in part, and if in part in such order as the City shall determine and by lot as to Bonds maturing on the same date, on February 1, 2032 and any date thereafter (whether or not an interest payment date), at a price equal to the principal amount thereof plus interest accrued to the date of redemption. At least thirty days prior to the date set for redemption of any Bond, notice of the call for redemption will be mailed to the Bond Registrar and to the registered owner of each Bond to be redeemed at his address appearing in the Bond Register, but no defect in or failure to give such mailed notice of redemption shall affect the validity of the proceedings for the redemption of any Bond not affected by such defect or failure. Official notice of redemption having been given as aforesaid, the Bonds or portions of the Bonds so to be redeemed shall, on the redemption date, become due and payable at the redemption price herein specified and from and after such date (unless the City shall default in the payment of the redemption price) such Bond or portions of Bonds shall cease to bear interest. Upon the partial redemption of any Bond, a new Bond or Bonds will be delivered to the registered owner without charge, representing the remaining principal amount outstanding. As provided in the Resolution and subject to certain limitations set forth therein, this Bond is transferable upon the books of the City at the principal office of the Registrar, by the registered owner hereof in person or by the owner’s attorney duly authorized in writing upon surrender hereof together with a written instrument of transfer satisfactory to the Registrar, duly executed by the registered owner or the owner’s attorney; and may also be surrendered in exchange for Bonds of other authorized denominations. Upon such transfer or exchange the City will cause a new Bond or Bonds to be issued in the name of the transferee or registered owner, of the same aggregate principal amount, bearing interest at the same rate and maturing on the same date, subject to reimbursement for any tax, fee or governmental charge required to be paid with respect to such transfer or exchange. B-3 4893-4644-8417\5 The Bonds are not designated as “qualified tax-exempt obligations” pursuant to Section 265(b) of the Internal Revenue Code of 1986, as amended. The City and the Registrar may deem and treat the person in whose name this Bond is registered as the absolute owner hereof, whether this Bond is overdue or not, for the purpose of receiving payment and for all other purposes, and neither the City nor the Registrar shall be affected by any notice to the contrary. Notwithstanding any other provisions of this Bond, so long as this Bond is registered in the name of Cede & Co., as nominee of The Depository Trust Company, or in the name of any other nominee of The Depository Trust Company or other securities depository, the Registrar shall pay all principal of and interest on this Bond, and shall give all notices with respect to this Bond, only to Cede & Co. or other nominee in accordance with the operational arrangements of The Depository Trust Company or other securities depository as agreed to by the City. IT IS HEREBY CERTIFIED, RECITED, COVENANTED AND AGREED that all acts, conditions and things required by the Constitution and laws of the State of Minnesota to be done, to exist, to happen and to be performed preliminary to and in the issuance of this Bond in order to make it a valid and binding general obligation of the City in accordance with its terms, have been done, do exist, have happened and have been performed as so required; that prior to the issuance hereof the City has levied or agreed to levy special assessments on property specially benefited by the improvements financed by the improvement portion of the Bonds collectible in the years and amounts, together with ad valorem taxes duly levied, required to produce sums not less than five percent in excess of the principal of and interest on such portion of the Bonds as such principal and interest respectively become due, and has appropriated such special assessments to the Revenue Account (the “Revenue Account”) of its Permanent Improvement Revolving Fund previously established by the City; and that, on or before each date the City is obligated to pay principal of or interest on such portion of the Bonds, the City will transfer from its Revenue Account to a separate General Obligation Permanent Improvement Revolving Fund Bonds, Series 2022A Bond Fund an amount sufficient for the payment of such principal and interest on such date; and the City has pledged to the payment of the principal of and interest on the utilities portion of the Bonds net revenues of the storm water utility and water utility of the City; that in and by the Resolution, the City has covenanted and agreed with the owners of the Bonds that it will impose and collect charges for the service, use and availability of its storm water utility and water utility at the time and in the amounts required to produce net revenues adequate to pay all principal of and interest on the utilities portion of the Bonds and on all other bonds payable from net revenues of the storm water utility and water utility as such principal and interest respectively become due; and that, prior to the issuance hereof, the City Council has by the Resolution irrevocably pledged and appropriated to a separate and special debt service fund to be maintained for the payment of this and other bonds issued under Section 162.18, as long as any of such bonds are outstanding, an amount of the moneys allotted and to be allotted to the City from its account in the municipal state aid street fund of the State of Minnesota sufficient to pay principal of and interest on the state aid portion of the Bonds when due, subject to abatement from other sources; and that the issuance of this Bond does not cause the indebtedness of the City to exceed any constitutional or statutory limitation. B-4 4893-4644-8417\5 This Bond shall not be valid or become obligatory for any purpose or be entitled to any security or benefit under the Resolution described herein until the Certificate of Authentication hereon shall have been executed by the Registrar by manual signature of one of its authorized representatives. IN WITNESS WHEREOF, the City of Edina, Hennepin County, Minnesota, by its City Council, has caused this Bond to be executed on its behalf by the manual or facsimile signatures of the Mayor and City Manager, and has caused this Bond to be dated as of the Date of Original Issue set forth above. CITY OF EDINA ___________________________________ __________________________________ City Manager Mayor CERTIFICATE OF AUTHENTICATION This is one of the Bonds delivered pursuant to the Resolution mentioned within. Date of Authentication: U.S. BANK TRUST COMPANY, NATIONAL ASSOCIATION, as Registrar By Authorized Representative The following abbreviations, when used in the inscription on the face of this Bond, shall be construed as though they were written out in full according to applicable laws or regulations: TEN COM -- as tenants UTMA …………….. Custodian …………………. in common (Cust) (Minor) under Uniform Transfers to Minors Act………………. TEN ENT -- as tenants (State) by entireties JT TEN -- as joint tenants with right of survivorship and B-5 4893-4644-8417\5 not as tenants in common Additional abbreviations may also be used though not in the above list. _______________________ ASSIGNMENT FOR VALUE RECEIVED the undersigned hereby sells, assigns and transfers unto ________________________________________________________________________ the within Bond and all rights thereunder, and hereby irrevocably constitutes and appoints ____________________________________________________________________ attorney to transfer the within Bond on the books kept for registration thereof, with full power of substitution in the premises. Dated: PLEASE INSERT SOCIAL SECURITY OR OTHER IDENTIFYING NUMBER NOTICE: The signature(s) to this assignment OF ASSIGNEE: must correspond with the name as it appears upon the face of the within Bond in every particular, without alteration, enlargement or any change / / whatsoever. Signature(s) must be guaranteed by an “eligible guarantor institution” meeting the requirements of the Bond Registrar, which requirements include membership or participation in the Securities Transfer Association Medalion Program (STAMP) or such other “signature guaranty program” as may be determined by the Bond Registrar in addition to or in substitution for STAMP, all in accordance with the Securities Exchange Act of 1934, as amended. 4893-4644-8417\5 COUNTY AUDITOR’S CERTIFICATE AS TO REGISTRATION The undersigned, being the duly qualified and acting County Auditor of Hennepin County, Minnesota, hereby certifies that there has been filed in my office a certified copy of a resolution duly adopted on June 21, 2022, by the City Council of the City of Edina, Minnesota, setting forth the form and details of an issue of $26,305,000 General Obligation Bonds, Series 2022A, dated as of July 14, 2022. I further certify that said Bonds have been entered on my bond register as required by Minnesota Statutes, Sections 475.61 to 475.63. WITNESS my hand and official seal this ______ day of __________, 2022. County Auditor (SEAL) Sale Day Report for City of Edina, Minnesota 1 • • • BID TABULATION $29,255,000* General Obligation Bonds, Series 2022A City of Edina, Minnesota SALE: June 21, 2022 AWARD: FIFTH THIRD SECURITIES, INC. Rating: Moody's Investor's Service "Aaa" S&P Global Ratings "AAA" Tax Exempt - Non-Bank Qualified NAME OF BIDDER MATURITY (February 1) RATE REOFFERING YIELD PRICE NET INTEREST COST TRUE INTEREST RATE FIFTH THIRD SECURITIES, INC. $33,056,878.54 $9,510,320.77 3.2866% Cincinnati, Ohio 2024 5.000% 1.960% 2025 5.000% 2.160% 2026 5.000% 2.270% 2027 5.000% 2.360% 2028 5.000% 2.500% 2029 5.000% 2.660% 2030 5.000% 2.780% 2031 5.000% 2.860% 2032 5.000% 2.970% 2033 5.000% 3.050% 2034 5.000% 3.140% 2035 5.000% 3.210% 2036 5.000% 3.280% 2037 5.000% 3.320% 2038 5.000% 3.360% 2039 5.000% 3.410% * Subsequent to bid opening the issue size was decreased to $26,305,000. Adjusted Price - $29,765,126.68 Adjusted Net Interest Cost - $8,941,107.35 Adjusted TIC - 3.3174% NAME OF BIDDER MATURITY (February 1) RATE REOFFERING YIELD PRICE NET INTEREST COST TRUE INTEREST RATE Bid Tabulation June 21, 2022 City of Edina, Minnesota $29,255,000* General Obligation Bonds, Series 2022A Page 2 MORGAN STANLEY & CO, LLC $31,579,522.56 $9,174,103.51 3.2989% New York, New York HILLTOPSECURITIES $32,966,115.65 $9,601,083.66 3.3241% Dallas, Texas J.P. MORGAN SECURITIES LLC $31,400,647.46 $9,235,485.63 3.3343% New York, New York PIPER SANDLER & CO. $31,377,090.89 $9,259,042.20 3.3445% Minneapolis, Minnesota WELLS FARGO BANK, NATIONAL ASSOCIATION $32,909,754.70 $9,657,444.61 3.3475% Charlotte, North Carolina CITIGROUP GLOBAL MARKETS INC. $31,367,134.80 $9,268,998.29 3.3488% Los Angeles, California BOFA MERRILL LYNCH $32,877,526.31 $9,689,673.00 3.3610% New York, New York RBC CAPITAL MARKETS, LLC $32,340,879.15 $9,539,039.46 3.3613% New York, New York BOK FINANCIAL SECURITIES, INC. $32,276,590.75 $9,573,712.96 3.3739% Milwaukee, Wisconsin BAIRD $31,698,367.06 $9,589,686.00 3.4336% Red Bank, New Jersey City of Edina, Minnesota $26,305,000 General Obligation Bonds, Series 2022A Issue Summary Total Issue Sources And Uses Dated 07/14/2022 | Delivered 07/14/2022 PIR MSA Storm Sewer Watermain Issue Summary Sources Of Funds Par Amount of Bonds $2,145,000.00 $10,465,000.00 $12,815,000.00 $880,000.00 $26,305,000.00 Reoffering Premium 293,731.35 1,397,829.10 1,711,539.45 112,792.85 3,515,892.75 Planned Issuer Equity contribution 805,948.15 --1,267,000.00 2,072,948.15 Total Sources $3,244,679.50 $11,862,829.10 $14,526,539.45 $2,259,792.85 $31,893,840.90 Uses Of Funds Total Underwriter's Discount (0.212%)4,547.36 22,185.59 27,167.54 1,865.58 55,766.07 Costs of Issuance 16,313.97 67,273.57 80,771.48 4,740.98 169,100.00 Deposit to Capitalized Interest (CIF) Fund 165,939.58 ---165,939.58 Deposit to Project Construction Fund 3,057,878.59 11,773,369.94 14,418,600.43 2,253,186.29 31,503,035.25 Total Uses $3,244,679.50 $11,862,829.10 $14,526,539.45 $2,259,792.85 $31,893,840.90 Series 2022A GO Bonds - F | Issue Summary | 6/21/2022 | 11:59 AM City of Edina, Minnesota $26,305,000 General Obligation Bonds, Series 2022A Issue Summary Combined Debt Service Schedule Date Principal Coupon Interest Total P+I Fiscal Total 07/14/2022 ----- 02/01/2023 --719,734.03 719,734.03 719,734.03 08/01/2023 --657,625.00 657,625.00 - 02/01/2024 1,150,000.00 5.000%657,625.00 1,807,625.00 2,465,250.00 08/01/2024 --628,875.00 628,875.00 - 02/01/2025 1,310,000.00 5.000%628,875.00 1,938,875.00 2,567,750.00 08/01/2025 --596,125.00 596,125.00 - 02/01/2026 1,370,000.00 5.000%596,125.00 1,966,125.00 2,562,250.00 08/01/2026 --561,875.00 561,875.00 - 02/01/2027 1,440,000.00 5.000%561,875.00 2,001,875.00 2,563,750.00 08/01/2027 --525,875.00 525,875.00 - 02/01/2028 1,510,000.00 5.000%525,875.00 2,035,875.00 2,561,750.00 08/01/2028 --488,125.00 488,125.00 - 02/01/2029 1,590,000.00 5.000%488,125.00 2,078,125.00 2,566,250.00 08/01/2029 --448,375.00 448,375.00 - 02/01/2030 1,665,000.00 5.000%448,375.00 2,113,375.00 2,561,750.00 08/01/2030 --406,750.00 406,750.00 - 02/01/2031 1,755,000.00 5.000%406,750.00 2,161,750.00 2,568,500.00 08/01/2031 --362,875.00 362,875.00 - 02/01/2032 1,835,000.00 5.000%362,875.00 2,197,875.00 2,560,750.00 08/01/2032 --317,000.00 317,000.00 - 02/01/2033 1,925,000.00 5.000%317,000.00 2,242,000.00 2,559,000.00 08/01/2033 --268,875.00 268,875.00 - 02/01/2034 1,910,000.00 5.000%268,875.00 2,178,875.00 2,447,750.00 08/01/2034 --221,125.00 221,125.00 - 02/01/2035 2,005,000.00 5.000%221,125.00 2,226,125.00 2,447,250.00 08/01/2035 --171,000.00 171,000.00 - 02/01/2036 2,105,000.00 5.000%171,000.00 2,276,000.00 2,447,000.00 08/01/2036 --118,375.00 118,375.00 - 02/01/2037 2,215,000.00 5.000%118,375.00 2,333,375.00 2,451,750.00 08/01/2037 --63,000.00 63,000.00 - 02/01/2038 2,325,000.00 5.000%63,000.00 2,388,000.00 2,451,000.00 08/01/2038 --4,875.00 4,875.00 - 02/01/2039 195,000.00 5.000%4,875.00 199,875.00 204,750.00 Total $26,305,000.00 -$12,401,234.03 $38,706,234.03 - Yield Statistics Bond Year Dollars $248,024.68 Average Life 9.429 Years Average Coupon 5.0000000% Net Interest Cost (NIC)3.6049265% True Interest Cost (TIC)3.3174248% Bond Yield for Arbitrage Purposes 3.0088209% All Inclusive Cost (AIC)3.3931284% IRS Form 8038 Net Interest Cost 3.1373213% Weighted Average Maturity 9.497 Years Series 2022A GO Bonds - F | Issue Summary | 6/21/2022 | 11:59 AM City of Edina, Minnesota $26,305,000 General Obligation Bonds, Series 2022A Issue Summary Combined Debt Service Schedule and Levy Coverage Date Principal Coupon Interest Total P+I CIF Net New D/S 105% of Total Assessments MSA Revenue Storm Sewer Revenue Water Revenue Levy/ (Surplus) 02/01/2023 --719,734.03 719,734.03 (58,689.58)661,044.45 694,096.67 -300,650.73 368,164.27 25,281.67 - 02/01/2024 1,150,000.00 5.000%1,315,250.00 2,465,250.00 (107,250.00)2,358,000.00 2,475,900.00 -1,058,662.50 1,297,537.50 119,700.00 - 02/01/2025 1,310,000.00 5.000%1,257,750.00 2,567,750.00 -2,567,750.00 2,696,137.50 230,369.96 1,059,450.00 1,297,800.00 121,275.00 (12,757.46) 02/01/2026 1,370,000.00 5.000%1,192,250.00 2,562,250.00 -2,562,250.00 2,690,362.50 230,369.94 1,058,925.00 1,296,487.50 117,337.50 (12,757.44) 02/01/2027 1,440,000.00 5.000%1,123,750.00 2,563,750.00 -2,563,750.00 2,691,937.50 230,369.96 1,057,087.50 1,298,850.00 118,650.00 (13,019.96) 02/01/2028 1,510,000.00 5.000%1,051,750.00 2,561,750.00 -2,561,750.00 2,689,837.50 230,369.95 1,059,187.50 1,294,125.00 119,700.00 (13,544.95) 02/01/2029 1,590,000.00 5.000%976,250.00 2,566,250.00 -2,566,250.00 2,694,562.50 230,369.96 1,059,712.50 1,298,325.00 120,487.50 (14,332.46) 02/01/2030 1,665,000.00 5.000%896,750.00 2,561,750.00 -2,561,750.00 2,689,837.50 230,369.95 1,058,662.50 1,295,175.00 121,012.50 (15,382.45) 02/01/2031 1,755,000.00 5.000%813,500.00 2,568,500.00 -2,568,500.00 2,696,925.00 230,369.95 1,061,287.50 1,295,437.50 121,275.00 (11,444.95) 02/01/2032 1,835,000.00 5.000%725,750.00 2,560,750.00 -2,560,750.00 2,688,787.50 230,369.95 1,056,825.00 1,298,850.00 116,025.00 (13,282.45) 02/01/2033 1,925,000.00 5.000%634,000.00 2,559,000.00 -2,559,000.00 2,686,950.00 230,369.95 1,056,037.50 1,294,650.00 121,275.00 (15,382.45) 02/01/2034 1,910,000.00 5.000%537,750.00 2,447,750.00 -2,447,750.00 2,570,137.50 230,369.95 1,058,662.50 1,293,600.00 -(12,494.95) 02/01/2035 2,005,000.00 5.000%442,250.00 2,447,250.00 -2,447,250.00 2,569,612.50 230,369.94 1,059,187.50 1,295,437.50 -(15,382.44) 02/01/2036 2,105,000.00 5.000%342,000.00 2,447,000.00 -2,447,000.00 2,569,350.00 230,369.96 1,057,612.50 1,294,650.00 -(13,282.46) 02/01/2037 2,215,000.00 5.000%236,750.00 2,451,750.00 -2,451,750.00 2,574,337.50 230,369.95 1,059,187.50 1,296,487.50 -(11,707.45) 02/01/2038 2,325,000.00 5.000%126,000.00 2,451,000.00 -2,451,000.00 2,573,550.00 230,369.95 1,058,400.00 1,295,437.50 -(10,657.45) 02/01/2039 195,000.00 5.000%9,750.00 204,750.00 -204,750.00 214,987.50 230,369.96 ---(15,382.46) Total $26,305,000.00 -$12,401,234.03 $38,706,234.03 (165,939.58)$38,540,294.45 $40,467,309.17 $3,455,549.28 $16,179,538.23 $19,811,014.27 $1,222,019.17 (200,811.78) Significant Dates Dated 7/14/2022 First Coupon Date 2/01/2023 Yield Statistics Bond Year Dollars $248,024.68 Average Life 9.429 Years Average Coupon 5.0000000% Net Interest Cost (NIC)3.6049265% True Interest Cost (TIC)3.3174248% Bond Yield for Arbitrage Purposes 3.0088209% All Inclusive Cost (AIC)3.3931284% Series 2022A GO Bonds - F | Issue Summary | 6/21/2022 | 11:59 AM City of Edina, Minnesota $2,145,000 General Obligation Bonds, Series 2022A PIR Portion Debt Service Schedule and Levy Coverage Date Principal Coupon Interest Total P+I CIF Net New D/S 105% of Total Assessments Levy/(Surplus) 02/01/2023 --58,689.58 58,689.58 (58,689.58)---- 02/01/2024 --107,250.00 107,250.00 (107,250.00)---- 02/01/2025 100,000.00 5.000%107,250.00 207,250.00 -207,250.00 217,612.50 230,369.96 (12,757.46) 02/01/2026 105,000.00 5.000%102,250.00 207,250.00 -207,250.00 217,612.50 230,369.94 (12,757.44) 02/01/2027 110,000.00 5.000%97,000.00 207,000.00 -207,000.00 217,350.00 230,369.96 (13,019.96) 02/01/2028 115,000.00 5.000%91,500.00 206,500.00 -206,500.00 216,825.00 230,369.95 (13,544.95) 02/01/2029 120,000.00 5.000%85,750.00 205,750.00 -205,750.00 216,037.50 230,369.96 (14,332.46) 02/01/2030 125,000.00 5.000%79,750.00 204,750.00 -204,750.00 214,987.50 230,369.95 (15,382.45) 02/01/2031 135,000.00 5.000%73,500.00 208,500.00 -208,500.00 218,925.00 230,369.95 (11,444.95) 02/01/2032 140,000.00 5.000%66,750.00 206,750.00 -206,750.00 217,087.50 230,369.95 (13,282.45) 02/01/2033 145,000.00 5.000%59,750.00 204,750.00 -204,750.00 214,987.50 230,369.95 (15,382.45) 02/01/2034 155,000.00 5.000%52,500.00 207,500.00 -207,500.00 217,875.00 230,369.95 (12,494.95) 02/01/2035 160,000.00 5.000%44,750.00 204,750.00 -204,750.00 214,987.50 230,369.94 (15,382.44) 02/01/2036 170,000.00 5.000%36,750.00 206,750.00 -206,750.00 217,087.50 230,369.96 (13,282.46) 02/01/2037 180,000.00 5.000%28,250.00 208,250.00 -208,250.00 218,662.50 230,369.95 (11,707.45) 02/01/2038 190,000.00 5.000%19,250.00 209,250.00 -209,250.00 219,712.50 230,369.95 (10,657.45) 02/01/2039 195,000.00 5.000%9,750.00 204,750.00 -204,750.00 214,987.50 230,369.96 (15,382.46) Total $2,145,000.00 -$1,120,689.58 $3,265,689.58 (165,939.58)$3,099,750.00 $3,254,737.50 $3,455,549.28 (200,811.78) Significant Dates Dated 7/14/2022 First Coupon Date 2/01/2023 Yield Statistics Bond Year Dollars $22,413.79 Average Life 10.449 Years Average Coupon 5.0000000% Net Interest Cost (NIC)3.7097944% True Interest Cost (TIC)3.4152124% Bond Yield for Arbitrage Purposes 3.0088209% All Inclusive Cost (AIC)3.4975692% Series 2022A GO Bonds - F | PIR | 6/21/2022 | 11:59 AM City of Edina, Minnesota $2,438,731 General Obligation Bonds, Series 2022A Assessments - PIR - 100% Bonding Cost NIC plus 1.00% - Equal P&I Projected Assessment Revenues Date Principal Coupon Interest Total P+I 12/31/2024 115,505.71 4.710%114,864.25 230,369.96 12/31/2025 120,946.02 4.710%109,423.92 230,369.94 12/31/2026 126,642.58 4.710%103,727.38 230,369.96 12/31/2027 132,607.45 4.710%97,762.50 230,369.95 12/31/2028 138,853.26 4.710%91,516.70 230,369.96 12/31/2029 145,393.25 4.710%84,976.70 230,369.95 12/31/2030 152,241.27 4.710%78,128.68 230,369.95 12/31/2031 159,411.83 4.710%70,958.12 230,369.95 12/31/2032 166,920.13 4.710%63,449.82 230,369.95 12/31/2033 174,782.07 4.710%55,587.88 230,369.95 12/31/2034 183,014.30 4.710%47,355.64 230,369.94 12/31/2035 191,634.28 4.710%38,735.68 230,369.96 12/31/2036 200,660.25 4.710%29,709.70 230,369.95 12/31/2037 210,111.35 4.710%20,258.60 230,369.95 12/31/2038 220,007.60 4.710%10,362.36 230,369.96 Total $2,438,731.35 -$1,016,817.93 $3,455,549.28 Significant Dates Filing Date 1/01/2024 First Payment Date 12/31/2024 Series 2022A GO Bonds - A | SINGLE PURPOSE | 6/21/2022 | 11:58 AM City of Edina, Minnesota $10,465,000 General Obligation Bonds, Series 2022A MSA Portion Debt Service Schedule and Levy Coverage Date Principal Coupon Interest Total P+I MSA Revenue 105% 02/01/2023 --286,334.03 286,334.03 300,650.73 02/01/2024 485,000.00 5.000%523,250.00 1,008,250.00 1,058,662.50 02/01/2025 510,000.00 5.000%499,000.00 1,009,000.00 1,059,450.00 02/01/2026 535,000.00 5.000%473,500.00 1,008,500.00 1,058,925.00 02/01/2027 560,000.00 5.000%446,750.00 1,006,750.00 1,057,087.50 02/01/2028 590,000.00 5.000%418,750.00 1,008,750.00 1,059,187.50 02/01/2029 620,000.00 5.000%389,250.00 1,009,250.00 1,059,712.50 02/01/2030 650,000.00 5.000%358,250.00 1,008,250.00 1,058,662.50 02/01/2031 685,000.00 5.000%325,750.00 1,010,750.00 1,061,287.50 02/01/2032 715,000.00 5.000%291,500.00 1,006,500.00 1,056,825.00 02/01/2033 750,000.00 5.000%255,750.00 1,005,750.00 1,056,037.50 02/01/2034 790,000.00 5.000%218,250.00 1,008,250.00 1,058,662.50 02/01/2035 830,000.00 5.000%178,750.00 1,008,750.00 1,059,187.50 02/01/2036 870,000.00 5.000%137,250.00 1,007,250.00 1,057,612.50 02/01/2037 915,000.00 5.000%93,750.00 1,008,750.00 1,059,187.50 02/01/2038 960,000.00 5.000%48,000.00 1,008,000.00 1,058,400.00 Total $10,465,000.00 -$4,944,084.03 $15,409,084.03 $16,179,538.23 Significant Dates Dated 7/14/2022 First Coupon Date 2/01/2023 Yield Statistics Bond Year Dollars $98,881.68 Average Life 9.449 Years Average Coupon 5.0000000% Net Interest Cost (NIC)3.6087984% True Interest Cost (TIC)3.3213886% Bond Yield for Arbitrage Purposes 3.0088209% All Inclusive Cost (AIC)3.3969708% IRS Form 8038 Net Interest Cost 3.1405676% Weighted Average Maturity 9.519 Years Series 2022A GO Bonds - F | MSA | 6/21/2022 | 11:59 AM City of Edina, Minnesota $12,815,000 General Obligation Bonds, Series 2022A Storm Sewer Portion Debt Service Schedule and Levy Coverage Storm Sewer Revenue Date Principal Coupon Interest Total P+I 105% 02/01/2023 --350,632.64 350,632.64 368,164.27 02/01/2024 595,000.00 5.000%640,750.00 1,235,750.00 1,297,537.50 02/01/2025 625,000.00 5.000%611,000.00 1,236,000.00 1,297,800.00 02/01/2026 655,000.00 5.000%579,750.00 1,234,750.00 1,296,487.50 02/01/2027 690,000.00 5.000%547,000.00 1,237,000.00 1,298,850.00 02/01/2028 720,000.00 5.000%512,500.00 1,232,500.00 1,294,125.00 02/01/2029 760,000.00 5.000%476,500.00 1,236,500.00 1,298,325.00 02/01/2030 795,000.00 5.000%438,500.00 1,233,500.00 1,295,175.00 02/01/2031 835,000.00 5.000%398,750.00 1,233,750.00 1,295,437.50 02/01/2032 880,000.00 5.000%357,000.00 1,237,000.00 1,298,850.00 02/01/2033 920,000.00 5.000%313,000.00 1,233,000.00 1,294,650.00 02/01/2034 965,000.00 5.000%267,000.00 1,232,000.00 1,293,600.00 02/01/2035 1,015,000.00 5.000%218,750.00 1,233,750.00 1,295,437.50 02/01/2036 1,065,000.00 5.000%168,000.00 1,233,000.00 1,294,650.00 02/01/2037 1,120,000.00 5.000%114,750.00 1,234,750.00 1,296,487.50 02/01/2038 1,175,000.00 5.000%58,750.00 1,233,750.00 1,295,437.50 Total $12,815,000.00 -$6,052,632.64 $18,867,632.64 $19,811,014.27 Significant Dates Dated 7/14/2022 First Coupon Date 2/01/2023 Yield Statistics Bond Year Dollars $121,052.65 Average Life 9.446 Years Average Coupon 5.0000000% Net Interest Cost (NIC)3.6085626% True Interest Cost (TIC)3.3211617% Bond Yield for Arbitrage Purposes 3.0088209% All Inclusive Cost (AIC)3.3952799% IRS Form 8038 Net Interest Cost 3.1403587% Weighted Average Maturity 9.516 Years Series 2022A GO Bonds - F | Storm Sewer | 6/21/2022 | 11:59 AM City of Edina, Minnesota $880,000 General Obligation Bonds, Series 2022A Watermain Portion Debt Service Schedule and Levy Coverage Water Revenue Date Principal Coupon Interest Total P+I 105% 02/01/2023 --24,077.78 24,077.78 25,281.67 02/01/2024 70,000.00 5.000%44,000.00 114,000.00 119,700.00 02/01/2025 75,000.00 5.000%40,500.00 115,500.00 121,275.00 02/01/2026 75,000.00 5.000%36,750.00 111,750.00 117,337.50 02/01/2027 80,000.00 5.000%33,000.00 113,000.00 118,650.00 02/01/2028 85,000.00 5.000%29,000.00 114,000.00 119,700.00 02/01/2029 90,000.00 5.000%24,750.00 114,750.00 120,487.50 02/01/2030 95,000.00 5.000%20,250.00 115,250.00 121,012.50 02/01/2031 100,000.00 5.000%15,500.00 115,500.00 121,275.00 02/01/2032 100,000.00 5.000%10,500.00 110,500.00 116,025.00 02/01/2033 110,000.00 5.000%5,500.00 115,500.00 121,275.00 Total $880,000.00 -$283,827.78 $1,163,827.78 $1,222,019.17 Significant Dates Dated 7/14/2022 First Coupon Date 2/01/2023 Yield Statistics Bond Year Dollars $5,676.56 Average Life 6.451 Years Average Coupon 5.0000000% Net Interest Cost (NIC)3.0458701% True Interest Cost (TIC)2.8137475% Bond Yield for Arbitrage Purposes 3.0088209% All Inclusive Cost (AIC)2.9001713% IRS Form 8038 Net Interest Cost 2.6331536% Weighted Average Maturity 6.543 Years Series 2022A GO Bonds - F | Watermain | 6/21/2022 | 11:59 AM Date: June 21, 2022 Agenda Item #: X.A. To:Mayor and City Council Item Type: Minutes From:Laura Fulton, Recreation Supervisor Item Activity: Subject:Minutes: Arts and Culture Minutes April 28, 2022 Information CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: None. INTRODUCTION: Receive the approved meeting minutes from the April 28, 2022 meeting of the Arts and Culture Commission ATTACHMENTS: Description Minutes: Arts and Culture Minutes April 28, 2022 Draft Minutes☐ Approved Minutes☒ Approved Date: May 26, 2022 Minutes City Of Edina, Minnesota Arts and Culture Commission Public Works Multipurpose Room Thursday, April 28, 2022 I. Call To Order Chair Sorensen called the meeting to order at 4:35 p.m. II. Roll Call Answering roll call were Commissioners Amlaw, Johnson, Westlund, Fram, Zbaren, Student Commissioners Anand and Shen; and Chair Sorensen. Staff Present: Parks and Recreation Director, Perry Vetter, Parks and Recreation Supervisor, Laura Fulton. Commissioner Chandler arrived at 4:45 III. Approval Of Meeting Agenda Motion made by Amlaw to approve the April 28, 2022 meeting agenda, seconded by Westlund. Motion carried. IV. Approval Of Meeting Minutes Motion made by Fram to approve the February 24, 2022 meeting minutes, seconded by Johnson. Motion carried. V. Reports/Recommendations A. 2022 Work Plan Updates • Initiative #1: Implement Year 2 of the Public Art Plan: Healing Circles • Commissioner Fram reported on initiative #1 and updated commission on tutorial plan that will be created for students and discussion that members had with the director of student services and Edina Public Schools. • Vetter mentioned City and District host leadership meetings periodically and that he would share the initiative with City Manager Scott Neal to add to joint agendas. • Sorensen shared that initiative will culminate during mental health week in October. • Initiative #2: Research and make a recommendation for a microgrant process for community driven Arts & Culture • Commissioner Zbaren introduced herself to the commission and joined initiative #2 as a commissioner who has a background and interest in creative placemaking. • Initiative #3: As a new art space is pursued, the Commission will provide the community perspective to the planning process Draft Minutes☐ Approved Minutes☒ Approved Date: May 26, 2022 • Commissioner Westlund reviewed the work session held with the City Council earlier in March. • Discussion was held reviewing the current report from Sara Peterson, as well as previous reports from years past and a request was made to tour the current art center. • Commission requested further clarity and transparency as the process moves forward in discussion of a new art facility. Discussion was also held about funds available to repair current Art Center verses building a new facility. • Vetter discussed with Commission the studies that have happened in the past and options for moving forward. • Initiative #4: Public Art Poetry in the Parks 2022 • Commissioner Johnson presented the Edina parks that were chosen for the Poetry in the Parks etching and shared the success of the Climate summit with commissioners • Student Commissioner Anand presented her poem for the Poetry in the Parks. • Initiative #5: Joint Sponsorship of Performances on the Plaza Summer Concert Series 2022 • Student Commissioner Shen shared her experience participating in the Performance on the Plaza in 2021 and excitement to participate in 2022. • Chair Sorenson discussed the upcoming season. VI. Chair And Member Comments • Chair Sorensen mentioned that 50th and France has offered a table at the Edina Art Festival. Staff and Commission discussed that the Fall into the Arts Festival may be a better fit for the initiatives at this time. • Chair Sorensen invited commissioners to tour the Edina Art Center. VII. Staff Comments • Updated 2022 Meeting dates were presented. • Staff member Fulton presented upcoming City programming. VIII. Adjournment Motion was made by Amlaw to adjourn the April 28, 2022 meeting of the Arts and Culture Commission, seconded by Johnson. Motion carried. Meeting adjourned at 6:04 p.m.