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2023-03-21 City Council Meeting Packet
Agenda City Council Meeting City of Edina, Minnesota City Hall Council Chambers Tuesday, March 21, 2023 7:00 PM Watch the meeting on cable TV or at EdinaMN.gov/LiveMeetings or Facebook.com/EdinaMN. Participate in Community Comment and Public Hearing Call 786-496-5601 Enter Conference 0693933# 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: Work Session and Regular, Mar. 7, 2023 B.Approve Payment of Claims C.Ordinance No. 2023-04: Amending Chapter 2 of the City Code, Setting Fees for 2023 D.Waive Permit Fees for 50th & France Parking Ramp Repairs E.Request for Purchase: Kaeser Air Compressor F.Request for Consideration for Spring Load Limit Exception G.Resolution No. 2023-24: Approving Metropolitan Council Environmental Services Grant Application and Agreement H.Request for Purchase: Change Order: Professional Services for Eden Avenue and Grange Road Roundabouts I.Request for Purchase: ENG22016 Eden Avenue and Grange Road Roundabouts J.Request for Purchase: Material Testing for Eden Avenue and Grange Road Roundabouts K.Request for Purchase: Change Order: ENG 23-3 Natural Areas Long-Term Maintenance 2023-2025 L.Request for Purchase: Change Order: Professional Services for City Hall Exterior Improvements and Solar Replacement M.Request for Purchase: FC22-113 City Hall Exterior Improvements and Solar Replacement N.Approve 2023-2024 Union Contract for LELS Local 529 Dispatchers O.Approve 2023-2024 Union Contract for IAFF Local 1275 FireCghters P.Approve Temporary Intoxicating On-Sale Liquor License for Junior League of Minneapolis, Inc. Q.Approve Peoples Organic and El Camino Taco Deli Liquor License Renewals VII.Public Hearings During "Public Hearings," the Mayor will ask for public testimony after staE and/or applicants make their presentations. The following guidelines are in place to ensure an eGcient, 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. 2023-22: Conditional Use Permit for U.S. Internet at 6444 Xerxes Avenue VIII.Reports/Recommendations: (Favorable vote of majority of Council Members present to approve except where noted) A.Resolution No. 2023-23: Accepting Donations B.Sketch Plan for Community Health and Safety Center at 4401 76th Street West IX.Commission Correspondence (Minutes and Advisory Communication) A.Minutes: Community Health Commission: Nov. 14 and Dec. 12, 2022 B.Minutes: Parks & Recreation Commission Feb. 14, 2023 X.Manager's Comments A.Prep Memo Mar. 21, 2023 XI.Mayor And Council Comments XII.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 ampliCcation, an interpreter, large-print documents or something else, please call 952-927-8861 72 hours in advance of the meeting. Date: March 21, 2023 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: March 21, 2023 Agenda Item #: VI.A. To:Mayor and City Council Item Type: Minutes From:Sharon Allison, City Clerk Item Activity: Subject:Approve Minutes: Work Session and Regular, Mar. 7, 2023 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 Work Session, Mar. 7, 2023 Minutes: Draft City Council Regular, Mar. 7, 2023 MINUTES OF THE EDINA CITY COUNCIL WORK SESSION COMMUNITY ROOM, CITY HALL TUESDAY, MARCH 7, 2023 5:30 P.M. CALL TO ORDER Mayor Hovland called the meeting to order at 5:30 pm. ROLL CALL Answering roll call were Members: Agnew, Jackson, Pierce, Risser and Mayor Hovland Staff in attendance: Scott Neal, City Manager; Lisa Schaefer, Assistant City Manager; Andrew Slama, Fire Chief; Rachel Finberg, Project Manager; Pete Fisher, Assistant Fire Chief; Derek Otten, Facility Manager; Chad Millner, Engineering Director; Gillian Straub, City Management Fellow; Cary Teague, Community Development Director; Bill Neuendorf, Economic Development Manager; Jake Miller, I.T. Specialist; and Sharon Allison, City Clerk. Consulting project team in attendance: Trace Jacques and Michael Healy, BKV; Molly Jutz and Jason Rentmeester, Kraus-Anderson; and Julie Dotzenrod, Tegra Group. COMMUNITY HEALTH AND SAFETY CENTER (CHSC) (FIRE STATION 2) PROJECT UPDATE AND SITE PLAN PRESENTATION Chief Slama introduced the project team, provided a recap on phases 1 and II and said they were in Phase III, the design phase. Slama said staff and residents were engaged as part of the Values Viewfinder process to identify barriers and areas of opportunity. Finberg spoke about the engagement process and how they incorporated City’s goals and budget pillars and showcased them in the Values Viewfinder process. Trace Jacques, BKV, spoke about the mission, purpose, and programing element for the site. He said how the space could be used as a community landmark that is attractive, accessible, and interactive with the public while accommodating the growing needs of the Fire and Community Health Departments. He said the project would be a catalyst for implementing the Southdale Area Design Experience Guidelines and showed how the Promenade could connect through the site to Fred Richards Park, plus other connections in proximity. Jacques presented two concept options with the CHSC facing W. 76th Street, 40 parking stalls, staff parking accommodated into an adjacent future development, and green space with wetland. He presented a vision of how adjoining areas could be developed around the site. Slama said the building would set the standard for the Guidelines for future development in the area. City council asked questions and provided feedback. Slama said the next step was to complete schematic design by mid-April and Council approval summer 2023. ADJOURNMENT Mayor Hovland adjourned the meeting at 6:36 pm. Edina City Council Work Session Meeting, March 7, 2023 Respectfully submitted, ____________________________________________ Sharon Allison, City Clerk Minutes approved by the Edina City Council, March 21, 2023. ___________________________________________ James B. Hovland, Mayor Page 1 MINUTES OF THE REGULAR MEETING OF THE EDINA CITY COUNCIL MARCH 7, 2023 7:00 P.M. I. CALL TO ORDER Mayor Hovland called the meeting to order at 7:03 p.m. then shared the procedure for public hearing and community comment. II. ROLLCALL Answering rollcall were Members Agnew, Jackson, Pierce, Risser, Hovland. Absent: None. III. PLEDGE OF ALLEGIANCE IV. MEETING AGENDA APPROVED AS CORRECTED Member Jackson made a motion, seconded by Member Pierce, to approve the meeting agenda as presented. Rollcall: Ayes: Agnew, Jackson, Pierce, Risser, Hovland Motion carried. V. COMMUNITY COMMENT Andy Brown, 5512 Park Place, shared concerns surrounding the recent Ohio trail derailment and requested the City focus on the Dan Patch Freight Rail Line in Edina to avoid a similar situation. He shared history of the line and the need for crossing arms at the grade intersections. The Council asked questions and provided feedback. V.A. CITY MANAGER’S RESPONSE TO COMMUNITY COMMENTS Manager Neal responded to Community Comments at the last meeting. VI. CONSENT AGENDA ADOPTED AS AMENDED Member Risser made a motion, seconded by Member Jackson, approving the consent agenda as amended, removing Items VI.E. Encroachment Agreement with 6604 Indian Hills Road, and VI.F. Traffic Safety Report of January 31, 2023: VI.A. Approve Minutes of the Work Session and Regular Meetings of February 21, 2023 VI.B. Approve Claims for Payment for Check Register Claims Pre-List dated February 17, 2023, totaling $2,156,046.41 and Pre-List dated February 24, 2023, totaling $529,461.60 VI.C. Request for Purchase; Professional Services for Brook Drive Culvert Replacement, Barr Engineering, $145,300 VI.D. Request for Purchase; Natural Areas Long-Term Maintenance, 2023-2025 Construction Oversight, Resource Environmental Solutions (RES), $35,095 VI.E. Encroachment Agreement with 6604 Indian Hills Road VI.F. Traffic Safety Report of January 31, 2023 VI.G. Request for Purchase; I-494 Corridor Commission Annual Member Dues for 2023, $30,000 VI.H. Approve Out-of-State Travel for City Council VI.I. Approve New On-Sale Wine and On-Sale 3.2 Percent Malt Liquor Licenses for Munson Potato Shack, LLC, dba Munson’s Potato Shack VI.J. Approve 2023 Liquor License Renewals Minutes/Edina City Council/March 7, 2023 Page 2 Rollcall: Ayes: Agnew, Jackson, Pierce, Risser, Hovland Motion carried. ITEMS REMOVED FROM CONSENT AGENDA VI.E. ENCROACHMENT AGREEMENT WITH 6604 INDIAN HILLS ROAD – APPROVED The Council shared concerns about City code in place that instructed no encroachment into an easement area and asked why the City would grant this encroachment along such an extensive area on a road with a curve and asked if approval would result in other resident requests. Director of Engineering Millner shared the proposed encroachment followed an existing fence and while not allowed was not uncommon. He said staff reviewed the public utilities in the areas and had no concerns with sightlines or anticipated a need for utilities in the future. He noted the City owned the adjacent lot and had no concerns with the improvements already in place but could request them to be removed in the future if needed. Now or in the future, but if is in the way can be removed. He confirmed nothing new would be added and that the encroachment was discovered during the property sale and the buyers wanted the encroachment documented. Member Agnew made a motion, seconded by Member Pierce, to approve the encroachment agreement with 6604 Indian Hills Road. Rollcall: Ayes: Agnew, Jackson, Pierce, Hovland Nays: Risser Motion carried. VI.F. TRAFFIC SAFETY REPORT OF JANUARY 31, 2023 – APPROVED The Council inquired about Area B3 that included a gravel road in Brookside Terrace and how the report noted traffic could not be measured and that residents were requesting signage to reduce speeding, especially because the road led to the minimally marked railroad crossing, as well. Mr. Millner responded traffic in this area was measured with cameras and resulted in very low volumes with no erratic actions of vehicles or speeding that would warrant additional signage for those six homes. Member Pierce made a motion, seconded by Member Jackson, to approve the Arts and Culture Commission Advisory Communication; amending 2023 Work Plan to establish a microgrant process. Rollcall: Ayes: Agnew, Jackson, Pierce, Hovland Nays: Risser Motion carried. VII. PUBLIC HEARINGS Affidavits of Notice presented and ordered placed on file. VII.A. PUBLIC HEARING TO MARCH 21, 2023 - RESOLUTION NO. 2023-22; CONDITIONAL USE PERMIT AND VARIANCE FOR US INTERNET AT 6444 XERXES AVENUE – CONTINUED TO MARCH 21, 2023 Community Development Director Teague stated US Internet (USI) Corp. was requesting a Conditional Use Permit and Variance to construct a 1,900 square foot utility building at 6444 Xerxes Avenue. The variance requested was to construct a building with no windows due to security concerns and built with cultured stone and EIFS instead of brick or stone entirely. The existing structure would be removed from the site and the new building constructed. The facility would provide improved internet services to Edina residents. USI currently served the north/northeastern portions of Edina. The building on Xerxes would cover central and southern Edina. He said this item was scheduled for consideration by the Planning Commission on February 22, 2023; however, due to a snowstorm that evening the meeting was cancelled. The item was rescheduled for Planning Commission consideration on March 15; therefore, the City Council Minutes/Edina City Council/March 7, 2023 Page 3 was asked to continue the public hearing to March 21, 2023, to allow the extra time needed for Planning Commission review and recommendation. Member Agnew made a motion, seconded by Member Jackson, to continue the public hearing for consideration of Resolution No. 2023-22, Conditional Use Permit and Variance for US Internet at 6444 Xerxes Avenue, until March 21, 2023. Roll call: Ayes: Agnew, Jackson, Pierce, Risser, Hovland Motion carried. VII.B. RESOLUTION NO. 2023-20; CERTIFICATE OF APPROPRIATENESS APPEAL, 4630 DREXEL AVENUE – CONTINUED TO APRIL 4, 2023 Mr. Teague stated the applicant was unable to attend the meeting this evening and had requested continuance of the item to April 4, 2023, and had extended the 60-day time period. Member Agnew made a motion, seconded by Member Jackson, to continue the public hearing for consideration of Resolution No. 2023-20, Certificate of Appropriateness Appeal, 4630 Drexel Avenue, until April 4, 2023. Roll call: Ayes: Agnew, Jackson, Pierce, Risser, Hovland Motion carried. VIII. REPORTS/RECOMMENDATIONS VIII.A. RESOLUTION NO. 2023-21; ACCEPTING DONATIONS - ADOPTED Member Jackson introduced and moved adoption of Resolution No. 2023-21, accepting donations. Seconded by Member Agnew. Rollcall: Ayes: Agnew, Jackson, Pierce, Risser, Hovland Motion carried. VIII.B. TRANSPORTATION COMMISSION REPORT AND RECOMMENDATION; PACS FUND INCREASE PROPOSAL – APPROVED Transportation Planner Scipioni said as part of their 2022 work plan, the Transportation Commission reviewed the Pedestrian and Cyclist Safety (PACS) Fund policy. The Commission estimated it would take approximately 44 years to complete the multi-modal improvements recommended by the Pedestrian and Bicycle Master Plan, and believed this pace of buildout was unacceptable due to the urgency of climate change and the City could increase the speed of project construction and achieve its transportation-specific climate goals to better fund those improvements. He said Commission recommended the City increase the monthly fees for all users, doubling the annual PACS Fund revenue and reducing the estimated build-out period to approximately 21 years then outlined the proposed fee increase by $1.08/month for residential users and $5.48 - $65.32/month for commercial users. He shared current franchise fee rates and revenue that totaled $2.18 million for 2022 and said the proposed increase met many strategic objectives that included climate action plan recommendation, pedestrian and bicycle master plan, and comprehensive plan. He spoke about the procedural requirements for any proposed increase and said fees were previously increased in 2015, 2018, and 2019. Chris Brown, Transportation Commission, shared more about the work plan chosen to pursue an increased based on resident input to help increase safety then outlined the suggested tiered options increase or hold the residential rate the same and raise the three commercial rates instead. He said this proposed increase would reduce the increase burden on residential users with the goal to double annual PACS Fund revenue. The Council asked questions and provided feedback. Minutes/Edina City Council/March 7, 2023 Page 4 Member Jackson made a motion, seconded by Member Pierce, to direct staff to schedule a worksession with the City Council or in a Council retreat in 2023 to discuss the desired uses of franchise fee revenue and potential increases. Roll call: Ayes: Agnew, Jackson, Pierce, Risser, Hovland Motion carried. VIII.C. RESOLUTION NO. 2023-16; SUBDIVISION FOR 4404 VALLEY VIEW ROAD – CONTINUED TO APRIL 4, 2023 Mr. Teague said City Homes was requesting a subdivision of 4404 Valley View Road to establish individual lots for their four-unit townhome project that was approved for this site in 2022. The proposal simply created the lot for each unit so that they may be sold off individually. He said there had been some issues raised during the last meeting to cause some time to review first prior to formal consideration. The applicant was agreeable to address concerns regarding future commercial use on the site and City code provision that required no residential use on the first floor or basement on PC-1 property through a potential residential PUD rezoning process and commercial use not allowed. He said in order to address these issues staff was recommending a public hearing be held at the March 29 Planning Commission meeting with a Council public hearing on April 4 which would be accomplished within the required 60-day rule. The Council asked questions and provided feedback. Member Jackson made a motion, seconded by Member Piece, to continue action of Resolution No. 2023-16 to the April 4, 2023, Council meeting in order to address issues raised since the public hearing regarding future commercial use and City code provision of residential use on the first floor of a PC-1 property to consider approving the preliminary and final plat for 4404 Valley View Road. Rollcall: Ayes: Agnew, Jackson, Pierce, Hovland Nays: Risser Motion carried. VIII.D. RESOLUTION NO 2023-17; PRELIMINARY DEVELOPMENT SITE PLAN REVIEW FOR 5146 EDEN AVENUE (FORMER PUBLIC WORKS SITE) – ADOPTED Mr. Teague said Jester Concepts was requesting Preliminary Site Plan approval to construct a 13,500-square- foot restaurant with an outdoor dining area, outdoor bar and pizza oven at the former Public Works site located at 5146 Eden Avenue. The plans included public restrooms attached to the restaurant but available for users of the public park. This would be Phase 2 of the redevelopment of the site and Phase 1 would be an 86-unit senior cooperative housing project. The property was zoned PUD, Planned Unit Development and the proposed plans were consistent with the approved overall development for this Planned Unit Development. This project and senior project would come back to Council for final design approval but staff and the Planning Commission recommended approval. He shared how the alcohol service issues would be addressed through approval and issuance of the liquor license. Brent Frederick, Jester Concepts, said the snow removal questions had not yet been addressed but would be prior to final approval. The Council asked questions and provided feedback. Member Jackson introduced and moved adoption of Resolution No. 2023-17, approving preliminary development site plan for the construction of a restaurant within PUD-24 at 5146 Eden Avenue. Seconded by Member Pierce. Rollcall: Ayes: Agnew, Jackson, Pierce, Risser, Hovland Motion carried. Minutes/Edina City Council/March 7, 2023 Page 5 IX. COMMISSION CORRESPONDENCE (MINUTES AND ADVISORY COMMUNICATION) - Received IX.A. MINUTES: TRANSPORTATION COMMISSION, JANUARY 19, 2023 IX.B. MINUTES: HUMAN RIGHTS AND RELATIONS COMMISSION, JANUARY 24, 2023 X. MANAGER’S COMMENTS – Received X.A. REPORT ON STATUS OF TOBACCO ORDINANCE LITIGATION X.B. REPORT ON CORNELIA VIEW APARTMENT PROJECT X.C. REPORT ON BONDING BILL FOR SOUTH METRO PUBLIC SAFETY TRAINING FACILITY XI. MAYOR AND COUNCIL COMMENTS – Received XII. ADJOURNMENT Member Jackson made a motion, seconded by Member Agnew, to adjourn the meeting at 8:33 p.m. Rollcall: Ayes: Agnew, Jackson, Pierce, Risser, Hovland Motion carried. Respectfully submitted, Sharon Allison, City Clerk Minutes approved by Edina City Council, March 21, 2023. James B. Hovland, Mayor Video Copy of the March 7, 2023, meeting available. Date: March 21, 2023 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 03.03.23 TOTAL $950,823.20 Check Register Claims Pre-List Dated 03.10.23 TOTAL $943,121.05 INTRODUCTION: Claims information for approval is attached. ATTACHMENTS: Description Check Register Claims Pre-List Dated 03.03.23 TOTAL $950,823.20 Check Register Claims Pre-List Dated 03.10.23 TOTAL $943,121.05 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/02/2023 13:33User: STanGeilProgram ID: apcshdsb Page 40 JOURNAL ENTRIES TO BE CREATED FUND SUB FUND DUE TO DUE FR 1000 General 182,318.282100 Police Special Revenue 9,740.462300 Pedestrian and Cyclist Safety 5,438.222500 Conservation & Sustainability 25,250.992600 Housing & Redvlpmt Authority 16,617.502600 Housing & Redvlpmt Authority 5.002600 Housing & Redvlpmt Authority 421.192600 Housing & Redvlpmt Authority 35,455.904000 Capital Projects 100,878.674200 Equipment Replacement 219.994400 PIR Capital Projects 5,373.065200 Braemar Golf Course 1,426.915200 Braemar Golf Course 9,618.245400 Edinborough Park 9,587.985500 Braemar Arena 23,270.165600 Braemar Field 924.005700 Centennial Lakes 2,189.655800 Liquor 197,990.505900 Utility Fund 157,015.045900 Utility Fund 59,874.945900 Utility Fund 22,403.476100 Equipment Operations 44,607.996200 Information Technology 16,234.466300 Facilities Management 9,547.187100 PS Training Facility 6,028.197200 MN Task Force 1 8,385.239999 Pooled Cash Fund 950,823.20 TOTAL 950,823.20 950,823.20 ** END OF REPORT - Generated by Shirleng Tan Geil ** City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/02/2023 13:33User: 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 481514 03/03/2023 PRTD 151171 7TH STREET BEER COMPANY 2306 02/16/2023 20230303 1,326.00 CHECK 481514 TOTAL: 1,326.00 481515 03/03/2023 PRTD 143143 TORRES, ARMANDO CHAVEZ 2310 02/01/2023 20230303 4,436.00 TORRES, ARMANDO CHAVEZ 2312 02/01/2023 20230303 1,000.00 CHECK 481515 TOTAL: 5,436.00 481516 03/03/2023 PRTD 135922 ACUSHNET COMPANY 914964433 02/11/2023 20230303 85.22 CHECK 481516 TOTAL: 85.22 481517 03/03/2023 PRTD 142796 ALL AROUND CONCRETE LLC 1282 02/01/2023 20230303 6,930.00 ALL AROUND CONCRETE LLC 1281 02/01/2023 20230303 21,045.00 CHECK 481517 TOTAL: 27,975.00 481518 03/03/2023 PRTD 141829 ALL TRAFFIC SOLUTION INC SIN035682 02/02/2023 20230303 1,500.00 CHECK 481518 TOTAL: 1,500.00 481519 03/03/2023 PRTD 103160 ALS VACUUM AND JANITORIAL SUPPLY 220000029883 02/04/2023 20230303 76.12 CHECK 481519 TOTAL: 76.12 481520 03/03/2023 PRTD 160095 AM CRAFT SPIRITS SALES & MARKETIN 16329 02/14/2023 20230303 62.80 AM CRAFT SPIRITS SALES & MARKETIN 16330 02/14/2023 20230303 62.80 CHECK 481520 TOTAL: 125.60 481521 03/03/2023 PRTD 141960 AMAZON CAPITAL SERVICES 1N6J-FKRH-19PY 01/23/2023 20230303 128.68 AMAZON CAPITAL SERVICES 1XQ4-3KRK-4HTQ 01/31/2023 20230303 10.14 AMAZON CAPITAL SERVICES 1Y11-4RD6-4VCX 01/31/2023 20230303 21.06 AMAZON CAPITAL SERVICES 1DKC-33J6-1PHR 01/31/2023 20230303 19.35 AMAZON CAPITAL SERVICES 16VN-9RWY-1MMV 01/31/2023 20230303 77.90 AMAZON CAPITAL SERVICES 16C6-VTTG-1GXK 02/01/2023 20230303 31.99 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/02/2023 13:33User: 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 1Y16-FNW4-1H47 02/01/2023 20230303 67.49 AMAZON CAPITAL SERVICES 1V4G-MVRK-4KPK 02/02/2023 20230303 109.88 AMAZON CAPITAL SERVICES 11P3-4D3Y-6QCN 02/02/2023 20230303 245.67 AMAZON CAPITAL SERVICES 1W7W-PX7H-144N 02/02/2023 20230303 117.00 AMAZON CAPITAL SERVICES 1H4Q-1DKC-1HXV 02/02/2023 20230303 45.83 AMAZON CAPITAL SERVICES 1WQN-WTTM-1YPX 02/02/2023 20230303 31.67 AMAZON CAPITAL SERVICES 1RMP-VGKC-7DRV 02/03/2023 20230303 474.75 AMAZON CAPITAL SERVICES 1MPT-LKLY-7QFV 02/03/2023 20230303 35.99 AMAZON CAPITAL SERVICES 1N43-C1FF-94XD 02/03/2023 20230303 47.78 AMAZON CAPITAL SERVICES 1HTL-MJRR-9RYF 02/04/2023 20230303 45.58 AMAZON CAPITAL SERVICES 1H9X-7MRP-9PK1 02/04/2023 20230303 179.99 AMAZON CAPITAL SERVICES 1H4Q-1DKC-C6C1 02/04/2023 20230303 89.99 AMAZON CAPITAL SERVICES 1DM9-HCXD-CMMR 02/04/2023 20230303 69.55 AMAZON CAPITAL SERVICES 1HJ4-9K7L-FTWL 02/04/2023 20230303 219.99 AMAZON CAPITAL SERVICES 1MPT-LKLY-HQ3X 02/05/2023 20230303 76.20 AMAZON CAPITAL SERVICES 1VLM-WTYC-JL19 02/05/2023 20230303 43.43 AMAZON CAPITAL SERVICES 1RNJ-K3FY-KNCN 02/05/2023 20230303 30.88 AMAZON CAPITAL SERVICES 1FQK-9WNX-KVCV 02/05/2023 20230303 7.67 AMAZON CAPITAL SERVICES 1DKT-TD77-1GFH 02/06/2023 20230303 185.00 AMAZON CAPITAL SERVICES 1HQ7-J6HY-1T1F 02/05/2023 20230303 55.99 AMAZON CAPITAL SERVICES 16L3-PDNT-HDRD 02/10/2023 20230303 -62.40 CHECK 481521 TOTAL: 2,407.05 481522 03/03/2023 PRTD 151441 ARAMARK UNIFORM AND CAREER APPEAL 2500181488 02/01/2023 20230303 282.42 CHECK 481522 TOTAL: 282.42 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/02/2023 13:33User: 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 481523 03/03/2023 PRTD 100634 ASPEN EQUIPMENT CO 10245546 01/31/2023 20230303 611.00 CHECK 481523 TOTAL: 611.00 481524 03/03/2023 PRTD 106304 ASPEN MILLS INC 307516 01/20/2023 20230303 125.56 ASPEN MILLS INC 308360 02/03/2023 20230303 233.55 ASPEN MILLS INC 308361 02/03/2023 20230303 584.00 ASPEN MILLS INC 308359 02/03/2023 20230303 438.60 CHECK 481524 TOTAL: 1,381.71 481525 03/03/2023 PRTD 119465 ASSOCIATION OF MINNESOTA COUNTIES 63831 12/22/2022 20230303 626.00 CHECK 481525 TOTAL: 626.00 481526 03/03/2023 PRTD 101718 IEH AUTO PARTS LLC 380137332 01/31/2023 20230303 39.48 IEH AUTO PARTS LLC 380137731 02/02/2023 20230303 7.92 IEH AUTO PARTS LLC 380137873 02/03/2023 20230303 26.85 IEH AUTO PARTS LLC 380138667 02/10/2023 20230303 -7.88 CHECK 481526 TOTAL: 66.37 481527 03/03/2023 PRTD 101355 BELLBOY CORPORATION 0098447200 02/16/2023 20230303 544.95 BELLBOY CORPORATION 0098447300 02/16/2023 20230303 1,554.55 BELLBOY CORPORATION 0106423300 02/16/2023 20230303 79.36 BELLBOY CORPORATION 0098452600 02/16/2023 20230303 676.80 BELLBOY CORPORATION 0098452800 02/16/2023 20230303 360.95 BELLBOY CORPORATION 0098425500 02/16/2023 20230303 97.65 BELLBOY CORPORATION 0098452300 02/16/2023 20230303 985.00 BELLBOY CORPORATION 0106423400 02/16/2023 20230303 156.71 CHECK 481527 TOTAL: 4,455.97 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/02/2023 13:33User: 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 481528 03/03/2023 PRTD 117379 BENIEK PROPERTY SERVICES INC 159843 02/01/2023 20230303 3,996.55 CHECK 481528 TOTAL: 3,996.55 481529 03/03/2023 PRTD 126847 BERRY COFFEE COMPANY 939111 02/02/2023 20230303 136.50 CHECK 481529 TOTAL: 136.50 481530 03/03/2023 PRTD 142153 BLACK STACK BREWING INC 21386 02/16/2023 20230303 278.00 BLACK STACK BREWING INC 21387 02/16/2023 20230303 265.00 BLACK STACK BREWING INC 21388 02/16/2023 20230303 278.00 CHECK 481530 TOTAL: 821.00 481531 03/03/2023 PRTD 104347 BLUUM OF MINNESOTA LLC 894662 02/01/2023 20230303 3,800.00 CHECK 481531 TOTAL: 3,800.00 481532 03/03/2023 PRTD 132444 BOLTON & MENK INC 0306252 01/31/2023 20230303 4,519.50 BOLTON & MENK INC 0306554-1 01/30/2023 20230303 1,989.00 BOLTON & MENK INC 0306554-2 01/30/2023 20230303 12,437.50 BOLTON & MENK INC 0306207 01/31/2023 20230303 2,408.50 BOLTON & MENK INC 0306208 01/31/2023 20230303 4,368.00 CHECK 481532 TOTAL: 25,722.50 481533 03/03/2023 PRTD 105367 BOUND TREE MEDICAL LLC 84842907 01/31/2023 20230303 149.80 BOUND TREE MEDICAL LLC 84846075 02/02/2023 20230303 103.28 BOUND TREE MEDICAL LLC 84846077 02/02/2023 20230303 195.99 BOUND TREE MEDICAL LLC 84846076 02/02/2023 20230303 103.28 BOUND TREE MEDICAL LLC 84849476 02/06/2023 20230303 1,374.74 CHECK 481533 TOTAL: 1,927.09 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/02/2023 13:33User: 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 481534 03/03/2023 PRTD 119351 BOURGET IMPORTS 194062 02/14/2023 20230303 1,106.00 BOURGET IMPORTS 194064 02/14/2023 20230303 752.00 BOURGET IMPORTS 194063 02/14/2023 20230303 106.00 CHECK 481534 TOTAL: 1,964.00 481535 03/03/2023 PRTD 117040 BOYER FORD TRUCKS INC 001P6008 01/31/2023 20230303 45.52 BOYER FORD TRUCKS INC 008P19070 02/01/2023 20230303 16.89 BOYER FORD TRUCKS INC 008P19152 02/02/2023 20230303 -412.50 BOYER FORD TRUCKS INC 008P19148 02/02/2023 20230303 -79.20 BOYER FORD TRUCKS INC 008P18472 01/17/2023 20230303 101.98 BOYER FORD TRUCKS INC 008P18125 01/06/2023 20230303 1,111.98 BOYER FORD TRUCKS INC 008P18860 01/27/2023 20230303 117.21 CHECK 481535 TOTAL: 901.88 481536 03/03/2023 PRTD 120143 BRAKE & EQUIPMENT WAREHOUSE INC 01KO5270 02/06/2023 20230303 1,121.01 BRAKE & EQUIPMENT WAREHOUSE INC 01KO5343 02/07/2023 20230303 -210.19 CHECK 481536 TOTAL: 910.82 481537 03/03/2023 PRTD 100664 BRAUN INTERTEC CORPORATION B328421 02/03/2023 20230303 16,211.17 CHECK 481537 TOTAL: 16,211.17 481538 03/03/2023 PRTD 124291 BREAKTHRU BEVERAGE MINNESOTA WINE 347705327 02/08/2023 20230303 8,066.26 BREAKTHRU BEVERAGE MINNESOTA WINE 347705344 02/08/2023 20230303 5,185.16 BREAKTHRU BEVERAGE MINNESOTA WINE 347800297 02/14/2023 20230303 435.00 BREAKTHRU BEVERAGE MINNESOTA WINE 347804326 02/15/2023 20230303 75.03 BREAKTHRU BEVERAGE MINNESOTA WINE 347804325 02/15/2023 20230303 1,600.05 BREAKTHRU BEVERAGE MINNESOTA WINE 347804327 02/15/2023 20230303 2,501.77 BREAKTHRU BEVERAGE MINNESOTA WINE 347804330 02/15/2023 20230303 89.15 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/02/2023 13:33User: 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 347804331 02/15/2023 20230303 32.61 BREAKTHRU BEVERAGE MINNESOTA WINE 347804329 02/15/2023 20230303 3,146.17 BREAKTHRU BEVERAGE MINNESOTA WINE 347804328 02/15/2023 20230303 1,411.53 BREAKTHRU BEVERAGE MINNESOTA WINE 347804306 02/15/2023 20230303 243.45 BREAKTHRU BEVERAGE MINNESOTA WINE 347804307 02/15/2023 20230303 28.41 BREAKTHRU BEVERAGE MINNESOTA WINE 347804308 02/15/2023 20230303 7,086.45 CHECK 481538 TOTAL: 29,901.04 481539 03/03/2023 PRTD 124529 BREAKTHRU BEVERAGE MINNESOTA BEER 347783240 02/14/2023 20230303 2,440.10 BREAKTHRU BEVERAGE MINNESOTA BEER 347683093 02/07/2023 20230303 7,471.15 BREAKTHRU BEVERAGE MINNESOTA BEER 347800978 02/14/2023 20230303 6,902.85 BREAKTHRU BEVERAGE MINNESOTA BEER 347800296 02/14/2023 20230303 334.70 BREAKTHRU BEVERAGE MINNESOTA BEER 347800977 02/14/2023 20230303 424.15 BREAKTHRU BEVERAGE MINNESOTA BEER 347849465 02/16/2023 20230303 25.60 BREAKTHRU BEVERAGE MINNESOTA BEER 347783154 02/14/2023 20230303 202.40 BREAKTHRU BEVERAGE MINNESOTA BEER 347783234 02/14/2023 20230303 7,894.45 BREAKTHRU BEVERAGE MINNESOTA BEER 347783233 02/14/2023 20230303 315.70 CHECK 481539 TOTAL: 26,011.10 481540 03/03/2023 PRTD 100648 BERTELSON BROTHERS INC WO-1228061-1 02/03/2023 20230303 204.65 CHECK 481540 TOTAL: 204.65 481541 03/03/2023 PRTD 120935 CAMPBELL KNUTSON PA 01-2023-2851 01/31/2023 20230303 18,951.83 CHECK 481541 TOTAL: 18,951.83 481542 03/03/2023 PRTD 130315 CANNON VALLEY SPECIALTIES 23034 02/03/2023 20230303 39.00 CHECK 481542 TOTAL: 39.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/02/2023 13:33User: 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 481543 03/03/2023 PRTD 119455 CAPITOL BEVERAGE SALES LP 2799990 02/17/2023 20230303 1,924.15 CAPITOL BEVERAGE SALES LP 2799986 02/17/2023 20230303 136.40 CAPITOL BEVERAGE SALES LP 2799987 02/17/2023 20230303 27.49 CAPITOL BEVERAGE SALES LP 2799989 02/17/2023 20230303 278.00 CAPITOL BEVERAGE SALES LP 2799988 02/17/2023 20230303 120.30 CAPITOL BEVERAGE SALES LP 2798176 02/14/2023 20230303 1,918.85 CAPITOL BEVERAGE SALES LP 2798178 02/14/2023 20230303 1,395.00 CAPITOL BEVERAGE SALES LP 2798177 02/14/2023 20230303 54.98 CHECK 481543 TOTAL: 5,855.17 481544 03/03/2023 PRTD 148017 CARBON DAY AUTOMOTIVE 3273 02/02/2023 22300001 20230303 24,351.00 CHECK 481544 TOTAL: 24,351.00 481545 03/03/2023 PRTD 102372 CDW GOVERNMENT INC GP76469 02/06/2023 20230303 154.32 CHECK 481545 TOTAL: 154.32 481546 03/03/2023 PRTD 144099 CELLEBRITE INC INVUS252225 02/02/2023 20230303 600.00 CHECK 481546 TOTAL: 600.00 481547 03/03/2023 PRTD 101515 CEMSTONE PRODUCTS COMPANY 7072425 01/26/2023 20230303 489.48 CEMSTONE PRODUCTS COMPANY 7074038 02/01/2023 20230303 484.48 CEMSTONE PRODUCTS COMPANY 7075168 02/06/2023 20230303 1,523.43 CHECK 481547 TOTAL: 2,497.39 481548 03/03/2023 PRTD 142533 CADD ENGR SUPPLY INC INV148238 01/31/2023 20230303 95.00 CADD ENGR SUPPLY INC INV148239 01/31/2023 20230303 279.00 CHECK 481548 TOTAL: 374.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/02/2023 13:33User: 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 481549 03/03/2023 PRTD 142028 CINTAS CORPORATION 4145594927 02/06/2023 20230303 19.20 CINTAS CORPORATION 4145593764 02/06/2023 20230303 11.78 CINTAS CORPORATION 4145593790 02/06/2023 20230303 22.77 CINTAS CORPORATION 4145593748 02/06/2023 20230303 25.77 CINTAS CORPORATION 4145593746 02/06/2023 20230303 37.30 CINTAS CORPORATION 4145593753 02/06/2023 20230303 17.87 CINTAS CORPORATION 4146292844 02/13/2023 20230303 34.47 CHECK 481549 TOTAL: 169.16 481550 03/03/2023 PRTD 101837 COMMUNICATIONS COM-2768 02/12/2023 20230303 100.00 CHECK 481550 TOTAL: 100.00 481551 03/03/2023 PRTD 101837 FINANCE DEPARTMENT 990 02/06/2023 20230303 5,073.78 CHECK 481551 TOTAL: 5,073.78 481552 03/03/2023 PRTD 101837 FINANCE DEPARTMENT 991 02/08/2023 20230303 900.45 CHECK 481552 TOTAL: 900.45 481553 03/03/2023 PRTD 146472 CITY WIDE MAINTENANCE OF MN 32009014472 02/01/2023 20230303 4,233.60 CITY WIDE MAINTENANCE OF MN 32009014419 02/01/2023 20230303 4,241.59 CITY WIDE MAINTENANCE OF MN 32009014563 02/01/2023 20230303 1,537.99 CHECK 481553 TOTAL: 10,013.18 481554 03/03/2023 PRTD 130477 MCDONALD DISTRIBUTING COMPANY 674157 02/15/2023 20230303 259.00 MCDONALD DISTRIBUTING COMPANY 674156 02/15/2023 20230303 546.55 MCDONALD DISTRIBUTING COMPANY 674154 02/15/2023 20230303 60.00 MCDONALD DISTRIBUTING COMPANY 674155 02/15/2023 20230303 985.25 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/02/2023 13:33User: 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 481554 TOTAL: 1,850.80 481555 03/03/2023 PRTD 145926 CLEARWATER ANALYTICS LLC 561802 02/03/2023 20230303 1,112.78 CHECK 481555 TOTAL: 1,112.78 481556 03/03/2023 PRTD 120433 COMCAST 0740105-02/23 02/18/2023 20230303 85.68 CHECK 481556 TOTAL: 85.68 481557 03/03/2023 PRTD 120433 COMCAST 0373022-02/23 02/17/2023 20230303 33.90 CHECK 481557 TOTAL: 33.90 481558 03/03/2023 PRTD 120433 COMCAST 0161120-02/23 02/26/2023 20230303 20.30 CHECK 481558 TOTAL: 20.30 481559 03/03/2023 PRTD 100012 CORE & MAIN S312487 02/03/2023 20230303 447.09 CORE & MAIN S312451 02/03/2023 20230303 414.48 CORE & MAIN S320942 02/06/2023 20230303 4,392.96 CHECK 481559 TOTAL: 5,254.53 481560 03/03/2023 PRTD 142772 CREATIVE ARCADE 1634 02/01/2023 20230303 950.00 CHECK 481560 TOTAL: 950.00 481561 03/03/2023 PRTD 130171 CTM SERVICES INC 5964 01/19/2023 20230303 128.79 CHECK 481561 TOTAL: 128.79 481562 03/03/2023 PRTD 100699 CULLIGAN SOFTWATER SERVICE COMPAN 114X89886606 01/31/2023 20230303 14.35 CHECK 481562 TOTAL: 14.35 481563 03/03/2023 PRTD 103799 CURBSIDE LANDSCAPE & IRRIGATION 267818 01/28/2023 20230303 701.76 CHECK 481563 TOTAL: 701.76 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/02/2023 13:33User: 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 481564 03/03/2023 PRTD 100701 CUSHMAN MOTOR CO INC 207325 02/01/2023 20230303 154.89 CHECK 481564 TOTAL: 154.89 481565 03/03/2023 PRTD 104020 DALCO ENTERPRISES INC 4040720 02/01/2023 20230303 187.50 DALCO ENTERPRISES INC 4041954 02/03/2023 20230303 44.84 CHECK 481565 TOTAL: 232.34 481566 03/03/2023 PRTD 140237 DATAWORKS PLUS LLC 23-279 02/05/2023 20230303 367.92 CHECK 481566 TOTAL: 367.92 481567 03/03/2023 PRTD 148044 DAVIDSON, JEAN ERTEL 2238 02/03/2023 20230303 3,500.00 CHECK 481567 TOTAL: 3,500.00 481568 03/03/2023 PRTD 121103 DIRECTV GROUP INC 045419181X230219 02/19/2023 20230303 139.14 CHECK 481568 TOTAL: 139.14 481569 03/03/2023 PRTD 101479 DVORSAK MATERIAL HANDLING EQUIPME 29981 01/18/2023 20230303 210.00 CHECK 481569 TOTAL: 210.00 481570 03/03/2023 PRTD 100730 DORSEY & WHITNEY LLP 3852220 02/06/2023 20230303 1,713.00 DORSEY & WHITNEY LLP 3852222 02/06/2023 20230303 14,904.50 DORSEY & WHITNEY LLP 3852221 02/06/2023 20230303 5.00 CHECK 481570 TOTAL: 16,622.50 481571 03/03/2023 PRTD 103594 EDINALARM INC 86710 02/01/2023 20230303 228.00 EDINALARM INC 87698 02/01/2023 20230303 1,564.65 CHECK 481571 TOTAL: 1,792.65 481572 03/03/2023 PRTD 160062 ELM CREEK BREWING COMPANY E-4004 02/17/2023 20230303 137.50 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/02/2023 13:33User: 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 481572 TOTAL: 137.50 481573 03/03/2023 PRTD 148012 EVEREST EMERGENCY VEHICLES INC P06482 01/25/2023 20230303 131.15 CHECK 481573 TOTAL: 131.15 481574 03/03/2023 PRTD 134730 EXPLORE EDINA Jan 2023 Lodging Tax02/28/2023 20230303 37,812.58 CHECK 481574 TOTAL: 37,812.58 481575 03/03/2023 PRTD 100146 ELLIOTT AUTO SUPPLY CO, INC 1-8352544 02/02/2023 20230303 32.46 ELLIOTT AUTO SUPPLY CO, INC 69-477669 02/02/2023 20230303 21.80 ELLIOTT AUTO SUPPLY CO, INC 69-477782 02/03/2023 20230303 132.40 ELLIOTT AUTO SUPPLY CO, INC 69-477646 02/02/2023 20230303 163.46 ELLIOTT AUTO SUPPLY CO, INC 69-477648 02/02/2023 20230303 27.30 ELLIOTT AUTO SUPPLY CO, INC 69-477633 02/02/2023 20230303 14.08 ELLIOTT AUTO SUPPLY CO, INC 1-8352223 02/02/2023 20230303 84.48 CHECK 481575 TOTAL: 475.98 481576 03/03/2023 PRTD 147181 FALLING BREWERY - BERGMAN LEDGE L E-9207 02/16/2023 20230303 201.00 FALLING BREWERY - BERGMAN LEDGE L E-9208 02/16/2023 20230303 295.00 CHECK 481576 TOTAL: 496.00 481577 03/03/2023 PRTD 106035 FASTENAL COMPANY MNTC1276966 01/31/2023 20230303 29.11 CHECK 481577 TOTAL: 29.11 481578 03/03/2023 PRTD 141837 DAIOHS USA INC 652137 01/25/2023 20230303 896.55 DAIOHS USA INC 655556 02/02/2023 20230303 786.41 CHECK 481578 TOTAL: 1,682.96 481579 03/03/2023 PRTD 102727 FORCE AMERICA DISTRIBUTING LLC 001-1704485 02/03/2023 20230303 283.50 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/02/2023 13:33User: 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 481579 TOTAL: 283.50 481580 03/03/2023 PRTD 160412 MKM BRANDS INC 187 02/01/2023 20230303 1,170.00 CHECK 481580 TOTAL: 1,170.00 481581 03/03/2023 PRTD 102456 GALLS PARENT HOLDINGS LLC BC1810226 02/02/2023 20230303 166.70 CHECK 481581 TOTAL: 166.70 481582 03/03/2023 PRTD 100775 GENERAL SPORTS CORPORATION 1036 01/31/2023 20230303 24.00 CHECK 481582 TOTAL: 24.00 481583 03/03/2023 PRTD 160629 GOLIATH HYDRO-VAC INC 35846 01/23/2023 20230303 6,855.00 CHECK 481583 TOTAL: 6,855.00 481584 03/03/2023 PRTD 100780 GOPHER STATE ONE CALL 3010364 01/31/2023 20230303 280.80 CHECK 481584 TOTAL: 280.80 481585 03/03/2023 PRTD 101103 WW GRAINGER 9591961215 01/31/2023 20230303 156.15 WW GRAINGER 9597619411 02/06/2023 20230303 23.80 CHECK 481585 TOTAL: 179.95 481586 03/03/2023 PRTD 160003 GRAY, GLENN S ECH-0211-23 02/11/2023 20230303 225.00 CHECK 481586 TOTAL: 225.00 481587 03/03/2023 PRTD 100788 H & L MESABI COMPANY 11439 02/03/2023 20230303 2,160.00 CHECK 481587 TOTAL: 2,160.00 481588 03/03/2023 PRTD 151168 HAMMER SPORTS LLC 3158 02/05/2023 20230303 273.00 CHECK 481588 TOTAL: 273.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/02/2023 13:33User: 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 481589 03/03/2023 PRTD 160611 HANSEN THORP PELLINEN OLSON INC 51508 02/03/2023 20230303 1,875.00 CHECK 481589 TOTAL: 1,875.00 481590 03/03/2023 PRTD 160623 HAUGEN, JOHN 23CAPF-Haugen 02/06/2023 20230303 899.99 CHECK 481590 TOTAL: 899.99 481591 03/03/2023 PRTD 100797 HAWKINS INC 6396515 02/06/2023 20230303 15,535.08 CHECK 481591 TOTAL: 15,535.08 481592 03/03/2023 PRTD 143563 HEADFLYER BREWING E-4350 02/16/2023 20230303 124.00 HEADFLYER BREWING E-4352 02/15/2023 20230303 362.00 HEADFLYER BREWING E-4351 02/15/2023 20230303 317.00 CHECK 481592 TOTAL: 803.00 481593 03/03/2023 PRTD 103085 HENNEPIN COUNTY ACCOUNTING SERVIC 1000198536 02/02/2023 20230303 3,427.73 HENNEPIN COUNTY ACCOUNTING SERVIC 1000198795 02/01/2023 20230303 87.00 HENNEPIN COUNTY ACCOUNTING SERVIC 1000198580 02/02/2023 20230303 1,970.27 CHECK 481593 TOTAL: 5,485.00 481594 03/03/2023 PRTD 102070 HENNEPIN COUNTY CHIEFS OF POLICE 2023 ANNUAL DUES 02/02/2023 20230303 1,260.00 CHECK 481594 TOTAL: 1,260.00 481595 03/03/2023 PRTD 118765 HENRY SCHEIN INC 00469429 02/22/2022 20230303 -21.00 HENRY SCHEIN INC 34307342 02/08/2023 20230303 209.00 CHECK 481595 TOTAL: 188.00 481596 03/03/2023 PRTD 104375 HOHENSTEINS INC 582720 02/14/2023 20230303 81.00 HOHENSTEINS INC 582719 02/14/2023 20230303 1,307.70 HOHENSTEINS INC 582692 02/14/2023 20230303 1,121.40 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/02/2023 13:33User: 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 HOHENSTEINS INC 582691 02/14/2023 20230303 120.00 HOHENSTEINS INC 582716 02/14/2023 20230303 1,564.80 HOHENSTEINS INC 582718 02/14/2023 20230303 120.00 CHECK 481596 TOTAL: 4,314.90 481597 03/03/2023 PRTD 146427 LUCID BREWING LLC 15521 02/16/2023 20230303 153.00 CHECK 481597 TOTAL: 153.00 481598 03/03/2023 PRTD 100814 INDELCO PLASTICS CORPORATION INV375508 01/31/2023 20230303 272.82 INDELCO PLASTICS CORPORATION INV375639 01/31/2023 20230303 73.68 CHECK 481598 TOTAL: 346.50 481599 03/03/2023 PRTD 146407 INGCO INTERNATIONAL 603277 01/31/2023 20230303 400.00 CHECK 481599 TOTAL: 400.00 481600 03/03/2023 PRTD 160035 INTEGRATED PROCESS SOLUTIONS INC #14 PWK 20-003 01/23/2023 20230303 45,600.02 CHECK 481600 TOTAL: 45,600.02 481601 03/03/2023 PRTD 160035 INTEGRATED PROCESS SOLUTIONS INC #12 PWK 20-003 11/02/2022 20230303 62,909.00 CHECK 481601 TOTAL: 62,909.00 481602 03/03/2023 PRTD 160035 INTEGRATED PROCESS SOLUTIONS INC #13 PWK 20-003 12/05/2022 20230303 53,736.75 CHECK 481602 TOTAL: 53,736.75 481603 03/03/2023 PRTD 100828 JERRY'S ENTERPRISES INC PARKS-01/2023 01/25/2023 20230303 83.03 CHECK 481603 TOTAL: 83.03 481604 03/03/2023 PRTD 102146 JESSEN PRESS INC 690265 01/31/2023 20230303 3,322.61 CHECK 481604 TOTAL: 3,322.61 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/02/2023 13:33User: 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 481605 03/03/2023 PRTD 132592 JF AHERN CO 556457 02/02/2023 20230303 265.00 CHECK 481605 TOTAL: 265.00 481606 03/03/2023 PRTD 100835 ARTISAN BEER COMPANY 3587631 02/16/2023 20230303 1,303.95 ARTISAN BEER COMPANY 355174 02/07/2023 20230303 -23.42 ARTISAN BEER COMPANY 3587629 02/16/2023 20230303 304.55 CHECK 481606 TOTAL: 1,585.08 481607 03/03/2023 PRTD 100835 PHILLIPS WINE & SPIRITS 6542606 02/13/2023 20230303 752.19 PHILLIPS WINE & SPIRITS 6546257 02/16/2023 20230303 1,965.80 PHILLIPS WINE & SPIRITS 6546259 02/16/2023 20230303 534.25 PHILLIPS WINE & SPIRITS 6546261 02/16/2023 20230303 411.30 PHILLIPS WINE & SPIRITS 6546260 02/16/2023 20230303 4.05 PHILLIPS WINE & SPIRITS 6546258 02/16/2023 20230303 492.76 PHILLIPS WINE & SPIRITS 6546250 02/16/2023 20230303 342.75 PHILLIPS WINE & SPIRITS 6546248 02/16/2023 20230303 665.60 PHILLIPS WINE & SPIRITS 6546249 02/16/2023 20230303 345.70 PHILLIPS WINE & SPIRITS 6546251 02/16/2023 20230303 1,920.90 PHILLIPS WINE & SPIRITS 6546254 02/16/2023 20230303 133.65 CHECK 481607 TOTAL: 7,568.95 481608 03/03/2023 PRTD 100835 WINE MERCHANTS 7416290 02/16/2023 20230303 3,422.40 WINE MERCHANTS 748192 01/26/2023 20230303 -8.32 WINE MERCHANTS 748191 01/26/2023 20230303 -106.64 WINE MERCHANTS 7416288 02/16/2023 20230303 2,111.62 CHECK 481608 TOTAL: 5,419.06 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/02/2023 13:33User: 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 481609 03/03/2023 PRTD 100835 JOHNSON BROTHERS LIQUOR CO 2236344 02/09/2023 20230303 6,990.32 JOHNSON BROTHERS LIQUOR CO 2236354 02/09/2023 20230303 6,179.99 JOHNSON BROTHERS LIQUOR CO 2236361 02/10/2023 20230303 918.51 JOHNSON BROTHERS LIQUOR CO 2240839 02/16/2023 20230303 476.09 JOHNSON BROTHERS LIQUOR CO 2240834 02/16/2023 20230303 2,676.74 JOHNSON BROTHERS LIQUOR CO 2240837 02/16/2023 20230303 3,825.85 JOHNSON BROTHERS LIQUOR CO 2240838 02/16/2023 20230303 1,369.65 JOHNSON BROTHERS LIQUOR CO 2240840 02/16/2023 20230303 1,858.77 JOHNSON BROTHERS LIQUOR CO 2240835 02/16/2023 20230303 1,508.16 JOHNSON BROTHERS LIQUOR CO 2240836 02/16/2023 20230303 1,032.36 JOHNSON BROTHERS LIQUOR CO 2240841 02/16/2023 20230303 365.05 JOHNSON BROTHERS LIQUOR CO 2240818 02/16/2023 20230303 2,097.63 JOHNSON BROTHERS LIQUOR CO 2240821 02/16/2023 20230303 347.05 JOHNSON BROTHERS LIQUOR CO 2240816 02/16/2023 20230303 857.19 JOHNSON BROTHERS LIQUOR CO 2240817 02/16/2023 20230303 526.75 JOHNSON BROTHERS LIQUOR CO 2240819 02/16/2023 20230303 161.35 JOHNSON BROTHERS LIQUOR CO 2240820 02/16/2023 20230303 1,070.85 JOHNSON BROTHERS LIQUOR CO 2240826 02/16/2023 20230303 4,984.78 JOHNSON BROTHERS LIQUOR CO 2240830 02/16/2023 20230303 824.32 JOHNSON BROTHERS LIQUOR CO 2240829 02/16/2023 20230303 486.75 JOHNSON BROTHERS LIQUOR CO 2240828 02/16/2023 20230303 4,205.90 JOHNSON BROTHERS LIQUOR CO 2240831 02/16/2023 20230303 367.39 JOHNSON BROTHERS LIQUOR CO 2240825 02/16/2023 20230303 1,258.56 JOHNSON BROTHERS LIQUOR CO 2240827 02/16/2023 20230303 813.80 JOHNSON BROTHERS LIQUOR CO 2240823 02/16/2023 20230303 449.70 JOHNSON BROTHERS LIQUOR CO 2240822 02/16/2023 20230303 76.70 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/02/2023 13:33User: 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 481609 TOTAL: 45,730.21 481610 03/03/2023 PRTD 160105 KILLMER ELECTRIC CO., INC. W19914 01/31/2023 20230303 220.00 CHECK 481610 TOTAL: 220.00 481611 03/03/2023 PRTD 160323 KODRU EQUIPMENT INC 23672 02/01/2023 20230303 806.28 CHECK 481611 TOTAL: 806.28 481612 03/03/2023 PRTD 130042 KULLY SUPPLY INC 602432 02/01/2023 20230303 403.61 CHECK 481612 TOTAL: 403.61 481613 03/03/2023 PRTD 116776 JASPERSEN ENTERPRISES INC 000128 02/01/2023 20230303 109.00 JASPERSEN ENTERPRISES INC 000129 02/01/2023 20230303 115.00 CHECK 481613 TOTAL: 224.00 481614 03/03/2023 PRTD 116876 LANGUAGE LINE SERVICES 10737706 01/31/2023 20230303 3.60 CHECK 481614 TOTAL: 3.60 481615 03/03/2023 PRTD 100852 LAWSON PRODUCTS INC 9310320207 02/03/2023 20230303 1,771.14 LAWSON PRODUCTS INC 9310322672 02/04/2023 20230303 946.08 CHECK 481615 TOTAL: 2,717.22 481616 03/03/2023 PRTD 134957 LEACH LAW OFFICE LLC 01-2023 01/31/2023 20230303 22,492.70 CHECK 481616 TOTAL: 22,492.70 481617 03/03/2023 PRTD 101552 LEAGUE OF MINNESOTA CITIES 376304 02/02/2023 20230303 125.00 CHECK 481617 TOTAL: 125.00 481618 03/03/2023 PRTD 135867 LIBATION PROJECT 55146 02/14/2023 20230303 770.08 LIBATION PROJECT 55147 02/14/2023 20230303 146.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/02/2023 13:33User: 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 481618 TOTAL: 916.08 481619 03/03/2023 PRTD 144426 LIFE LINE BILLING SYSTEMS LLC 63703 01/31/2023 20230303 13,053.54 CHECK 481619 TOTAL: 13,053.54 481620 03/03/2023 PRTD 160043 LIFE SAFETY SYSTEMS INC. 49798 01/31/2023 20230303 1,500.00 LIFE SAFETY SYSTEMS INC. 49800 01/31/2023 20230303 1,700.00 CHECK 481620 TOTAL: 3,200.00 481621 03/03/2023 PRTD 100858 LOGIS 53166 12/31/2022 20230303 36,400.00 LOGIS 53201 12/31/2022 20230303 1,170.00 LOGIS 53283-1 12/31/2022 20230303 150.00 CHECK 481621 TOTAL: 37,720.00 481622 03/03/2023 PRTD 160548 LUCE LINE BREWING CO LLC E-1227 02/16/2023 20230303 398.00 CHECK 481622 TOTAL: 398.00 481623 03/03/2023 PRTD 141916 LUPULIN BREWING COMPANY 51243 02/16/2023 20230303 147.70 LUPULIN BREWING COMPANY 51245 02/15/2023 20230303 373.40 LUPULIN BREWING COMPANY 51244 02/15/2023 20230303 225.70 CHECK 481623 TOTAL: 746.80 481624 03/03/2023 PRTD 123848 LVC COMPANIES INC 106907 01/31/2023 20230303 920.78 LVC COMPANIES INC 106909 01/31/2023 20230303 490.00 CHECK 481624 TOTAL: 1,410.78 481625 03/03/2023 PRTD 134063 MANSFIELD OIL COMPANY 23988787 02/06/2023 20230303 18,918.78 MANSFIELD OIL COMPANY 23989592 02/07/2023 20230303 4,414.17 MANSFIELD OIL COMPANY 23989593 02/07/2023 20230303 10,298.76 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/02/2023 13:33User: 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 481625 TOTAL: 33,631.71 481626 03/03/2023 PRTD 160297 MARIE RIDGEWAY LICSW LLC 2077 01/31/2023 20230303 2,080.00 CHECK 481626 TOTAL: 2,080.00 481627 03/03/2023 PRTD 122554 MATHESON TRI-GAS INC 0027137302 01/31/2023 20230303 212.76 MATHESON TRI-GAS INC 0027172553 02/02/2023 20230303 156.16 CHECK 481627 TOTAL: 368.92 481628 03/03/2023 PRTD 141215 MAVERICK WINE LLC INV930280 02/15/2023 20230303 522.12 MAVERICK WINE LLC INV930274 02/15/2023 20230303 371.04 MAVERICK WINE LLC INV930279 02/15/2023 20230303 595.02 CHECK 481628 TOTAL: 1,488.18 481629 03/03/2023 PRTD 105603 MEDICINE LAKE TOURS 02-15-2023 01/31/2023 20230303 1,482.00 CHECK 481629 TOTAL: 1,482.00 481630 03/03/2023 PRTD 146040 STRAYER, JUSTIN 21576 02/15/2023 20230303 80.00 STRAYER, JUSTIN 21574 02/15/2023 20230303 150.00 STRAYER, JUSTIN 21575 02/15/2023 20230303 777.25 CHECK 481630 TOTAL: 1,007.25 481631 03/03/2023 PRTD 101483 MENARDS 75321 01/18/2023 20230303 754.14 MENARDS 75594 01/23/2023 20230303 411.95 MENARDS 76025 01/31/2023 20230303 29.99 MENARDS 76081 02/01/2023 20230303 844.77 MENARDS 76082 02/01/2023 20230303 -696.00 MENARDS 76166 02/03/2023 20230303 7.16 MENARDS 76168 02/03/2023 20230303 51.96 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/02/2023 13:33User: 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 481631 TOTAL: 1,403.97 481632 03/03/2023 PRTD 102729 METROPOLITAN FORD LLC 530818 02/02/2023 20230303 129.60 CHECK 481632 TOTAL: 129.60 481633 03/03/2023 PRTD 101161 MIDWEST CHEMICAL SUPPLY INC 44492 01/30/2023 20230303 315.52 CHECK 481633 TOTAL: 315.52 481634 03/03/2023 PRTD 160621 MINNESOTA AMBULANCE ASSOCIATION 00209 01/26/2023 20230303 4,400.00 CHECK 481634 TOTAL: 4,400.00 481635 03/03/2023 PRTD 136248 MINNESOTA EQUIPMENT INC P89469 02/02/2023 20230303 7.43 CHECK 481635 TOTAL: 7.43 481636 03/03/2023 PRTD 128914 BJKK DEVELOPMENT 34195 02/03/2023 20230303 81.00 CHECK 481636 TOTAL: 81.00 481637 03/03/2023 PRTD 140955 MODIST BREWING LLC E-38766 02/15/2023 20230303 246.00 MODIST BREWING LLC E-38765 02/14/2023 20230303 246.00 MODIST BREWING LLC E-38767 02/14/2023 20230303 340.00 CHECK 481637 TOTAL: 832.00 481638 03/03/2023 PRTD 100912 MOTOROLA INC 8230398873 01/31/2023 20230303 9,007.46 CHECK 481638 TOTAL: 9,007.46 481639 03/03/2023 PRTD 143339 MR CUTTING EDGE 5259 01/31/2023 20230303 331.00 CHECK 481639 TOTAL: 331.00 481640 03/03/2023 PRTD 100906 MTI DISTRIBUTING INC 1374953-00 02/06/2023 20230303 186.69 MTI DISTRIBUTING INC 1374954-00 02/06/2023 20230303 25.51 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/02/2023 13:33User: 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 CHECK 481640 TOTAL: 212.20 481641 03/03/2023 PRTD 104416 BERNARD J MULCAHY COMPANY INC PS-INV157909 01/31/2023 20230303 1,013.23 CHECK 481641 TOTAL: 1,013.23 481642 03/03/2023 PRTD 100076 NEW FRANCE WINE CO 200546 02/15/2023 20230303 2,520.00 NEW FRANCE WINE CO 200547 02/15/2023 20230303 2,054.50 NEW FRANCE WINE CO 200549 02/15/2023 20230303 1,602.50 CHECK 481642 TOTAL: 6,177.00 481643 03/03/2023 PRTD 134060 NICHOLAS LEGEROS INC 01-31-2023 01/31/2023 20230303 400.00 CHECK 481643 TOTAL: 400.00 481644 03/03/2023 PRTD 151528 NO WAIT INSIDE LLC 2588 01/31/2023 20230303 52.70 CHECK 481644 TOTAL: 52.70 481645 03/03/2023 PRTD 142880 NORDIC SOLAR HOLDCO LLC INV-NSH003439 01/31/2023 20230303 1,920.56 CHECK 481645 TOTAL: 1,920.56 481646 03/03/2023 PRTD 104232 NORTHERN SAFETY TECHNOLOGY INC 55265 02/03/2023 20230303 207.90 CHECK 481646 TOTAL: 207.90 481647 03/03/2023 PRTD 160281 OHLAND COMMERCIAL SERVICES LLC 0212023 02/01/2023 20230303 800.00 CHECK 481647 TOTAL: 800.00 481648 03/03/2023 PRTD 999995 Magney Construction Inc ED200497-REFUND 02/27/2023 20230303 2,566.80 CHECK 481648 TOTAL: 2,566.80 481649 03/03/2023 PRTD 999994 Master Noodle 1406 03/01/2023 20230303 2,043.00 CHECK 481649 TOTAL: 2,043.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/02/2023 13:33User: 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 481650 03/03/2023 PRTD 999996 Thomas, Alyssa 49204660-REFUND 01/30/2023 20230303 10.00 CHECK 481650 TOTAL: 10.00 481651 03/03/2023 PRTD 999996 Cohen, Amy 49668562-REFUND 02/13/2023 20230303 130.00 CHECK 481651 TOTAL: 130.00 481652 03/03/2023 PRTD 999996 Doorenbos, Christie 20919-REFUND 02/20/2023 20230303 70.44 CHECK 481652 TOTAL: 70.44 481653 03/03/2023 PRTD 999996 Thomas, Alyssa 49204339-REFUND 02/06/2023 20230303 120.00 CHECK 481653 TOTAL: 120.00 481654 03/03/2023 PRTD 999996 Windler, Joseph 49668201-REFUND 02/13/2023 20230303 120.00 CHECK 481654 TOTAL: 120.00 481655 03/03/2023 PRTD 999997 Lewis Ridge Townhomes Assn 00114461-2/21/23 02/21/2023 20230303 1,868.61 CHECK 481655 TOTAL: 1,868.61 481656 03/03/2023 PRTD 999997 MAYER,SUSAN 00126592-11/08/2021 11/08/2021 20230303 200.00 CHECK 481656 TOTAL: 200.00 481657 03/03/2023 PRTD 100944 PAUSTIS WINE COMPANY 193369 02/15/2023 20230303 535.00 PAUSTIS WINE COMPANY 193370 02/15/2023 20230303 2,314.20 PAUSTIS WINE COMPANY 193378 02/14/2023 20230303 1,423.50 PAUSTIS WINE COMPANY 193379 02/14/2023 20230303 218.00 PAUSTIS WINE COMPANY 193374 02/14/2023 20230303 238.00 PAUSTIS WINE COMPANY 193376 02/14/2023 20230303 588.50 PAUSTIS WINE COMPANY 193375 02/14/2023 20230303 3,075.90 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/02/2023 13:33User: 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 481657 TOTAL: 8,393.10 481658 03/03/2023 PRTD 100945 PEPSI-COLA COMPANY 52653759 02/10/2023 20230303 509.05 PEPSI-COLA COMPANY 49754809 02/13/2023 20230303 639.16 CHECK 481658 TOTAL: 1,148.21 481659 03/03/2023 PRTD 149249 PEQUOD DISTRIBUTING W-178102 02/13/2023 20230303 215.50 PEQUOD DISTRIBUTING W-177898 02/09/2023 20230303 541.50 PEQUOD DISTRIBUTING W-177897 02/09/2023 20230303 1,261.90 PEQUOD DISTRIBUTING W-178104 02/10/2023 20230303 285.00 CHECK 481659 TOTAL: 2,303.90 481660 03/03/2023 PRTD 120831 1ST SCRIBE INC 259328 02/01/2023 20230303 425.00 CHECK 481660 TOTAL: 425.00 481661 03/03/2023 PRTD 160064 PETSMART LLC 3150 03/22/2021 12577359 20230303 248.97 CHECK 481661 TOTAL: 248.97 481662 03/03/2023 PRTD 129706 PREMIUM WATERS INC 319257390 02/08/2023 20230303 63.99 CHECK 481662 TOTAL: 63.99 481663 03/03/2023 PRTD 106341 MEDICAL PRIORITY CONSULTANTS, INC SIN328651 02/01/2023 20230303 98.00 CHECK 481663 TOTAL: 98.00 481664 03/03/2023 PRTD 105690 PRO-TEC DESIGN INC 108507 01/31/2023 20230303 215.50 PRO-TEC DESIGN INC 108628 01/31/2023 20230303 14,784.00 CHECK 481664 TOTAL: 14,999.50 481665 03/03/2023 PRTD 143618 PRYES BREWING COMPANY LLC W-50635 02/16/2023 20230303 397.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/02/2023 13:33User: 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 481665 TOTAL: 397.00 481666 03/03/2023 PRTD 125936 REINDERS INC 1932040-00 01/31/2023 20230303 635.54 CHECK 481666 TOTAL: 635.54 481667 03/03/2023 PRTD 114799 RES GREAT LAKES LLC IN34225 02/02/2023 20230303 531.25 RES GREAT LAKES LLC IN34234 02/02/2023 20230303 85.00 RES GREAT LAKES LLC IN34250 02/03/2023 20230303 186.25 RES GREAT LAKES LLC IN34235 02/02/2023 20230303 212.50 RES GREAT LAKES LLC IN34242 02/02/2023 20230303 332.50 CHECK 481667 TOTAL: 1,347.50 481668 03/03/2023 PRTD 100977 RICHFIELD PLUMBING COMPANY 86495 01/18/2023 20230303 1,794.25 CHECK 481668 TOTAL: 1,794.25 481669 03/03/2023 PRTD 102408 RIGID HITCH INCORPORATED 1928748788 01/31/2023 20230303 38.97 CHECK 481669 TOTAL: 38.97 481670 03/03/2023 PRTD 160627 RUDY LUTHER TOYOTA 870348 02/22/2023 20230303 144.30 RUDY LUTHER TOYOTA 869779 02/13/2023 20230303 141.90 CHECK 481670 TOTAL: 286.20 481671 03/03/2023 PRTD 100988 SAFETY KLEEN SYSTEMS INC 90913019 02/03/2023 20230303 199.76 CHECK 481671 TOTAL: 199.76 481672 03/03/2023 PRTD 150753 SAFEWARE INC 30052997 01/31/2023 20230303 2,042.95 SAFEWARE INC 30053006 01/31/2023 20230303 291.85 CHECK 481672 TOTAL: 2,334.80 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/02/2023 13:33User: 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 481673 03/03/2023 PRTD 144553 SALTCO LLC 102682 01/31/2023 20230303 710.31 CHECK 481673 TOTAL: 710.31 481674 03/03/2023 PRTD 160574 JEAN, SANDRA 02-2023 02/01/2023 20230303 800.00 CHECK 481674 TOTAL: 800.00 481675 03/03/2023 PRTD 104151 SCHINDLER ELEVATOR CORP 8106156654 02/01/2023 20230303 1,090.14 SCHINDLER ELEVATOR CORP 8106167007 02/01/2023 20230303 830.49 SCHINDLER ELEVATOR CORP 8106167501 02/01/2023 20230303 1,019.25 CHECK 481675 TOTAL: 2,939.88 481676 03/03/2023 PRTD 129604 GJKG INC 10347948 02/01/2023 20230303 450.00 CHECK 481676 TOTAL: 450.00 481677 03/03/2023 PRTD 144403 SENTEXT SOLUTIONS 308862 02/03/2023 20230303 235.80 CHECK 481677 TOTAL: 235.80 481678 03/03/2023 PRTD 132210 RUSCIANO GROUP INC 69211 01/31/2023 20230303 765.00 CHECK 481678 TOTAL: 765.00 481679 03/03/2023 PRTD 103409 KELBRO COMPANY 2859835 02/13/2023 20230303 130.46 CHECK 481679 TOTAL: 130.46 481680 03/03/2023 PRTD 100995 SHORT-ELLIOT-HENDRICKSON INCORPOR 441095 02/06/2023 20230303 421.19 SHORT-ELLIOT-HENDRICKSON INCORPOR 441099 02/06/2023 20230303 28,600.90 CHECK 481680 TOTAL: 29,022.09 481681 03/03/2023 PRTD 160278 ROHN INDUSTRIES, INC 593478 02/03/2023 20230303 17.73 ROHN INDUSTRIES, INC 593479 02/03/2023 20230303 17.73 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/02/2023 13:33User: 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 481681 TOTAL: 35.46 481682 03/03/2023 PRTD 120784 WALSH GRAPHICS INC 17964 02/03/2023 20230303 70.27 WALSH GRAPHICS INC 17966 02/01/2023 20230303 235.60 CHECK 481682 TOTAL: 305.87 481683 03/03/2023 PRTD 132195 SMALL LOT MN MN62085 02/14/2023 20230303 109.04 SMALL LOT MN MN62105 02/15/2023 20230303 153.50 SMALL LOT MN MN62153 02/15/2023 20230303 120.38 CHECK 481683 TOTAL: 382.92 481684 03/03/2023 PRTD 101000 RJM PRINTING INC 123416012 02/01/2023 20230303 117.48 CHECK 481684 TOTAL: 117.48 481685 03/03/2023 PRTD 127878 SOUTHERN GLAZERS WINE & SPIRITS L 2314115 02/15/2023 20230303 836.00 SOUTHERN GLAZERS WINE & SPIRITS L 2314110 02/15/2023 20230303 989.52 SOUTHERN GLAZERS WINE & SPIRITS L 2314114 02/15/2023 20230303 1,900.00 SOUTHERN GLAZERS WINE & SPIRITS L 2314113 02/15/2023 20230303 384.23 SOUTHERN GLAZERS WINE & SPIRITS L 2314112 02/15/2023 20230303 979.55 SOUTHERN GLAZERS WINE & SPIRITS L 2314108 02/15/2023 20230303 193.60 SOUTHERN GLAZERS WINE & SPIRITS L 2314109 02/15/2023 20230303 461.51 SOUTHERN GLAZERS WINE & SPIRITS L 2314111 02/15/2023 20230303 1,709.61 SOUTHERN GLAZERS WINE & SPIRITS L 2314101 02/15/2023 20230303 1,339.05 SOUTHERN GLAZERS WINE & SPIRITS L 2314097 02/15/2023 20230303 429.10 SOUTHERN GLAZERS WINE & SPIRITS L 2314099 02/15/2023 20230303 130.90 SOUTHERN GLAZERS WINE & SPIRITS L 2314096 02/15/2023 20230303 1,245.86 SOUTHERN GLAZERS WINE & SPIRITS L 2314094 02/15/2023 20230303 .27 SOUTHERN GLAZERS WINE & SPIRITS L 2314095 02/15/2023 20230303 320.80 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/02/2023 13:33User: 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 2314098 02/15/2023 20230303 5,345.60 SOUTHERN GLAZERS WINE & SPIRITS L 2314100 02/15/2023 20230303 233.60 SOUTHERN GLAZERS WINE & SPIRITS L 2314104 02/15/2023 20230303 3,291.51 SOUTHERN GLAZERS WINE & SPIRITS L 2314105 02/15/2023 20230303 402.05 SOUTHERN GLAZERS WINE & SPIRITS L 2314103 02/15/2023 20230303 252.71 SOUTHERN GLAZERS WINE & SPIRITS L 2314102 02/15/2023 20230303 871.55 SOUTHERN GLAZERS WINE & SPIRITS L 2314106 02/15/2023 20230303 782.40 CHECK 481685 TOTAL: 22,099.42 481686 03/03/2023 PRTD 133068 STEEL TOE BREWING LLC 49041 02/15/2023 20230303 312.00 STEEL TOE BREWING LLC 49039 02/14/2023 20230303 186.00 STEEL TOE BREWING LLC 49040 02/14/2023 20230303 312.00 CHECK 481686 TOTAL: 810.00 481687 03/03/2023 PRTD 101015 STREICHERS INC I1614189 01/31/2023 20230303 2,280.00 STREICHERS INC I1614413 01/31/2023 20230303 229.99 CHECK 481687 TOTAL: 2,509.99 481688 03/03/2023 PRTD 101017 SUBURBAN CHEVROLET 114262P 02/01/2023 20230303 145.31 SUBURBAN CHEVROLET 115183P 02/06/2023 20230303 5.95 CHECK 481688 TOTAL: 151.26 481689 03/03/2023 PRTD 101019 SUBURBAN RATE AUTHORITY 2023 MEMBERSHIP-1 01/30/2023 20230303 2,634.50 CHECK 481689 TOTAL: 2,634.50 481690 03/03/2023 PRTD 122511 SWANK MOTION PICTURES INC RG 3329317 02/01/2023 20230303 225.00 CHECK 481690 TOTAL: 225.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/02/2023 13:33User: 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 481691 03/03/2023 PRTD 119864 SYSCO MINNESOTA INC 447473535 02/02/2023 20230303 1,073.53 CHECK 481691 TOTAL: 1,073.53 481692 03/03/2023 PRTD 106673 TAPCO I745494 01/20/2023 20230303 386.80 CHECK 481692 TOTAL: 386.80 481693 03/03/2023 PRTD 160414 TEGRA GROUP INC 424.123 01/05/2023 20230303 6,450.00 CHECK 481693 TOTAL: 6,450.00 481694 03/03/2023 PRTD 160489 TELUS COMMUNICATIONS (U.S.) INC 27257 02/01/2023 20230303 48.00 CHECK 481694 TOTAL: 48.00 481695 03/03/2023 PRTD 102798 THOMSON REUTERS - WEST 847780944 02/01/2023 20230303 787.94 CHECK 481695 TOTAL: 787.94 481696 03/03/2023 PRTD 103277 TITAN MACHINERY INC 18043340 02/01/2023 20230303 119.80 CHECK 481696 TOTAL: 119.80 481697 03/03/2023 PRTD 101038 TOLL COMPANY 40168603 01/31/2023 20230303 36.09 CHECK 481697 TOTAL: 36.09 481698 03/03/2023 PRTD 151773 TOP GOLF USA INC 91108496 02/01/2023 20230303 9,162.12 CHECK 481698 TOTAL: 9,162.12 481699 03/03/2023 PRTD 124753 TOSHIBA FINANCIAL SERVICES 5023788827 02/04/2023 20230303 178.15 CHECK 481699 TOTAL: 178.15 481700 03/03/2023 PRTD 123649 MONROE TOWMASTER LLC 456697 01/31/2023 20230303 3,176.85 CHECK 481700 TOTAL: 3,176.85 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/02/2023 13:33User: 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 481701 03/03/2023 PRTD 138732 TRADITION WINE & SPIRITS LLC 35077 02/15/2023 20230303 994.00 CHECK 481701 TOTAL: 994.00 481702 03/03/2023 PRTD 138581 TRUST IN US LLC 96955 02/06/2023 20230303 682.50 CHECK 481702 TOTAL: 682.50 481703 03/03/2023 PRTD 101360 TWIN CITY HARDWARE COMPANY INC PSI2170932 02/01/2023 20230303 4,800.00 TWIN CITY HARDWARE COMPANY INC PSI2170931 02/01/2023 20230303 9,320.00 CHECK 481703 TOTAL: 14,120.00 481704 03/03/2023 PRTD 146436 TYLER TECHNOLOGIES INC 025-410960 01/31/2023 20230303 42,787.50 TYLER TECHNOLOGIES INC 025-411180 01/31/2023 20230303 4,068.75 CHECK 481704 TOTAL: 46,856.25 481705 03/03/2023 PRTD 103973 ULINE INC 159456264 02/01/2023 20230303 283.60 CHECK 481705 TOTAL: 283.60 481706 03/03/2023 PRTD 145567 UNMAPPED BREWING COMPANY LLC E-2364 02/15/2023 20230303 106.00 UNMAPPED BREWING COMPANY LLC E-2363 02/15/2023 20230303 112.00 CHECK 481706 TOTAL: 218.00 481707 03/03/2023 PRTD 101058 VAN PAPER COMPANY 026218 02/03/2023 20230303 56.46 VAN PAPER COMPANY 026219 02/03/2023 20230303 51.71 CHECK 481707 TOTAL: 108.17 481708 03/03/2023 PRTD 160036 VAULT HEALTH FL00558114 02/02/2023 20230303 616.70 CHECK 481708 TOTAL: 616.70 481709 03/03/2023 PRTD 101066 VIKING ELECTRIC SUPPLY S006159412.001 02/03/2023 20230303 738.82 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/02/2023 13:33User: 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 481709 TOTAL: 738.82 481710 03/03/2023 PRTD 119454 VINOCOPIA INC 0323955-IN 02/16/2023 20230303 154.50 VINOCOPIA INC 0323954-IN 02/16/2023 20230303 114.50 CHECK 481710 TOTAL: 269.00 481711 03/03/2023 PRTD 120627 VISTAR 67234087 02/03/2023 20230303 1,959.24 CHECK 481711 TOTAL: 1,959.24 481712 03/03/2023 PRTD 130574 WATSON COMPANY 131807 02/06/2023 20230303 277.96 CHECK 481712 TOTAL: 277.96 481713 03/03/2023 PRTD 100267 HOPKINS WESTWIND CONCERT BAND 23EP0319 02/25/2023 20230303 150.00 CHECK 481713 TOTAL: 150.00 481714 03/03/2023 PRTD 101033 WINE COMPANY 227967 02/15/2023 20230303 3,166.10 WINE COMPANY 227968 02/15/2023 20230303 470.00 WINE COMPANY 227972 02/15/2023 20230303 2,058.10 WINE COMPANY 227971 02/15/2023 20230303 170.00 WINE COMPANY 227969 02/15/2023 20230303 98.00 WINE COMPANY 227970 02/15/2023 20230303 1,976.00 CHECK 481714 TOTAL: 7,938.20 481715 03/03/2023 PRTD 144412 WINEBOW MN00126473 02/14/2023 20230303 884.10 WINEBOW MN00126413 02/14/2023 20230303 107.98 CHECK 481715 TOTAL: 992.08 481716 03/03/2023 PRTD 118395 WITMER PUBLIC SAFETY GROUP INC INV185895 01/19/2023 20230303 1,315.77 WITMER PUBLIC SAFETY GROUP INC INV187134 01/20/2023 20230303 300.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/02/2023 13:33User: 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 481716 TOTAL: 1,615.77 481717 03/03/2023 PRTD 142162 WOODEN HILL BREWING COMPANY LLC 4058 02/16/2023 20230303 62.20 WOODEN HILL BREWING COMPANY LLC 4057 02/16/2023 20230303 230.10 CHECK 481717 TOTAL: 292.30 481718 03/03/2023 PRTD 160299 WOODEN SHIP BREWING COMPANY 000324 02/15/2023 20230303 67.20 WOODEN SHIP BREWING COMPANY 000325 02/15/2023 20230303 134.40 CHECK 481718 TOTAL: 201.60 481719 03/03/2023 PRTD 160604 WORKING FIRE FURNITURE & MATTRESS 4806 01/19/2023 20230303 3,607.48 CHECK 481719 TOTAL: 3,607.48 481720 03/03/2023 PRTD 105740 WSB & ASSOCIATES R-017897-000-20 01/31/2023 20230303 6,396.50 WSB & ASSOCIATES R-018471-000-14 01/31/2023 20230303 5,374.25 WSB & ASSOCIATES R-021369-000-4 01/31/2023 20230303 4,738.00 CHECK 481720 TOTAL: 16,508.75 481721 03/03/2023 PRTD 160077 YETI HOLDINGS, INC 998928050 02/01/2023 20230303 195.00 YETI HOLDINGS, INC 998948991 02/03/2023 20230303 698.75 CHECK 481721 TOTAL: 893.75 481722 03/03/2023 PRTD 160252 HANCE UTILITY SERVICE, INC. 33037 02/02/2023 20230303 1,145.75 CHECK 481722 TOTAL: 1,145.75 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/02/2023 13:33User: STanGeilProgram ID: apcshdsb Page 32 NUMBER OF CHECKS 209 *** CASH ACCOUNT TOTAL *** 950,823.20 COUNT AMOUNT TOTAL PRINTED CHECKS 209 950,823.20 *** GRAND TOTAL *** 950,823.20 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/09/2023 14:08User: STanGeilProgram ID: apcshdsb Page 34 JOURNAL ENTRIES TO BE CREATED FUND SUB FUND DUE TO DUE FR 1000 General 119,515.672100 Police Special Revenue 7,628.072100 Police Special Revenue 190.002500 Conservation & Sustainability 14,871.712600 Housing & Redvlpmt Authority 3,900.002600 Housing & Redvlpmt Authority 260.002600 Housing & Redvlpmt Authority 130.002600 Housing & Redvlpmt Authority 260.004000 Capital Projects 32,233.544600 MSA tracking 25,757.735100 Art Center 186.115200 Braemar Golf Course 7,551.555200 Braemar Golf Course 3,529.225300 Aquatic Center 29.675400 Edinborough Park 3,177.925500 Braemar Arena 12,175.755600 Braemar Field 2,320.005700 Centennial Lakes 901.005800 Liquor 96,389.505900 Utility Fund 43,051.715900 Utility Fund 383,446.755900 Utility Fund 47,538.105900 Utility Fund 67,985.006000 Risk Management 35,278.886100 Equipment Operations 29,052.776200 Information Technology 501.726300 Facilities Management 4,434.107100 PS Training Facility 739.747200 MN Task Force 1 84.849999 Pooled Cash Fund 943,121.05 TOTAL 943,121.05 943,121.05 ** END OF REPORT - Generated by Shirleng Tan Geil ** City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/09/2023 14:08User: 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 481723 03/10/2023 PRTD 133522 AARP DRIVER SAFETY PROGRAM C16668 02/09/2023 20230310 400.00 CHECK 481723 TOTAL: 400.00 481724 03/10/2023 PRTD 101304 ABM EQUIPMENT & SUPPLY 0173264-IN 02/09/2023 20230310 12,925.66 CHECK 481724 TOTAL: 12,925.66 481725 03/10/2023 PRTD 100614 ACE SUPPLY COMPANY INC 127830 02/07/2023 20230310 204.04 CHECK 481725 TOTAL: 204.04 481726 03/10/2023 PRTD 135922 ACUSHNET COMPANY 915028448 02/22/2023 20230310 149.90 ACUSHNET COMPANY 915036974 02/23/2023 20230310 51.77 CHECK 481726 TOTAL: 201.67 481727 03/10/2023 PRTD 133504 AID ELECTRIC CORPORATION 73299-1 02/10/2023 20230310 767.00 AID ELECTRIC CORPORATION 73299-2 02/10/2023 20230310 201.34 AID ELECTRIC CORPORATION 73300-1 02/10/2023 20230310 826.00 AID ELECTRIC CORPORATION 73300-2 02/10/2023 20230310 140.04 AID ELECTRIC CORPORATION 73301-1 02/10/2023 20230310 708.00 AID ELECTRIC CORPORATION 73301-2 02/10/2023 20230310 27.00 AID ELECTRIC CORPORATION 73302-1 02/10/2023 20230310 826.00 AID ELECTRIC CORPORATION 73302-2 02/10/2023 20230310 31.50 CHECK 481727 TOTAL: 3,526.88 481728 03/10/2023 PRTD 120796 ALERUS RETIREMENT AND BENEFITS C136987 02/06/2023 20230310 170.00 CHECK 481728 TOTAL: 170.00 481729 03/10/2023 PRTD 141960 AMAZON CAPITAL SERVICES 1GHD-HN7K-L4TG 01/08/2023 20230310 117.71 AMAZON CAPITAL SERVICES 1L9V-KCVK-3JDM 02/07/2023 20230310 87.97 AMAZON CAPITAL SERVICES 1Q6T-G3RV-14GC 02/07/2023 20230310 8.81 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/09/2023 14:08User: 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 19QP-Y1YL-14FJ 02/07/2023 20230310 26.75 AMAZON CAPITAL SERVICES 1VMP-H6GV-4FXG 02/08/2023 20230310 122.68 AMAZON CAPITAL SERVICES 1NK9-H667-1CFV 02/08/2023 20230310 60.00 AMAZON CAPITAL SERVICES 1VX1-P3C9-17TG 02/08/2023 20230310 3,893.79 AMAZON CAPITAL SERVICES 1316-DWJM-1K49 02/08/2023 20230310 77.61 AMAZON CAPITAL SERVICES 1WLR-J7L4-1L3F 02/08/2023 20230310 8.99 AMAZON CAPITAL SERVICES 1MH1-9CKC-1GVL 02/08/2023 20230310 56.03 AMAZON CAPITAL SERVICES 1JW1-9WJG-4HC4 02/08/2023 20230310 35.36 AMAZON CAPITAL SERVICES 19TG-WMCK-4WJJ 02/08/2023 20230310 14.76 AMAZON CAPITAL SERVICES 1HDT-PR3F-6MNL 02/09/2023 20230310 28.49 AMAZON CAPITAL SERVICES 16JW-RV3X-7GMT 02/09/2023 20230310 323.50 AMAZON CAPITAL SERVICES 1W6W-W4CV-9YLD 02/09/2023 20230310 1,420.86 AMAZON CAPITAL SERVICES 1D1R-VMTY-CGRP 02/09/2023 20230310 45.00 AMAZON CAPITAL SERVICES 1GRN-QPKR-D6RD 02/09/2023 20230310 64.67 AMAZON CAPITAL SERVICES 1TRK-YY9G-Q3MR 02/12/2023 20230310 19.32 AMAZON CAPITAL SERVICES 13Y1-J3CD-QK7Y 02/12/2023 20230310 15.98 AMAZON CAPITAL SERVICES 1QGG-WPDF-QF11 02/12/2023 20230310 38.61 AMAZON CAPITAL SERVICES 1XM9-P1TG-1DNQ 02/13/2023 20230310 63.70 AMAZON CAPITAL SERVICES 1MWT-Q9WC-17LV 02/13/2023 20230310 74.24 AMAZON CAPITAL SERVICES 1DJC-J61R-3L33 02/13/2023 20230310 84.84 AMAZON CAPITAL SERVICES 19KV-YGDX-11FH 01/17/2023 20230310 84.09 AMAZON CAPITAL SERVICES 1FWV-GNG3-DJH1-3 07/26/2021 20230310 -153.99 AMAZON CAPITAL SERVICES 1WPN-PNYV-G4DX 02/16/2023 20230310 -77.61 AMAZON CAPITAL SERVICES 1CXN-7PQ1-GL6C 02/16/2023 20230310 -8.99 AMAZON CAPITAL SERVICES 1MTM-1TKP-69TN 02/04/2023 20230310 -89.99 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/09/2023 14:08User: 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 481729 TOTAL: 6,443.18 481730 03/10/2023 PRTD 151441 ARAMARK UNIFORM AND CAREER APPEAL 2500186091 02/08/2023 20230310 244.21 ARAMARK UNIFORM AND CAREER APPEAL 2500184847 02/07/2023 20230310 224.58 ARAMARK UNIFORM AND CAREER APPEAL 2500184864 02/07/2023 20230310 119.42 CHECK 481730 TOTAL: 588.21 481731 03/10/2023 PRTD 100636 ASTLEFORD EQUIPMENT COMPANY INC 01P91736 02/10/2023 20230310 68.98 ASTLEFORD EQUIPMENT COMPANY INC 01P91736.02 02/10/2023 20230310 68.98 CHECK 481731 TOTAL: 137.96 481732 03/10/2023 PRTD 101718 IEH AUTO PARTS LLC 380137940 02/07/2023 20230310 208.08 IEH AUTO PARTS LLC 380138363 02/08/2023 20230310 11.88 IEH AUTO PARTS LLC 380138535 02/10/2023 20230310 118.80 IEH AUTO PARTS LLC 380138656 02/10/2023 20230310 9.64 IEH AUTO PARTS LLC 380138728 02/13/2023 20230310 15.84 CHECK 481732 TOTAL: 364.24 481733 03/10/2023 PRTD 101355 BELLBOY CORPORATION 0098497900 02/23/2023 20230310 523.00 BELLBOY CORPORATION 0098497800 02/23/2023 20230310 544.95 BELLBOY CORPORATION 0106444000 02/17/2023 20230310 -3.92 BELLBOY CORPORATION 0098515800 02/23/2023 20230310 97.65 BELLBOY CORPORATION 0098515500 02/23/2023 20230310 1,888.85 BELLBOY CORPORATION 0106306500 01/19/2023 20230310 53.39 CHECK 481733 TOTAL: 3,103.92 481734 03/10/2023 PRTD 126847 BERRY COFFEE COMPANY 940322 02/07/2023 20230310 1,041.12 CHECK 481734 TOTAL: 1,041.12 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/09/2023 14:08User: 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 481735 03/10/2023 PRTD 142153 BLACK STACK BREWING INC 21476 02/22/2023 20230310 340.00 BLACK STACK BREWING INC 21475 02/22/2023 20230310 466.00 BLACK STACK BREWING INC 21477 02/22/2023 20230310 557.00 CHECK 481735 TOTAL: 1,363.00 481736 03/10/2023 PRTD 105367 BOUND TREE MEDICAL LLC 84851418 02/07/2023 20230310 99.02 BOUND TREE MEDICAL LLC 84853069 02/08/2023 20230310 258.00 BOUND TREE MEDICAL LLC 84854763 02/09/2023 20230310 247.90 BOUND TREE MEDICAL LLC 84856423 02/10/2023 20230310 255.99 CHECK 481736 TOTAL: 860.91 481737 03/10/2023 PRTD 119351 BOURGET IMPORTS 194237 02/21/2023 20230310 810.00 BOURGET IMPORTS 194235 02/21/2023 20230310 816.00 BOURGET IMPORTS 194236 02/21/2023 20230310 794.01 CHECK 481737 TOTAL: 2,420.01 481738 03/10/2023 PRTD 117040 BOYER FORD TRUCKS INC 008P19352 02/08/2023 20230310 40.43 BOYER FORD TRUCKS INC 008P19492 02/10/2023 20230310 246.52 BOYER FORD TRUCKS INC 008P19491 02/10/2023 20230310 6.02 CHECK 481738 TOTAL: 292.97 481739 03/10/2023 PRTD 117040 ALLIANCE PARTS TRUCK AND TRAILER 007P49442 02/10/2023 20230310 323.22 CHECK 481739 TOTAL: 323.22 481740 03/10/2023 PRTD 120143 BRAKE & EQUIPMENT WAREHOUSE INC 01KO5309 02/07/2023 20230310 99.69 BRAKE & EQUIPMENT WAREHOUSE INC 01KO5669 02/07/2023 20230310 22.85 CHECK 481740 TOTAL: 122.54 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/09/2023 14:08User: 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 481741 03/10/2023 PRTD 124291 BREAKTHRU BEVERAGE MINNESOTA WINE 347851486 02/17/2023 20230310 361.15 BREAKTHRU BEVERAGE MINNESOTA WINE 347851487 02/17/2023 20230310 361.15 BREAKTHRU BEVERAGE MINNESOTA WINE 347851473 02/17/2023 20230310 361.15 BREAKTHRU BEVERAGE MINNESOTA WINE 347898895 02/22/2023 20230310 299.45 BREAKTHRU BEVERAGE MINNESOTA WINE 347898894 02/22/2023 20230310 715.45 BREAKTHRU BEVERAGE MINNESOTA WINE 410507082 01/10/2023 20230310 -32.00 BREAKTHRU BEVERAGE MINNESOTA WINE 347898892 02/22/2023 20230310 126.24 BREAKTHRU BEVERAGE MINNESOTA WINE 347898890 02/22/2023 20230310 1,077.75 BREAKTHRU BEVERAGE MINNESOTA WINE 347898879 02/22/2023 20230310 2,101.25 BREAKTHRU BEVERAGE MINNESOTA WINE 347898880 02/22/2023 20230310 356.27 BREAKTHRU BEVERAGE MINNESOTA WINE 347898876 02/22/2023 20230310 1,497.64 BREAKTHRU BEVERAGE MINNESOTA WINE 347898877 02/22/2023 20230310 1,030.80 BREAKTHRU BEVERAGE MINNESOTA WINE 410522378 01/07/2023 20230310 -14.80 BREAKTHRU BEVERAGE MINNESOTA WINE 347898875 02/22/2023 20230310 28.41 BREAKTHRU BEVERAGE MINNESOTA WINE 347898878 02/22/2023 20230310 89.15 CHECK 481741 TOTAL: 8,359.06 481742 03/10/2023 PRTD 124529 BREAKTHRU BEVERAGE MINNESOTA BEER 347880201 02/21/2023 20230310 7,641.50 BREAKTHRU BEVERAGE MINNESOTA BEER 347880199 02/21/2023 20230310 553.30 BREAKTHRU BEVERAGE MINNESOTA BEER 347880200 02/21/2023 20230310 1,041.60 BREAKTHRU BEVERAGE MINNESOTA BEER 347880202 02/21/2023 20230310 463.75 BREAKTHRU BEVERAGE MINNESOTA BEER 347880203 02/21/2023 20230310 67.70 BREAKTHRU BEVERAGE MINNESOTA BEER 347880191 02/21/2023 20230310 49.50 CHECK 481742 TOTAL: 9,817.35 481743 03/10/2023 PRTD 100648 BERTELSON BROTHERS INC OE-615437-1 02/10/2023 20230310 45.75 BERTELSON BROTHERS INC WO-1229392-1 02/13/2023 20230310 309.41 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/09/2023 14:08User: 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 CHECK 481743 TOTAL: 355.16 481744 03/10/2023 PRTD 102149 CALLAWAY GOLF 935858390 01/19/2023 20230310 181.00 CALLAWAY GOLF 935930811 02/07/2023 20230310 814.50 CALLAWAY GOLF 936020937 02/22/2023 20230310 -181.00 CHECK 481744 TOTAL: 814.50 481745 03/10/2023 PRTD 119455 CAPITOL BEVERAGE SALES LP 2800933 02/21/2023 20230310 1,455.00 CAPITOL BEVERAGE SALES LP 2800934 02/21/2023 20230310 265.50 CHECK 481745 TOTAL: 1,720.50 481746 03/10/2023 PRTD 102372 CDW GOVERNMENT INC GR76271 02/09/2023 20230310 3,734.28 CHECK 481746 TOTAL: 3,734.28 481747 03/10/2023 PRTD 101515 CEMSTONE PRODUCTS COMPANY 7076081 02/08/2023 20230310 1,126.18 CHECK 481747 TOTAL: 1,126.18 481748 03/10/2023 PRTD 105497 CENTRAL ROOFING COMPANY 32540 02/07/2023 20230310 1,205.00 CHECK 481748 TOTAL: 1,205.00 481749 03/10/2023 PRTD 117433 CENTURY FENCE COMPANY 238843801 02/13/2023 20230310 2,320.00 CHECK 481749 TOTAL: 2,320.00 481750 03/10/2023 PRTD 142028 CINTAS CORPORATION 4146290946 02/13/2023 20230310 6.00 CINTAS CORPORATION 4146290930 02/13/2023 20230310 16.40 CINTAS CORPORATION 4146291023 02/13/2023 20230310 13.68 CINTAS CORPORATION 4146995478 02/20/2023 20230310 81.65 CHECK 481750 TOTAL: 117.73 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/09/2023 14:08User: 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 481751 03/10/2023 PRTD 142028 CINTAS CORPORATION 4146292790 02/13/2023 20230310 65.25 CHECK 481751 TOTAL: 65.25 481752 03/10/2023 PRTD 101837 COMMUNICATIONS COM-2756 01/12/2023 20230310 100.00 CHECK 481752 TOTAL: 100.00 481753 03/10/2023 PRTD 130477 MCDONALD DISTRIBUTING COMPANY 675175 02/22/2023 20230310 203.05 MCDONALD DISTRIBUTING COMPANY 675174 02/22/2023 20230310 421.85 MCDONALD DISTRIBUTING COMPANY 675182 02/22/2023 20230310 501.90 MCDONALD DISTRIBUTING COMPANY 675183 02/22/2023 20230310 34.25 CHECK 481753 TOTAL: 1,161.05 481754 03/10/2023 PRTD 142022 COMPASS MINERALS AMERICA INC 1126763 01/30/2023 20230310 41,203.64 COMPASS MINERALS AMERICA INC 1127760 01/31/2023 20230310 9,818.53 CHECK 481754 TOTAL: 51,022.17 481755 03/10/2023 PRTD 144092 CONCENTRA 103718216 02/08/2023 20230310 1,107.00 CONCENTRA 103721638 02/08/2023 20230310 232.00 CHECK 481755 TOTAL: 1,339.00 481756 03/10/2023 PRTD 104928 SMITH CONSTRUCTION SERVICES INC 31722 02/13/2023 20230310 51.70 CHECK 481756 TOTAL: 51.70 481757 03/10/2023 PRTD 118805 DISCOUNT STEEL INC 5360343 02/09/2023 20230310 494.51 CHECK 481757 TOTAL: 494.51 481758 03/10/2023 PRTD 142772 CREATIVE ARCADE 1657 02/08/2023 20230310 6,562.50 CHECK 481758 TOTAL: 6,562.50 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/09/2023 14:08User: 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 481759 03/10/2023 PRTD 122132 CREATIVE PRODUCT SOURCING INC 150671 02/06/2023 20230310 660.10 CHECK 481759 TOTAL: 660.10 481760 03/10/2023 PRTD 119214 CUSTOM HOSE TECH 115114 02/13/2023 20230310 1,210.37 CHECK 481760 TOTAL: 1,210.37 481761 03/10/2023 PRTD 133169 DAIKIN APPLIED 3382701 02/06/2023 20230310 491.00 CHECK 481761 TOTAL: 491.00 481762 03/10/2023 PRTD 121103 DIRECTV GROUP INC 016523692X230213 02/13/2023 20230310 112.23 CHECK 481762 TOTAL: 112.23 481763 03/10/2023 PRTD 121103 DIRECTV GROUP INC 016523692X230113 01/13/2023 20230310 90.66 CHECK 481763 TOTAL: 90.66 481764 03/10/2023 PRTD 121103 DIRECTV GROUP INC 051616649X230220 02/20/2023 20230310 134.43 CHECK 481764 TOTAL: 134.43 481765 03/10/2023 PRTD 129718 DREW'S CONCESSIONS LLC 2904 02/07/2023 20230310 934.58 CHECK 481765 TOTAL: 934.58 481766 03/10/2023 PRTD 132810 ECM PUBLISHERS INC 932999 02/09/2023 20230310 83.30 ECM PUBLISHERS INC 933000 02/09/2023 20230310 71.40 ECM PUBLISHERS INC 933001 02/09/2023 20230310 77.35 ECM PUBLISHERS INC 933002 02/09/2023 20230310 283.50 ECM PUBLISHERS INC 933003 02/09/2023 20230310 148.75 CHECK 481766 TOTAL: 664.30 481767 03/10/2023 PRTD 144410 ECSI 349198 02/13/2023 20230310 97.50 ECSI 349200 02/13/2023 20230310 97.50 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/09/2023 14:08User: 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 ECSI 349202 02/13/2023 20230310 97.50 CHECK 481767 TOTAL: 292.50 481768 03/10/2023 PRTD 101630 EDINA COMMUNITY EDUCATION 147744 01/31/2023 20230310 343.50 EDINA COMMUNITY EDUCATION 147742 01/31/2023 20230310 441.00 EDINA COMMUNITY EDUCATION 147870 01/31/2023 20230310 320.64 CHECK 481768 TOTAL: 1,105.14 481769 03/10/2023 PRTD 100049 EHLERS AND ASSOCIATES 93202 02/09/2023 20230310 260.00 EHLERS AND ASSOCIATES 93201 02/09/2023 20230310 747.50 EHLERS AND ASSOCIATES 93198 02/09/2023 20230310 195.00 EHLERS AND ASSOCIATES 93197 02/09/2023 20230310 390.00 EHLERS AND ASSOCIATES 93196 02/09/2023 20230310 3,900.00 CHECK 481769 TOTAL: 5,492.50 481770 03/10/2023 PRTD 160062 ELM CREEK BREWING COMPANY E-4005 02/17/2023 20230310 410.00 CHECK 481770 TOTAL: 410.00 481771 03/10/2023 PRTD 104733 EMERGENCY MEDICAL PRODUCTS INC 2524735 02/07/2023 20230310 273.54 CHECK 481771 TOTAL: 273.54 481772 03/10/2023 PRTD 100146 ELLIOTT AUTO SUPPLY CO, INC 1-8363020 02/07/2023 20230310 91.82 ELLIOTT AUTO SUPPLY CO, INC 69-478082 02/07/2023 20230310 28.39 ELLIOTT AUTO SUPPLY CO, INC 69-478118 02/07/2023 20230310 97.85 ELLIOTT AUTO SUPPLY CO, INC 1-8367135 02/08/2023 20230310 115.21 ELLIOTT AUTO SUPPLY CO, INC 69-478237 02/08/2023 20230310 7.04 ELLIOTT AUTO SUPPLY CO, INC 1-8379471 02/13/2023 20230310 204.40 ELLIOTT AUTO SUPPLY CO, INC 69-478389 02/09/2023 20230310 7.10 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/09/2023 14:08User: 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 ELLIOTT AUTO SUPPLY CO, INC 112-204393 02/09/2023 20230310 10.65 ELLIOTT AUTO SUPPLY CO, INC 69-478392 02/09/2023 20230310 15.84 CHECK 481772 TOTAL: 578.30 481773 03/10/2023 PRTD 141837 DAIOHS USA INC 655543 02/09/2023 20230310 453.04 DAIOHS USA INC 653765 02/08/2023 20230310 318.90 CHECK 481773 TOTAL: 771.94 481774 03/10/2023 PRTD 160635 FREELS, CRAIG 06192023-01 02/16/2023 20230310 700.00 CHECK 481774 TOTAL: 700.00 481775 03/10/2023 PRTD 104716 GALE-TEC ENGINEERING INC 3358 02/09/2023 20230310 1,597.50 CHECK 481775 TOTAL: 1,597.50 481776 03/10/2023 PRTD 102456 GALLS PARENT HOLDINGS LLC BC1813384 02/07/2023 20230310 9.99 GALLS PARENT HOLDINGS LLC BC1817100 02/13/2023 20230310 630.90 CHECK 481776 TOTAL: 640.89 481777 03/10/2023 PRTD 160633 GALLUS GOLF LLC 11785 01/31/2023 20230310 1,100.00 GALLUS GOLF LLC 11817 01/31/2023 20230310 2,950.00 CHECK 481777 TOTAL: 4,050.00 481778 03/10/2023 PRTD 101931 HANESBRANDS INC 41984214 02/13/2023 20230310 1,712.82 CHECK 481778 TOTAL: 1,712.82 481779 03/10/2023 PRTD 100781 MJ DONOVAN ENTERPRISES INC 148913 02/02/2023 20230310 205.37 CHECK 481779 TOTAL: 205.37 481780 03/10/2023 PRTD 101103 WW GRAINGER 9599259760 02/07/2023 20230310 63.72 WW GRAINGER 9607133718 02/13/2023 20230310 333.54 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/09/2023 14:08User: 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 481780 TOTAL: 397.26 481781 03/10/2023 PRTD 100790 HACH COMPANY 13455735 02/07/2023 20230310 765.15 CHECK 481781 TOTAL: 765.15 481782 03/10/2023 PRTD 137677 HAMMEL GREEN AND ABRAHAMSON INC 236883 02/07/2023 20230310 2,909.68 HAMMEL GREEN AND ABRAHAMSON INC 237127 02/09/2023 20230310 4,301.03 CHECK 481782 TOTAL: 7,210.71 481783 03/10/2023 PRTD 151168 HAMMER SPORTS LLC 3201 02/12/2023 20230310 364.00 CHECK 481783 TOTAL: 364.00 481784 03/10/2023 PRTD 103085 HENNEPIN COUNTY ACCOUNTING SERVIC 1000198918 01/31/2023 20230310 740.25 CHECK 481784 TOTAL: 740.25 481785 03/10/2023 PRTD 101871 HENNEPIN COUNTY FIRE CHIEFS ASSN 2023 DUES 02/14/2023 20230310 200.00 CHECK 481785 TOTAL: 200.00 481786 03/10/2023 PRTD 104375 HOHENSTEINS INC 584503 02/21/2023 20230310 1,944.00 HOHENSTEINS INC 584499 02/21/2023 20230310 756.00 HOHENSTEINS INC 584498 02/21/2023 20230310 131.00 HOHENSTEINS INC 584497 02/21/2023 20230310 2,792.80 CHECK 481786 TOTAL: 5,623.80 481787 03/10/2023 PRTD 146337 INDUSTRIAL BATTERY PRODUCTS INC 80047017 02/09/2023 20230310 480.97 CHECK 481787 TOTAL: 480.97 481788 03/10/2023 PRTD 100828 JERRY'S ENTERPRISES INC EDINBOROUGH-01/2023 01/25/2023 20230310 59.37 JERRY'S ENTERPRISES INC FACILITIES-01/2023 01/25/2023 20230310 85.88 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/09/2023 14:08User: 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 481788 TOTAL: 145.25 481789 03/10/2023 PRTD 100835 ARTISAN BEER COMPANY 3587741 02/17/2023 20230310 36.90 ARTISAN BEER COMPANY 3588063 02/17/2023 20230310 240.00 ARTISAN BEER COMPANY 3587630 02/18/2023 20230310 2,802.65 ARTISAN BEER COMPANY 354507 01/17/2023 20230310 -190.42 CHECK 481789 TOTAL: 2,889.13 481790 03/10/2023 PRTD 100835 PHILLIPS WINE & SPIRITS 6546253 02/16/2023 20230310 2,606.70 CHECK 481790 TOTAL: 2,606.70 481791 03/10/2023 PRTD 100835 WINE MERCHANTS 7417170 02/24/2023 20230310 406.70 WINE MERCHANTS 748351 02/10/2023 20230310 -8.34 CHECK 481791 TOTAL: 398.36 481792 03/10/2023 PRTD 100835 JOHNSON BROTHERS LIQUOR CO 2240824 02/16/2023 20230310 2,097.43 CHECK 481792 TOTAL: 2,097.43 481793 03/10/2023 PRTD 116776 JASPERSEN ENTERPRISES INC 87484 08/11/2021 20230310 190.00 CHECK 481793 TOTAL: 190.00 481794 03/10/2023 PRTD 151024 LA DONA SBC 6163 02/22/2023 20230310 112.00 CHECK 481794 TOTAL: 112.00 481795 03/10/2023 PRTD 143544 LADY A LITERARY 71 02/06/2023 20230310 4,071.75 LADY A LITERARY 72 02/06/2023 20230310 473.75 CHECK 481795 TOTAL: 4,545.50 481796 03/10/2023 PRTD 151166 LAMIS, JAMES 23032014 03/02/2023 20230310 5,000.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/09/2023 14:08User: 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 481796 TOTAL: 5,000.00 481797 03/10/2023 PRTD 100605 LANDS' END INC SIN10993272 02/09/2023 20230310 2,963.84 CHECK 481797 TOTAL: 2,963.84 481798 03/10/2023 PRTD 100852 LAWSON PRODUCTS INC 9310341892 02/10/2023 20230310 107.55 CHECK 481798 TOTAL: 107.55 481799 03/10/2023 PRTD 101552 LEAGUE OF MINNESOTA CITIES 20215 02/01/2023 20230310 246.91 LEAGUE OF MINNESOTA CITIES 20217 02/01/2023 20230310 1,324.00 LEAGUE OF MINNESOTA CITIES 20237 02/01/2023 20230310 662.46 LEAGUE OF MINNESOTA CITIES 20249 02/01/2023 20230310 14.59 LEAGUE OF MINNESOTA CITIES 20300 02/01/2023 20230310 3.08 LEAGUE OF MINNESOTA CITIES 20370 02/01/2023 20230310 4,743.17 LEAGUE OF MINNESOTA CITIES 20372 02/01/2023 20230310 413.10 LEAGUE OF MINNESOTA CITIES 20265 02/01/2023 20230310 704.90 LEAGUE OF MINNESOTA CITIES 20325 02/01/2023 20230310 7,040.82 LEAGUE OF MINNESOTA CITIES 20330 02/01/2023 20230310 108.68 LEAGUE OF MINNESOTA CITIES 20342 02/01/2023 20230310 169.99 CHECK 481799 TOTAL: 15,431.70 481800 03/10/2023 PRTD 101552 LEAGUE OF MINNESOTA CITIES INSURA 459537-8/23/22 08/26/2022 20230310 19,847.18 CHECK 481800 TOTAL: 19,847.18 481801 03/10/2023 PRTD 135867 LIBATION PROJECT 55348 02/21/2023 20230310 240.04 LIBATION PROJECT 55347 02/21/2023 20230310 203.92 CHECK 481801 TOTAL: 443.96 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/09/2023 14:08User: 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 481802 03/10/2023 PRTD 100858 LOGIS 53283-3 12/31/2022 20230310 47,486.40 CHECK 481802 TOTAL: 47,486.40 481803 03/10/2023 PRTD 123848 LVC COMPANIES INC 106934 02/09/2023 20230310 350.00 CHECK 481803 TOTAL: 350.00 481804 03/10/2023 PRTD 160471 MAGNEY CONSTRUCTION INC ENG 22-15 #4 02/06/2023 20230310 383,446.75 CHECK 481804 TOTAL: 383,446.75 481805 03/10/2023 PRTD 141215 MAVERICK WINE LLC INV943707 02/21/2023 20230310 289.50 MAVERICK WINE LLC INV934643 02/21/2023 20230310 245.52 MAVERICK WINE LLC INV935811 02/22/2023 20230310 233.46 MAVERICK WINE LLC INV935812 02/22/2023 20230310 233.46 CHECK 481805 TOTAL: 1,001.94 481806 03/10/2023 PRTD 103944 MOBILE HEALTH SERVICES LLC 42766 02/01/2023 20230310 222.50 CHECK 481806 TOTAL: 222.50 481807 03/10/2023 PRTD 100903 MINNESOTA ELEVATOR INC 1004991 02/07/2023 20230310 7,363.65 CHECK 481807 TOTAL: 7,363.65 481808 03/10/2023 PRTD 101483 MENARDS 57203 02/09/2023 20230310 348.00 CHECK 481808 TOTAL: 348.00 481809 03/10/2023 PRTD 101483 MENARDS 87540 02/09/2023 20230310 696.00 CHECK 481809 TOTAL: 696.00 481810 03/10/2023 PRTD 101483 MENARDS 75351 02/07/2023 20230310 126.46 MENARDS 76497 02/10/2023 20230310 83.96 MENARDS 76608 02/13/2023 20230310 9.19 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/09/2023 14:08User: 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 MENARDS 76615 02/13/2023 20230310 57.22 CHECK 481810 TOTAL: 276.83 481811 03/10/2023 PRTD 101483 MENARDS 93370 02/03/2023 20230310 48.96 CHECK 481811 TOTAL: 48.96 481812 03/10/2023 PRTD 101161 MIDWEST CHEMICAL SUPPLY INC 44499 02/10/2023 20230310 1,140.50 CHECK 481812 TOTAL: 1,140.50 481813 03/10/2023 PRTD 101996 WILCOCK ASSOCIATES INC 34118 01/17/2023 20230310 24.20 CHECK 481813 TOTAL: 24.20 481814 03/10/2023 PRTD 140955 MODIST BREWING LLC E-38953 02/21/2023 20230310 275.00 MODIST BREWING LLC E-38952 02/21/2023 20230310 111.00 MODIST BREWING LLC E-38954 02/21/2023 20230310 352.00 CHECK 481814 TOTAL: 738.00 481815 03/10/2023 PRTD 100906 MTI DISTRIBUTING INC 1370858-00 01/12/2023 20230310 4,561.77 CHECK 481815 TOTAL: 4,561.77 481816 03/10/2023 PRTD 100683 CHEMSEARCH 8111984 02/07/2023 20230310 815.06 CHECK 481816 TOTAL: 815.06 481817 03/10/2023 PRTD 106662 NET LITIN DISTRIBUTORS 692954 02/08/2023 20230310 321.30 CHECK 481817 TOTAL: 321.30 481818 03/10/2023 PRTD 100076 NEW FRANCE WINE CO 200828 02/22/2023 20230310 1,068.00 NEW FRANCE WINE CO 200832 02/22/2023 20230310 629.00 NEW FRANCE WINE CO 200833 02/22/2023 20230310 685.50 NEW FRANCE WINE CO 200830 02/22/2023 20230310 301.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/09/2023 14:08User: 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 NEW FRANCE WINE CO 200829 02/22/2023 20230310 269.00 CHECK 481818 TOTAL: 2,952.50 481819 03/10/2023 PRTD 139023 NUSS TRUCK GROUP INC 7200651P 02/07/2023 20230310 153.12 CHECK 481819 TOTAL: 153.12 481820 03/10/2023 PRTD 100936 OLSEN CHAIN & CABLE CO INC 694888 02/07/2023 20230310 84.04 OLSEN CHAIN & CABLE CO INC 696862 02/07/2023 20230310 341.03 CHECK 481820 TOTAL: 425.07 481821 03/10/2023 PRTD 999998 CRANSTON, MARGARET 273-22-2573 02/21/2023 20230310 231.03 CHECK 481821 TOTAL: 231.03 481822 03/10/2023 PRTD 999998 DUBLEY, DONNA 273-22-1744 02/21/2023 20230310 82.06 CHECK 481822 TOTAL: 82.06 481823 03/10/2023 PRTD 999998 HRUBY, JUDITH 273-22-4045 02/21/2023 20230310 99.88 CHECK 481823 TOTAL: 99.88 481824 03/10/2023 PRTD 999998 LAMB, GARY 273-22-5014 02/21/2023 20230310 82.87 CHECK 481824 TOTAL: 82.87 481825 03/10/2023 PRTD 999998 RUTKOWSKI, MARY 273-22-4776 02/21/2023 20230310 98.12 CHECK 481825 TOTAL: 98.12 481826 03/10/2023 PRTD 999998 SCHNEIDER, KATHLEEN 273-22-4355-1 02/21/2023 20230310 973.41 CHECK 481826 TOTAL: 973.41 481827 03/10/2023 PRTD 999998 SCHNEIDER, KATHLEEN 273-22-4355-2 02/21/2023 20230310 102.77 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/09/2023 14:08User: 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 481827 TOTAL: 102.77 481828 03/10/2023 PRTD 999998 SEVERSON, DIANE 273-22-3947 02/21/2023 20230310 321.72 CHECK 481828 TOTAL: 321.72 481829 03/10/2023 PRTD 999998 STANSBURY, RUTH 273-22-4253 02/21/2023 20230310 98.60 CHECK 481829 TOTAL: 98.60 481830 03/10/2023 PRTD 999998 WEING, RICHARD 273-22-4663 02/21/2023 20230310 107.26 CHECK 481830 TOTAL: 107.26 481831 03/10/2023 PRTD 999995 BOLLIG & SONS ED201266-REFUND 03/07/2023 20230310 2,500.00 CHECK 481831 TOTAL: 2,500.00 481832 03/10/2023 PRTD 999995 BOLLIG & SONS ED201214-REFUND 03/07/2023 20230310 2,500.00 CHECK 481832 TOTAL: 2,500.00 481833 03/10/2023 PRTD 999995 CITY HOMES DESIGN & BUILD LLC ED181188-REFUND 03/07/2023 20230310 8,450.00 CHECK 481833 TOTAL: 8,450.00 481834 03/10/2023 PRTD 999994 Thompson, Paul E 484338 02/16/2023 20230310 51.00 CHECK 481834 TOTAL: 51.00 481835 03/10/2023 PRTD 999996 Anderson, Bridget 49706559-REFUND 02/14/2023 20230310 65.00 CHECK 481835 TOTAL: 65.00 481836 03/10/2023 PRTD 999996 Shane, Suzanne 49719790-REFUND 02/14/2023 20230310 84.00 CHECK 481836 TOTAL: 84.00 481837 03/10/2023 PRTD 999993 Norgen, Julie POL-02/12/23 02/13/2023 20230310 508.50 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/09/2023 14:08User: 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 481837 TOTAL: 508.50 481838 03/10/2023 PRTD 136688 FUN EXPRESS LLC 721645256-01 12/07/2022 20230310 339.37 CHECK 481838 TOTAL: 339.37 481839 03/10/2023 PRTD 100940 OWENS TECHNOLOGY COMPANIES INC 33429 02/13/2023 20230310 2,382.00 OWENS TECHNOLOGY COMPANIES INC 33431 02/13/2023 20230310 901.00 CHECK 481839 TOTAL: 3,283.00 481840 03/10/2023 PRTD 100944 PAUSTIS WINE COMPANY 194061 02/22/2023 20230310 2,419.50 PAUSTIS WINE COMPANY 194060 02/21/2023 20230310 1,106.00 PAUSTIS WINE COMPANY 193892 02/20/2023 20230310 285.60 PAUSTIS WINE COMPANY 194064 02/21/2023 20230310 2,950.00 CHECK 481840 TOTAL: 6,761.10 481841 03/10/2023 PRTD 100945 PEPSI-COLA COMPANY 52633610 02/20/2023 20230310 1,040.56 CHECK 481841 TOTAL: 1,040.56 481842 03/10/2023 PRTD 138081 PETERSON SALT & WATER TREATMENT 205627 02/08/2023 20230310 81.80 CHECK 481842 TOTAL: 81.80 481843 03/10/2023 PRTD 123092 PLAYPOWER LT FARMINGTON INC 1400266690 01/30/2023 20230310 2,602.00 CHECK 481843 TOTAL: 2,602.00 481844 03/10/2023 PRTD 100958 PLUNKETT'S PEST CONTROL 7906448 02/07/2023 20230310 66.77 PLUNKETT'S PEST CONTROL 7908757 02/09/2023 20230310 103.31 CHECK 481844 TOTAL: 170.08 481845 03/10/2023 PRTD 119620 POMP'S TIRE SERVICE INC 210637568 02/08/2023 20230310 2,568.46 POMP'S TIRE SERVICE INC 210639834 02/08/2023 20230310 1,330.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/09/2023 14:08User: 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 481845 TOTAL: 3,898.46 481846 03/10/2023 PRTD 143468 PORTAGE BREWING COMPANY 0031578 02/20/2023 20230310 252.00 CHECK 481846 TOTAL: 252.00 481847 03/10/2023 PRTD 160504 HAWLEY, ALANA INHAN42 02/10/2023 20230310 60.00 CHECK 481847 TOTAL: 60.00 481848 03/10/2023 PRTD 123377 PROFESSIONAL BEVERAGE SYSTEMS, IN 52573 02/10/2023 20230310 218.75 CHECK 481848 TOTAL: 218.75 481849 03/10/2023 PRTD 160246 QUADIENT FINANCE USA INC 11294185-2/6/23 02/06/2023 20230310 500.00 CHECK 481849 TOTAL: 500.00 481850 03/10/2023 PRTD 100972 R & R SPECIALTIES INC 0078200-IN 02/10/2023 20230310 774.10 CHECK 481850 TOTAL: 774.10 481851 03/10/2023 PRTD 100977 RICHFIELD PLUMBING COMPANY 86652 02/08/2023 20230310 1,520.00 RICHFIELD PLUMBING COMPANY 86653 02/08/2023 20230310 802.50 RICHFIELD PLUMBING COMPANY 86654 02/08/2023 20230310 460.00 CHECK 481851 TOTAL: 2,782.50 481852 03/10/2023 PRTD 101659 ORKIN 238149586 02/07/2023 20230310 142.36 ORKIN 238151034 02/10/2023 20230310 90.00 CHECK 481852 TOTAL: 232.36 481853 03/10/2023 PRTD 160631 ROOF OF DECK RESTORATION MINNESOT 63397 02/10/2023 20230310 5,270.15 CHECK 481853 TOTAL: 5,270.15 481854 03/10/2023 PRTD 129282 ROSENBAUER MINNESOTA LLC 0000058709 02/07/2023 20230310 448.56 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/09/2023 14:08User: 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 481854 TOTAL: 448.56 481855 03/10/2023 PRTD 127639 MIDWAY FORD COMPANY 759066 02/13/2023 20230310 143.00 CHECK 481855 TOTAL: 143.00 481856 03/10/2023 PRTD 100995 SHORT-ELLIOT-HENDRICKSON INCORPOR 441582 01/28/2023 20230310 290.30 CHECK 481856 TOTAL: 290.30 481857 03/10/2023 PRTD 160278 ROHN INDUSTRIES, INC 593731 02/08/2023 20230310 24.54 CHECK 481857 TOTAL: 24.54 481858 03/10/2023 PRTD 101000 RJM PRINTING INC 123501013 02/07/2023 20230310 373.87 RJM PRINTING INC 123636012 02/13/2023 20230310 244.91 CHECK 481858 TOTAL: 618.78 481859 03/10/2023 PRTD 127878 SOUTHERN GLAZERS WINE & SPIRITS L 2316386 02/22/2023 20230310 3,567.20 SOUTHERN GLAZERS WINE & SPIRITS L 2316383 02/22/2023 20230310 672.11 SOUTHERN GLAZERS WINE & SPIRITS L 2316384 02/22/2023 20230310 270.80 SOUTHERN GLAZERS WINE & SPIRITS L 2316382 02/22/2023 20230310 290.40 SOUTHERN GLAZERS WINE & SPIRITS L 2316381 02/22/2023 20230310 649.50 SOUTHERN GLAZERS WINE & SPIRITS L 2316388 02/22/2023 20230310 2,752.80 SOUTHERN GLAZERS WINE & SPIRITS L 2316385 02/22/2023 20230310 484.80 SOUTHERN GLAZERS WINE & SPIRITS L 2316397 02/22/2023 20230310 2,237.60 SOUTHERN GLAZERS WINE & SPIRITS L 2316398 02/22/2023 20230310 460.80 SOUTHERN GLAZERS WINE & SPIRITS L 2316396 02/22/2023 20230310 649.50 SOUTHERN GLAZERS WINE & SPIRITS L 2316400 02/22/2023 20230310 144.80 SOUTHERN GLAZERS WINE & SPIRITS L 2316390 02/22/2023 20230310 2,237.60 SOUTHERN GLAZERS WINE & SPIRITS L 2316392 02/22/2023 20230310 334.80 SOUTHERN GLAZERS WINE & SPIRITS L 2316395 02/22/2023 20230310 193.60 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/09/2023 14:08User: 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 SOUTHERN GLAZERS WINE & SPIRITS L 2316394 02/22/2023 20230310 699.44 SOUTHERN GLAZERS WINE & SPIRITS L 2316391 02/22/2023 20230310 1,571.91 SOUTHERN GLAZERS WINE & SPIRITS L 2316393 02/22/2023 20230310 2,979.49 SOUTHERN GLAZERS WINE & SPIRITS L 2316389 02/22/2023 20230310 649.50 SOUTHERN GLAZERS WINE & SPIRITS L 2314107 02/22/2023 20230310 4,440.30 CHECK 481859 TOTAL: 25,286.95 481860 03/10/2023 PRTD 160368 STARCHASE LLC 20132368 09/23/2022 20230310 580.72 CHECK 481860 TOTAL: 580.72 481861 03/10/2023 PRTD 139006 OFFICE OF MNIT SERVICES W23010541 02/13/2023 20230310 308.70 CHECK 481861 TOTAL: 308.70 481862 03/10/2023 PRTD 139006 OFFICE OF MNIT SERVICES W23010538 02/13/2023 20230310 1,602.18 CHECK 481862 TOTAL: 1,602.18 481863 03/10/2023 PRTD 139006 MINNESOTA DEPARTMENT OF HEALTH 1270011-Q1-2023 02/13/2023 20230310 34,977.00 CHECK 481863 TOTAL: 34,977.00 481864 03/10/2023 PRTD 139006 MINNESOTA SECRETARY OF STATE – NO 2023-MILLS FORD 02/21/2023 20230310 120.00 CHECK 481864 TOTAL: 120.00 481865 03/10/2023 PRTD 133068 STEEL TOE BREWING LLC 49148 02/22/2023 20230310 105.00 STEEL TOE BREWING LLC 49150 02/21/2023 20230310 204.00 STEEL TOE BREWING LLC 49149 02/21/2023 20230310 105.00 CHECK 481865 TOTAL: 414.00 481866 03/10/2023 PRTD 101015 STREICHERS INC I1615758 02/07/2023 20230310 195.98 STREICHERS INC I1616093 02/09/2023 20230310 1,198.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/09/2023 14:08User: 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 STREICHERS INC I1616685 02/13/2023 20230310 1,762.70 CHECK 481866 TOTAL: 3,156.68 481867 03/10/2023 PRTD 105874 SUBURBAN TIRE WHOLESALE INC 10192530 02/08/2023 20230310 380.00 SUBURBAN TIRE WHOLESALE INC 10192562 02/10/2023 20230310 1,100.00 CHECK 481867 TOTAL: 1,480.00 481868 03/10/2023 PRTD 119864 SYSCO MINNESOTA INC 447495722 02/16/2023 20230310 831.10 SYSCO MINNESOTA INC 447477441 02/04/2023 20230310 -100.75 SYSCO MINNESOTA INC 447477497 02/04/2023 20230310 -31.45 CHECK 481868 TOTAL: 698.90 481869 03/10/2023 PRTD 160414 TEGRA GROUP INC 424.223 02/08/2023 20230310 6,300.00 CHECK 481869 TOTAL: 6,300.00 481870 03/10/2023 PRTD 129923 CONTEMPORARY INC V914278 02/10/2023 20230310 28.90 CHECK 481870 TOTAL: 28.90 481871 03/10/2023 PRTD 160038 THE CLUTCH DOCTOR INC 2242 01/05/2023 20230310 730.00 CHECK 481871 TOTAL: 730.00 481872 03/10/2023 PRTD 123129 TIMESAVER OFF SITE SECRETARIAL IN M27943 01/30/2023 20230310 938.00 CHECK 481872 TOTAL: 938.00 481873 03/10/2023 PRTD 102742 TOLTZ KING DUVALL ANDERSON & ASSO 002023000314 02/06/2023 20230310 25,757.73 CHECK 481873 TOTAL: 25,757.73 481874 03/10/2023 PRTD 123649 MONROE TOWMASTER LLC 456964 02/07/2023 20230310 1,055.02 CHECK 481874 TOTAL: 1,055.02 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/09/2023 14:08User: 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 481875 03/10/2023 PRTD 138732 TRADITION WINE & SPIRITS LLC 35151 02/21/2023 20230310 1,022.00 CHECK 481875 TOTAL: 1,022.00 481876 03/10/2023 PRTD 104064 TRANS UNION RISK AND ALTERNATIVE 269634-202301-1 02/01/2023 20230310 367.50 CHECK 481876 TOTAL: 367.50 481877 03/10/2023 PRTD 146436 TYLER TECHNOLOGIES INC 045-408604 02/08/2023 20230310 3,780.00 CHECK 481877 TOTAL: 3,780.00 481878 03/10/2023 PRTD 145567 UNMAPPED BREWING COMPANY LLC E-2379 02/22/2023 20230310 100.00 UNMAPPED BREWING COMPANY LLC E-2378 02/22/2023 20230310 425.60 CHECK 481878 TOTAL: 525.60 481879 03/10/2023 PRTD 101058 VAN PAPER COMPANY 026809 02/10/2023 20230310 442.19 VAN PAPER COMPANY 026799 02/10/2023 20230310 55.86 VAN PAPER COMPANY 026800 02/10/2023 20230310 544.84 VAN PAPER COMPANY 026879 02/10/2023 20230310 136.73 VAN PAPER COMPANY 026805 02/10/2023 20230310 240.45 VAN PAPER COMPANY 026807 02/10/2023 20230310 30.00 VAN PAPER COMPANY 026880 02/13/2023 20230310 653.11 CHECK 481879 TOTAL: 2,103.18 481880 03/10/2023 PRTD 148579 VIERKANT DISPOSAL LLC 1/1/23 - 1/31/23 02/10/2023 20230310 67,985.00 CHECK 481880 TOTAL: 67,985.00 481881 03/10/2023 PRTD 101066 VIKING ELECTRIC SUPPLY S006581265.001 02/07/2023 20230310 78.98 CHECK 481881 TOTAL: 78.98 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/09/2023 14:08User: 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 481882 03/10/2023 PRTD 160088 VINIFERA IMPORTS 326274 02/17/2023 20230310 289.00 CHECK 481882 TOTAL: 289.00 481883 03/10/2023 PRTD 119454 VINOCOPIA INC 0324323-IN 02/22/2023 20230310 127.50 VINOCOPIA INC 0324324-IN 02/22/2023 20230310 153.25 VINOCOPIA INC 0324322-IN 02/22/2023 20230310 184.58 VINOCOPIA INC 0324320-IN 02/22/2023 20230310 1,367.00 VINOCOPIA INC 0324321-IN 02/22/2023 20230310 532.50 VINOCOPIA INC 0324327-IN 02/22/2023 20230310 656.25 VINOCOPIA INC 0324326-IN 02/22/2023 20230310 411.75 VINOCOPIA INC 0324325-IN 02/22/2023 20230310 127.50 CHECK 481883 TOTAL: 3,560.33 481884 03/10/2023 PRTD 120627 VISTAR 67308829 02/10/2023 20230310 1,248.08 CHECK 481884 TOTAL: 1,248.08 481885 03/10/2023 PRTD 130574 WATSON COMPANY 132000 02/13/2023 20230310 299.01 CHECK 481885 TOTAL: 299.01 481886 03/10/2023 PRTD 160537 WEX HEALTH INC 0001680349-IN 01/31/2023 20230310 997.75 CHECK 481886 TOTAL: 997.75 481887 03/10/2023 PRTD 101033 WINE COMPANY 228475 02/22/2023 20230310 762.00 WINE COMPANY 228471 02/22/2023 20230310 3,448.00 WINE COMPANY 228470 02/22/2023 20230310 170.00 WINE COMPANY 228472 02/22/2023 20230310 202.00 WINE COMPANY 228474 02/22/2023 20230310 160.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/09/2023 14:08User: 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 481887 TOTAL: 4,742.00 481888 03/10/2023 PRTD 144412 WINEBOW MN00126812 02/21/2023 20230310 406.44 WINEBOW MN00126474 02/20/2023 20230310 121.50 WINEBOW MN00126761 02/21/2023 20230310 378.96 WINEBOW MN00126799 02/21/2023 20230310 360.96 CHECK 481888 TOTAL: 1,267.86 481889 03/10/2023 PRTD 124503 WINSUPPLY EDEN PRAIRIE MN CO 240463 01 02/13/2023 20230310 89.18 CHECK 481889 TOTAL: 89.18 481890 03/10/2023 PRTD 105740 WSB & ASSOCIATES R-021590-000-2 02/07/2023 20230310 7,610.00 CHECK 481890 TOTAL: 7,610.00 481891 03/10/2023 PRTD 103410 WW GOETSCH ASSOCIATES INC 109779 02/13/2023 20230310 6,040.00 CHECK 481891 TOTAL: 6,040.00 481892 03/10/2023 PRTD 101091 ZIEGLER INC IN000870791 02/07/2023 20230310 830.00 ZIEGLER INC SI000290870-1 02/09/2023 22200066 20230310 16,457.74 ZIEGLER INC SI000292306 02/13/2023 20230310 2,328.50 CHECK 481892 TOTAL: 19,616.24 NUMBER OF CHECKS 170 *** CASH ACCOUNT TOTAL *** 943,121.05 COUNT AMOUNT TOTAL PRINTED CHECKS 170 943,121.05 *** GRAND TOTAL *** 943,121.05 Date: March 21, 2023 Agenda Item #: VI.C. To:Mayor and City Council Item Type: Report / Recommendation From:Alisha McAndrews, Finance Director Item Activity: Subject:Ordinance No. 2023-04: Amending Chapter 2 of the City Code, Setting Fees for 2023 Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Ordinance No. 2023-04 Amending City Code Chapter 2, Section 2-724 Schedule A, Setting Fees for 2023 and grant first reading. INTRODUCTION: On December 20, 2022, Council adopted Ordinance No. 2022-20, which set the schedule of fees and charges for 2023. T he schedule of fees included changes to Chapter 28 - Utilities to implement the recommendations from the utility rate study initiated by the City and conducted by the City's financial advisor, Ehlers. The changes are intended to meet the goals of promoting water conservation, paying for reinvestment in the aging utility system and expanding system capacity, and making water and sewer more affordable for lower volume consumers. The rate study included setting a new multifamily water fee of $3.62 for all water consumption; however, this fee was erroneously missed from Ordinance 2022-20. By approving Ordinance 2023-04, multifamily properties will be charged $3.62 per 1,000 gallons of water consumed instead of paying based on the 2022 tiered rate structure. The rate study also recommends all property types are charged the same rate structure for sanitary sewer, which is based upon water usage. It is the lesser of the winter quarter (November 1 to March 1) or actual usage, but no less than the new minimum of 8,000 gallons. The fee is $6.86 per 1,000 gallons of water consumed. The attached ordinance cleans up the language to make this clear. ATTACHMENTS: Description Ordinance No. 2023-04: Amending Chapter 2 of the City Code, Setting Fees for 2023 ORDINANCE NO. 2023-04 AN ORDINANCE AMENDING CHAPTER 2 OF THE EDINA CITY CODE THE CITY COUNCIL OF THE CITY OF EDINA ORDAINS: Section 1. Only the following described fees of Schedule A to City Code Chapter 2, Section 2-724 are amended to read as follows: Section 2. The effective date of this Ordinance shall be January 1, 2023. First Reading: March 21, 2023 Second Reading: April 4, 2023 Published: Attest ______________________________ _______________________________ Sharon Allison, City Clerk James B. Hovland, Mayor PLEASE PUBLISH IN THE EDINA SUN CURRENT _______________ SEND ONE AFFIDAVIT OF PUBLICATION BILL TO EDINA CITY CLERK Chapter and Section Purpose of Fee/Charge Sewer Service: $75.60 Per quarter to and including 12,000 gallons $54.88 Per quarter to and including 8,000 gallons $6.30 Per 1,000 gallons used, whichever is greater $6.86 Per 1,000 gallons used, whichever is greater $68.05 Per quarter for each unit over four; or $54.88 Per quarter to and including 8,000 gallons $6.30 Per 1,000 gallons used, whichever is greater $6.86 Per 1,000 gallons used, whichever is greater $75.60 Per water meter or approved sewage metering device on premises; or $54.88 Per water meter or approved sewage metering device on premises; or $6.30 Per 1,000 gallons of water used during the quarter, whichever is greater $6.86 Per 1,000 gallons used during the quarter, whichever is greater Water Service: $2.71 Up to 26,000 gallons $3.62 All usage $3.60 26,001 to 49,000 gallons $5.63 Over 49,000 gallons Proposed 2023 Fee2022 Fee 1. For multifamily buildings and per 1,000 gallons for areas of city, except in the Morningside area. Chapter 28 1. Single-family, townhouses, two-family dwellings, apartment buildings containing four or less dwelling units 2. Multifamily, apartment buildings with more than four dwelling units 3. Commercial and industrial buildings, including schools and churches Based upon water usage during winter quarter (November 1 to March 1) Based upon water usage, the lesser of winter quarter (November 1 to March 1) or actual usage, but no less than 8,000 gallons 28-43(b) Date: March 21, 2023 Agenda Item #: VI.D. To:Mayor and City Council Item Type: Report / Recommendation From:Jon Darsow, Facility Supervisor Item Activity: Subject:Waive Permit Fees for 50th & France Parking Ramp Repairs Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Waive permit fees for the 50th & France Ramp Structural Repairs valued at $4,300. INTRODUCTION: The repairs are for the north and south parking ramps for expansion joint replacements, delaminated/spalling concrete and deteriorated metal stair treads. Date: March 21, 2023 Agenda Item #: VI.E. To:Mayor and City Council Item Type: Request For Purchase From:Richard Poppitz, Equipment Operations Supervisor Item Activity: Subject:Request for Purchase: Kaeser Air Compressor Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve request for purchase for a new air compressor and trailer from Kaeser Compressor Inc. for $26,830. INTRODUCTION: This air compressor will be replacing unit number 25-516, our existing air compressor and trailer, which has come up for replacement. ATTACHMENTS: Description Request for Purchase: Kaeser Air Compressor 1 BUDGET IMPACT: Equipment CIP replacement fund 2023 DESCRIPTION: Replacement Air Compressor CITY OF EDINA 4801 W 50th St., Edina, MN 55424 www.EdinaMN.gov | 952-927-8861 Requisition Number 12300024 Department: Public Works Buyer: Richard Poppitz Date: 02/27/2023 Request for Purchase Requisition Description: Kaeser Air Compressor Vendor: KAESER COMPRESSORS INC Cost: $26,830.00 REPLACEMENT or NEW: REPLACEM - REPLACEMENT PURCHASE SOURCE: QUOTE/BD - QUOTE/BID 2 COMMUNITY IMPACT: All resident accessibility ENVIRONMENTAL IMPACT: Switching to tier 4 diesel engine Environmental Impact - item specific: Vehicle - Make/Model/Year requested vehicle: Kaeser / M55 / 2023 Vehicle - Make/Model/Year current vehicle (if replacement): IR / 185WTR / 2001 Vehicle - Does purchase meet Green Fleet Recommendations? YES - YES Vehicle - If does not meet Green Fleet Recommendations, justification: - MPG: N/A Carbon Emissions: N/A Date: March 21, 2023 Agenda Item #: VI.F. To:Mayor and City Council Item Type: Report / Recommendation From:Brian E. Olson, Public Works Director Item Activity: Subject:Request for Consideration for Spring Load Limit Exception Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Consider approval of Spring Load Limit exception for 6500 Barrie Road. INTRODUCTION: Developer RJM Construction, requested a one-time exception to the Spring Load Restriction that started on Edina roadways March 10. The purpose of their request is to allow for a crane that exceeds the maximum allowable weight of 6 tons per axle to drive on 336 feet of Barrie Road to get to their construction site at 6500 Barrie Road. They have agreed to provide a pre and post scan of the roadway to identify damages they cause and to post a $36,000 bond for repairs. T his section of road is scheduled for reconstruction in 2024. Spring Load Restriction are put in place during the spring thaw (typically early March to mid-May) to protect our roadways. The two primary causes for premature deterioration are weather and traffic load. As the frost is leaving the ground during the spring thaw, the gravel under the roadbed has high moisture content, which weakens the load carrying capacity of the pavement; therefore, to protect and prolong the service life of the roadways, axle weight restrictions are imposed when the roadbeds are most susceptible to damage (due to the weakened subgrade). Restrictions started March 10 and removal vary depending on the annual temperature variations. ATTACHMENTS: Description Request for Consideration: SLR Exception RJM Overweight Load Restriction Agreement March 15, 2023 Mr. Brian Olson City of Edina – Public Works 4801 W 50th St Edina, MN 55424 RE: 6500 Barrie Rd. Edina, MN 55435 Request for Spring Load Restriction Exception Dear Brian, The purpose of this letter is to formally request an exception to Spring Load Restrictions currently in effect on Barrie Road, to the North of West 66th Street. This exception would apply to three-hundred thirty-six feet (336’) of Barrie Road, which spans the distance from West 66th to our construction entrance (See Exhibit A). We are seeking approval from The City of Edina Public Works Department and Edina City Council to mobilize a hydraulic crane (Grove GMK5250L – Crane Information Attached as Exhibit B) to and from our project site located at 6500 Barrie Rd one (1) time. The proposed method of mobilizing this crane will involve the use of Heavy Duty 4” Thick Track Mats (See Exhibit C - MegaDeck HD Product Info) which are commonly used to allow travel across exceptionally muddy and/or unstable roadways. The use of this method will effectively distribute axle loads to an area that will be comparable to that imposed by a 5-ton truck currently permitted for this roadway. RJM and its trade partners do not intend to make any material deliveries to the site in excess of the load limits – this request is strictly for transportation of the crane itself. Additionally, RJM will coordinate and obtain all permitting for road closures to allow for mobilization/demobilization to occur on the same/single lane of the roadway to limit the area of potential concerns or extend of compromising the roadway. RJM Construction (Contractor) understands that many factors need to be considered with this request, and would propose the following plan for ensuring that this work is performed at the highest possible standard; 1. RJM will provide engineered load data that represents the applied load of this crane on the roadway with the use of Heavy-Duty Track Mats to demonstrate and validate the magnitude of this request. Engineered Calculations will be provided to City of Edina Public Works for review/verification. 2. RJM will contract a third-party to provide GPR Scanning of sub-grade conditions of Barrie Rd Between West 66th Street and West 65th Street to analyze subgrade conditions prior to mobilization. This Report will be published for review by all parties before final approval is granted. 3. RJM will contract a third-party to provide a complete BEFORE AND AFTER survey of Barrie Rd between West 66th Street and West 65th Street. The survey will include road conditions and pavement grades prior to and after crane mobilization to document and validate the impact of proposed road use. 4. RJM will provide a Bond for the total potential estimated road repair costs as surety that all road repairs determined to be a result of the cranes passage will be repaired at the cost of the contractor (RJM). RJM Construction and it’s trade partners take seriously the protection of city infrastructure, and have demonstrated their commitment to following the protective measures as evidenced by our willingness to proactively identify this concern, remove the crane during construction, and seek approval for a variance prior to road restrictions going into effect. Please consider this request and feel free to reach out to our team at any time with questions, clarifications, and/or concerns. Sincerely, RJM CONSTRUCTION Sam Sheehan Sr. Project Manager March 15, 2023 Mr. Brian Olson City of Edina – Public Works 4801 W 50th St Edina, MN 55424 RE: 6500 Barrie Rd. Edina, MN 55435 Request for Spring Load Restriction Exception Dear Brian, The purpose of this letter is to formally request an exception to Spring Load Restrictions currently in effect on Barrie Road, to the North of West 66th Street. This exception would apply to three-hundred thirty-six feet (336’) of Barrie Road, which spans the distance from West 66th to our construction entrance (See Exhibit A). We are seeking approval from The City of Edina Public Works Department and Edina City Council to mobilize a hydraulic crane (Grove GMK5250L – Crane Information Attached as Exhibit B) to and from our project site located at 6500 Barrie Rd one (1) time. The proposed method of mobilizing this crane will involve the use of Heavy Duty 4” Thick Track Mats (See Exhibit C - MegaDeck HD Product Info) which are commonly used to allow travel across exceptionally muddy and/or unstable roadways. The use of this method will effectively distribute axle loads to an area that will be comparable to that imposed by a 5-ton truck currently permitted for this roadway. RJM and its trade partners do not intend to make any material deliveries to the site in excess of the load limits – this request is strictly for transportation of the crane itself. Additionally, RJM will coordinate and obtain all permitting for road closures to allow for mobilization/demobilization to occur on the same/single lane of the roadway to limit the area of potential concerns or extend of compromising the roadway. RJM Construction (Contractor) understands that many factors need to be considered with this request, and would propose the following plan for ensuring that this work is performed at the highest possible standard; 1. RJM will provide engineered load data that represents the applied load of this crane on the roadway with the use of Heavy-Duty Track Mats to demonstrate and validate the magnitude of this request. Engineered Calculations will be provided to City of Edina Public Works for review/verification. 2. RJM will contract a third-party to provide GPR Scanning of sub-grade conditions of Barrie Rd Between West 66th Street and West 65th Street to analyze subgrade conditions prior to mobilization. This Report will be published for review by all parties before final approval is granted. 3. RJM will contract a third-party to provide a complete BEFORE AND AFTER survey of Barrie Rd between West 66th Street and West 65th Street. The survey will include road conditions and pavement grades prior to and after crane mobilization to document and validate the impact of proposed road use. 4. RJM will provide a Bond for the total potential estimated road repair costs as surety that all road repairs determined to be a result of the cranes passage will be repaired at the cost of the contractor (RJM). RJM Construction and it’s trade partners take seriously the protection of city infrastructure, and have demonstrated their commitment to following the protective measures as evidenced by our willingness to proactively identify this concern, remove the crane during construction, and seek approval for a variance prior to road restrictions going into effect. Please consider this request and feel free to reach out to our team at any time with questions, clarifications, and/or concerns. Sincerely, RJM CONSTRUCTION Sam Sheehan Sr. Project Manager GMK5250L Product Guide ASME B30.5 Imperial 85% Features • 250 t (300 USt) capacity • 70 m (230 ft) seven-section main boom • 21 m (69 ft) swingaway with jib and/or boom inserts. • Maximum 37 m (121 ft) length and up to 50° offset. • VIAB turbo retarder clutch • Single engine design - less fuel consumption 2 GROVE GMK5250L VIAB Turbo Clutch The Grove GMK5250L is the first all-terrain crane to utilize a VIAB turbo clutch module, which is used by a number of heavy duty trucks. It enables wear-free starting and braking, avoids overheating and burning, and reduces fuel consumption to a minimum; adding substantial fuel savings of approximately 30 % compared with its predecessor, the GMK5275. VIAB is a turbo coupling and integrated retarder all-in-one, which means less weight and less space, and it comes as standard on the new Grove crane. Convenient transportation logistics Logistic benefits due to interchangeable counterweight slabs and self- rigging auxiliary hoist. Once on the job site, the crane can be moved while carrying its full counterweight of 80 t (176,300 lb), and its ability to travel in this configuration saves valuable time on the job that would otherwise be taken up with installing and removing counterweight sections. Besides this some of the counterweight slabs are interchangeable with those of the GMK6300L. The self-rigging auxiliary hoist eliminates the need for an assist crane during on-site rigging. Superior strength and reach Boosting overall reach is a 21,3 m (69 ft) hydraulic swing-away jib, which can be extended with either an 8 m (26 ft) boom extension, two 8 m (26 ft) jib inserts, or a combination of both for a total possible jib length of 121 ft. For optimum usage, the full jib can be also operated while the crane is working with its full 70 m (230 ft) boom length extended. Another beneficial feature of the jib is its ability to offer increased offset of up to 50° compared to a typical 40° offset on other Grove cranes in its class; plus there is an optional integrated heavy duty jib available. Features The GMK5250L puts power and performance to work for you with high capacities on a five-axle all-terrain crane and 70 m (230 ft) main boom. CraneSTAR is an exclusive and innovative crane asset management system that helps improve your profitability and reduce costs by remotely monitoring critical crane data. Visit www.cranestar.com for more information. 3Grove GMK5250L Manitowoc Crane Care when you need it. The assurance of the world’s most advanced crane service and support to get you back to work fast. Manitowoc Finance helps you get right to work generating profits for your business. Financial tools that help you capitalize on opportunity with solutions that fit your needs. Jobsite benefits Five outrigger positions provide ultimate flexibility for job sites with the ability to position the crane in tighter spaces. Mercedes engine and transmission with VIAB turbo clutch for premium maneuverability, optimized fuel consumption and powerful integrated retarder. Job site movement with full counterweight saves setup time. The GMK5250L is designed with a self-rigging auxiliary hoist, saving time and costs associated with operating an assist crane. Available swingaway configurations and extensions provide excellent flexibility and reach with up to 37,3 m (121 ft) and a 50° offset to reach over obstacles. Higher utilization with load charts usually offered by six-axle cranes. 4 Dimensions ����������������������������������������������������������������������������������������������������������5 Weights �������������������������������������������������������������������������������������������������������������10 Data ����������������������������������������������������������������������������������������������������������������12 Working range (Main boom) ������������������������������������������������������������������������������������������13 Load chart (Main boom) ��������������������������������������������������������������������������������������������14 Working range (Main boom and bi-fold swingaway) ���������������������������������������������������������������������26 Load chart (Main boom and bi-fold swingaway) ������������������������������������������������������������������������27 Working range (Main boom, inserts and bi-fold swingaway with insert) ���������������������������������������������������37 Load chart (Main boom, inserts and bi-fold swingaway with insert) ������������������������������������������������������38 Specifications ������������������������������������������������������������������������������������������������������40 Symbols glossary ����������������������������������������������������������������������������������������������������41 Contents 5Grove GMK5250L Dimensions A A 130 mm**B C D E F α β β1 385/95 R25 3950 (13.0)3820 (12.5)3000 (9.8)2570 (8.4)1822 (6.0)486 (1.6)228 (0.8)14 8 6 445/95 R25 4000 (13.1)3870 (12.7)3000 (9.8)2510 (8.2)1872 (6.1)536 (1.8)278 (0.9)16 10 8 525/80 R25 4000 (13.1)3870 (12.7)3100 (10.2)2530 (8.3)1872 (6.1)536 (1.8)278 (0.9)16 10 8 Ra = Radius all wheels steered ** Lowered . . . . . .. . .. . . R . Ra . R . R a .R .R .Ra .R .B . . . . . . . . . . .EF C . .Ra . . . . . . .. . .. . . R . Ra . R . R a .R .R .Ra .R .B . . . . . . . . . . .EF C . .Ra .Dimensions shown are in mm (ft). Dimensions shown are in mm (ft). 6 Dimensions Counterweight . . . . . . . Z Y X W V U T Z 7,0 t (7.7 USt) Y 4,5 t (5.0 USt) X 4,75 t (5.2 USt) W 9,5 t (10.5 USt) V 10,0 t (11.0 USt) U 10,0 t (11.0 USt) T 5,0 t (5.5 USt) 7,0 t (7.7 USt)x 16,5 t (18.2 USt)x 2 x 21,0 t (23.1 USt)x x 2 x 26,0 t (28.7 USt)x 2 x x 30,5 t (33.6 USt)x x 2 x x 35,5 t (39.1 USt)x 2 x 2 x 40,0 t (44.1 USt)x x 2 x 2 x 45,5 t (50.2 USt)x 2 x 2 x x 50,0 t (55.1 USt)x x 2 x 2 x x 70,0 t (77.2 USt)x x 2 x 2 x x 2 x 80,0 t (88.2 USt)x x 2 x 2 x x 2 x 2 x Dimensions shown are in mm (ft). 7Grove GMK5250L Dimensions Auxiliary hoist Hose reel . . . . . . . . .“ Dimensions shown are in mm (ft). Dimensions shown are in mm (ft). kg (lb)2255 (4972) kg (lbs)185 (408) 8 Dimensions Jib combinations , m ft A B , m ft A B C , m ft A B C D , m ft A B C D D , m ft A B E , m ft , m ft A B C E A B C D E L x W x h kg / lb A 4,2 x 1,0 x 1,6 m (18.8’ x 3.3’ x 5.3’)1760 / 3880 B 8,7 x 7,2 x 1,1 m (28.5’ x 23.6’ x 3.6’)712 / 1570 C 9,0 x 0,5 x 0,9 m (29.5’ x 1.6’ x 3.0’)525 / 1158 D 8,2 x 0,7 x 1,2 m (26.9’ x 2.3’ x 3.6’)650 / 1433 E 8,2 x 0,9 x 1,2 m (26.9’ x 3.0’ x 3.9’)715 / 1576 Dimensions shown are in mm (ft). 9Grove GMK5250L Dimensions Transport proposal 2 x D E 2 x X U T 1300 kg (2866 lb)715 kg (1576 lb)4,75 t (5.24 USt)10 t (11 USt)5 t (5.5 USt) A B C V 2 x W 1760 kg (3880 lb)712 kg (1570 lb)525 kg (1158 lb)10 t (11 USt)9,5 t (10.5 USt) Z Y H U T 7 t (7.7 USt)4,5 t (5.0 USt)2550 kg (4960 lb)10 t (11 USt)5 t (5.5 USt) 10 Weights Boom over front Basic Weights - kg (lb)Axles 1 and 2 Axles 3-5 Total Mercedes power Tier 4 Final, 16.00 R25 tires, 10x6x10 drive/ steer, 2nd oil cooler, nylatron outrigger pads, full fuel tank.23.240 kg (51,220 lb)35.760 kg (78,840 lb)58.990 kg (130,050) Additions 10X8X10 drive/steer 182 kg (401 lb)209 kg (460 lb)209 kg (861 lb) Spare wheel 14.00 R25 XGC steel rim with stowage -224 kg (-493 lb)509 kg (1122 lb)285 kg (628 lb) Spare wheel 16.00 R25 XGC steel rim with stowage -265 kg (-585 lb)603 kg (1330 lb)338 kg (745 lb) Spare wheel 20.5 R25 XGC steel rim with stowage -315 kg (-694 lb)716 kg (1578 lb)401 kg (884 lb) Brackets for hydraulic swingaway 207 kg (456 lb)3 kg (7 lb)210 kg (463 lb) Hose reel for hydraulic swingaway 270 kg (596 lb)-85 kg (-188 lb)185 kg (408 lb) 12,5 m - 21,3 m (39 ft - 69 ft) hydraulic swingaway 2998 kg (6609 lb)-146 kg (-321 lb)2852 kg (6288 lb) Auxiliary hoist -2098 kg (-4626 lb)4353 kg (9597 lb)2255 kg (4971 lb) 7000 kg (15,400 lb) base plate stowed on carrier 4770 kg (10,515 lb)1943 kg (4285 lb)6713 kg (14,800 lb) 7000 kg (15,400 lb) base plate fixed to turntable -5306 kg (-11,700 lb)-4349 kg (26,500 lb)6713 kg (14,800 lb) Substitutions 14.00R25 tires -212 kg (-468 lb)-318 kg (-702 lb)530 kg (-1170 lb) 20..5R25 tires 252 kg (556 lb)378 kg (834 lb)630 kg (1390 lb) Removals Boom assembly w/o lift cylinder -14.242 kg (-31,399 lb)-6514 kg (-14,361 lb)-20.756 kg (-45,760 lb) Front outriggers -2063 kg (-4549 lb)-15 kg (-34 lb)-2078 kg (-4583 lb) Rear outriggers 1772 kg (3907 lb)-4349 kg (-9588 lb)-2577 kg (-5681 lb) Front and rear nylatron outrigger floats -18 kg (-40 lb)-36 kg (-80 lb)-54 kg (-120 lb) Dimensions shown are in mm (ft). . . . . .. . .. 11Grove GMK5250L Weights . . . . . . . . . . . .Trailing Boom Basic Weights - kg (lb)Axles 1 and 2 Axles 3-5 Dolly Total GMK 5250L Mercedes power Tier 4 Final with:20.5R25 tires, 10x8x10 drive/steer, 12,5 m-21,3m (39-69 ft) hydraulic luffing swingaway, 2 line boom nose, 2nd oil cooler, nylatron outrigger pads, auxiliary hoist, full fuel tank, 3 axle boom dolly (4309 kg / 9400 lb)" 18.851 kg (41,560 lb)30.386 kg (66,990 lb)20.752 kg (45,750 lb)69.990 kg (154,300 lb) Additions 7000 kg (15,400 lb) base plate stowed on carrier 4770 kg (10,515 lb)1943 kg (4285 lb)0 kg (0 lb)6713 kg (14,800 lb) 7000 kg (15,400 lb) base plate fixed to turntable 4770 kg (10,515 lb)1943 kg (4285 lb)0 kg (0 lb)6713 kg (14,800 lb) Removals Brackets for hydraulic swingaway incl. hose reel -27 kg (-60 lb)-41 kg (-90 lb)-331 kg (-730 lb)-399 kg (-880 lb) 12,5 m - 21,3 m (39 ft - 69 ft) hydraulic swingaway -318 kg (-700 lb)-394 kg (-870 lb)-2140 kg (-4718 lb)-2852 kg (-6288 lb) Auxiliary hoist -1917 kg (-4227 lb)-337 kg (-744 lb)0 kg (0 lb)-2254 kg (-4971 lb) 2 line boom nose 18 kg (40 lb)27 kg (60 lb)-260 kg (-574 lb)-215 kg (-474 lb) Front outriggers -2063 kg (-4549 lb)-15 kg (-34 lb)0 kg (0 lb)-2078 kg (-4583 lb) Rear outriggers 1772 kg (3907 lb)-4349 kg (-9588 lb)0 kg (0 lb)-2577 kg (-5681 lb) Front and rear nylatron outrigger floats -18 kg (-40 lb)-36 kg (-80 lb)0 kg (0 lb)-54 kg (-120 lb) Substitutions 10X6X10 drive/steer -182 kg (-401 lb)-208 kg (-460 lb)0 kg (0 lb)-390 kg (-861 lb) 14.00R25 tires -464 kg (-1023 lb)-696 kg (-1535 lb)0 kg (0 lb)-1160 kg (-2558 lb) 16..00R25 tires -252 kg (-555 lb)-378 kg (-834 lb)0 kg (0 lb)-630 kg (-1389 lb) Dimensions shown are in mm (ft). 12 Data + + * Theorical gradeability Lifting Capacity Sheaves Weight Parts of line Possible load with crane* 200 t (220 USt)9 2400 kg (5291 lb)2-18 n 180 t (198 USt) n 160 t (176 USt)7 1750 kg (3858 lb)2-15 150 t (165 USt) 125 t (137 USt)5 1650 kg (3638 lb)2 - 11 110 t (121 USt) 80 t (88 USt)3 950 kg (2095 lb)2 - 7 70 t (77 USt) 32 t (35 USt)1 600 kg (1323 lb)2 - 3 30 t (33 USt) 12 t (13 USt)H/B 300 kg (662 lb)1 10 t (11 USt) * varies depending on national regulationsn 0° over rear with additional equipment Infinitely variable Rope Max. single line pull 0 - 125 m/min (0 - 410 FPm) 0 - 125 m/min (0 - 410 FPm) 0 - 1,45 min-1 -1,5° to + 82° 13,3 to 70,0 m (43.6 to 229.7 ft) Single line approx. 65 s Single line approx. 515 s 22 mm/300 m (22 mm/984 ft)93.5 kN (21,020 lb) 93.5 kN (21,020 lb) 1 2 3 4 5 6 7 8 9 10 11 12 R 3.4 4.3 5.6 7.2 9.1 11.7 15.5 19.9 25.5 32.9 41.6 52.8 3.7 50 % 14.00R25 (385/95R25), 16.00R25 (445/95R25), 20.5R25 (525/80R25) mp/h 22 mm/300 m (22 mm/1083 ft) 13Grove GMK5250L Hook block t (USt)H 200 D (220 D)3800 mm (12.5 ft) 160 D (176 D)3650 mm (12.0 ft) 125 D (138 D) 3600 mm (11.8 ft) 80 E/D (88 E/D)3600 mm (11.8 ft) 32 E (35 E)3400 mm (11.2 ft) 12 H/B (13 H/B)2800 mm (9.2 ft) 13,3 m - 70,0 m (44 ft - 229.7 ft) Working range Main boom 80 t (176,300 lb)7,8 m (25.6 ft)360° THIS CHART IS ONLY A GUIDE AND SHOULD NOT BE USED TO OPERATE THE CRANE. The individual crane’s load chart, operating instructions and other instructional plates must be read and understood prior to operating the crane . ft . ft . ft . ft . ft . ft . ft . ft . ft . ft . ft °. ft . ft .* . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 84.0 . . . . .. . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ft . . . . .. . .. . .. . . ft . .. . . . . . . 14 * Over rear with special equipment Feet 43.5 60.9 77.4 93.6 109.9 124.5 138.8 149.1 160.2 171.8 184.4 198.3 212.0 219.4 229.7 Feet 8.0 600.0*8.09.0 382.0 9.010.0 360.0 322.0 294.0 10.015.0 284.0 284.0 254.0 220.0 139.0 15.0 20.0 232.0 232.0 228.0 199.0 165.0 130.0 111.0 20.025.0 195.0 196.0 192.0 176.0 154.0 129.0 111.0 97.0 25.030.0 166.0 167.0 164.0 156.0 138.0 122.0 108.0 96.0 82.0 68.0 40.8 30.035.0 40.8 144.0 141.0 140.0 124.0 113.0 102.0 91.0 80.0 68.0 57.0 47.0 35.0 40.0 126.0 123.0 125.0 112.0 103.0 95.0 84.0 76.0 68.0 57.0 47.0 40.0 35.0 32.0 40.0 45.0 109.0 108.0 110.0 102.0 95.0 89.0 77.0 72.0 66.0 57.0 47.0 40.0 35.0 32.0 45.050.0 78.0 98.0 96.0 93.0 87.0 83.0 71.0 67.0 62.0 56.0 47.0 40.0 35.0 32.0 50.055.0 87.0 86.0 85.0 80.0 78.0 65.0 62.0 59.0 54.0 47.0 40.0 35.0 32.0 55.060.0 78.0 76.0 78.0 74.0 73.0 60.0 57.0 55.0 51.0 45.0 39.6 35.0 32.0 60.0 65.0 62.0 69.0 70.0 68.0 68.0 55.0 53.0 52.0 48.0 43.4 38.4 34.8 32.0 65.070.0 63.0 64.0 64.0 63.0 51.0 49.0 48.0 45.0 41.6 37.0 34.2 31.8 70.075.0 59.0 58.0 60.0 59.0 47.0 45.0 45.0 43.0 39.8 35.6 33.2 31.8 75.080.0 49.0 53.0 55.0 55.0 43.4 41.8 42.0 40.4 37.8 34.2 32.0 31.4 80.0 85.0 6.2 49.0 51.0 52.0 40.4 38.8 39.4 37.6 36.0 33.0 30.6 30.2 85.0 90.0 45.0 46.0 48.0 38.0 36.4 37.0 35.4 34.2 31.8 29.4 28.8 90.095.0 40.0 42.4 44.0 35.6 34.0 34.8 33.2 32.4 30.6 28.0 27.6 95.0100.0 15.8 39.0 40.8 33.2 31.8 32.6 31.2 30.6 29.4 26.8 26.4 100.0105.0 36.0 37.8 31.4 30.0 30.6 29.4 29.0 28.2 25.8 25.2 105.0 110.0 31.8 35.0 29.4 28.2 28.8 27.4 27.4 26.8 24.6 24.0 110.0115.0 16.4 32.4 27.8 26.4 27.2 25.8 25.8 25.6 23.4 22.8 115.0120.0 30.2 26.2 24.8 25.6 24.4 24.4 24.2 22.4 21.4 120.0125.0 25.6 24.6 23.2 24.0 22.8 22.8 23.0 21.6 20.4 125.0 130.0 2.4 23.0 21.8 22.4 21.2 21.4 21.6 20.8 19.4 130.0 135.0 21.0 20.4 21.2 20.0 20.2 20.4 20.0 18.6 135.0140.0 13.0 19.4 20.2 19.0 19.2 19.4 19.2 17.6 140.0145.0 18.2 19.0 17.8 18.0 18.4 18.4 16.8 145.0150.0 12.0 18.2 17.0 17.4 17.6 17.6 16.0 150.0 155.0 17.4 16.2 16.6 16.8 16.8 15.4 155.0 160.0 16.8 15.2 16.0 15.8 15.8 14.6 160.0165.0 16.0 14.4 15.2 15.0 15.0 13.8 165.0170.0 12.8 14.6 14.2 14.4 13.2 170.0175.0 3.6 14.0 13.6 13.6 12.6 175.0 180.0 13.4 12.8 13.0 12.0 180.0 185.0 13.0 12.2 12.4 11.4 185.0190.0 8.4 11.6 11.8 11.0 190.0195.0 11.0 11.2 10.4 195.0 200.0 9.8 10.6 10.0 200.0 205.0 5.0 8.0 9.4 205.0210.0 9.0 210.0215.0 6.4 215.0 Load charts Main boom 13,3 m - 70,0 m (44 ft - 229.7 ft)80 t (176,300 lb)7,8 m (25.6 ft)360° THIS CHART IS ONLY A GUIDE AND SHOULD NOT BE USED TO OPERATE THE CRANE. The individual crane’s load chart, operating instructions and other instructional plates must be read and understood prior to operating the crane Pounds x 1000 15Grove GMK5250L Feet 43.5 60.9 77.4 93.6 109.9 124.5 138.8 149.1 160.2 171.8 184.4 198.3 212.0 219.4 229.7 Feet 9.0 378.0 9.010.0 358.0 322.0 294.0 10.015.0 282.0 280.0 254.0 220.0 139.0 15.020.0 230.0 230.0 226.0 199.0 165.0 130.0 110.0 20.0 25.0 192.0 193.0 190.0 176.0 154.0 129.0 111.0 97.0 25.030.0 163.0 164.0 161.0 156.0 138.0 122.0 108.0 96.0 82.0 68.0 40.8 30.035.0 40.8 141.0 138.0 140.0 124.0 113.0 102.0 91.0 80.0 68.0 57.0 47.0 35.040.0 122.0 119.0 121.0 112.0 103.0 95.0 84.0 76.0 68.0 57.0 47.0 40.0 35.0 32.0 40.0 45.0 106.0 106.0 104.0 102.0 95.0 89.0 77.0 72.0 66.0 57.0 47.0 40.0 35.0 32.0 45.0 50.0 78.0 93.0 91.0 93.0 87.0 83.0 71.0 67.0 62.0 56.0 47.0 40.0 35.0 32.0 50.055.0 82.0 81.0 83.0 80.0 78.0 65.0 62.0 59.0 54.0 47.0 40.0 35.0 32.0 55.060.0 74.0 73.0 74.0 74.0 73.0 60.0 57.0 55.0 51.0 45.0 39.6 35.0 32.0 60.065.0 62.0 67.0 66.0 67.0 68.0 55.0 53.0 52.0 48.0 43.4 38.4 34.8 32.0 65.0 70.0 61.0 59.0 61.0 61.0 51.0 49.0 48.0 45.0 41.6 37.0 34.2 31.8 70.075.0 55.0 53.0 55.0 56.0 47.0 45.0 45.0 43.0 39.8 35.6 33.2 31.8 75.080.0 49.0 50.0 49.0 51.0 43.4 41.8 42.0 40.4 37.8 34.2 32.0 31.4 80.085.0 6.2 47.0 45.0 47.0 40.4 38.8 39.4 37.6 36.0 33.0 30.6 30.2 85.0 90.0 42.6 41.8 42.6 38.0 36.4 37.0 35.4 34.2 31.8 29.4 28.8 90.0 95.0 38.6 39.6 39.0 35.6 34.0 34.8 33.2 32.4 30.6 28.0 27.6 95.0100.0 23.2 37.4 35.8 33.2 31.8 32.6 31.2 30.6 29.4 26.8 26.4 100.0105.0 6.0 34.8 33.0 31.4 30.0 30.6 29.4 29.0 28.2 25.8 25.2 105.0110.0 29.2 30.2 29.0 28.2 28.8 27.4 27.4 26.8 24.6 24.0 110.0 115.0 16.4 27.8 26.6 26.4 27.2 25.8 25.8 25.6 23.4 22.8 115.0120.0 25.6 24.4 24.2 25.6 24.4 24.4 24.2 22.4 21.4 120.0125.0 23.6 22.4 22.2 23.8 22.8 22.8 23.0 21.6 20.4 125.0130.0 2.4 20.6 20.4 22.0 21.2 21.4 21.6 20.8 19.4 130.0 135.0 19.0 18.6 20.2 19.4 20.2 20.4 20.0 18.6 135.0 140.0 13.0 17.2 19.2 18.0 19.0 19.4 19.2 17.6 140.0145.0 15.6 18.4 16.4 18.0 18.4 18.4 16.8 145.0150.0 12.0 18.0 15.4 17.4 17.4 17.6 16.0 150.0155.0 11.6 17.4 14.8 16.6 16.0 16.4 15.4 155.0 160.0 16.4 14.2 15.8 14.8 15.2 14.6 160.0 165.0 15.2 13.4 14.6 13.8 14.2 13.8 165.0170.0 12.8 13.6 12.8 13.0 12.6 170.0175.0 3.6 12.8 12.2 12.2 11.8 175.0180.0 11.8 11.8 11.2 10.8 180.0 185.0 11.0 11.2 10.4 10.0 185.0 190.0 8.4 10.4 9.6 9.2 190.0195.0 9.6 8.8 8.4 195.0200.0 8.8 8.2 7.6 200.0 205.0 5.0 7.4 7.0 205.0 210.0 6.4 210.0 Load charts Main boom 13,3 m - 70,0 m (44 ft - 229.7 ft)70 t (154,300 lb)7,8 m (25.6 ft)360° THIS CHART IS ONLY A GUIDE AND SHOULD NOT BE USED TO OPERATE THE CRANE. The individual crane’s load chart, operating instructions and other instructional plates must be read and understood prior to operating the crane Pounds x 1000 16 13,3 m - 70,0 m (44 ft - 229.7 ft)50 t (110,200 lb)7,8 m (25.6 ft)360° THIS CHART IS ONLY A GUIDE AND SHOULD NOT BE USED TO OPERATE THE CRANE. The individual crane’s load chart, operating instructions and other instructional plates must be read and understood prior to operating the crane Load charts Main boom Feet 43.5 60.9 77.4 93.6 109.9 124.5 138.8 149.1 160.2 171.8 184.4 198.3 212.0 219.4 229.7 Feet 9.0 370.0 9.0 10.0 350.0 322.0 294.0 10.0 15.0 276.0 274.0 254.0 220.0 139.0 15.020.0 222.0 224.0 220.0 199.0 165.0 130.0 111.0 20.025.0 185.0 186.0 183.0 176.0 154.0 129.0 111.0 97.0 25.0 30.0 153.0 154.0 151.0 147.0 138.0 122.0 108.0 96.0 82.0 68.0 40.8 30.0 35.0 40.8 129.0 128.0 120.0 117.0 113.0 102.0 91.0 80.0 68.0 57.0 47.0 35.040.0 111.0 107.0 104.0 98.0 97.0 95.0 84.0 76.0 68.0 57.0 47.0 40.0 35.0 32.0 40.045.0 93.0 91.0 90.0 86.0 83.0 83.0 77.0 72.0 66.0 57.0 47.0 40.0 35.0 32.0 45.050.0 71.0 80.0 78.0 77.0 74.0 72.0 70.0 67.0 62.0 56.0 47.0 40.0 35.0 32.0 50.0 55.0 68.0 68.0 68.0 68.0 64.0 61.0 60.0 59.0 54.0 47.0 40.0 35.0 32.0 55.0 60.0 59.0 62.0 60.0 61.0 57.0 54.0 53.0 52.0 51.0 45.0 39.6 35.0 32.0 60.065.0 52.0 55.0 53.0 55.0 51.0 48.0 47.0 48.0 46.0 43.4 38.4 34.8 32.0 65.070.0 48.0 47.0 49.0 45.0 43.2 42.2 43.0 41.4 41.6 37.0 34.2 31.8 70.0 75.0 43.2 42.0 44.0 41.0 38.8 37.8 38.8 37.4 37.6 35.6 33.2 31.8 75.0 80.0 37.2 37.4 39.8 37.0 35.0 34.2 35.2 33.8 34.0 34.2 32.0 31.4 80.085.0 6.2 33.6 35.8 33.6 31.6 30.8 31.8 31.2 32.6 31.8 30.6 30.2 85.090.0 30.2 32.4 32.2 28.8 28.0 29.6 29.6 30.4 29.0 29.0 28.2 90.095.0 27.2 29.4 30.8 26.0 25.4 28.4 28.0 28.0 26.8 26.6 25.8 95.0 100.0 15.8 26.8 28.4 23.2 23.0 27.0 26.4 25.6 25.4 24.4 23.8 100.0 105.0 24.4 26.0 20.8 21.2 24.8 24.8 23.6 23.4 22.4 21.8 105.0110.0 22.2 23.8 19.4 20.0 23.0 23.2 21.8 21.6 20.6 20.0 110.0115.0 16.2 21.8 18.6 19.0 21.2 21.8 20.2 19.8 19.0 18.4 115.0 120.0 20.2 17.8 18.0 19.4 20.2 18.8 18.4 17.6 16.8 120.0 125.0 18.6 17.0 17.2 17.8 18.6 17.8 17.0 16.2 15.4 125.0130.0 2.4 16.2 16.4 16.2 17.0 16.8 15.6 14.8 14.2 130.0135.0 15.6 15.6 15.0 15.8 16.0 14.4 13.6 13.0 135.0140.0 13.0 15.0 13.6 15.0 14.6 13.4 12.6 12.0 140.0 145.0 14.2 12.4 14.4 13.6 12.2 11.4 10.8 145.0 150.0 12.0 11.4 13.4 12.4 11.2 10.4 10.0 150.0155.0 11.6 10.4 12.4 11.4 10.0 9.4 9.0 155.0160.0 9.4 11.4 10.4 9.2 8.4 8.0 160.0165.0 8.6 10.6 9.6 8.2 7.6 7.2 165.0 170.0 9.8 8.8 7.4 6.6 6.2 170.0175.0 3.6 8.0 6.6 6.0 5.6 175.0180.0 7.2 6.0 5.2 4.8 180.0185.0 6.6 5.2 4.6 4.2 185.0190.0 4.4 4.6 3.8 3.4 190.0 195.0 4.0 3.2 2.8 195.0200.0 3.4 2.8 2.2 200.0205.0 3.0 2.2 205.0 Pounds x 1000 17Grove GMK5250L 13,3 m - 70,0 m (44 ft - 229.7 ft)45,5 t (100,300 lb)7,8 m (25.6 ft)360° THIS CHART IS ONLY A GUIDE AND SHOULD NOT BE USED TO OPERATE THE CRANE. The individual crane’s load chart, operating instructions and other instructional plates must be read and understood prior to operating the crane Load charts Main boom Feet 43.5 60.9 77.4 93.6 109.9 124.5 138.8 149.1 160.2 171.8 184.4 198.3 212.0 219.4 229.7 Feet 9.0 368.0 9.0 10.0 348.0 322.0 294.0 10.0 15.0 274.0 274.0 254.0 220.0 139.0 15.020.0 222.0 222.0 219.0 199.0 165.0 130.0 111.0 20.025.0 183.0 184.0 181.0 176.0 154.0 129.0 111.0 97.0 25.0 30.0 149.0 150.0 149.0 138.0 134.0 122.0 108.0 96.0 82.0 68.0 40.8 30.0 35.0 40.8 125.0 121.0 117.0 109.0 108.0 102.0 91.0 80.0 68.0 57.0 47.0 35.040.0 105.0 100.0 98.0 95.0 91.0 90.0 84.0 76.0 68.0 57.0 47.0 40.0 35.0 32.0 40.045.0 87.0 88.0 84.0 83.0 80.0 78.0 74.0 72.0 66.0 57.0 47.0 40.0 35.0 32.0 45.050.0 65.0 74.0 73.0 72.0 73.0 68.0 65.0 63.0 62.0 56.0 47.0 40.0 35.0 32.0 50.0 55.0 63.0 66.0 63.0 64.0 59.0 57.0 55.0 54.0 54.0 47.0 40.0 35.0 32.0 55.0 60.0 57.0 58.0 56.0 57.0 52.0 50.0 49.0 49.0 48.0 45.0 39.6 35.0 32.0 60.065.0 50.0 50.0 49.0 51.0 47.0 44.0 43.2 44.0 42.4 42.4 38.4 34.8 32.0 65.070.0 45.0 43.4 45.0 41.6 39.4 38.4 39.4 37.8 38.0 37.0 34.2 31.8 70.0 75.0 40.2 38.4 40.8 37.4 35.4 34.4 35.4 34.2 35.4 35.0 33.2 31.8 75.0 80.0 35.4 34.2 36.6 35.2 31.8 30.8 32.6 32.6 33.2 31.8 31.8 30.8 80.085.0 6.2 30.4 32.8 33.6 28.6 27.8 31.0 31.2 30.2 29.6 28.8 28.0 85.090.0 27.2 29.6 31.4 25.8 25.4 29.0 29.6 27.6 27.2 26.4 25.6 90.095.0 24.4 26.8 28.4 23.2 23.8 26.6 27.2 25.4 25.0 24.0 23.2 95.0 100.0 15.8 24.2 25.8 21.4 22.4 24.4 25.0 24.0 22.8 22.0 21.2 100.0 105.0 22.0 23.6 20.4 21.2 22.4 23.0 22.6 21.0 20.2 19.4 105.0110.0 20.0 21.6 19.4 20.0 20.6 21.4 21.0 19.2 18.4 17.8 110.0115.0 14.0 19.8 18.6 19.0 19.0 19.6 19.6 17.8 16.8 16.2 115.0 120.0 18.0 17.8 18.0 17.4 18.2 18.0 16.2 15.4 14.8 120.0 125.0 16.6 17.0 17.2 15.8 17.2 16.8 15.0 14.2 13.4 125.0130.0 2.4 16.2 16.4 14.4 16.4 15.4 13.8 13.0 12.2 130.0135.0 15.6 15.6 13.0 15.2 14.2 12.6 11.8 11.2 135.0140.0 13.0 14.4 11.8 14.0 13.0 11.6 10.8 10.2 140.0 145.0 13.4 10.8 12.8 11.8 10.4 9.8 9.2 145.0 150.0 12.0 9.8 11.8 10.8 9.4 8.8 8.2 150.0155.0 11.6 8.8 10.8 9.8 8.6 7.8 7.4 155.0160.0 8.0 10.0 9.0 7.6 6.8 6.4 160.0165.0 7.2 9.0 8.0 6.8 6.0 5.6 165.0 170.0 8.4 7.4 6.0 5.2 4.8 170.0175.0 3.6 6.6 5.2 4.6 4.2 175.0180.0 5.8 4.6 3.8 3.4 180.0185.0 5.2 4.0 3.2 2.8 185.0190.0 3.2 3.4 2.6 2.2 190.0 195.0 2.8 2.0 195.0200.0 2.2 200.0 Pounds x 1000 18 13,3 m - 70,0 m (44 ft - 229.7 ft)40 t (88,100 lb)7,8 m (25.6 ft)360° THIS CHART IS ONLY A GUIDE AND SHOULD NOT BE USED TO OPERATE THE CRANE. The individual crane’s load chart, operating instructions and other instructional plates must be read and understood prior to operating the crane Load charts Main boom Feet 43.5 60.9 77.4 93.6 109.9 124.5 138.8 149.1 160.2 171.8 184.4 198.3 212.0 219.4 229.7 Feet 9.0 366.0 9.010.0 346.0 322.0 294.0 10.015.0 272.0 272.0 254.0 220.0 139.0 15.020.0 219.0 220.0 217.0 199.0 165.0 130.0 111.0 20.0 25.0 178.0 180.0 174.0 164.0 154.0 129.0 111.0 97.0 25.030.0 144.0 146.0 138.0 131.0 123.0 120.0 108.0 96.0 82.0 68.0 40.8 30.035.0 40.8 120.0 111.0 108.0 106.0 99.0 98.0 91.0 80.0 68.0 57.0 47.0 35.040.0 96.0 96.0 90.0 89.0 87.0 83.0 79.0 76.0 68.0 57.0 47.0 40.0 35.0 32.0 40.0 45.0 79.0 80.0 80.0 76.0 76.0 71.0 68.0 66.0 64.0 57.0 47.0 40.0 35.0 32.0 45.0 50.0 64.0 67.0 70.0 65.0 66.0 61.0 58.0 57.0 57.0 55.0 47.0 40.0 35.0 32.0 50.055.0 60.0 60.0 57.0 58.0 53.0 51.0 49.0 50.0 48.0 47.0 40.0 35.0 32.0 55.060.0 52.0 52.0 50.0 51.0 47.0 45.0 43.4 44.0 42.4 42.4 39.6 35.0 32.0 60.065.0 45.0 46.0 44.0 46.0 41.6 39.4 38.4 39.2 37.8 38.4 38.4 34.8 32.0 65.0 70.0 42.8 38.8 40.8 39.2 35.0 34.0 36.0 36.0 36.0 34.4 34.2 31.8 70.075.0 38.2 34.0 36.6 37.2 31.2 30.4 34.2 34.2 32.6 32.0 31.0 30.0 75.080.0 31.4 30.2 32.6 34.0 27.8 28.8 31.0 31.6 29.8 29.0 28.0 27.2 80.085.0 6.2 26.8 29.2 31.0 25.6 27.2 28.0 28.8 28.2 26.4 25.4 24.6 85.0 90.0 25.0 26.2 27.8 24.2 25.4 25.6 26.2 26.0 24.0 23.0 22.2 90.0 95.0 21.2 23.4 25.2 22.8 23.8 23.4 24.0 23.8 21.8 21.0 20.2 95.0100.0 14.8 21.2 22.8 21.4 22.4 21.4 22.2 21.8 19.8 19.0 18.2 100.0105.0 19.0 20.6 20.4 21.2 19.4 21.0 20.0 18.2 17.2 16.6 105.0110.0 17.2 18.8 19.4 20.0 17.8 19.8 18.4 16.6 15.6 15.0 110.0 115.0 11.4 17.0 18.6 19.0 16.4 18.4 16.8 15.0 14.2 13.6 115.0120.0 15.6 17.8 17.4 14.8 17.0 15.6 13.8 13.0 12.2 120.0125.0 14.2 16.6 16.0 13.4 15.4 14.2 12.6 11.8 11.0 125.0130.0 15.2 14.6 12.0 14.2 13.2 11.4 10.6 10.0 130.0 135.0 14.0 13.6 10.8 13.0 12.0 10.4 9.6 9.0 135.0 140.0 13.0 12.4 9.8 11.8 10.8 9.4 8.6 8.0 140.0145.0 11.4 8.8 10.8 9.8 8.4 7.6 7.0 145.0150.0 10.6 7.8 9.8 8.8 7.4 6.8 6.2 150.0155.0 9.6 7.0 8.8 7.8 6.6 5.8 5.4 155.0 160.0 6.2 8.0 7.0 5.8 5.0 4.6 160.0 165.0 5.4 7.2 6.2 5.0 4.2 3.8 165.0170.0 6.6 5.6 4.2 3.6 3.2 170.0175.0 3.6 4.8 3.6 2.8 2.4 175.0180.0 4.2 3.0 2.2 180.0 185.0 3.6 2.4 185.0 Pounds x 1000 19Grove GMK5250L 13,3 m - 70,0 m (44 ft - 229.7 ft)35,5 t (78,200 lb)7,8 m (25.6 ft)360° THIS CHART IS ONLY A GUIDE AND SHOULD NOT BE USED TO OPERATE THE CRANE. The individual crane’s load chart, operating instructions and other instructional plates must be read and understood prior to operating the crane Load charts Main boom Feet 43.5 60.9 77.4 93.6 109.9 124.5 138.8 149.1 160.2 171.8 184.4 198.3 212.0 219.4 229.7 Feet 9.0 366.0 9.010.0 346.0 322.0 294.0 10.015.0 270.0 270.0 254.0 220.0 139.0 15.020.0 217.0 218.0 215.0 199.0 165.0 130.0 111.0 20.0 25.0 175.0 176.0 168.0 153.0 146.0 129.0 111.0 97.0 25.030.0 139.0 141.0 129.0 124.0 118.0 112.0 108.0 96.0 82.0 68.0 40.8 30.035.0 40.8 111.0 108.0 101.0 99.0 95.0 91.0 87.0 80.0 68.0 57.0 47.0 35.040.0 88.0 89.0 88.0 82.0 82.0 76.0 72.0 70.0 68.0 57.0 47.0 40.0 35.0 40.0 45.0 74.0 74.0 74.0 70.0 70.0 65.0 62.0 60.0 60.0 57.0 47.0 40.0 35.0 32.0 45.0 50.0 60.0 64.0 64.0 60.0 61.0 56.0 53.0 51.0 52.0 50.0 47.0 40.0 35.0 32.0 50.055.0 55.0 55.0 52.0 53.0 48.0 46.0 45.0 45.0 43.6 43.6 40.0 35.0 32.0 55.060.0 47.0 49.0 45.0 47.0 44.0 40.2 39.0 40.0 39.6 40.2 39.0 35.0 32.0 60.065.0 41.0 44.0 40.0 41.2 41.4 35.4 34.4 37.8 37.8 36.2 35.0 34.6 32.0 65.0 70.0 34.8 36.8 37.8 31.2 32.2 34.2 34.8 33.6 32.0 31.0 32.0 70.075.0 30.6 33.0 34.0 29.0 30.4 30.8 31.4 31.0 28.8 27.8 30.0 75.080.0 27.6 29.4 30.8 27.2 28.8 27.8 28.6 28.2 26.0 25.0 26.8 80.085.0 26.2 26.0 27.8 25.6 27.2 25.0 26.8 25.6 23.4 22.6 24.2 85.0 90.0 25.0 23.2 25.0 24.2 25.4 22.8 24.8 23.2 21.2 20.4 21.6 90.0 95.0 18.6 20.8 22.4 22.8 23.8 20.6 22.6 21.2 19.2 18.4 19.6 95.0100.0 12.2 18.6 20.2 21.4 22.2 18.8 20.8 19.2 17.4 16.6 17.6 100.0105.0 17.6 18.2 20.4 20.2 17.0 19.0 17.6 15.8 15.0 15.8 105.0110.0 15.2 17.2 19.0 18.4 15.4 17.6 16.0 14.2 13.4 14.2 110.0 115.0 9.2 16.4 17.4 17.0 14.0 16.0 14.6 13.0 12.0 12.8 115.0120.0 14.0 16.0 15.4 12.6 14.8 13.4 11.6 10.8 11.4 120.0125.0 13.4 14.8 14.2 11.4 13.4 12.2 10.6 9.6 10.2 125.0130.0 2.4 13.6 12.8 10.2 12.2 11.2 9.4 8.6 9.0 130.0 135.0 12.6 11.8 9.0 11.0 10.0 8.4 7.6 8.0 135.0 140.0 11.6 10.8 8.0 10.0 9.0 7.6 6.8 7.0 140.0145.0 9.8 7.0 9.0 8.0 6.8 6.0 6.2 145.0150.0 8.8 6.2 8.2 7.2 5.8 5.0 5.4 150.0155.0 8.0 5.4 7.2 6.4 5.0 4.2 4.6 155.0 160.0 4.6 6.6 5.6 4.2 3.4 3.8 160.0 165.0 3.8 5.8 4.8 3.4 2.8 3.0 165.0170.0 5.2 4.2 2.8 2.0 2.4 170.0175.0 3.4 3.4 2.2 175.0180.0 3.0 180.0 185.0 2.4 185.0 Pounds x 1000 20 13,3 m - 70,0 m (44 ft - 229.7 ft)30 t (67,200 lb)7,8 m (25.6 ft)360° THIS CHART IS ONLY A GUIDE AND SHOULD NOT BE USED TO OPERATE THE CRANE. The individual crane’s load chart, operating instructions and other instructional plates must be read and understood prior to operating the crane Load charts Main boom Feet 43.5 60.9 77.4 93.6 109.9 124.5 138.8 149.1 160.2 171.8 184.4 198.3 212.0 219.4 229.7 Feet 9.0 364.0 9.010.0 344.0 322.0 294.0 10.015.0 268.0 268.0 254.0 220.0 139.0 15.020.0 214.0 215.0 206.0 191.0 165.0 130.0 111.0 20.0 25.0 170.0 168.0 154.0 147.0 134.0 129.0 111.0 97.0 25.030.0 126.0 130.0 123.0 114.0 111.0 104.0 101.0 96.0 82.0 68.0 40.8 30.035.0 40.8 101.0 98.0 97.0 90.0 89.0 82.0 78.0 76.0 68.0 57.0 47.0 35.040.0 81.0 81.0 80.0 74.0 74.0 68.0 65.0 63.0 63.0 57.0 47.0 40.0 35.0 32.0 40.0 45.0 66.0 69.0 67.0 63.0 63.0 58.0 55.0 53.0 54.0 52.0 47.0 40.0 35.0 32.0 45.0 50.0 54.0 58.0 58.0 54.0 54.0 50.0 47.0 46.0 46.0 44.0 44.0 40.0 35.0 32.0 50.055.0 49.0 53.0 46.0 47.0 47.0 40.8 39.4 42.2 41.8 41.0 39.2 35.0 32.0 55.060.0 42.2 46.0 40.2 41.6 42.2 35.4 36.0 38.2 38.8 37.2 35.2 34.4 32.0 60.065.0 36.4 39.8 35.2 36.6 37.6 32.4 33.8 33.8 34.4 34.0 31.6 30.6 29.4 65.0 70.0 35.0 30.8 32.6 33.4 30.6 32.2 30.2 32.2 30.4 28.2 27.2 26.2 70.075.0 30.8 29.2 29.0 30.0 29.0 30.4 27.0 29.2 27.4 25.2 24.2 23.4 75.080.0 24.6 27.6 25.6 27.0 27.2 28.0 24.2 26.4 24.6 22.6 21.6 20.8 80.085.0 6.2 26.2 22.6 24.4 25.6 25.4 21.8 23.8 22.2 20.2 19.4 18.6 85.0 90.0 23.8 20.4 21.8 24.2 23.2 19.6 21.6 20.2 18.2 17.2 16.6 90.0 95.0 15.6 19.2 20.2 22.2 21.2 17.6 19.8 18.2 16.4 15.4 14.8 95.0100.0 9.4 18.4 19.0 20.0 19.4 16.0 18.0 16.6 14.6 13.8 13.2 100.0105.0 17.6 18.0 18.2 17.6 14.4 16.4 15.0 13.2 12.2 11.6 105.0110.0 15.2 16.8 16.4 16.0 13.0 15.0 13.6 11.8 11.0 10.2 110.0 115.0 6.8 15.4 15.0 14.6 11.6 13.6 12.2 10.6 9.6 9.0 115.0120.0 14.0 13.6 13.2 10.4 12.4 11.0 9.4 8.6 8.0 120.0125.0 13.0 12.4 12.0 9.2 11.2 10.0 8.4 7.4 6.8 125.0130.0 2.4 11.2 10.8 8.0 10.0 9.0 7.4 6.6 6.0 130.0 135.0 10.2 9.8 7.0 9.0 8.0 6.4 5.6 5.0 135.0 140.0 8.8 6.0 8.0 7.0 5.6 4.8 4.2 140.0145.0 7.8 5.2 7.2 6.2 4.8 4.0 3.4 145.0150.0 7.0 4.4 6.4 5.4 4.0 3.2 2.8 150.0155.0 6.4 3.6 5.6 4.6 3.2 2.6 2.0 155.0 160.0 2.8 4.8 3.8 2.6 160.0 165.0 2.2 4.2 3.2 165.0170.0 3.6 2.6 170.0175.0 2.8 175.0 Pounds x 1000 21Grove GMK5250L 13,3 m - 70,0 m (44 ft - 229.7 ft)26 t (57,300 lb)7,8 m (25.6 ft)360° THIS CHART IS ONLY A GUIDE AND SHOULD NOT BE USED TO OPERATE THE CRANE. The individual crane’s load chart, operating instructions and other instructional plates must be read and understood prior to operating the crane Load charts Main boom Feet 43.5 60.9 77.4 93.6 109.9 124.5 138.8 149.1 160.2 171.8 184.4 198.3 212.0 219.4 229.7 Feet 9.0 362.0 9.010.0 342.0 322.0 294.0 10.015.0 266.0 266.0 254.0 220.0 139.0 15.020.0 211.0 213.0 198.0 176.0 165.0 130.0 111.0 20.0 25.0 164.0 158.0 142.0 136.0 131.0 119.0 111.0 97.0 25.030.0 115.0 119.0 113.0 109.0 102.0 100.0 92.0 87.0 82.0 68.0 40.8 30.035.0 40.8 92.0 90.0 88.0 82.0 81.0 74.0 71.0 68.0 66.0 57.0 47.0 35.040.0 74.0 76.0 72.0 67.0 67.0 62.0 59.0 57.0 57.0 54.0 47.0 40.0 35.0 32.0 40.0 45.0 60.0 63.0 63.0 56.0 57.0 54.0 49.0 48.0 48.0 47.0 46.0 40.0 35.0 32.0 45.0 50.0 48.0 52.0 55.0 48.0 49.0 49.0 41.8 40.8 44.0 44.0 41.8 39.8 35.0 32.0 50.055.0 44.0 48.0 41.2 42.4 43.0 36.8 38.2 38.6 39.2 38.6 35.2 34.6 32.0 55.060.0 37.6 41.0 35.6 37.0 37.8 34.6 36.0 34.0 36.0 34.0 31.4 30.4 29.4 60.065.0 32.2 35.6 32.8 32.4 33.4 32.4 33.8 30.0 32.0 30.2 27.8 26.8 25.8 65.0 70.0 31.2 30.8 28.6 29.6 30.6 30.6 26.6 28.6 27.0 24.6 23.6 22.8 70.075.0 27.4 29.2 25.4 26.4 28.8 27.6 23.6 25.8 24.0 21.8 21.0 20.0 75.080.0 21.2 26.2 23.0 24.4 26.0 24.8 21.0 23.2 21.6 19.4 18.6 17.8 80.085.0 6.2 23.4 21.4 22.6 23.6 22.4 18.8 20.8 19.4 17.4 16.4 15.6 85.0 90.0 21.0 20.4 21.4 21.4 20.4 16.8 18.8 17.4 15.4 14.6 13.8 90.0 95.0 15.2 19.2 19.8 19.4 18.4 15.0 17.0 15.6 13.8 12.8 12.2 95.0100.0 6.8 17.8 17.8 17.8 16.8 13.4 15.4 14.0 12.2 11.4 10.6 100.0105.0 16.2 16.4 16.0 15.2 11.8 14.0 12.6 10.8 10.0 9.2 105.0110.0 15.0 14.8 14.4 13.8 10.6 12.6 11.2 9.6 8.6 8.0 110.0 115.0 4.6 13.4 13.0 12.4 9.4 11.4 10.0 8.4 7.6 6.8 115.0120.0 12.2 11.8 11.0 8.2 10.2 9.0 7.2 6.4 5.8 120.0125.0 11.0 10.6 10.0 7.2 9.2 8.0 6.2 5.4 4.8 125.0130.0 2.4 9.6 8.8 6.0 8.2 7.0 5.4 4.6 4.0 130.0 135.0 8.8 7.8 5.2 7.2 6.2 4.6 3.8 3.2 135.0 140.0 7.8 7.0 4.2 6.2 5.2 3.8 3.0 2.4 140.0145.0 6.2 3.4 5.4 4.4 3.0 2.2 145.0150.0 5.4 2.6 4.6 3.6 2.4 150.0155.0 4.8 2.0 4.0 3.0 155.0 160.0 3.2 2.4 160.0 165.0 2.6 165.0170.0 2.2 170.0 Pounds x 1000 22 13,3 m - 70,0 m (44 ft - 229.7 ft)21 t (46,200 lb)7,8 m (25.6 ft)360° THIS CHART IS ONLY A GUIDE AND SHOULD NOT BE USED TO OPERATE THE CRANE. The individual crane’s load chart, operating instructions and other instructional plates must be read and understood prior to operating the crane Load charts Main boom Feet 43.5 60.9 77.4 93.6 109.9 124.5 138.8 149.1 160.2 171.8 184.4 198.3 212.0 219.4 229.7 Feet 9.0 360.0 9.010.0 340.0 322.0 294.0 10.015.0 264.0 264.0 254.0 220.0 139.0 15.020.0 207.0 200.0 180.0 168.0 150.0 130.0 111.0 20.0 25.0 147.0 144.0 134.0 123.0 118.0 111.0 104.0 97.0 25.030.0 102.0 107.0 101.0 98.0 91.0 89.0 81.0 77.0 74.0 68.0 40.8 30.035.0 40.8 83.0 83.0 78.0 72.0 72.0 66.0 62.0 60.0 60.0 57.0 47.0 35.040.0 65.0 67.0 68.0 59.0 60.0 58.0 51.0 49.0 51.0 49.0 47.0 40.0 35.0 32.0 40.0 45.0 54.0 55.0 57.0 49.0 50.0 51.0 42.8 43.6 45.0 45.0 42.2 40.0 35.0 32.0 45.0 50.0 41.6 46.0 49.0 41.6 42.8 43.4 39.4 40.8 38.6 40.6 38.4 35.4 34.4 32.0 50.055.0 38.4 42.0 37.8 36.8 37.6 36.8 38.2 33.6 35.6 33.6 30.8 29.8 28.8 55.060.0 32.4 35.8 35.2 32.0 32.8 34.6 33.8 29.2 31.4 29.4 27.0 26.0 25.0 60.065.0 27.6 31.0 32.8 27.8 30.0 31.2 29.8 25.6 27.8 26.0 23.6 22.6 21.8 65.0 70.0 8.0 26.8 29.2 26.2 28.0 27.8 26.6 22.6 24.8 23.0 20.8 19.8 19.0 70.075.0 24.6 25.6 24.6 26.0 24.8 23.6 19.8 22.0 20.4 18.2 17.4 16.6 75.080.0 18.2 22.6 23.0 23.4 22.4 21.2 17.6 19.6 18.2 16.0 15.2 14.4 80.085.0 6.2 20.0 21.0 21.0 20.2 19.0 15.4 17.6 16.0 14.2 13.2 12.6 85.0 90.0 16.0 18.8 19.2 18.2 17.2 13.6 15.8 14.2 12.4 11.6 10.8 90.0 95.0 15.2 17.2 17.2 16.4 15.4 12.0 14.0 12.6 10.8 10.0 9.4 95.0100.0 4.0 15.4 15.4 14.8 13.8 10.6 12.6 11.2 9.4 8.6 8.0 100.0105.0 13.8 13.8 13.4 12.4 9.2 11.2 10.0 8.2 7.4 6.6 105.0110.0 12.4 12.4 12.0 11.2 8.0 10.0 8.8 7.0 6.2 5.6 110.0 115.0 2.2 11.0 10.6 10.0 6.8 9.0 7.6 6.0 5.2 4.6 115.0120.0 9.8 9.6 8.8 5.8 8.0 6.6 5.0 4.2 3.6 120.0125.0 8.8 8.4 7.8 5.0 7.0 5.8 4.0 3.2 2.6 125.0130.0 7.4 6.8 4.0 6.0 4.8 3.2 2.4 130.0 135.0 6.6 5.8 3.2 5.2 4.0 2.4 135.0 140.0 6.0 5.0 2.2 4.4 3.4 140.0145.0 4.4 3.6 2.6 145.0150.0 3.6 2.8 150.0155.0 3.0 2.2 155.0 Pounds x 1000 23Grove GMK5250L 13,3 m - 70,0 m (44 ft - 229.7 ft)16,5 t (36,300 lb)7,8 m (25.6 ft)360° THIS CHART IS ONLY A GUIDE AND SHOULD NOT BE USED TO OPERATE THE CRANE. The individual crane’s load chart, operating instructions and other instructional plates must be read and understood prior to operating the crane Load charts Main boom Feet 43.5 60.9 77.4 93.6 109.9 124.5 138.8 149.1 160.2 171.8 184.4 198.3 212.0 219.4 229.7 Feet 9.0 358.0 9.010.0 338.0 322.0 294.0 10.015.0 264.0 262.0 254.0 220.0 139.0 15.020.0 199.0 182.0 163.0 153.0 139.0 130.0 111.0 20.0 25.0 131.0 130.0 120.0 116.0 106.0 103.0 93.0 88.0 25.030.0 90.0 98.0 94.0 88.0 81.0 80.0 72.0 68.0 65.0 65.0 40.8 30.035.0 40.8 74.0 74.0 74.0 64.0 64.0 64.0 55.0 53.0 53.0 50.0 47.0 35.040.0 59.0 59.0 60.0 52.0 53.0 53.0 46.0 47.0 46.0 47.0 43.4 40.0 35.0 32.0 40.0 45.0 47.0 49.0 51.0 44.0 44.0 45.0 42.4 43.6 39.4 40.8 39.0 35.4 34.8 32.0 45.0 50.0 35.8 40.0 43.0 40.6 37.2 38.0 39.4 38.6 33.6 35.8 33.6 30.8 29.6 28.4 50.055.0 33.4 36.8 37.8 32.0 34.2 35.0 33.6 29.0 31.2 29.0 26.6 25.4 24.4 55.060.0 29.0 31.2 33.0 29.8 32.0 30.6 29.4 25.0 27.2 25.4 23.0 22.0 21.0 60.065.0 26.2 28.0 29.0 27.8 28.4 27.0 25.8 21.8 24.0 22.2 20.0 19.0 18.0 65.0 70.0 25.0 25.2 25.8 25.2 24.0 22.8 19.0 21.2 19.4 17.4 16.4 15.6 70.075.0 21.8 22.0 23.0 22.4 21.4 20.2 16.6 18.6 17.0 15.0 14.2 13.4 75.080.0 17.2 19.4 20.8 20.0 19.0 18.0 14.4 16.6 15.0 13.0 12.2 11.4 80.085.0 4.4 17.0 18.4 18.0 17.0 16.0 12.4 14.6 13.2 11.2 10.4 9.6 85.0 90.0 15.6 16.4 16.2 15.2 14.2 10.8 13.0 11.4 9.6 8.8 8.2 90.0 95.0 13.8 14.6 14.4 13.6 12.6 9.4 11.4 10.0 8.2 7.4 6.8 95.0100.0 13.0 12.8 12.2 11.2 8.0 10.0 8.8 7.0 6.2 5.4 100.0105.0 11.4 11.4 11.0 10.0 6.8 8.8 7.4 5.8 5.0 4.4 105.0110.0 10.2 10.0 9.6 8.8 5.6 7.8 6.4 4.8 4.0 3.4 110.0 115.0 8.8 8.4 7.8 4.6 6.8 5.4 3.8 3.0 2.4 115.0120.0 7.8 7.4 6.6 3.8 5.8 4.6 2.8 2.0 120.0125.0 6.8 6.4 5.8 3.0 5.0 3.6 2.0 125.0130.0 5.6 4.8 2.0 4.2 3.0 130.0 135.0 4.8 4.0 3.4 2.2 135.0 140.0 4.2 3.2 2.6 140.0145.0 2.6 145.0150.0 2.0 150.0 Pounds x 1000 24 Feet 43.5 60.9 77.4 93.6 109.9 121.4 138.8 149.1 156.6 171.8 184.4 Feet 9.0 354.0 9.010.0 334.0 322.0 294.0 10.015.0 254.0 246.0 213.0 180.0 139.0 15.020.0 160.0 147.0 134.0 125.0 112.0 107.0 95.0 20.0 25.0 98.0 101.0 95.0 93.0 79.0 78.0 76.0 65.0 25.030.0 66.0 72.0 70.0 70.0 59.0 59.0 59.0 55.0 55.0 50.0 40.8 30.035.0 40.8 56.0 54.0 55.0 54.0 47.0 48.0 49.0 47.0 40.4 40.8 35.040.0 42.6 42.8 44.0 45.0 41.2 43.0 40.6 38.6 33.2 35.4 40.0 45.0 33.4 36.4 38.0 37.4 37.2 36.0 34.2 32.4 27.4 29.8 45.0 50.0 23.6 31.0 32.8 31.6 31.8 30.6 29.0 27.6 23.0 25.2 50.055.0 25.4 27.8 26.8 27.2 26.2 24.8 23.4 19.2 21.4 55.060.0 21.0 23.6 23.8 23.6 22.6 21.4 20.2 16.2 18.4 60.065.0 17.2 20.0 20.6 20.4 19.6 18.4 17.4 13.6 15.8 65.0 70.0 17.0 17.8 17.8 17.0 16.0 15.0 11.2 13.4 70.075.0 14.4 15.4 15.6 14.8 14.0 12.8 9.4 11.4 75.080.0 12.2 13.2 13.6 13.0 12.2 11.0 7.6 9.8 80.085.0 11.2 12.0 11.4 10.4 9.4 6.2 8.2 85.0 90.0 9.6 10.4 9.8 9.0 8.0 4.8 7.0 90.0 95.0 8.2 8.8 8.6 7.8 6.8 3.6 5.8 95.0100.0 7.6 7.4 6.6 5.6 2.6 4.6 100.0105.0 6.4 6.2 5.6 4.6 3.6 105.0110.0 5.4 5.2 4.8 3.8 2.8 110.0 115.0 4.2 3.8 3.0 2.0 115.0120.0 3.4 3.0 2.2 120.0125.0 2.6 2.2 125.0 13,3 m - 70,0 m (44 ft - 229.7 ft)7 t (15,400 lb)7,8 m (25.6 ft)360° THIS CHART IS ONLY A GUIDE AND SHOULD NOT BE USED TO OPERATE THE CRANE. The individual crane’s load chart, operating instructions and other instructional plates must be read and understood prior to operating the crane Load charts Main boom Pounds x 1000 25Grove GMK5250L Feet 43.5 60.9 77.4 93.6 109.9 121.4 138.8 149.1 156.6 171.8 184.4 Feet 9.0 350.0 9.010.0 330.0 322.0 294.0 10.015.0 244.0 208.0 176.0 155.0 139.0 15.020.0 125.0 119.0 109.0 105.0 87.0 84.0 81.0 20.0 25.0 75.0 80.0 74.0 73.0 67.0 60.0 59.0 60.0 25.030.0 49.0 57.0 53.0 54.0 54.0 51.0 50.0 47.0 45.0 37.6 40.0 30.035.0 33.0 42.2 44.0 45.0 42.6 41.8 40.2 37.6 35.6 29.8 32.2 35.040.0 31.2 34.8 35.6 34.8 34.0 32.6 30.6 29.0 23.8 26.2 40.0 45.0 23.6 27.8 29.2 28.6 28.2 27.0 25.4 23.8 19.2 21.4 45.0 50.0 15.2 22.4 24.0 23.8 23.6 22.6 21.0 19.8 15.4 17.8 50.055.0 17.8 20.0 20.0 19.8 18.8 17.6 16.4 12.4 14.6 55.060.0 14.2 16.8 16.8 16.8 16.0 14.8 13.8 9.8 12.2 60.065.0 11.0 13.8 14.2 14.2 13.4 12.4 11.4 7.8 10.0 65.0 70.0 11.2 12.0 12.0 11.4 10.4 9.4 5.8 8.2 70.075.0 9.2 10.0 10.2 9.6 8.8 7.8 4.2 6.4 75.080.0 7.2 8.2 8.6 8.0 7.2 6.2 2.8 5.0 80.085.0 6.6 7.2 6.6 6.0 5.0 3.8 85.0 90.0 5.4 6.0 5.4 4.8 3.8 2.8 90.0 95.0 4.2 4.8 4.4 3.8 2.8 95.0100.0 3.8 3.4 2.8 100.0105.0 2.8 2.6 105.0 13,3 m - 70,0 m (44 ft - 229.7 ft)0t (0 lb)7,8 m (25.6 ft)360° THIS CHART IS ONLY A GUIDE AND SHOULD NOT BE USED TO OPERATE THE CRANE. The individual crane’s load chart, operating instructions and other instructional plates must be read and understood prior to operating the crane Load charts Main boom Pounds x 1000 26 Working range Main boom and bi-fold swingaway 52,4 m - 70,0 m (173.1 ft - 229.7 ft)80 t (176,300 lb)7,8 m (25.6 ft)360°41,5/21,3/29,3/37,3 m (41.1/69.9/96.1/122.4 ft) . ft. ft . ft . ft . ft ° °°°. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ft . . . . . THIS CHART IS ONLY A GUIDE AND SHOULD NOT BE USED TO OPERATE THE CRANE. The individual crane’s load chart, operating instructions and other instructional plates must be read and understood prior to operating the crane 27Grove GMK5250L 52,4 m - 70,0 m (173.1 ft - 229.7 ft)360°12,5 m (41.1 ft)7,8 m(25.6 ft)80 t (176,300 lb) * Luffing under load Feet 173.1 198.3 222.3 229.7 Feet6.6 + 34.5 6.6 + 34.5 6.6 + 34.5 6.6 + 34.5 5°*5°-20°*20°-35°*35°-50°5°*5°-20°*20°-35°*35°-50°5°*5°-20°*20°-35°*35°-50°5°*5°-20°*20°-35°*35°-50° 40.0 27.6 40.0 45.0 27.6 26.2 45.0 50.0 27.0 24.8 26.2 19.4 16.8 50.055.0 25.8 23.6 21.4 26.2 25.8 19.4 16.8 55.060.0 24.6 22.4 20.6 19.8 26.2 25.6 22.8 19.4 19.4 16.8 16.8 60.065.0 23.2 21.4 20.0 19.2 26.2 24.8 22.8 19.4 19.4 16.8 16.8 65.070.0 21.8 20.6 19.2 18.6 25.6 24.0 22.4 21.2 19.4 19.4 17.8 16.8 16.8 70.0 75.0 20.6 19.6 18.6 18.0 24.8 23.0 21.6 20.8 19.4 19.4 17.8 17.8 16.8 16.8 16.6 75.0 80.0 19.6 18.6 18.0 17.4 24.0 22.0 21.0 20.4 19.4 19.0 17.8 17.4 16.8 16.8 16.6 16.6 80.085.0 18.6 17.6 17.2 16.8 23.2 21.2 20.2 20.0 19.2 18.4 17.6 17.2 16.8 16.8 16.4 16.2 85.090.0 17.6 16.8 16.4 16.4 22.2 20.4 19.6 19.4 18.8 17.8 17.2 16.8 16.8 16.8 16.2 16.0 90.0 95.0 16.8 16.2 15.8 15.8 21.2 19.8 19.0 18.8 18.0 17.2 16.8 16.4 16.8 16.2 15.8 15.6 95.0 100.0 16.0 15.4 15.2 15.2 20.2 19.0 18.4 18.2 17.4 16.6 16.2 16.0 16.4 15.8 15.2 15.2 100.0105.0 15.4 14.8 14.6 14.6 19.6 18.4 17.8 17.6 17.0 16.2 15.8 15.6 15.8 15.2 14.8 14.6 105.0110.0 14.8 14.2 14.0 14.0 18.8 17.8 17.2 17.0 16.4 15.6 15.2 15.2 15.2 14.6 14.2 14.2 110.0115.0 14.2 13.6 13.4 13.4 18.2 17.2 16.6 16.6 15.8 15.0 14.8 14.8 14.6 14.0 13.6 13.6 115.0 120.0 13.6 13.0 13.0 13.0 17.4 16.6 16.2 16.2 15.2 14.6 14.2 14.2 14.2 13.6 13.2 13.2 120.0 125.0 13.0 12.6 12.4 12.4 16.8 16.0 15.6 15.6 14.8 14.2 13.8 13.8 13.6 13.0 12.8 12.8 125.0130.0 12.4 12.0 12.0 12.0 16.2 15.6 15.2 15.2 14.2 13.6 13.4 13.4 13.0 12.6 12.4 12.4 130.0135.0 11.8 11.6 11.6 11.6 15.8 15.2 14.8 14.8 13.8 13.2 13.0 13.0 12.6 12.2 12.0 12.0 135.0 140.0 11.4 11.2 11.2 11.2 15.2 14.6 14.4 14.4 13.2 12.8 12.6 12.6 12.2 11.8 11.6 11.6 140.0 145.0 11.0 10.8 10.8 10.8 14.8 14.2 14.0 14.0 12.8 12.4 12.2 12.2 11.8 11.4 11.2 11.2 145.0150.0 10.6 10.4 10.4 10.4 14.2 13.8 13.6 13.6 12.4 12.0 12.0 12.0 11.4 11.0 10.8 10.8 150.0155.0 10.2 10.0 10.0 13.8 13.4 13.4 13.4 12.0 11.6 11.6 11.6 11.0 10.6 10.6 10.6 155.0160.0 9.8 9.8 9.8 13.4 13.0 13.0 13.0 11.6 11.4 11.2 11.2 10.6 10.4 10.2 10.2 160.0 165.0 9.4 9.4 9.4 13.0 12.8 12.6 12.6 11.2 11.0 11.0 11.0 10.2 10.0 10.0 10.0 165.0 170.0 9.2 9.0 9.0 12.2 12.2 12.2 12.2 10.8 10.6 10.6 10.6 10.0 9.8 9.6 9.6 170.0175.0 8.8 8.8 8.8 11.6 11.8 10.2 10.2 10.4 10.4 9.6 9.4 9.4 9.4 175.0180.0 8.6 8.6 10.8 11.2 9.8 9.8 10.0 10.2 9.2 9.2 9.2 9.2 180.0 185.0 8.2 8.2 10.2 10.6 9.2 9.2 9.6 9.6 9.0 8.8 8.8 8.8 185.0 190.0 8.0 8.0 9.6 10.0 8.8 8.8 9.0 9.2 8.6 8.6 8.6 8.6 190.0195.0 7.8 7.8 9.0 9.4 8.2 8.2 8.6 8.2 8.2 8.4 8.4 195.0200.0 7.6 6.0 8.4 8.8 7.8 7.8 8.0 7.8 7.8 8.0 200.0205.0 7.6 7.4 7.4 7.6 7.4 7.4 7.6 205.0 210.0 7.0 7.0 7.0 7.2 6.8 6.8 7.2 210.0 215.0 6.2 6.4 6.4 6.6 6.4 6.4 6.6 215.0220.0 5.6 6.0 6.0 6.2 6.0 6.0 6.2 220.0225.0 2.4 5.4 5.4 5.6 5.6 5.8 225.0230.0 4.8 4.8 5.0 5.0 230.0 235.0 4.2 4.2 4.4 4.4 235.0240.0 3.6 3.6 3.8 3.8 240.0245.0 2.6 2.6 3.2 3.2 245.0250.0 2.8 2.8 250.0 THIS CHART IS ONLY A GUIDE AND SHOULD NOT BE USED TO OPERATE THE CRANE. The individual crane’s load chart, operating instructions and other instructional plates must be read and understood prior to operating the crane Load charts Main boom and bi-fold swingaway Pounds x 1000 28 52,4 m - 70,0 m (173.1 ft - 229.7 ft)360°21,3 m (69.9 ft)7,8 m(25.6 ft)80 t (176,300 lb) * Luffing under load Feet 173.1 198.3 222.3 229.7 Feet6.6 + 63.3 6.6 + 63.3 6.6 + 63.3 6.6 + 63.3 5°*5°-20°*20°-35°*35°-50°5°*5°-20°*20°-35°*35°-50°5°*5°-20°*20°-35°*35°-50°5°*5°-20°*20°-35°*35°-50° 50.0 14.8 50.0 55.0 14.6 14.2 55.0 60.0 14.6 14.2 12.2 11.0 60.065.0 14.4 14.0 12.2 11.0 65.070.0 14.4 13.4 14.0 13.4 12.2 11.0 70.075.0 14.2 13.2 13.8 13.2 12.2 11.6 11.0 75.080.0 14.0 13.0 11.4 13.8 13.2 12.2 11.6 11.0 11.0 80.0 85.0 14.0 12.6 11.2 13.8 13.0 12.0 11.6 11.0 11.0 85.0 90.0 13.6 12.4 11.0 10.0 13.6 12.6 11.2 12.0 11.6 11.0 11.0 90.095.0 13.2 12.2 10.8 10.0 13.6 12.4 11.0 10.0 12.0 11.6 10.8 11.0 11.0 10.8 95.0100.0 13.0 11.8 10.6 10.0 13.4 12.2 10.8 10.0 12.0 11.6 10.8 10.0 11.0 11.0 10.8 9.8 100.0 105.0 12.4 11.4 10.6 9.8 13.4 12.0 10.8 10.0 12.0 11.6 10.6 9.8 11.0 11.0 10.6 9.8 105.0 110.0 12.0 11.0 10.4 9.8 13.2 11.8 10.6 9.8 12.0 11.4 10.4 9.8 11.0 10.8 10.4 9.8 110.0115.0 11.4 10.8 10.2 9.6 13.2 11.6 10.4 9.8 11.8 11.2 10.4 9.8 11.0 10.6 10.2 9.8 115.0120.0 11.0 10.4 9.8 9.6 13.0 11.4 10.4 9.8 11.8 10.8 10.2 9.6 10.8 10.4 10.0 9.6 120.0125.0 10.6 10.0 9.6 9.4 12.8 11.4 10.2 9.6 11.4 10.6 10.0 9.6 10.8 10.2 9.8 9.6 125.0 130.0 10.2 9.8 9.4 9.2 12.6 11.2 10.2 9.6 11.2 10.4 9.8 9.6 10.4 10.0 9.6 9.4 130.0 135.0 9.8 9.4 9.2 9.0 12.2 11.0 10.0 9.6 10.8 10.2 9.6 9.4 10.2 9.6 9.4 9.2 135.0140.0 9.4 9.2 9.0 8.8 11.8 10.8 10.0 9.6 10.4 10.0 9.4 9.2 9.8 9.4 9.2 9.0 140.0145.0 9.0 8.8 8.6 8.6 11.4 10.8 10.0 9.6 10.2 9.6 9.2 9.2 9.4 9.0 8.8 8.8 145.0 150.0 8.6 8.4 8.4 8.4 11.0 10.6 9.8 9.4 9.8 9.4 9.0 9.0 9.0 8.8 8.6 8.6 150.0 155.0 8.4 8.2 8.2 8.2 10.8 10.2 9.8 9.4 9.6 9.2 8.8 8.8 8.8 8.4 8.4 8.4 155.0160.0 8.0 7.8 7.8 8.0 10.4 10.0 9.6 9.4 9.2 8.8 8.6 8.6 8.4 8.2 8.0 8.0 160.0165.0 7.6 7.6 7.6 7.6 10.0 9.6 9.6 9.4 9.0 8.6 8.6 8.6 8.2 8.0 7.8 7.8 165.0170.0 7.4 7.4 7.4 7.4 9.8 9.4 9.4 9.4 8.6 8.4 8.4 8.4 8.0 7.6 7.6 7.6 170.0 175.0 7.2 7.2 7.2 7.2 9.6 9.2 9.2 9.2 8.4 8.2 8.0 8.0 7.6 7.4 7.4 7.4 175.0 180.0 6.8 6.8 6.8 7.0 9.2 9.0 9.0 9.0 8.2 7.8 7.8 7.8 7.4 7.2 7.2 7.2 180.0185.0 6.6 6.6 6.6 9.0 8.8 8.8 8.8 7.8 7.6 7.6 7.6 7.2 7.0 7.0 7.0 185.0190.0 6.4 6.4 6.4 8.8 8.6 8.6 8.6 7.6 7.4 7.4 7.4 7.0 6.8 6.8 6.8 190.0 195.0 6.2 6.2 6.2 8.6 8.4 8.4 8.4 7.4 7.2 7.2 7.4 6.6 6.6 6.6 6.6 195.0 200.0 6.0 6.0 6.0 8.2 8.2 8.2 8.2 7.2 7.0 7.0 7.2 6.4 6.4 6.4 6.4 200.0205.0 5.8 5.8 5.8 8.0 8.0 8.0 7.0 6.8 6.8 7.0 6.2 6.2 6.2 6.2 205.0210.0 5.6 5.6 7.8 7.8 7.8 6.8 6.8 6.8 6.8 6.0 6.0 6.0 6.0 210.0215.0 5.4 5.4 7.6 7.6 7.6 6.6 6.6 6.6 6.6 6.0 5.8 5.8 6.0 215.0 220.0 5.2 5.2 7.2 7.2 7.4 6.4 6.4 6.4 5.8 5.6 5.6 5.8 220.0 225.0 5.2 5.2 6.8 6.8 7.0 6.0 6.0 6.2 5.6 5.6 5.6 225.0230.0 5.0 2.2 6.2 6.2 5.8 5.8 6.0 5.4 5.4 5.4 230.0235.0 5.6 5.6 5.4 5.4 5.8 5.2 5.2 5.2 235.0240.0 5.0 5.0 5.0 5.0 5.4 4.8 4.8 5.0 240.0 245.0 4.4 4.4 4.4 4.4 4.8 4.6 4.6 5.0 245.0250.0 4.0 3.4 4.0 4.0 4.4 4.0 4.0 4.4 250.0255.0 3.4 3.4 3.8 3.6 3.6 4.0 255.0260.0 3.0 3.0 3.0 3.0 3.4 260.0 265.0 2.4 2.4 2.6 2.6 265.0 270.0 2.0 2.0 2.2 2.2 270.0 THIS CHART IS ONLY A GUIDE AND SHOULD NOT BE USED TO OPERATE THE CRANE. The individual crane’s load chart, operating instructions and other instructional plates must be read and understood prior to operating the crane Load charts Main boom and bi-fold swingaway Pounds x 1000 29Grove GMK5250L 52,4 m - 70,0 m (173.1 ft - 229.7 ft)360°12,5 m (41.1 ft)7,8 m(25.6 ft)50 t (110,200 lb) * Luffing under load Feet 173.1 198.3 222.3 229.7 Feet6.6 + 34.5 6.6 + 34.5 6.6 + 34.5 6.6 + 34.5 5°*5°-20°*20°-35°*35°-50°5°*5°-20°*20°-35°*35°-50°5°*5°-20°*20°-35°*35°-50°5°*5°-20°*20°-35°*35°-50° 40.0 27.6 40.0 45.0 27.6 26.2 45.0 50.0 27.0 24.8 26.2 19.4 16.8 50.055.0 25.8 23.6 21.4 26.2 25.8 19.4 16.8 55.060.0 24.6 22.4 20.6 19.8 26.2 25.6 22.8 19.4 19.4 16.8 16.8 60.065.0 23.2 21.4 20.0 19.2 26.2 24.8 22.8 19.4 19.4 16.8 16.8 65.070.0 21.8 20.6 19.2 18.6 25.6 24.0 22.4 21.2 19.4 19.4 17.8 16.8 16.8 70.0 75.0 20.6 19.6 18.6 18.0 24.8 23.0 21.6 20.8 19.4 19.4 17.8 17.8 16.8 16.8 16.6 75.0 80.0 19.6 18.6 18.0 17.4 24.0 22.0 21.0 20.4 19.4 19.0 17.8 17.4 16.8 16.8 16.6 16.6 80.085.0 18.6 17.6 17.2 16.8 23.2 21.2 20.2 20.0 19.2 18.4 17.6 17.2 16.8 16.8 16.4 16.2 85.090.0 17.6 16.8 16.4 16.4 22.2 20.4 19.6 19.4 18.8 17.8 17.2 16.8 16.8 16.8 16.2 16.0 90.0 95.0 16.8 16.2 15.8 15.8 21.2 19.8 19.0 18.8 18.0 17.2 16.8 16.4 16.8 16.2 15.8 15.6 95.0 100.0 16.0 15.4 15.2 15.2 20.2 19.0 18.4 18.2 17.4 16.6 16.2 16.0 16.4 15.8 15.2 15.2 100.0105.0 15.4 14.8 14.6 14.6 19.6 18.4 17.8 17.6 17.0 16.2 15.8 15.6 15.8 15.2 14.8 14.6 105.0110.0 14.8 14.2 14.0 14.0 18.0 17.8 17.2 17.0 16.4 15.6 15.2 15.2 15.2 14.6 14.2 14.2 110.0115.0 14.2 13.6 13.4 13.4 16.4 16.4 16.6 16.6 15.8 15.0 14.8 14.8 14.6 14.0 13.6 13.6 115.0 120.0 13.6 13.0 13.0 13.0 14.8 14.8 16.2 16.2 14.8 14.6 14.2 14.2 14.2 13.6 13.2 13.2 120.0 125.0 13.0 12.6 12.4 12.4 13.4 13.4 14.8 15.4 13.4 13.4 13.8 13.8 13.6 13.0 12.8 12.8 125.0130.0 12.4 12.0 12.0 12.0 12.2 12.2 13.4 14.0 12.2 12.2 13.2 13.4 12.2 12.2 12.4 12.4 130.0135.0 11.8 11.6 11.6 11.6 11.0 11.0 12.2 12.8 11.0 11.0 12.0 12.6 11.2 11.2 12.0 12.0 135.0 140.0 11.4 11.2 11.2 11.2 10.0 10.0 11.0 11.6 10.0 10.0 10.8 11.4 10.0 10.0 10.8 11.4 140.0 145.0 11.0 10.8 10.8 10.8 9.0 9.0 10.0 10.4 9.0 9.0 9.8 10.2 9.0 9.0 9.8 10.4 145.0150.0 10.6 10.4 10.4 10.4 8.0 8.0 9.0 9.4 8.0 8.0 8.8 9.2 8.0 8.0 8.8 9.4 150.0155.0 10.2 10.0 10.0 7.0 7.0 8.0 8.4 7.2 7.2 7.8 8.2 7.2 7.2 7.8 8.4 155.0160.0 9.8 9.8 9.8 6.2 6.2 7.0 7.4 6.2 6.2 7.0 7.4 6.4 6.4 7.0 7.4 160.0 165.0 9.2 9.2 9.4 5.2 5.2 6.2 6.4 5.6 5.6 6.2 6.6 5.6 5.6 6.2 6.6 165.0 170.0 8.4 8.4 8.8 4.4 4.4 5.2 5.6 4.8 4.8 5.4 5.8 4.8 4.8 5.4 5.8 170.0175.0 7.6 7.6 8.0 3.6 3.6 4.4 4.0 4.0 4.6 5.0 4.2 4.2 4.8 5.0 175.0180.0 6.8 6.8 2.8 2.8 3.6 3.4 3.4 3.8 4.2 3.6 3.6 4.0 4.4 180.0 185.0 6.2 6.2 2.2 2.2 2.8 2.6 2.6 3.2 3.4 2.8 2.8 3.4 3.6 185.0 190.0 5.4 5.4 2.2 2.4 2.6 2.2 2.2 2.6 3.0 190.0195.0 4.8 4.8 2.2 195.0200.0 4.2 4.4 200.0 THIS CHART IS ONLY A GUIDE AND SHOULD NOT BE USED TO OPERATE THE CRANE. The individual crane’s load chart, operating instructions and other instructional plates must be read and understood prior to operating the crane Load charts Main boom and bi-fold swingaway Pounds x 1000 30 52,4 m - 70,0 m (173.1 ft - 229.7 ft)360°21,3 m (69.9 ft)7,8 m(25.6 ft)50 t (110,200 lb) * Luffing under load Feet 173.1 198.3 222.3 229.7 Feet6.6 + 63.3 6.6 + 63.3 6.6 + 63.3 6.6 + 63.3 5°*5°-20°*20°-35°*35°-50°5°*5°-20°*20°-35°*35°-50°5°*5°-20°*20°-35°*35°-50°5°*5°-20°*20°-35°*35°-50° 50.0 14.8 50.0 55.0 14.6 14.2 55.0 60.0 14.6 14.2 12.2 11.0 60.065.0 14.4 14.0 12.2 11.0 65.070.0 14.4 13.4 14.0 13.4 12.2 11.0 70.075.0 14.2 13.2 13.8 13.2 12.2 11.6 11.0 75.080.0 14.0 13.0 11.4 13.8 13.2 12.2 11.6 11.0 11.0 80.0 85.0 14.0 12.6 11.2 13.8 13.0 12.0 11.6 11.0 11.0 85.0 90.0 13.6 12.4 11.0 10.0 13.6 12.6 11.2 12.0 11.6 11.0 11.0 90.095.0 13.2 12.2 10.8 10.0 13.6 12.4 11.0 10.0 12.0 11.6 10.8 11.0 11.0 10.8 95.0100.0 13.0 11.8 10.6 10.0 13.4 12.2 10.8 10.0 12.0 11.6 10.8 10.0 11.0 11.0 10.8 9.8 100.0 105.0 12.4 11.4 10.6 9.8 13.4 12.0 10.8 10.0 12.0 11.6 10.6 9.8 11.0 11.0 10.6 9.8 105.0 110.0 12.0 11.0 10.4 9.8 13.2 11.8 10.6 9.8 12.0 11.4 10.4 9.8 11.0 10.8 10.4 9.8 110.0115.0 11.4 10.8 10.2 9.6 13.2 11.6 10.4 9.8 11.8 11.2 10.4 9.8 11.0 10.6 10.2 9.8 115.0120.0 11.0 10.4 9.8 9.6 13.0 11.4 10.4 9.8 11.8 10.8 10.2 9.6 10.8 10.4 10.0 9.6 120.0125.0 10.6 10.0 9.6 9.4 12.8 11.4 10.2 9.6 11.4 10.6 10.0 9.6 10.8 10.2 9.8 9.6 125.0 130.0 10.2 9.8 9.4 9.2 12.6 11.2 10.2 9.6 11.2 10.4 9.8 9.6 10.4 10.0 9.6 9.4 130.0 135.0 9.8 9.4 9.2 9.0 12.2 11.0 10.0 9.6 10.8 10.2 9.6 9.4 10.2 9.6 9.4 9.2 135.0140.0 9.4 9.2 9.0 8.8 11.6 10.8 10.0 9.6 10.4 10.0 9.4 9.2 9.8 9.4 9.2 9.0 140.0145.0 9.0 8.8 8.6 8.6 10.6 10.6 10.0 9.6 10.0 9.6 9.2 9.2 9.4 9.0 8.8 8.8 145.0 150.0 8.6 8.4 8.4 8.4 9.6 9.6 9.8 9.4 9.2 9.2 9.0 9.0 9.0 8.8 8.6 8.6 150.0 155.0 8.4 8.2 8.2 8.2 8.6 8.6 9.8 9.4 8.2 8.2 8.8 8.8 8.2 8.2 8.4 8.4 155.0160.0 8.0 7.8 7.8 8.0 7.8 7.8 9.0 9.4 7.4 7.4 8.6 8.6 7.4 7.4 8.0 8.0 160.0165.0 7.6 7.6 7.6 7.6 7.0 7.0 8.2 9.2 6.6 6.6 7.8 8.6 6.6 6.6 7.8 7.8 165.0170.0 7.4 7.4 7.4 7.4 6.2 6.2 7.4 8.2 6.0 6.0 7.0 8.0 6.0 6.0 7.2 7.6 170.0 175.0 7.2 7.2 7.2 7.2 5.6 5.6 6.6 7.4 5.2 5.2 6.4 7.2 5.2 5.2 6.4 7.2 175.0 180.0 6.8 6.8 6.8 7.0 4.8 4.8 5.8 6.6 4.6 4.6 5.6 6.4 4.6 4.6 5.6 6.4 180.0185.0 6.6 6.6 6.6 4.2 4.2 5.2 5.8 4.0 4.0 5.0 5.6 4.0 4.0 5.0 5.8 185.0190.0 6.4 6.4 6.4 3.4 3.4 4.4 5.0 3.4 3.4 4.2 5.0 3.4 3.4 4.4 5.0 190.0 195.0 6.2 6.2 6.2 2.8 2.8 3.8 4.2 2.8 2.8 3.6 4.4 2.8 2.8 3.8 4.4 195.0 200.0 5.8 5.8 6.0 2.2 2.2 3.0 3.6 2.2 2.2 3.0 3.6 2.2 2.2 3.2 3.8 200.0205.0 5.2 5.2 5.6 2.4 2.4 3.0 2.6 3.2 205.0210.0 4.6 4.6 2.4 2.0 2.6 210.0215.0 4.2 4.2 2.0 215.0 220.0 3.6 3.6 220.0 225.0 3.2 3.2 225.0230.0 2.8 2.2 230.0 THIS CHART IS ONLY A GUIDE AND SHOULD NOT BE USED TO OPERATE THE CRANE. The individual crane’s load chart, operating instructions and other instructional plates must be read and understood prior to operating the crane Load charts Main boom and bi-fold swingaway Pounds x 1000 31Grove GMK5250L 52,4 m - 70,0 m (173.1 ft - 229.7 ft)360°12,5 m (41.1 ft)7,8 m(25.6 ft)35,5 t (78,200 lb) * Luffing under load Feet 173.1 198.3 222.3 229.7 Feet6.6 + 34.5 6.6 + 34.5 6.6 + 34.5 6.6 + 34.5 5°*5°-20°*20°-35°*35°-50°5°*5°-20°*20°-35°*35°-50°5°*5°-20°*20°-35°*35°-50°5°*5°-20°*20°-35°*35°-50° 40.0 27.6 40.0 45.0 27.6 26.2 45.0 50.0 27.0 24.8 26.2 19.4 16.8 50.055.0 25.8 23.6 21.4 26.2 25.8 19.4 16.8 55.060.0 24.6 22.4 20.6 19.8 26.2 25.6 22.8 19.4 19.4 16.8 16.8 60.065.0 23.2 21.4 20.0 19.2 26.2 24.8 22.8 19.4 19.4 16.8 16.8 65.070.0 21.8 20.6 19.2 18.6 25.6 24.0 22.4 21.2 19.4 19.4 17.8 16.8 16.8 70.0 75.0 20.6 19.6 18.6 18.0 24.8 23.0 21.6 20.8 19.4 19.4 17.8 17.8 16.8 16.8 16.6 75.0 80.0 19.6 18.6 18.0 17.4 22.2 22.0 21.0 20.4 19.4 19.0 17.8 17.4 16.8 16.8 16.6 16.6 80.085.0 18.6 17.6 17.2 16.8 19.8 19.8 20.2 20.0 19.2 18.4 17.6 17.2 16.8 16.8 16.4 16.2 85.090.0 17.6 16.8 16.4 16.4 17.6 17.6 19.4 19.4 17.4 17.4 17.2 16.8 16.8 16.8 16.2 16.0 90.0 95.0 16.8 16.2 15.8 15.8 15.6 15.6 17.4 18.6 15.6 15.6 16.8 16.4 15.6 15.6 15.8 15.6 95.0 100.0 16.0 15.4 15.2 15.2 13.8 13.8 15.6 16.6 13.8 13.8 15.2 16.0 13.8 13.8 15.2 15.2 100.0105.0 15.4 14.8 14.6 14.6 12.2 12.2 13.8 14.8 12.2 12.2 13.4 14.6 12.2 12.2 13.6 14.6 105.0110.0 14.8 14.2 14.0 14.0 10.8 10.8 12.4 13.2 10.8 10.8 12.0 13.0 10.8 10.8 12.0 13.0 110.0115.0 14.2 13.6 13.4 13.4 9.4 9.4 10.8 11.8 9.6 9.6 10.6 11.4 9.6 9.6 10.6 11.6 115.0 120.0 12.8 12.8 13.0 13.0 8.2 8.2 9.6 10.4 8.4 8.4 9.4 10.2 8.4 8.4 9.4 10.2 120.0 125.0 11.6 11.6 12.4 12.4 7.2 7.2 8.4 9.2 7.2 7.2 8.2 9.0 7.2 7.2 8.2 9.0 125.0130.0 10.6 10.6 11.6 12.0 6.0 6.0 7.2 8.0 6.2 6.2 7.0 7.8 6.2 6.2 7.2 7.8 130.0135.0 9.6 9.6 10.4 11.0 5.2 5.2 6.2 6.8 5.2 5.2 6.0 6.8 5.4 5.4 6.2 6.8 135.0 140.0 8.6 8.6 9.4 9.8 4.2 4.2 5.2 5.8 4.4 4.4 5.2 5.8 4.4 4.4 5.2 5.8 140.0 145.0 7.8 7.8 8.6 9.0 3.4 3.4 4.4 4.8 3.6 3.6 4.2 4.8 3.6 3.6 4.4 5.0 145.0150.0 6.8 6.8 7.6 2.6 2.6 3.6 4.0 2.8 2.8 3.4 4.0 2.8 2.8 3.6 4.0 150.0155.0 6.0 6.0 6.6 2.8 3.2 2.0 2.0 2.6 3.2 2.2 2.2 2.8 3.2 155.0160.0 5.2 5.2 5.8 2.0 2.4 2.4 2.0 2.6 160.0 165.0 4.4 4.4 5.0 165.0 170.0 3.8 3.8 4.2 170.0175.0 3.0 3.0 3.6 175.0180.0 2.4 2.4 180.0 THIS CHART IS ONLY A GUIDE AND SHOULD NOT BE USED TO OPERATE THE CRANE. The individual crane’s load chart, operating instructions and other instructional plates must be read and understood prior to operating the crane Load charts Main boom and bi-fold swingaway Pounds x 1000 32 52,4 m - 70,0 m (173.1 ft - 229.7 ft)360°21,3 m (69.9 ft)7,8 m(25.6 ft)35,5 t (78,200 lb) * Luffing under load Feet 173.1 198.3 222.3 229.7 Feet6.6 + 63.3 6.6 + 63.3 6.6 + 63.3 6.6 + 63.3 5°*5°-20°*20°-35°*35°-50°5°*5°-20°*20°-35°*35°-50°5°*5°-20°*20°-35°*35°-50°5°*5°-20°*20°-35°*35°-50° 50.0 14.8 50.0 55.0 14.6 14.2 55.0 60.0 14.6 14.2 12.2 11.0 60.065.0 14.4 14.0 12.2 11.0 65.070.0 14.4 13.4 14.0 13.4 12.2 11.0 70.075.0 14.2 13.2 13.8 13.2 12.2 11.6 11.0 75.080.0 14.0 13.0 11.4 13.8 13.2 12.2 11.6 11.0 11.0 80.0 85.0 14.0 12.6 11.2 13.8 13.0 12.0 11.6 11.0 11.0 85.0 90.0 13.6 12.4 11.0 10.0 13.6 12.6 11.2 12.0 11.6 11.0 11.0 90.095.0 13.2 12.2 10.8 10.0 13.6 12.4 11.0 10.0 12.0 11.6 10.8 11.0 11.0 10.8 95.0100.0 13.0 11.8 10.6 10.0 13.4 12.2 10.8 10.0 12.0 11.6 10.8 10.0 11.0 11.0 10.8 9.8 100.0 105.0 12.4 11.4 10.6 9.8 13.4 12.0 10.8 10.0 12.0 11.6 10.6 9.8 11.0 11.0 10.6 9.8 105.0 110.0 12.0 11.0 10.4 9.8 12.6 11.8 10.6 9.8 12.0 11.4 10.4 9.8 11.0 10.8 10.4 9.8 110.0115.0 11.4 10.8 10.2 9.6 11.2 11.2 10.4 9.8 10.8 10.8 10.4 9.8 10.6 10.6 10.2 9.8 115.0120.0 11.0 10.4 9.8 9.6 10.0 10.0 10.4 9.8 9.6 9.6 10.2 9.6 9.6 9.6 10.0 9.6 120.0125.0 10.6 10.0 9.6 9.4 8.8 8.8 10.2 9.6 8.4 8.4 10.0 9.6 8.4 8.4 9.8 9.6 125.0 130.0 10.2 9.8 9.4 9.2 7.8 7.8 9.6 9.6 7.4 7.4 9.2 9.6 7.4 7.4 9.2 9.4 130.0 135.0 9.8 9.4 9.2 9.0 6.8 6.8 8.4 9.6 6.4 6.4 8.2 9.4 6.4 6.4 8.2 9.2 135.0140.0 9.4 9.2 9.0 8.8 6.0 6.0 7.6 8.8 5.6 5.6 7.2 8.4 5.6 5.6 7.2 8.6 140.0145.0 9.0 8.8 8.6 8.6 5.2 5.2 6.6 7.8 4.8 4.8 6.2 7.4 4.8 4.8 6.2 7.6 145.0 150.0 8.4 8.4 8.4 8.4 4.4 4.4 5.6 6.8 4.0 4.0 5.4 6.6 4.0 4.0 5.4 6.6 150.0 155.0 7.6 7.6 8.2 8.2 3.6 3.6 4.8 6.0 3.2 3.2 4.6 5.6 3.2 3.2 4.6 5.8 155.0160.0 6.8 6.8 7.8 8.0 2.8 2.8 4.2 5.0 2.6 2.6 3.8 4.8 2.6 2.6 3.8 5.0 160.0165.0 6.2 6.2 7.0 7.6 2.2 2.2 3.4 4.2 3.2 4.2 3.2 4.2 165.0170.0 5.4 5.4 6.4 7.0 2.6 3.6 2.4 3.4 2.6 3.4 170.0 175.0 4.8 4.8 5.6 6.2 2.0 2.8 2.6 2.8 175.0 180.0 4.2 3.6 5.0 5.4 2.2 2.0 2.0 180.0185.0 3.6 3.0 4.2 185.0190.0 3.0 2.4 3.6 190.0 195.0 2.4 3.0 195.0 200.0 2.4 200.0 THIS CHART IS ONLY A GUIDE AND SHOULD NOT BE USED TO OPERATE THE CRANE. The individual crane’s load chart, operating instructions and other instructional plates must be read and understood prior to operating the crane Pounds x 1000 Load charts Main boom and bi-fold swingaway 33Grove GMK5250L 52,4 m - 70,0 m (173.1 ft - 229.7 ft)360°12,5 m (41.1 ft)7,8 m(25.6 ft)21 t (46,200 lb) * Luffing under load Feet 173.1 198.3 222.3 229.7 Feetft6.6 + 34.5 6.6 + 34.5 6.6 + 34.5 6.6 + 34.5 5°*5°-20°*20°-35°*35°-50°5°*5°-20°*20°-35°*35°-50°5°*5°-20°*20°-35°*35°-50°5°*5°-20°*20°-35°*35°-50° 40.0 27.6 40.0 45.0 27.6 26.2 45.0 50.0 27.0 24.8 26.2 19.4 16.8 50.055.0 25.8 23.6 21.4 26.2 25.8 19.4 16.8 55.060.0 24.6 22.4 20.6 19.8 23.2 23.2 22.8 19.4 19.4 16.8 16.8 60.065.0 23.2 21.4 20.0 19.2 20.0 20.0 22.6 19.4 19.4 16.8 16.8 65.070.0 21.8 20.6 19.2 18.6 17.2 17.2 19.6 21.2 16.8 16.8 17.8 16.8 16.8 70.0 75.0 20.0 19.6 18.6 18.0 14.8 14.8 17.0 18.6 14.4 14.4 16.4 17.8 14.4 14.4 16.4 75.0 80.0 17.6 17.6 18.0 17.4 12.6 12.6 14.6 16.2 12.4 12.4 14.2 15.6 12.4 12.4 14.2 15.6 80.085.0 15.6 15.6 17.2 16.8 10.6 10.6 12.6 14.0 10.6 10.6 12.2 13.6 10.6 10.6 12.2 13.6 85.090.0 13.8 13.8 15.4 16.4 9.0 9.0 10.8 12.2 9.0 9.0 10.4 11.8 9.0 9.0 10.4 11.8 90.0 95.0 12.2 12.2 13.6 14.6 7.4 7.4 9.2 10.4 7.4 7.4 8.8 10.0 7.6 7.6 9.0 10.0 95.0 100.0 10.8 10.8 12.2 13.0 6.0 6.0 7.8 8.8 6.2 6.2 7.4 8.6 6.2 6.2 7.6 8.6 100.0105.0 9.4 9.4 10.8 11.6 4.8 4.8 6.4 7.4 4.8 4.8 6.2 7.2 5.0 5.0 6.2 7.2 105.0110.0 8.2 8.2 9.4 10.2 3.6 3.6 5.2 6.0 3.8 3.8 5.0 5.8 3.8 3.8 5.0 6.0 110.0115.0 7.2 7.2 8.4 9.0 2.6 2.6 4.0 4.8 2.8 2.8 3.8 4.8 2.8 2.8 4.0 4.8 115.0 120.0 6.2 6.2 7.2 7.8 3.0 3.8 2.8 3.6 3.0 3.8 120.0 125.0 5.2 5.2 6.2 6.8 2.0 2.8 2.6 2.0 2.8 125.0130.0 4.4 4.4 5.4 130.0135.0 3.6 3.6 4.4 135.0 140.0 2.8 2.8 3.6 140.0 145.0 2.2 2.2 3.0 145.0150.0 2.2 150.0 THIS CHART IS ONLY A GUIDE AND SHOULD NOT BE USED TO OPERATE THE CRANE. The individual crane’s load chart, operating instructions and other instructional plates must be read and understood prior to operating the crane Pounds x 1000 Load charts Main boom and bi-fold swingaway 34 52,4 m - 70,0 m (173.1 ft - 229.7 ft)360°21,3 m (69.9 ft)7,8 m(25.6 ft)21 t (46,200 lb) * Luffing under load Feet 173.1 198.3 222.3 229.7 Feet6.6 + 63.3 6.6 + 63.3 6.6 + 63.3 6.6 + 63.3 5°*5°-20°*20°-35°*35°-50°5°*5°-20°*20°-35°*35°-50°5°*5°-20°*20°-35°*35°-50°5°*5°-20°*20°-35°*35°-50° 50.0 14.8 50.0 55.0 14.6 14.2 55.0 60.0 14.6 14.2 60.065.0 14.4 14.0 65.070.0 14.4 13.4 14.0 13.4 70.075.0 14.2 13.2 13.8 13.2 75.080.0 14.0 13.0 11.4 13.8 13.2 11.2 80.0 85.0 14.0 12.6 11.2 12.6 12.6 11.0 85.0 90.0 13.6 12.4 11.0 10.0 10.8 10.8 10.4 90.095.0 13.2 12.2 10.8 10.0 9.4 9.4 9.0 10.0 95.0100.0 12.4 11.8 10.6 10.0 8.0 8.0 7.8 10.0 100.0 105.0 11.0 11.0 10.6 9.8 6.8 6.8 6.6 10.0 105.0 110.0 9.8 9.8 10.4 9.8 5.6 5.6 5.4 9.6 110.0115.0 8.8 8.8 10.2 9.6 4.6 4.6 4.4 8.4 115.0120.0 7.6 7.6 9.2 9.6 3.6 3.6 3.6 7.2 120.0125.0 6.8 6.8 8.2 9.4 2.6 2.6 2.6 6.0 125.0 130.0 6.0 6.0 7.2 8.4 5.0 130.0 135.0 5.2 5.2 6.4 7.4 4.0 135.0140.0 4.4 4.4 5.6 6.6 3.2 140.0145.0 3.6 3.6 4.8 5.8 2.4 145.0 150.0 3.0 3.0 4.0 5.0 150.0 155.0 2.4 2.4 3.4 4.2 155.0160.0 2.8 3.4 160.0165.0 2.2 2.8 165.0170.0 2.2 170.0 THIS CHART IS ONLY A GUIDE AND SHOULD NOT BE USED TO OPERATE THE CRANE. The individual crane’s load chart, operating instructions and other instructional plates must be read and understood prior to operating the crane Load charts Main boom and bi-fold swingaway Pounds x 1000 35Grove GMK5250L 52,4 m - 70,0 m (173.1 ft - 229.7 ft)360°29,3 m (96.1 ft)7,8 m(25.6 ft)80 t (176,300 lb) * Luffing under load Feet 173.1 198.3 222.3 229.7 Feet6.6 + 89.5 6.6 + 89.5 6.6 + 89.5 6.6 + 89.5 5°*5°-20°*20°-35°*35°-50°5°*5°-20°*20°-35°*35°-50°5°*5°-20°*20°-35°*35°-50°5°*5°-20°*20°-35°*35°-50° 55.0 9.8 55.0 60.0 9.8 9.4 60.0 65.0 9.8 9.2 65.070.0 9.8 9.2 8.0 7.4 70.075.0 9.8 9.6 9.2 8.0 7.4 75.080.0 9.6 9.6 9.2 9.0 7.8 7.4 80.085.0 9.6 9.4 9.2 9.0 7.8 7.4 85.0 90.0 9.6 9.2 8.6 9.2 9.0 8.6 7.8 7.8 7.4 7.2 90.0 95.0 9.6 9.0 8.4 7.2 9.2 9.0 8.6 6.6 7.8 7.8 7.0 7.4 7.2 95.0100.0 9.6 8.8 8.2 7.2 9.2 8.8 8.4 6.6 7.8 7.8 7.0 7.4 7.2 6.6 100.0105.0 9.2 8.6 8.2 7.2 9.0 8.8 8.2 6.6 7.8 7.8 7.0 5.6 7.4 7.2 6.6 5.2 105.0 110.0 9.0 8.4 8.0 7.2 9.0 8.6 8.0 6.6 7.8 7.8 7.0 5.6 7.4 7.2 6.6 5.2 110.0 115.0 8.8 8.2 7.8 7.2 9.0 8.4 8.0 6.6 7.8 7.8 7.0 5.6 7.4 7.2 6.6 5.2 115.0120.0 8.6 8.0 7.6 7.2 9.0 8.2 7.8 6.6 7.8 7.8 7.0 5.6 7.4 7.2 6.6 5.2 120.0125.0 8.4 7.8 7.4 7.2 8.8 8.0 7.6 6.6 7.8 7.6 7.0 5.6 7.4 7.2 6.6 5.2 125.0130.0 8.0 7.6 7.2 7.2 8.6 7.8 7.4 6.6 7.8 7.6 7.0 5.6 7.4 7.2 6.6 5.2 130.0 135.0 7.8 7.4 7.2 7.2 8.4 7.6 7.4 6.6 7.8 7.4 7.0 5.6 7.4 7.2 6.6 5.2 135.0 140.0 7.6 7.2 7.0 7.0 8.2 7.4 7.2 6.6 7.8 7.2 7.0 5.6 7.4 7.2 6.6 5.2 140.0145.0 7.2 7.0 6.8 6.8 8.0 7.4 7.0 6.6 7.6 7.2 7.0 5.6 7.4 7.0 6.6 5.2 145.0150.0 7.0 6.8 6.6 6.6 7.8 7.2 7.0 6.6 7.6 7.0 6.8 5.6 7.2 7.0 6.6 5.2 150.0 155.0 6.6 6.6 6.4 6.4 7.6 7.0 6.8 6.6 7.4 7.0 6.8 5.6 6.8 6.8 6.6 5.2 155.0 160.0 6.4 6.4 6.2 6.2 7.4 7.0 6.8 6.6 7.2 6.8 6.6 5.6 6.6 6.6 6.6 5.2 160.0165.0 6.0 6.0 6.0 6.0 7.2 6.8 6.6 6.4 7.0 6.6 6.6 5.6 6.4 6.4 6.4 5.2 165.0170.0 5.8 5.8 5.8 5.8 7.2 6.6 6.4 6.4 6.8 6.6 6.4 5.6 6.2 6.0 6.0 5.2 170.0175.0 5.6 5.6 5.6 5.8 7.0 6.6 6.4 6.2 6.6 6.4 6.2 5.6 6.0 5.8 5.8 5.2 175.0 180.0 5.4 5.4 5.4 5.6 6.8 6.4 6.2 6.2 6.2 6.2 6.0 5.6 5.6 5.6 5.6 5.2 180.0 185.0 5.2 5.2 5.2 5.4 6.6 6.2 6.2 6.2 6.0 6.0 6.0 5.6 5.4 5.4 5.4 5.2 185.0190.0 5.0 5.0 5.0 5.2 6.6 6.2 6.2 6.0 5.8 5.8 5.8 5.6 5.2 5.2 5.2 5.2 190.0195.0 4.8 4.8 4.8 5.0 6.4 6.0 6.0 6.0 5.6 5.6 5.6 5.6 5.0 5.0 5.0 5.2 195.0 200.0 4.6 4.6 4.6 6.2 6.0 6.0 5.8 5.4 5.4 5.4 5.6 4.8 4.8 4.8 5.0 200.0 205.0 4.4 4.4 4.4 6.0 5.8 5.8 5.8 5.2 5.2 5.2 5.4 4.6 4.6 4.8 4.8 205.0210.0 4.2 4.2 4.2 5.8 5.8 5.8 5.8 5.0 5.0 5.0 5.2 4.6 4.6 4.6 4.6 210.0215.0 4.0 4.0 4.0 5.8 5.6 5.6 5.0 5.0 5.0 5.0 4.4 4.4 4.4 4.4 215.0220.0 3.8 3.8 4.0 5.6 5.6 5.6 4.8 4.8 4.8 4.8 4.2 4.2 4.2 4.4 220.0 225.0 3.6 3.6 3.8 5.4 5.4 5.4 4.6 4.6 4.6 4.0 4.0 4.0 4.2 225.0 230.0 3.6 3.6 5.2 5.2 5.2 4.4 4.4 4.4 3.8 3.8 4.0 230.0235.0 3.4 3.4 5.0 5.0 5.0 4.2 4.2 4.4 3.8 3.8 3.8 235.0240.0 3.2 3.2 5.0 5.0 5.0 4.2 4.2 4.2 3.6 3.6 3.6 240.0245.0 3.0 3.0 4.6 4.6 4.8 4.0 4.0 4.0 3.4 3.4 3.4 245.0 250.0 3.0 3.0 4.2 4.2 3.8 3.8 4.0 3.4 3.4 3.4 250.0255.0 2.8 3.6 3.6 3.4 3.4 3.8 3.2 3.2 3.2 255.0260.0 3.2 3.2 3.0 3.0 3.4 3.0 3.0 3.2 260.0265.0 2.8 2.8 2.6 2.6 3.0 2.6 2.6 3.0 265.0 270.0 2.4 2.4 2.2 2.2 2.6 2.2 2.2 2.6 270.0 275.0 2.0 2.2 275.0 THIS CHART IS ONLY A GUIDE AND SHOULD NOT BE USED TO OPERATE THE CRANE. The individual crane’s load chart, operating instructions and other instructional plates must be read and understood prior to operating the crane Load charts Main boom and bi-fold swingaway Pounds x 1000 36 52,4 m - 70,0 m (173.1 ft - 229.7 ft)360°37,3 m (122.4 ft)7,8 m(25.6 ft)80 t (176,300 lb) * Luffing under load Feet 173.1 198.3 222.3 229.7 Feet6.6 + 115.8 6.6 + 115.8 6.6 + 115.8 6.6 + 115.8 5°*5°-20°*20°-35°*35°-50°5°*5°-20°*20°-35°*35°-50°5°*5°-20°*20°-35°*35°-50°5°*5°-20°*20°-35°*35°-50° 60.0 6.6 60.0 65.0 6.6 65.0 70.0 6.6 6.4 5.2 70.075.0 6.4 6.4 5.2 4.8 75.080.0 6.4 6.4 5.2 4.8 80.085.0 6.4 6.4 5.2 4.8 85.090.0 6.4 6.4 6.4 5.2 4.8 90.0 95.0 6.4 6.4 6.2 6.2 5.2 4.8 95.0 100.0 6.4 6.4 6.2 6.2 5.2 5.2 4.8 4.8 100.0105.0 6.4 6.2 6.0 6.2 6.2 5.2 5.2 4.8 4.8 105.0110.0 6.4 6.0 5.8 6.2 6.2 5.2 5.2 4.8 4.8 110.0 115.0 6.4 6.0 5.6 6.2 6.0 5.8 5.2 5.0 4.8 4.8 115.0 120.0 6.2 5.8 5.4 4.6 6.2 6.0 5.6 5.2 5.0 4.8 4.8 120.0125.0 6.2 5.6 5.4 4.6 6.2 5.8 5.4 4.4 5.2 5.0 4.8 4.8 4.8 4.4 125.0130.0 6.0 5.6 5.2 4.6 6.2 5.6 5.4 4.4 5.2 5.0 4.8 4.8 4.8 4.4 130.0135.0 5.8 5.4 5.2 4.6 6.0 5.6 5.2 4.4 5.2 5.0 4.8 4.8 4.8 4.4 135.0 140.0 5.8 5.2 5.0 4.6 6.0 5.4 5.2 4.4 5.2 5.0 4.8 4.8 4.8 4.4 140.0 145.0 5.6 5.2 4.8 4.6 5.8 5.2 5.0 4.4 5.2 5.0 4.8 4.8 4.8 4.4 145.0150.0 5.4 5.0 4.8 4.6 5.6 5.2 4.8 4.4 5.2 5.0 4.8 4.8 4.8 4.4 150.0155.0 5.2 4.8 4.6 4.6 5.6 5.0 4.8 4.4 5.0 4.8 4.6 4.8 4.6 4.4 155.0 160.0 5.0 4.8 4.6 4.6 5.4 5.0 4.8 4.4 5.0 4.8 4.6 4.8 4.6 4.4 160.0 165.0 5.0 4.6 4.4 4.4 5.2 4.8 4.6 4.4 5.0 4.6 4.6 4.8 4.6 4.4 165.0170.0 4.8 4.4 4.4 4.4 5.2 4.8 4.6 4.4 5.0 4.6 4.4 4.8 4.4 4.4 170.0175.0 4.6 4.4 4.2 4.4 5.0 4.6 4.4 4.4 4.8 4.6 4.4 4.6 4.4 4.4 175.0180.0 4.4 4.2 4.2 4.2 4.8 4.4 4.4 4.4 4.8 4.4 4.2 4.6 4.4 4.2 180.0 185.0 4.2 4.0 4.0 4.2 4.8 4.4 4.2 4.2 4.6 4.4 4.2 4.4 4.2 4.2 185.0 190.0 4.0 4.0 4.0 4.0 4.6 4.4 4.2 4.2 4.6 4.2 4.2 4.2 4.2 4.2 190.0195.0 3.8 3.8 3.8 4.0 4.6 4.2 4.2 4.2 4.4 4.2 4.0 4.0 4.0 4.0 195.0200.0 3.6 3.6 3.6 3.8 4.4 4.2 4.0 4.2 4.2 4.0 4.0 3.8 3.8 4.0 200.0 205.0 3.4 3.6 3.6 3.6 4.4 4.0 4.0 4.0 4.2 4.0 4.0 3.6 3.8 3.8 205.0 210.0 3.2 3.4 3.4 3.6 4.2 4.0 4.0 4.0 4.0 3.8 3.8 3.4 3.6 3.6 210.0215.0 3.2 3.2 3.4 3.4 4.2 3.8 3.8 4.0 3.8 3.8 3.8 3.4 3.4 3.6 215.0220.0 3.0 3.0 3.2 3.4 4.0 3.8 3.8 4.0 3.6 3.6 3.6 3.2 3.2 3.4 220.0225.0 2.8 3.0 3.0 4.0 3.8 3.8 3.8 3.6 3.6 3.6 3.0 3.2 3.2 225.0 230.0 2.6 2.8 3.0 3.8 3.6 3.6 3.8 3.4 3.4 3.4 2.8 3.0 3.2 230.0 235.0 2.6 2.6 2.8 3.8 3.6 3.6 3.8 3.2 3.4 3.4 2.8 2.8 3.0 235.0240.0 2.4 2.4 2.6 3.6 3.6 3.6 3.2 3.2 3.2 2.6 2.8 2.8 240.0245.0 2.2 2.4 2.4 3.6 3.4 3.6 3.0 3.0 3.2 2.6 2.6 2.8 245.0250.0 2.2 2.2 2.4 3.4 3.4 3.4 2.8 3.0 3.0 2.4 2.4 2.6 250.0 255.0 2.0 2.2 2.2 3.4 3.4 3.4 2.8 2.8 3.0 2.2 2.4 2.4 255.0260.0 3.2 3.2 3.4 2.6 2.6 2.8 2.2 2.2 2.4 260.0265.0 3.2 3.2 3.4 2.6 2.6 2.8 2.0 2.2 2.2 265.0270.0 2.8 2.8 3.2 2.4 2.4 2.6 2.0 2.2 270.0 275.0 2.4 2.4 2.8 2.0 2.0 2.4 2.0 275.0 280.0 2.2 280.0 THIS CHART IS ONLY A GUIDE AND SHOULD NOT BE USED TO OPERATE THE CRANE. The individual crane’s load chart, operating instructions and other instructional plates must be read and understood prior to operating the crane Load charts Main boom and bi-fold swingaway Pounds x 1000 37Grove GMK5250L 52,4 m - 70,0 m (173.1 ft - 229.7 ft)80 t (176,300 lb)7,8 m (25.6 ft)360°29,5/37,3 m (96.1/122.4 ft) . ft °°°°. . . . . . . . . . . . . +. ft . ft . ft . ft . . . . . . ... .. . . . . . . THIS CHART IS ONLY A GUIDE AND SHOULD NOT BE USED TO OPERATE THE CRANE. The individual crane’s load chart, operating instructions and other instructional plates must be read and understood prior to operating the crane Working range Main boom, inserts and bi-fold swingaway with inserts 38 52,4 m - 70,0 m (173.1 ft - 229.7 ft)360°29,3 m (96.1 ft)7,8 m(25.6 ft)80 t (176,300 lb) * Luffing under load Feet 173.1 198.3 222.3 229.7 Feet6.6 + 89.5 6.6 + 89.5 6.6 + 89.5 6.6 + 89.5 5°*5°-20°*20°-35°*35°-50°5°*5°-20°*20°-35°*35°-50°5°*5°-20°*20°-35°*35°-50°5°*5°-20°*20°-35°*35°-50° 55.0 10.2 55.0 60.0 10.2 10.2 60.0 65.0 10.2 10.2 65.070.0 10.2 10.2 8.6 70.075.0 10.2 10.2 8.6 8.0 75.080.0 10.2 10.2 8.6 8.0 80.085.0 10.2 10.0 8.6 8.0 85.0 90.0 10.2 9.4 10.0 8.6 8.0 90.0 95.0 10.0 9.2 10.0 9.2 8.6 8.0 95.0100.0 10.0 9.0 8.2 9.8 9.0 8.6 8.0 100.0105.0 9.8 9.0 8.0 9.8 9.0 8.2 8.6 8.4 8.0 8.0 105.0 110.0 9.6 8.6 8.0 9.6 8.8 8.0 8.6 8.4 8.0 8.0 110.0 115.0 9.2 8.4 7.8 7.2 9.6 8.8 8.0 8.6 8.2 8.0 7.8 115.0120.0 9.0 8.2 7.6 7.2 9.4 8.6 7.8 7.2 8.6 8.2 7.6 8.0 7.8 7.6 120.0125.0 8.6 7.8 7.4 7.2 9.4 8.6 7.8 7.2 8.6 8.0 7.6 7.8 7.6 7.6 125.0130.0 8.4 7.6 7.2 7.0 9.2 8.4 7.6 7.2 8.6 7.8 7.4 7.8 7.6 7.4 130.0 135.0 8.0 7.4 7.0 6.8 9.2 8.2 7.6 7.2 8.4 7.6 7.2 7.0 7.8 7.4 7.2 6.8 135.0 140.0 7.8 7.2 6.8 6.6 9.0 8.2 7.4 7.0 8.2 7.6 7.0 6.8 7.6 7.2 7.0 6.6 140.0145.0 7.4 7.0 6.6 6.4 9.0 8.0 7.4 7.0 8.0 7.4 6.8 6.6 7.6 7.0 6.8 6.6 145.0150.0 7.2 6.8 6.4 6.4 8.8 8.0 7.4 7.0 7.8 7.2 6.8 6.6 7.4 6.8 6.8 6.4 150.0 155.0 7.0 6.6 6.2 6.2 8.6 7.8 7.2 7.0 7.6 7.0 6.6 6.4 7.2 6.8 6.6 6.2 155.0 160.0 6.6 6.4 6.0 6.0 8.4 7.8 7.2 7.0 7.4 6.8 6.4 6.4 6.8 6.6 6.4 6.2 160.0165.0 6.4 6.2 6.0 5.8 8.2 7.6 7.2 6.8 7.2 6.6 6.4 6.2 6.6 6.4 6.4 6.0 165.0170.0 6.2 6.0 5.8 5.8 8.0 7.4 7.0 6.8 7.0 6.6 6.2 6.0 6.4 6.2 6.2 6.0 170.0175.0 5.8 5.8 5.6 5.6 7.6 7.2 7.0 6.8 6.8 6.4 6.0 6.0 6.2 6.0 6.0 5.8 175.0 180.0 5.6 5.6 5.6 5.6 7.4 7.2 6.8 6.6 6.6 6.2 6.0 5.8 6.0 5.8 6.0 5.8 180.0 185.0 5.4 5.4 5.4 5.4 7.2 7.0 6.6 6.6 6.4 6.0 5.8 5.8 5.8 5.6 5.8 5.6 185.0190.0 5.2 5.2 5.2 5.4 7.0 6.8 6.6 6.6 6.2 6.0 5.6 5.6 5.6 5.4 5.6 5.6 190.0195.0 5.0 5.0 5.0 5.2 6.8 6.6 6.4 6.4 6.0 5.8 5.6 5.6 5.4 5.2 5.6 5.4 195.0 200.0 4.8 4.8 5.0 5.2 6.6 6.4 6.4 6.4 5.8 5.6 5.4 5.4 5.2 5.0 5.4 5.2 200.0 205.0 4.6 4.6 4.8 6.4 6.2 6.2 6.4 5.6 5.4 5.4 5.4 5.0 4.8 5.4 5.2 205.0210.0 4.4 4.4 4.6 6.2 6.0 6.0 6.2 5.4 5.2 5.2 5.4 4.8 4.8 5.2 5.0 210.0215.0 4.2 4.4 4.4 6.0 5.8 6.0 6.2 5.2 5.2 5.2 5.2 4.6 4.6 5.2 4.8 215.0220.0 4.2 4.2 4.2 5.8 5.8 5.8 5.0 5.0 5.0 5.2 4.4 4.4 5.0 4.6 220.0 225.0 4.0 4.0 4.2 5.6 5.6 5.6 4.8 4.8 4.8 5.0 4.4 4.2 4.8 4.6 225.0 230.0 3.8 3.8 5.6 5.4 5.6 4.8 4.6 4.8 5.0 4.2 4.2 4.8 4.4 230.0235.0 3.6 3.8 5.4 5.4 5.4 4.6 4.6 4.6 4.8 4.0 4.0 4.0 4.2 235.0240.0 3.6 3.6 5.2 5.2 5.2 4.4 4.4 4.6 3.8 3.8 4.0 4.2 240.0245.0 3.4 3.4 5.2 5.0 5.2 4.4 4.2 4.4 3.8 3.8 3.8 245.0 250.0 3.2 3.4 4.6 4.6 5.0 4.2 4.2 4.2 3.6 3.6 3.8 250.0255.0 3.2 4.2 4.2 4.6 4.0 4.0 4.2 3.4 3.4 3.6 255.0260.0 3.6 3.6 3.4 3.4 4.0 3.4 3.4 3.4 260.0265.0 3.2 3.2 3.0 3.0 3.6 3.0 3.0 3.4 265.0 270.0 2.8 2.8 2.6 2.6 2.6 2.6 3.2 270.0 275.0 2.4 2.2 2.2 2.2 2.2 2.8 275.0 THIS CHART IS ONLY A GUIDE AND SHOULD NOT BE USED TO OPERATE THE CRANE. The individual crane’s load chart, operating instructions and other instructional plates must be read and understood prior to operating the crane Load charts Main boom, inserts and bi-fold swingaway with insert Pounds x 1000 39Grove GMK5250L 52,4 m - 70,0 m (173.1 ft - 229.7 ft)360°37,3 m (122.4 ft)7,8 m(25.6 ft)80 t (176,300 lb) * Luffing under load Feet 173.1 198.3 222.3 229.7 Feet6.6 + 115.8 6.6 + 115.8 6.6 + 115.8 6.6 + 115.8 5°*5°-20°*20°-35°*35°-50°5°*5°-20°*20°-35°*35°-50°5°*5°-20°*20°-35°*35°-50°5°*5°-20°*20°-35°*35°-50° 70.0 7.0 70.0 75.0 7.0 6.8 75.0 80.0 7.0 6.8 5.8 80.085.0 7.0 6.8 5.8 85.090.0 7.0 6.8 5.8 5.4 90.095.0 6.8 6.4 6.8 5.8 5.4 95.0100.0 6.8 6.2 6.8 5.8 5.4 100.0 105.0 6.8 6.2 6.8 6.2 5.8 5.4 105.0 110.0 6.6 6.0 6.6 6.2 5.8 5.4 110.0115.0 6.6 6.0 6.6 6.0 5.8 5.4 5.4 5.2 115.0120.0 6.4 6.0 5.4 6.6 6.0 5.8 5.4 5.4 5.2 120.0 125.0 6.4 5.8 5.2 6.4 6.0 5.8 5.4 5.4 5.2 125.0 130.0 6.4 5.8 5.2 6.4 5.8 5.6 5.4 5.4 5.2 130.0135.0 6.2 5.8 5.2 6.4 5.8 5.2 5.6 5.4 5.4 5.2 135.0140.0 6.2 5.6 5.0 4.6 6.2 5.8 5.2 5.6 5.2 5.0 5.2 5.0 5.0 140.0145.0 6.0 5.4 5.0 4.6 6.2 5.6 5.0 5.6 5.2 5.0 5.2 5.0 4.8 145.0 150.0 5.8 5.2 4.8 4.6 6.0 5.6 5.0 5.6 5.2 4.8 5.2 5.0 4.8 150.0 155.0 5.6 5.0 4.8 4.6 6.0 5.4 5.0 4.6 5.4 5.2 4.8 5.2 5.0 4.8 155.0160.0 5.4 4.8 4.6 4.4 6.0 5.4 4.8 4.6 5.4 5.2 4.8 4.4 5.0 5.0 4.6 4.6 160.0165.0 5.2 4.8 4.4 4.4 5.8 5.2 4.8 4.4 5.4 5.0 4.8 4.4 5.0 4.8 4.6 4.4 165.0 170.0 5.0 4.6 4.4 4.2 5.8 5.2 4.8 4.4 5.4 5.0 4.6 4.4 5.0 4.8 4.4 4.4 170.0 175.0 4.8 4.4 4.2 4.2 5.8 5.2 4.6 4.4 5.2 4.8 4.4 4.4 5.0 4.6 4.4 4.2 175.0180.0 4.6 4.2 4.0 4.0 5.6 5.0 4.6 4.4 5.0 4.6 4.4 4.2 4.8 4.4 4.2 4.2 180.0185.0 4.4 4.2 4.0 4.0 5.6 5.0 4.6 4.4 5.0 4.6 4.2 4.2 4.6 4.4 4.2 4.0 185.0190.0 4.2 4.0 3.8 3.8 5.4 5.0 4.6 4.4 4.8 4.4 4.2 4.0 4.4 4.2 4.0 4.0 190.0 195.0 4.0 3.8 3.8 3.8 5.4 4.8 4.6 4.4 4.6 4.2 4.0 4.0 4.2 4.2 4.0 3.8 195.0 200.0 3.8 3.8 3.6 3.6 5.2 4.8 4.4 4.4 4.6 4.2 4.0 4.0 4.0 4.0 3.8 3.8 200.0205.0 3.6 3.6 3.6 3.6 5.0 4.8 4.4 4.4 4.4 4.0 3.8 3.8 3.8 3.8 3.8 3.8 205.0210.0 3.6 3.6 3.4 3.4 5.0 4.6 4.4 4.2 4.2 4.0 3.8 3.8 3.8 3.6 3.6 3.6 210.0 215.0 3.4 3.4 3.4 3.4 4.8 4.6 4.4 4.2 4.0 3.8 3.6 3.6 3.6 3.6 3.6 3.6 215.0 220.0 3.2 3.2 3.2 3.2 4.6 4.4 4.2 4.2 4.0 3.8 3.6 3.6 3.4 3.4 3.4 3.4 220.0225.0 3.0 3.0 3.2 3.2 4.4 4.4 4.2 4.2 3.8 3.6 3.6 3.6 3.2 3.2 3.2 3.4 225.0230.0 3.0 3.0 3.0 4.2 4.2 4.2 4.2 3.6 3.6 3.4 3.4 3.2 3.2 3.2 3.2 230.0235.0 2.8 2.8 2.8 4.2 4.0 4.0 4.0 3.4 3.4 3.4 3.4 3.0 3.0 3.0 3.0 235.0 240.0 2.6 2.6 2.8 4.0 4.0 4.0 4.0 3.4 3.4 3.2 3.2 2.8 2.8 2.8 3.0 240.0 245.0 2.6 2.6 2.6 3.8 3.8 3.8 3.2 3.2 3.2 3.2 2.8 2.8 2.8 2.8 245.0250.0 2.4 2.4 2.4 3.8 3.8 3.8 3.2 3.2 3.2 3.2 2.6 2.6 2.6 2.8 250.0255.0 2.2 2.2 2.4 3.6 3.6 3.6 3.0 3.0 3.0 3.0 2.6 2.6 2.6 2.6 255.0260.0 2.2 2.2 3.6 3.6 3.6 2.8 2.8 2.8 3.0 2.4 2.4 2.4 2.6 260.0 265.0 2.0 2.0 3.4 3.4 3.4 2.8 2.8 2.8 2.2 2.2 2.4 2.4 265.0270.0 3.2 3.2 3.4 2.6 2.6 2.6 2.2 2.2 2.2 270.0275.0 2.8 2.8 3.2 2.4 2.4 2.6 2.0 2.0 2.2 275.0280.0 2.4 2.4 3.0 2.0 2.0 2.4 2.0 280.0285.0 2.4 285.0 THIS CHART IS ONLY A GUIDE AND SHOULD NOT BE USED TO OPERATE THE CRANE. The individual crane’s load chart, operating instructions and other instructional plates must be read and understood prior to operating the crane Load charts Main boom, inserts and bi-fold swingaway with insert Pounds x 1000 The lifting capacities correspond to ASME 30.5 The lifting capacities likewise fulfil the requirements of SAEJ1289 and ISO 4305 with regard to stability. The lifting capacities are given in 1,000 lbs. Lifting capacity = Payload + weight of hook block and suspending device. The lifting capacities for the main boom only apply with the jib dismantled. Lifting capacities > 133 t (294,000 lb) require additional equipment. Lifting capacities > 179 t (394,000 lb) require special equipment. The right is reserved to modify the load-carrying capacities. Note: The details in this brochure serve only as general information. The determinant values for the operation of the crane are the lifting capacity tables belonging to it and the operating instructions. Lifting capacities are indicated by boom length for different levels of extension. The actual boom length will be in accordance with the select- ed configuration for boom extension. 40 Superstructure Boom 13,3 m to 70,0 m (43.5 ft to 229.7 ft) seven-section TWIN-LOCK™ boom. Maximum tip height 73,0 m (239.5 ft). Boom elevation 1 cylinder with safety valve, boom angle from -1.5° to +82°. Load moment and independent anti-two block system Load moment and independent anti-two block system with audio visual warning and control lever lock-out. These systems provide graphic display of boom angle, length, radius, tip height, relative load moment, maximum permissible load, load indication and warning of impending two-block condition with lock-out hoist function. Cab Aluminium, full vision, tiltable (approx. 20°), safety glass, adjustable operator’s seat with suspension, engine-independent heater. Armrest-integrated crane controls. Ergonomically arranged instrumentation and crane operating controls. Slewing 3 slewing gears with axial piston motors, planetary gears, automatic brake. Counterweight 80 tonnes (176,300 lb), consisting of various sections (50 t [110,200 lb] within 3,00 m [9.84 ft] vehicle width). Hydraulic removal system. Hydraulic system 2 seperate circuits, 1 axial piston vaiable displacement pump with electronic power limiting control and axial piston variable displacement pump for slewing. Thermostatically controlled oil cooler. Tank capacity: 890 l (235 gallons). Control system Full electronic control of all crane movements using electrical control levers with automatic reset to zero. Integrated with the RCL and engine management system by CAN-BUS. Crane Control System (CCS) with system with graphic display. Hoist Axial piston motor with planetary gear and brake. Drum rotation indicator. Hoist camera with light. * Optional equipment • Bi-fold swingaway, 12/21 m (39/69 ft)- with hydraulic offset and luffing under load (5° - 50°), controlled from the crane cab. • Boom extension, jib extension(s) 29/37 m (95/121 ft), consisting of bi-fold swingaway and 2 boom/jib extensions. • Auxiliary hoist, self-rigging via counterweight • Auxiliary boom nose using one part of line • Auxiliary boom nose using two parts of line • Air-conditioning system • 2,0 m (6.6 ft) side stowed stub jib using 4 parts of line. Offset 8° and 30° Carrier Chassis Special five-axle chassis, all-welded torsion-resistant box type construction in high strength steel. Outriggers 4 double hydraulically telescoping beams with vertical cylinders and outrigger pads. Independent horizontal and vertical movement control on each side of the carrier and from the operators cab. Electronic level indicator with automatic levelling system. Engine Mercedes Benz OM471LA, diesel, six cylinders, water cooled, turbocharged, 390 kW (532 HP) at 1700 rpm (80/1269 EWG fan loose). Max. torque: 2460 Nm (1814 ft lb) at 1300 rpm. Fuel tank: 300 l + 350 l (79 + 92,5 gallons). Engine emission: Euromot 4 / EPA / CARB Tier 4 final (non-road). Transmission Mercedes G 280 with VIAB -16 gears forwards and 2 reverse. 1-stage transfer case with longitudinal differential lock and VIAB turbo retarder coupling. Drive/Steer 10 x 6 x 10. Axle lines 5 axle lines, axle lines 2, 4 and 5 steered and driven. Axle lines 1 and 3 steered. Suspension MEGATRAK®. All wheels with independent hydropneumatic suspension and hydraulic lockout. Longitudinal and transverse level control with automatic on highway levelling system. Range +170 mm/-130 mm (6.69 in/ -5.12 in). Active suspension control on outrigger control units. Tires 10 tires, size 445/95 R25 (16.00 R25). Steering Dual circuit, hydraulic power assisted steering with emergency steering pump. Axle lines 1, 2, 3 and 5 steer on highway (steer by wire). Separate electronic hydraulic (steer by wire) steering of the 4th, and 5th axle line for all wheel steering and crabbing. Brakes Service brake: pneumatic dual circuit disc brakes acting on all wheels, air dryer. Permanent brake: exhaust brake and constant throttle brake. Parking brake: pneumatically operated spring-loaded brake acting on axle lines 2, 3, 4 and 5. Driver’s Cab Composite designed aluminium and fibre reinforced plastic, 2-person-design, safety glass, driver seat with pneumatic suspension, engine-dependent hot water heater. Complete instrumentation and driving controls. Air condition. 12 V plug. Two rotating beacons. Fire extinguisher. Electrical system Three-phase alternator 28 V/100A, 2 batteries 12 V/170 Ah. Lighting system and signals 24 V. * Optional equipment • 10 x 8 x 10 • 10 tires, size 445/95 R25 (16.00 R25). • 10 tires, size 525/80 R25 (20.5 R25). - Vehicle width 3,10 m (10.17 ft) • Folding bunk bed in carrier cab. • Engine-independent hot water heater, with engine pre-heater. • Reverse camera system. • Crane Star telematics system. * Other optional equipment on request. Specifications 41Grove GMK5250L Symbols glossary Axles Counterweight OutriggersMain hoist RadiusAuxiliary hoistCrane functionsAxle load SpeedHydraulic systemDrive/SteerBoom elevation SuspensionElectrical system Lattice extensionBoom telescoping Transmission / Gear Lattice extension (luffing)EngineBrakes TyresLow rangeGradeabilityCarrier frame Slewing/Working rangeHookblock / CapacityCrane travelBoom Travel speedLuffing JibFree on wheelsCab mp/h Manitowoc Cranes www.manitowoc.com This document is non-contractual. Constant improvement and engineering progress make it necessary that we reserve the right to make specification, equipment, and price changes without notice. Illustrations shown may include optional equipment and accessories and may not include all standard equipment. China Shanghai, China Tel: +86 21 6457 0066 Fax: +86 21 6457 4955 Greater Asia-Pacific Singapore Tel: +65 6264 1188 Fax: +65 6862 4040 Dubai, UAE Tel: +971 4 8862677 Fax: +971 4 8862678/79 Europe, Middle East, Africa Dardilly, France - TOWERS Tel: +33 (0)4 72 18 20 20 Fax: +33 (0)4 72 18 20 00 Wilhelmshaven, Germany - MOBILE Tel: +49 (0) 4421 294 0 Fax: +49 (0) 4421 294 4301 Americas Manitowoc, Wisconsin, USA Tel: +920 684 4410 Fax: +1 920 652 9778 Shady Grove, Pennsylvania, USA Tel: +1 717 597 8121 Fax: +1 717 597 4062 Regional headquarters ©2017 The Manitowoc Company, Inc. Form No. GMK5250L Part No 15-004/1M/1117 US +1 972-684-5736 | UK +44 1642 744950 signature-systems.com MODULE SIZE WEIGHT 1,025 lbs (464.9 kg) FLANGE THICKNESS 2 in (5.08 cm) COLOR Orange MATERIAL High-Density Polyethylene (HDPE) with special impact modifiers that incorporate UV resistance and anti-static properties WEIGHT LOADING 600 psi, depending on subsurface conditions FLAMMABILITY RESISTANCE UL94HB CONNECTION SYSTEM Aluminum core pin with engineered plastic casing that inserts directly into large pin holes in the mat, eliminating the need for the cam system. A simple twist of a T-bar tool grabs both mats directly and locks mats into place. SHIPPING INFO ©2022 Signature Systems + WITH MDX CONNECTION SYSTEM ACTUAL 7.5’ L x 14’ W x 4” H (105 2) 2.3 m x 4.3 m x 10.16 cm (9.75 m2) USABLE (DUE TO FLANGE) 6.5’ L x 13’ W x 4” H (84.5 2) 1.98 m x 3.96 m x 10.16 cm (7.85 m2) U.S. standard 48 . flatbed truck: 42 mats 40 ISO shipping container: 42 mats 20 ISO shipping container: 20 mats - 1 stack, 20 full mats high U.K. lorry/EU trucks: Up to 50 mats 1 225620v1 OVERWIEGHT LOAD AGREEMENT THIS AGREEMENT (this “Agreement”) is made and entered into this __ day of ____________, 202___ (“Effective Date”), by and between the CITY OF EDINA, a Minnesota municipal corporation (“City”) and BHATTI SURGERY CENTER AND CLINIC, a Minnesota limited liability company (“Company”). 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: 1. Pursuant to Minnesota Statute §§169.86 subd. 1(a), 169.87, and City Ordinance Sec. 26-106 restricting axle loads during certain times of the year, the following company: Bhatti Surgery Center and Clinic 1447-1457 White Oak Dr. Chaska, MN 55318 and their designee is authorized to operate equipment, transport a crane, and receive and distribute loads (“Work”) on a section of Barrie Road subject to the terms of this Agreement. 2. Company has employed RJM Construction (“Contractor”) to do the work on site at 6500 Barrie Road in Edina. A letter, from Contractor regarding this project and describing the Work is attached hereto as Exhibit A. 3. Company affirms and commits to the assertions, responsibilities, and assurances conveyed in Exhibit A. 4. Specifically, the Company commits to the following: a. Company shall ensure that City is provided engineered load data that represents the applied load of this crane on the roadway with the use of Heavy-Duty Track Mats to demonstrate and validate the magnitude of the Work. Engineered calculations will be provided to City of Edina Public Works for review/verification. b. Company shall ensure that portions of Barrie Road between West 66th Street and West 65th Street will be GPR Scanned to analyze subgrade conditions prior to the Work. This report will be delivered for review by all parties before final approval is granted. c. Company shall ensure a survey of Barrie Road between West 66th Street and West 65th Street is completed before and after the Work. The survey will include road conditions and pavement grades prior to and after crane mobilization to document and validate the impact of proposed road use. d. Company shall ensure that the City is provided a bond of at least $36,000.00 for the total potential estimated road repair costs as surety that all road repairs determined to be a result of the Work. 2 225620v1 e. Company shall be responsible for all costs of repair due to damages caused by the Work. 5. The Work shall only occur on the section of Barrie Road depicted on page 5 of Exhibit A. 6. This Agreement shall only be in effect until ___________, 2023. 7. Except to the extent caused by the willful misconduct or negligence of the City, its employees, agents, guests or invitees, or arising out of the default by the City and its officers, employees or agents of obligations made pursuant to a contract with Company, including this Agreement, Company hereby covenants and agrees to assume and to permanently indemnify and save harmless the City and its employees, agents, successors and assigns from and against any and all claims, demands, actions, damages, costs, expenses, attorneys’ fees, and liability in connection with the loss of life, personal injury and/or damage to property arising from or out of any occurrence in, at, upon, or from the Work, or in connection with the use or occupancy of Barrie Road or any other City road, or any part thereof, by the Company. 8. Company shall procure and maintain continuously in effect (or shall cause the same to occur), policies of insurance of the kind and minimum amounts as are customarily maintained with respect to facilities and improvements similar to the Work, to be reviewed from time to time by the parties and adjusted in accordance with the requirements of Minnesota Statutes Section 466.04. a. Company shall, within a commercially reasonable time 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. b. Nothing herein shall be deemed or constitute a waiver by the City of any statutory limitations on liability, statutory or common law immunities or any defenses that would otherwise be available to it in claims by third parties, including specifically the maximum liability amount contained in Minnesota Statutes Section 466.04. 9. 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 the parties to this Agreement unless in writing and signed by such parties. 10. 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 dispatched by registered or certified mail, postage prepaid, return receipt requested, or delivered personally. In the case of the Company, is addressed to or delivered personally to the Company at: Bhatti Surgery Center and Clinic Attention: COO 1447-1457 White Oak Dr. Chaska, MN 55318 3 225620v1 In the case of the City, is addressed to or delivered personally to the City at: City of Edina Attention: City Manager 4801 W. 50th St. Edina, Minnesota 55424 with a copy to: Dave Kendall Grand Oak Office Center I 860 Blue Gentian Road, #290 Eagan, Minnesota 55121 11. This Agreement may be executed in any number of counterparts, each of which shall constitute one and the same instrument. 12. This Agreement will be governed and construed in accordance with the laws of the State of Minnesota. Any dispute arising from this Agreement shall be venued in Hennepin County, Minnesota. [SIGNATURES APPEAR ON FOLLOWING PAGES] 4 225620v1 IN WITNESS WHEREOF, the City and the 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 By _________________________________ ___________________ Its Mayor By _________________________________ ___________________ Its 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, on its behalf. _______________________________________ Notary Public 5 225620v1 ________________________ By ____________________________________ Christopher Murgic Its Chief Operations Officer STATE OF MINNESOTA ) ) ss. COUNTY OF __________ ) The foregoing instrument was acknowledged before me this ___ day of ______, 202__, by __________________________, the _____________________________ of __________________________, on its behalf. _______________________________________ Notary Public DRAFTED BY: Campbell Knutson Professional Association Grand oak Office Center I 860 Blue Gentian Road, #290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 LK 6 225620v1 EXHIBIT A Letter from RJM Date: March 21, 2023 Agenda Item #: VI.G. To:Mayor and City Council Item Type: Report / Recommendation From:Ross Bintner P.E., Engineering Services Manager Item Activity: Subject:Resolution No. 2023-24: Approving Metropolitan Council Environmental Services Grant Application and Agreement Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Adopt Resolution No. 2023-24 approving Metropolitan Council Environmental (MCES) Services grant application and agreement. INTRODUCTION: Resolution No. 2023-24 is required to submit a grant application for reimbursement of sanitary sewer expenses as part of the MCES inflow and infiltration program. The grant agreement will come at a later date for the Mayor and City Manager to sign. ATTACHMENTS: Description Resolution No. 2023-24: Approving MCES Grant Application and Agreement RESOLUTION NO. 2023-24 APPROVING GRANT APPLICATION AND AGREEMENT BETWEEN THE METROPOLITAN COUNCIL AND THE CITY OF EDINA FOR SEWER REHABILITATION WORK (INFLOW AND INFILTRATION ABATEMENT PROJECTS) WHEREAS, the Minnesota Legislature has appropriated to the Metropolitan Council funds for a grant program to be administered by the Council for the purpose of providing grants to municipalities for capital improvements to public municipal wastewater collection systems to reduce the amount of inflow and infiltration to the Council’s metropolitan sanitary sewer disposal system (“I/I Municipal Grant Program”); and WHEREAS, the City of Edina submitted a preliminary application for grant funds and the Council identified the City has a contributor of excessive inflow and infiltration to the Council’s metropolitan sanitary sewer disposal system and thus an eligible applicant for grant funds under the I/I Municipal Grant Program; NOW THEREFORE, BE IT RESOLVED by the City Council of the City of Edina that the City Council approves the grant application and agreement between the Metropolitan Council and the City of Edina and authorizes the Mayor and City Manager to sign said grant agreement. Dated: March 21, 2023 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 March 21, 2023, and as recorded in the Minutes of said Regular Meeting. WITNESS my hand and seal of said City this ______ day of __________, 20___. _______________________________ City Clerk Date: March 21, 2023 Agenda Item #: VI.H. 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: Professional Services for Eden Avenue and Grange Road Roundabouts Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Request for Purchase for Change Order for professional services for Eden Avenue and Grange Road roundabouts with SEH for $265,200. INTRODUCTION: The HRA accepted the East Grandview Transportation Study associated with the redevelopment of 4917 Eden Avenue (old P erkins site). That study identified improvements on Eden Avenue, Grange Road, and 50th Street to improve safety of cyclist and pedestrians along with improving traffic safety and operations. This contract will manage the construction of improvements at the intersection of Eden Avenue and Grange Road. ATTACHMENTS: Description Request for Purchase: Professional Services for Eden Ave and Grange Rd Roundabouts Professional Services Agreement Request for Purchase Contract Number 1 CITY OF EDINA 4801 W 50th St., Edina, MN 55424 www.EdinaMN.gov | 952-927-8861 12200171 Department: Engineering Buyer: Chad Millner Date: 03/14/2023 Requisition Description: Change Order: Professional Services for Eden Grange Roundabout Vendor: SHORT-ELLIOT-HENDRICKSON INCORPORATED Cost: $265,200.00 REPLACEMENT or NEW: REPLACEMENT PURCHASE SOURCE:SERVIC K - SERVICE CONTRACT DESCRIPTION: The HRA accepted The East Grandview Transportation Study associated with the redevelopment of 4917 Eden Avenue (old Perkins site). That study identified improvements on Eden Avenue, Grange Road, and 50th Street to improve safety of cyclist and pedestrians along with improving traffic safety and operations. This contract will manage the construction of improvements at the intersection of Eden Avenue and Grange Road. BUDGET IMPACT: This project is funded by TIF funds collected from the district created with the redevelopment of 4917 Eden Avenue (old Perkins site). The estimated construction cost was $2.7 million. The low bid construction cost was $1.8 million. Professional Services Design and Bidding $301,588.00 + Construction Administration $265,200.00 = Total Professional Services fee of $566,788.00. 2 COMMUNITY IMPACT: These projects can meet many of the seven guiding principles such as enhance the district’s economic viability, design for the present and the future by pursuing logical increments of change using key parcels as stepping stones to a more vibrant, walkable, functional, attractive, and life-filled place, organize parking as an effective resource for the district by linking community parking to public and private destinations while also providing parking that is convenient for businesses and customers, improve movement within and access to the district for people of all ages by facilitating multiple modes of transportation, and create an identity and unique sense of place that incorporates natural spaces into a high quality and sustainable development reflecting Edina’s innovative development heritage. ENVIRONMENTAL IMPACT: NA Service Contract Engineers | Architects | Planners | Scientists Short Elliott Hendrickson Inc., 10400 Yellow Circle Drive, Suite 500, Minnetonka, MN 55343-9229 952.912.2600 | 800.734.6757 | 888.908.8166 fax | sehinc.com SEH is 100% employee-owned | Affirmative Action–Equal Opportunity Employer SUPPLEMENTAL LETTER AGREEMENT March 13, 2023 RE: City of Edina Eden Avenue Double Mini Roundabout Construction Administration SEH No. EDINA 171759 10.00 Mr. Chad Millner, PE Director of Engineering City of Edina Engineering and Public Works Facility 7450 Metro Boulevard Edina, MN 55439 Dear Chad: Short Elliott Hendrickson Inc. (SEH®) appreciates the opportunity to submit the attached proposal for construction administration and observation services relative to the referenced project. Project Understanding/Scope of Services Our scope of work includes full construction administration, staking, and construction observation services in the following tasks: 1. Project Management This task consists of general project management duties, such as managing internal teams, schedule and budget, invoice management, pre-construction meeting, up to three on-site coordination meetings with private utility companies, and general project correspondence. 2. Staking SEH will create stakeout files for use by the contractor (if requested) and SEH surveyors. Staking services provided include removals, erosion control, easements/right-of-way, water main, storm sewer, retaining walls, curb and gutter, sidewalk, blue tops for Class 5, Police Department security improvements, and W 50th St turn lane improvements. 3. Construction Administration/Observation This task includes four primary sub tasks: a. Preconstruction Activities SEH will review shop drawings and contractor submittals and create a field quantity book and application for payment forms. Also includes the submittal of NPDES and MnDOT right-of-way and utility permits. b. Construction Administration We will prepare construction and contract documents, provide general engineering support throughout construction, prepare applications for payment and change orders, coordinate materials testing with the materials testing consultant, and coordinate private utility relocations. We will also attend weekly on-site construction meetings (including preparation of meeting agenda and minutes). c. Construction Observation Mr. Chad Millner, PE March 13, 2023 Page 2 We will provide full-time construction observation services throughout construction. d. Project Closeout SEH will provide project closeout services, including site closeout walkthrough, development and coordination of punch list, as-built survey, as-built drawings, and complete the final application for payment and project closeout letter. Assumptions: · Assumes pre-construction meeting will be held virtually. · Assumes up to 17 construction meetings will be held. Includes preparation of agenda and minutes. · Full time construction observation services consist of 50 hours per week for 17 weeks of construction (May thru substantial completion on August 25), then part time observation of 20 hours per week for 7 weeks until final completion on October 13. · Does not include materials testing. Assumes the City of Edina will contract with a materials testing consultant directly. SEH will coordinate testing when needed with the selected consultant. Fees, Billing & Estimated Project Costs If accepted, this supplemental letter agreement describes how we will provide these services for a not-to- exceed fee of $265,200.00. This amount is detailed in the attached Task Hour Budget (THB) and includes our reimbursable expenses. We will bill the City monthly for reimbursable expenses and on an hourly basis for labor. We will provide these services in accordance with our Agreement for Professional Engineering Services dated June 4, 2013, herein called the Agreement. This Supplemental Letter Agreement, THB, and the Agreement represent the entire understanding between the City of Edina and SEH in respect to the project and may only be modified in writing if signed by both parties. We look forward to working with you and your staff on this project. Please contact me at 952.912.2633 or kmanzke@sehinc.com with questions regarding this proposal. Sincerely, SHORT ELLIOTT HENDRICKSON INC. Kevin Manzke, PE (Lic. MN) Project Manager Toby Muse, PE (Lic. MN) Client Service Manager Mr. Chad Millner, PE March 13, 2023 Page 3 Enclosures x:\ae\e\edina\168826\1-genl\10-setup-cont\03-proposal\construction admin proposal\sla ltr eden ave ca rev 3 13 23.docx Accepted on this ___day of________________, 2023 City of Edina, Minnesota By: _________________________________ Name _________________________________ Title Date: March 21, 2023 Agenda Item #: VI.I. 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: ENG22016 Eden Avenue and Grange Road Roundabouts Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Request for Purchase for ENG22016 Eden Avenue and Grange Road roundabouts construction contract with SM Hentges and Sons for $1,858,986. INTRODUCTION: The HRA accepted the East Grandview Transportation Study associated with the redevelopment of 4917 Eden Avenue (old P erkins site). That study identified improvements on Eden Avenue, Grange Road, and 50th Street to improve safety of cyclist and pedestrians along with improving traffic safety and operations. This contract will construct the improvements at the intersection of Eden Avenue and Grange Road. ATTACHMENTS: Description Request for Purchase: ENG22016 Eden Ave and Grange Rd Roundabouts Contract ENG22016 Request for Purchase Requisition Number 1 CITY OF EDINA 4801 W 50th St., Edina, MN 55424 www.EdinaMN.gov | 952-927-8861 12300034 Department:Engineering Buyer:Chad Millner Date: 03/14/2023 Requisition Description:Eden Grange Roundabouts Construction Contract Vendor:S M HENTGES & SONS INC Cost:$1,858,986.33 REPLACEMENT or NEW:REPLACEM - REPLACEMENT PURCHASE SOURCE:QUOTE/BD - QUOTE/BID DESCRIPTION: The HRA accepted The East Grandview Transportation Study associated with the redevelopment of 4917 Eden Avenue (old Perkins site). That study identified improvements on Eden Avenue, Grange Road, and 50th Street to improve safety of cyclist and pedestrians along with improving traffic safety and operations. This contract will construct the improvements at the intersection of Eden Avenue and Grange Road. BUDGET IMPACT: This project is funded by TIF funds collected from the district created with the redevelopment of 4917 Eden Avenue (old Perkins site). 2 COMMUNITY IMPACT: These projects can meet many of the seven guiding principles such as enhance the district’s economic viability, design for the present and the future by pursuing logical increments of change using key parcels as stepping stones to a more vibrant, walkable, functional, attractive, and life-filled place, organize parking as an effective resource for the district by linking community parking to public and private destinations while also providing parking that is convenient for businesses and customers, improve movement within and access to the district for people of all ages by facilitating multiple modes of transportation, and create an identity and unique sense of place that incorporates natural spaces into a high quality and sustainable development reflecting Edina’s innovative development heritage. ENVIRONMENTAL IMPACT: This project involves upgrades to the storm sewer, localized rehabilitation of watermain systems, construction of new concrete curb and gutter, sidewalks, and complete reconstruction of bituminous pavement surfaces. Alternative construction methods utilized within the City include reclamation of existing bituminous surfaces to reuse aggregate base material, implementation of utility pipe rehabilitation through trenchless technologies thus reducing greenhouse gases associated with open cut installations. 1 1/2015 CONTRACT NO. ENG22016 THIS AGREEMENT made this 21st day of March, 2023, by and between the CITY OF EDINA, a Minnesota municipal corporation (“City”), the HOUSING AND REDEVELOPMENT AUTHORITY (“HRA”), and S.M. Hentges and Sons, Inc.(“Contractor”). City and Contractor, in consideration of the mutual covenants set forth herein, agree as follows: 1. CONTRACT DOCUMENTS. The following documents shall be referred to as the “Contract Documents,” all of which shall be taken together as a whole as the contract between the parties as if they were set verbatim and in full herein: A. This Agreement. B. Instructions to Bidders. C. City of Edina General Contract Conditions. D. Addenda number 1. E. Specifications prepared by Chad A. Millner dated 2/17/2023. F. Plan sheets numbered 1 to 76. G. Performance Bond. H. Payment Bond. I. Responsible Contractor Verification of Compliance J. Contractor’s Bid dated 3/13/2023. The Contract Documents are to be read and interpreted as a whole. The intent of the Contract Documents is to include all items necessary for the proper execution and completion of the Work and to require Contractor to provide the highest quality and greatest quantity consistent with the Contract Documents. If there are inconsistencies within or among part of the Contract Documents or between the Contract Documents and applicable standards, codes or ordinances, the Contractor shall provide the better quality or greater quantity of Work or comply with the more stringent requirements. 1.1 Before ordering any materials or doing any Work, the Contractor shall verify measurements at the Project site and shall be responsible for the correctness of such measurements. No extra charges or compensation will be allowed on account of differences between actual dimensions and the dimensions indicated on the Drawings. Any difference that may be found shall be submitted to the City for resolution before proceeding with the Work. 1.2 If a minor change in the Work is necessary due to actual field conditions, the Contractor shall submit detailed drawings of such departure to the City for approval before making the change. The City shall not be required to make any adjustment to either the Contract Sum or Contract Time because of any failure by the Contractor to comply with the requirements of this paragraph. Actual or alleged conflicts or inconsistencies between the Plans and Specifications or other Contract Documents shall be brought to the City’s attention in writing, prior to performing the affected Work. The City’s directions shall be followed by the Contractor. 2. OBLIGATIONS OF THE CONTRACTOR. The Contractor shall provide the goods, services, and perform the work in accordance with the Contract Documents. 3. OBLIGATIONS OF THE CITY. The City agrees to pay and the Contractor agrees to receive and accept payment in accordance with the Contractor’s bid $1,858,986.33. 2 1/2015 4. PAYMENT PROCEDURES. A. Contractor shall submit Applications for Payment. Applications for Payment will be processed by City as provided in the General Conditions. B. Progress Payments; Retainage. City shall make 95% progress payments on account of the Contract Price on the basis of Contractor’s Applications for Payment during performance of the Work. C. Payments to Subcontractor. (1) Prompt Payment to Subcontractors. Pursuant to Minn. Stat. § 471.25, Subd. 4a, the Contractor must pay any subcontractor within ten (10) days of the Contractor’s receipt of payment from the City for undisputed services provided by the subcontractor. The Contractor must pay interest of 1½ percent per month or any part of a month to the subcontractor on any undisputed amount not paid on time to the subcontractor. The minimum monthly interest penalty payment for an unpaid balance of $100.00 or more is $10.00. For an unpaid balance of less than $100.00, the Contractor shall pay the actual penalty due to the subcontractor. (2) Form IC-134 required from general contractor. Minn. Stat. § 290.92 requires that the City of Edina obtain a Withholding Affidavit for Contractors, Form IC-134, before making final payments to Contractors. This form needs to be submitted by the Contractor to the Minnesota Department of Revenue for approval. The form is used to receive certification from the state that the vendor has complied with the requirement to withhold and remit state withholding taxes for employee salaries paid. D. Final Payment. Upon final completion of the Work, City shall pay the remainder of the Contract Price as recommended by City. 5. COMPLETION DATE. The Work must be completed and ready for final payment by October 13, 2023. 6. CONTRACTOR’S REPRESENTATIONS. A. Contractor has examined and carefully studied the Contract Documents and other related data identified in the Contract Documents. B. Contractor has visited the Site and become familiar with and is satisfied as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work. C. Contractor is familiar with and is satisfied as to all federal, state, and local Laws and Regulations that may affect cost, progress, and performance of the Work. D. Contractor has carefully studied all: (1) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Site (except Underground Facilities) which have been identified in the General Conditions; and (2) reports and drawings of a Hazardous Environmental Condition, if any, at the Site. E. Contractor has obtained and carefully studied (or assumes responsibility for doing so) all additional or supplementary examinations, investigations, explorations, tests, studies, and data concerning conditions (surface, subsurface, and underground facilities) at or contiguous to the Site which may affect cost, progress, or performance of the Work or which relate to any aspect of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, including any specific means, 3 1/2015 methods, techniques, sequences, and procedures of construction expressly required by the Bidding Documents, and safety precautions and programs incident thereto. F. Contractor does not consider that any further examinations, investigations, explorations, tests, studies, or data are necessary for the performance of the Work at the Contract Price, within the Contract Times, and in accordance with the other terms and conditions of the Contract Documents. G. Contractor is aware of the general nature of work to be performed by City and others at the Site that relates to the Work as indicated in the Contract Documents. H. Contractor has correlated the information known to Contractor, information and observations obtained from visits to the Site, reports and drawings identified in the Contract Documents, and all additional examinations, investigations, explorations, tests, studies, and data with the Contract Documents. I. Contractor has given City written notice of all conflicts, errors, ambiguities, or discrepancies that Contractor has discovered in the Contract Documents, and the written resolution thereof by City is acceptable to Contractor. J. The Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. K. Subcontracts: (1) Unless otherwise specified in the Contract Documents, the Contractor shall, upon receipt of the executed Contract Documents, submit in writing to the City the names of the subcontractors proposed for the work. Subcontractors may not be changed except at the request or with the consent of the City. (2) The Contractor is responsible to the City for the acts and omissions of the Contractor's subcontractors, and of their direct and indirect employees, to the same extent as the Contractor is responsible for the acts and omissions of the Contractor's employees. (3) The Contract Documents shall not be construed as creating any contractual relation between the City and any subcontractor. (4) The Contractor shall bind every subcontractor by the terms of the Contract Documents. 7. WARRANTY. The Contractor guarantees that all new equipment warranties as specified within the bid shall be in full force and transferred to the City upon payment by the City. The Contractor shall be held responsible for any and all defects in workmanship, materials, and equipment which may develop in any part of the contracted service, and upon proper notification by the City shall immediately replace, without cost to the City, any such faulty part or parts and damage done by reason of the same in accordance with the bid specifications. 8. INDEMNITY. The Contractor agrees to indemnify and hold the City harmless from any claim made by third parties as a result of the services performed by it. In addition, the Contractor shall reimburse the City for any cost of reasonable attorney’s fees it may incur as a result of any such claims. 9. MISCELLANEOUS. A. Terms used in this Agreement have the meanings stated in the General Conditions. B. City and Contractor each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, its partners, successors, assigns and legal representatives in respect to all covenants, agreements, and obligations contained in the Contract Documents. C. Any provision or part of the Contract Documents held to be void or unenforceable under any Law or Regulation shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon City and Contractor, who agree that the Contract Documents shall be reformed to replace such 4 1/2015 stricken provision or part thereof with a valid and enforceable provision that comes as close as possible to expressing the intention of the stricken provisions. D. Data Practices/Records. (1) All data created, collected, received, maintained or disseminated for any purpose in the course of this Contract is governed by the Minnesota Government Data Practices Act, Minn. Stat. Ch. 13, any other applicable state statute, or any state rules adopted to implement the act, as well as federal regulations on data privacy. (2) All books, records, documents and accounting procedures and practices to the Contractor and its subcontractors, if any, relative to this Contract are subject to examination by the City. E. Copyright/Patent. Contractor shall defend actions or claims charging infringement of any copyright or patent by reason of the use or adoption of any designs, drawings or specifications supplied by it, and it shall hold harmless the City from loss or damage resulting there from. If the equipment provided by the Contractor pursuant to this Agreement contains software, including that which the manufacturer may have embedded into the hardware as an integral part of the equipment, the Contractor shall pay all software licensing fees. The Contractor shall also pay for all software updating fees for a period of one year following cutover. The Contractor shall have no obligation to pay for such fees thereafter. Nothing in the software license or licensing agreement shall obligate the City to pay any additional fees as a condition for continuing to use the software. F. Assignment. Neither party may assign, sublet, or transfer any interest or obligation in this Agreement without the prior written consent of the other party, and then only upon such terms and conditions as both parties may agree to and set forth in writing. G. Waiver. In the particular event that either party shall at any time or times waive any breach of this Agreement by the other, such waiver shall not constitute a waiver of any other or any succeeding breach of this Agreement by either party, whether of the same or any other covenant, condition or obligation. H. Governing Law/Venue. The laws of the State of Minnesota govern the interpretation of this Agreement. In the event of litigation, the exclusive venue shall be in the District Court of the State of Minnesota for Hennepin County. I. Severability. If any provision, term or condition of this Agreement is found to be or becomes unenforceable or invalid, it shall not affect the remaining provisions, terms and conditions of this Agreement, unless such invalid or unenforceable provision, term or condition renders this Agreement impossible to perform. Such remaining terms and conditions of the Agreement shall continue in full force and effect and shall continue to operate as the parties’ entire agreement. J. Entire Agreement. This Agreement represents the entire agreement of the parties and is a final, complete and all inclusive statement of the terms thereof, and supersedes and terminates any prior agreement(s), understandings or written or verbal representations made between the parties with respect thereto. K. Permits and Licenses; Rights-of-Way and Easements. The Contractor shall procure all permits and licenses, pay all charges and fees therefore, and give all notices necessary and incidental to the construction and completion of the Project. The City will obtain all necessary rights-of-way and easements. The Contractor shall not be entitled to any additional compensation for any construction delay resulting from the City’s not timely obtaining rights-of-way or easements. L. If the work is delayed or the sequencing of work is altered because of the action or inaction of the City, the Contractor shall be allowed a time extension to complete the work but shall not be entitled to any other compensation. 5 1/2015 M. Responsible Contractor. This contract may be terminated by the City at any time upon discovery by the City that the prime contractor or subcontractor has submitted a false statement under oath verifying compliance with any of the minimum criteria set forth in Minn Stat. § 16C.285, subd. 3. CITY OF EDINA CONTRACTOR BY: ____________________________ BY: ____________________________ Its Mayor Its AND ___________________________ AND ___________________________ Its City Manager Its 6 1/2015 HOUSING AND REDEVELOPMENT AUTHORITY BY: ____________________________ Its Chair AND ___________________________ Its Secretary Date: March 21, 2023 Agenda Item #: VI.J. 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: Material Testing for Eden Avenue and Grange Road Roundabouts Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Request for Purchase for material testing for Eden Avenue and Grange Road roundabouts with Braun Intertec for $28,424. INTRODUCTION: The HRA accepted the East Grandview Transportation Study associated with the redevelopment of 4917 Eden Avenue (old P erkins site). That study identified improvements on Eden Avenue, Grange Road, and 50th Street to improve safety of cyclist and pedestrians along with improving traffic safety and operations. This contract will test construction materials at the intersection of Eden Avenue and Grange Road. ATTACHMENTS: Description Request for Purchase: Material Testing for Eden Ave and Grange Rd Roundabouts Construction Material Testing Agreement Request for Purchase Requisition Number 1 CITY OF EDINA 4801 W 50th St., Edina, MN 55424 www.EdinaMN.gov | 952-927-8861 12300032 Department:Engineering Buyer:Chad Millner Date: 03/14/2023 Requisition Description:Eden Grange Construction Material Testing Services Vendor:BRAUN INTERTEC CORPORATION Cost:$28,424.00 REPLACEMENT or NEW:REPLACEM - REPLACEMENT PURCHASE SOURCE:SERVIC K - SERVICE CONTRACT DESCRIPTION: The HRA accepted The East Grandview Transportation Study associated with the redevelopment of 4917 Eden Avenue (old Perkins site). That study identified improvements on Eden Avenue, Grange Road, and 50th Street to improve safety of cyclist and pedestrians along with improving traffic safety and operations. This contract will test construction materials at the intersection of Eden Avenue and Grange Road. BUDGET IMPACT: This project is funded by TIF funds collected from the district created with the redevelopment of 4917 Eden Avenue (old Perkins site). The estimated construction cost was $2.7 million. The low bid construction cost was $1.8 million. 2 COMMUNITY IMPACT: These projects can meet many of the seven guiding principles such as enhance the district’s economic viability, design for the present and the future by pursuing logical increments of change using key parcels as stepping stones to a more vibrant, walkable, functional, attractive, and life-filled place, organize parking as an effective resource for the district by linking community parking to public and private destinations while also providing parking that is convenient for businesses and customers, improve movement within and access to the district for people of all ages by facilitating multiple modes of transportation, and create an identity and unique sense of place that incorporates natural spaces into a high quality and sustainable development reflecting Edina’s innovative development heritage. ENVIRONMENTAL IMPACT: NA Service Contract AA/EOE Braun Intertec Corporation 11001 Hampshire Avenue S Minneapolis, MN 55438 Phone: 952.995.2000 Fax: 952.995.2020 Web: braunintertec.com March 10, 2023 Proposal QTB174082 Chad Millner, PE City of Edina 7450 Metro Boulevard Edina, MN 55439 Re: Proposal for Construction Materials Testing Services Eden Avenue & Grange Road Roundabouts City Project No. ENG-22016, A-286 Edina, Minnesota Dear Mr. Millner: Braun Intertec Corporation is pleased to submit this proposal to provide construction materials testing services for the Eden Avenue & Grange Road Roundabouts project in Edina, Minnesota. Since our inception in 1957, we have grown into one of the largest employee owned engineering firms in the nation. With more than 1,000 employee owners, retaining our firm gives you access to a diverse range of services and professionals you can consult with if the unforeseen occurs. The size of our company also allows us to respond quickly when schedule constraints occur. Our Understanding of Project This project consists of a base bid that will include reconstructing the intersection of Eden Avenue and Grange Road to include two roundabouts, as well as an alternate bid at the intersection of W 50th Street and E Sunnyslope Road. The construction will include pavement subgrade preparation, select granular embankment placement in areas of extra subgrade excavation, aggregate base placement, new concrete curb and gutter, sidewalk, median pavement and pole foundations along with a new bituminous pavement. Improvements to the storm, and water main utilities will also be part of this project, as well as the construction of a modular block retaining wall. Available Project Information This proposal was prepared using the following documents and information. Project plans prepared by Short Elliot Hendrickson Inc., (SEH), dated February 17, 2023. Project specifications prepared by the City of Edina, dated February 17, 2023. A Soil Boring and Laboratory Testing Report prepared by Braun Intertec, dated November 21, 2022. City of Edina Proposal QTB174082 March 10, 2023 Page 2 Discussions with and Chad Millner with the City of Edina regarding compaction testing of utility backfill and aggregate base, as well as compaction testing and testing rates for the construction of the retaining wall. Scope of Services Services are performed under the direction of a licensed professional engineer. Observation and testing services will be performed an on-call, as-needed basis as requested and scheduled by you or your on-site project representative. After reviewing available information to determine compliance with project plans and/or specifications and other design or construction documents, our scope of services for the project will be limited to the tasks defined below. Soil Related Services Measure the in-place dry density, moisture content and relative compaction of retaining wall backfill for compliance with the project documents. This task includes performing laboratory Proctor tests to provide maximum dry densities from which the relative compaction of fill can be determined, as well as the use of a nuclear density gauge to measure in-place dry densities and moisture contents. Sample and test aggregate base, retaining wall backfill, coarse filter aggregate, granular backfill and select granular embankment materials for compliance with the project documents. This task includes laboratory gradation testing of aggregate base material. Perform MnDOT dynamic cone penetrometer (DCP) tests on aggregate base materials. Observe and evaluate the soils exposed in the bottoms of excavations to determine if the soils are similar to those encountered with the geotechnical evaluation and suitable for support of fill, foundations or pavements. Our engineer can provide consultation for conditions that appear to differ from the geotechnical evaluation. Concrete Related Services Sample and test fresh concrete associated with pavement and/or curb-and-gutter for compliance with the project documents, and cast test cylinders for laboratory compressive strength testing. We assume that we will be able to appropriately dispose of excess concrete (and associated wash water) on site at no additional cost to us. Measure and report the compressive strength of the concrete test cylinders for compliance with the project documents. A set of three cylinders will be tested at 28 days for each set cast. If field cure cylinders are requested, each additional cylinder will be charged at the unit price listed in our cost estimate. Bituminous Related Services Sample and test bituminous pavement materials for compliance with the project documents. This task includes asphalt content and extracted aggregate gradation tests of the bituminous. City of Edina Proposal QTB174082 March 10, 2023 Page 3 Consulting, Project Communication and Reporting Services Project management, including scheduling of our field personnel. Review test reports, and communicating with you and the parties you may designate such as the project contractor(s), and other project team members, as needed. Transmit test results to the project team on a weekly basis. Basis of Scope of Work – Base Bid The costs associated with the proposed scope of services were estimated using the following assumptions. If the construction schedule is modified or the contractor completes the various phases of the project at different frequencies or durations than shown in this proposal, we may need to adjust the overall cost accordingly. The scope of work and number of trips required to perform these services are as shown in the attached table. Notable assumptions in developing our estimate include: We assume it will take three trips to complete the nuclear density gauge testing on this project. We assume compaction testing on aggregate base materials will be performed using the Dynamic Cone Penetration (DCP) method; a minimum of two tests will be conducted each trip with four trips assumed. We assume thirty-six sets of concrete tests will be required to complete the project. We assume the rebar observations before concrete placements will be completed by the project representative’s construction oversight manager. We assume your full time on-site construction observer will observe the test rolling for this project. We assume three sets of bituminous tests will be required to complete the project. Based on MnDOT’s 2360 specification “ordinary compaction” we assume the contractor will provide the rolling pattern for the compaction requirements for the project. We assume the project engineer of record will review and approve contractor’s quality control submittals and test results. You, or others you may designate, will provide us with current and approved plans and specifications for the project. Modification to these plans must also be sent to us so we can review their incorporation into the work. We will require a minimum of 24 hours’ notice for scheduling inspections for a specific time. Shorter than 24 hours’ notice may impact our ability to perform the requested services, and the associated impacts will be the responsibility of others. City of Edina Proposal QTB174082 March 10, 2023 Page 4 If the work is completed at different rates than described above, this proposal should be revised. If the pace of construction is different than described above, this proposal should be revised. Basis of Scope of Work – Alternate Bid If alternate bid is awarded for this project the following additional hours/units would be needed to cover the work in those additional areas. We assume two additional sets of concrete tests will be required for the alternate bid of this project. Cost and Invoicing We will furnish the services described herein for an estimated fee in the table below. Table 1. Estimated Fee Service Fee Construction Materials Testing - Base Bid $27,390 Construction Materials Testing - Alternate Bid $1,034 Total (Base Bid and Alternate) $28,424 Our estimated costs are based on industry averages for construction production. Depending on the contractor’s performance, our costs may be significantly reduced or slightly higher than estimated. A tabulation showing our estimated hourly and/or unit rates associated with our proposed scope of services is also attached. The actual cost of our services will be based on the actual units or hours expended to meet the requirements of the project documents. This cost estimate was developed with the understanding that the scope of services defined herein will be required and requested during our normal work hours of 6:00 a.m. to 4:00 p.m., Monday through Friday. Services that we are asked to provide to meet the project requirements or the contractor’s construction schedule outside our normal business hours will be invoiced using an overtime rate factor. The factor for services provided outside our normal work hours or on Saturday will be 1.25 times the listed hourly rate for the service provided. The factor for services provided on Sunday or legal holidays will be 1.5 times the listed hourly rate for the service provided. We have not included premiums for overtime in our cost estimate; however, we recommend that allowances and contingencies be made for overtime charges based on conversations with the contractor. You will be billed only for services provided on a time and materials basis. Because our services are directly controlled by the schedule and performance of others, the actual cost may vary from our estimate. It is difficult to project all of the services and the quantity of services that may be required for any project. If services are required that are not discussed above, we will provide them at the rates shown in the attached table or, if not shown, at our current Schedule of Charges. We will invoice you on a monthly basis. City of Edina Proposal QTB174082 March 10, 2023 Page 5 General Remarks We will be happy to meet with you to discuss our proposed scope of services further and clarify the various scope components. We appreciate the opportunity to present this proposal to you. After reviewing this proposal, please sign and return one copy to our office as notification of acceptance and authorization to proceed. If anything in this proposal is not consistent with your requirements, please let us know immediately. Braun Intertec will not release any written reports until we have received a signed agreement. Also, ordering services from Braun Intertec constitutes acceptance of the terms of this proposal including the attached General Conditions. The proposed fee is based on the scope of services described and the assumption that our services will be authorized within 30 days and that others will not delay us beyond our proposed schedule. City of Edina Proposal QTB174082 March 10, 2023 Page 6 We include the Braun Intertec General Conditions, which provide additional terms and are a part of our agreement. To have questions answered or schedule a time to meet and discuss our approach to this project further, please contact Colin Keane at 612.704.2674 (ckeane@braunintertec.com) or Andrew Valerius at 952.995.2242 (avalerius@braunintertec.com). Sincerely, BRAUN INTERTEC CORPORATION Colin M. Keane Staff Engineer Andrew M. Valerius Account Leader, Senior Project Manager Charles M. Cadenhead, Jr., PE Vice President, Principal Engineer Attachments: Project Proposal – QTB174082 General Conditions – CMT (1/1/18) Is Alternate Bid selected for this project? (Circle One) YES NO The proposal is accepted. We will reimburse you in accordance with this agreement, and you are authorized to proceed: Authorizer’s Firm Authorizer’s Signature Authorizer’s Name (please print or type) Authorizer’s Title Date Client:Service Description:Work Site Address: Eden Avenue between Hwy 100 & Willson Road AND Grange Road between Eden Avenue & W 50th Street Edina, MN 55424 City of Edina Chad Millner 7450 Metro Blvd Edina, MN 55439 (926) 826-0300 Construction Materials Testing Description Quantity Units Unit Price Extension Phase 1 Construction Materials Testing - Base Bid Activity 1.1 Soil Testing $6,320.00 207 Compaction Testing - Nuclear 7.50 Hour 88.00 $660.00 Work Activity Detail Qty Units Hrs/Unit Extension Modular Block Wall Backfill 2.00 Trips 2.50 5.00 Modular Block Wall Subgrade 1.00 Trips 2.50 2.50 1308 Nuclear moisture-density meter charge, per hour 7.50 Each 26.00 $195.00 1861 CMT Trip Charge 16.00 Each 30.00 $480.00 217 Compaction Testing - DCP's 12.00 Hour 88.00 $1,056.00 Work Activity Detail Qty Units Hrs/Unit Extension Aggregate Base - Mod Block Wall Leveling Pad 1.00 Trips 3.00 3.00 Aggregate Base - Roadway 3.00 Trips 3.00 9.00 1228 Topsoil Testing with nutrients, per sample 1.00 Each 390.00 $390.00 1530AG Asphalt Content of Aggregate Base, per sample 1.00 Each 155.00 $155.00 209 Sample pick-up 13.50 Hour 88.00 $1,188.00 Work Activity Detail Qty Units Hrs/Unit Extension Sample Pick Up 9.00 Trips 1.50 13.50 1318 Moisture Density Relationship (Proctor)2.00 Each 194.00 $388.00 1162 Sieve Analysis with 200 wash, per sample 8.00 Each 142.00 $1,136.00 126 Project Engineer 4.00 Hour 168.00 $672.00 Activity 1.2 Concrete Testing $14,796.00 261 Concrete Testing 90.00 Hour 88.00 $7,920.00 Work Activity Detail Qty Units Hrs/Unit Extension Curb & Gutter 12.00 Trips 2.50 30.00 Flatwork - Sidewalk & Pavement 19.00 Trips 2.50 47.50 Light Foundations 4.00 Trips 2.50 10.00 Service Cabinet Equipment Pad 1.00 Trips 2.50 2.50 1861 CMT Trip Charge 54.00 Each 30.00 $1,620.00 1364 Compressive strength of concrete cylinders, per specimen 108.00 Each 34.00 $3,672.00 Work Activity Detail Qty Units Hrs/Unit Extension Curb & Gutter 12.00 Sets 3.00 36.00 Flatwork - Sidewalk & Pavement 19.00 Sets 3.00 57.00 Light Foundations 4.00 Sets 3.00 12.00 Service Cabinet Equipment Pad 1.00 Sets 3.00 3.00 278 Concrete Cylinder Pick up 18.00 Hour 88.00 $1,584.00 Work Activity Detail Qty Units Hrs/Unit Extension Cylinder Pick Up 18.00 Trips 1.00 18.00 Activity 1.3 Pavement Testing $2,556.00 1530 Asphalt Content, per sample 6.00 Each 155.00 $930.00 Page 1 of 203/10/2023 02:18 PM Project Proposal QTB174082 City of Edina - Eden Ave & Grange Rd (ENG-22016, A286) Proposal Total:$28,424.00 209 Sample pick-up 9.00 Hour 88.00 $792.00 Work Activity Detail Qty Units Hrs/Unit Extension SPNWB330B 4.00 Trips 1.50 6.00 SPWEA340B 2.00 Trips 1.50 3.00 1532 Extracted Aggregate Gradation, per sample 6.00 Each 109.00 $654.00 1861 CMT Trip Charge 6.00 Each 30.00 $180.00 Activity 1.4 Project Management $3,718.00 226 Project Manager 15.00 Hour 168.00 $2,520.00 228 Senior Project Manager 3.00 Hour 194.00 $582.00 238 Project Assistant 7.00 Hour 88.00 $616.00 Phase 1 Total:$27,390.00 Phase 2 Construction Materials Testing - Alternate Bid Activity 2.1 Concrete Testing $822.00 261 Concrete Testing 5.00 Hour 88.00 $440.00 Work Activity Detail Qty Units Hrs/Unit Extension Curb & Gutter 1.00 Trips 2.50 2.50 Flatwork - Sidewalk 1.00 Trips 2.50 2.50 1861 CMT Trip Charge 3.00 Each 30.00 $90.00 1364 Compressive strength of concrete cylinders, per specimen 6.00 Each 34.00 $204.00 Work Activity Detail Qty Units Hrs/Unit Extension Curb & Gutter 1.00 Sets 3.00 3.00 Flatwork - Sidewalk 1.00 Sets 3.00 3.00 278 Concrete Cylinder Pick up 1.00 Hour 88.00 $88.00 Work Activity Detail Qty Units Hrs/Unit Extension Cylinder Pick Up 1.00 Trips 1.00 1.00 Activity 2.2 Project Management $212.00 226 Project Manager 1.00 Hour 168.00 $168.00 238 Project Assistant 0.50 Hour 88.00 $44.00 Phase 2 Total:$1,034.00 Page 2 of 203/10/2023 02:18 PM Project Proposal QTB174082 City of Edina - Eden Ave & Grange Rd (ENG-22016, A286) General Conditions Construction Material Testing and Special Inspections GC-CMT Page 1 of 2 Section 1: Agreement 1.1 Our agreement with you consists of these General Conditions and the accompanying written proposal or authorization (“Agreement”). This Agreement is the entire agreement between you and us. It supersedes prior agreements. It may be modified only in a writing signed by us, making specific reference to the provision modified. 1.2 The words “you,” “we,” “us,” and “our” include officers, employees, and subcontractors. 1.3 In the event you use a purchase order or other documentation to authorize our scope of work (“Services”), any conflicting or additional terms are not part of this Agreement. Directing us to start work prior to execution of this Agreement constitutes your acceptance. If, however, mutually acceptable terms cannot be established, we have the right to terminate this Agreement without liability to you or others, and you will compensate us for fees earned and expenses incurred up to the time of termination. Section 2: Our Responsibilities 2.1 We will provide Services specifically described in this Agreement. You agree that we are not responsible for services that are not expressly included in this Agreement. Unless otherwise agreed in writing, our findings, opinions, and recommendations will be provided to you in writing. You agree not to rely on oral findings, opinions, or recommendations without our written approval. 2.2 In performing our professional services, we will use that degree of care and skill ordinarily exercised under similar circumstances by reputable members of our profession practicing in the same locality. If you direct us to deviate from our recommended procedures, you agree to hold us harmless from claims, damages, and expenses arising out of your direction. If during the one year period following completion of Services it is determined that the above standards have not been met and you have promptly notified us in writing of such failure, we will perform, at our cost, such corrective services as may be necessary, within the original scope in this Agreement, to remedy such deficiency. Remedies set forth in this section constitute your sole and exclusive recourse with respect to the performance or quality of Services. 2.3 We will reference our field observations and sampling to available reference points, but we will not survey, set, or check the accuracy of those points unless we accept that duty in writing. Locations of field observations or sampling described in our report or shown on our sketches are based on information provided by others or estimates made by our personnel. You agree that such dimensions, depths, or elevations are approximations unless specifically stated otherwise in the report. You accept the inherent risk that samples or observations may not be representative of things not sampled or seen and further that site conditions may vary over distance or change over time. 2.4 Our duties do not include supervising or directing your representatives or contractors or commenting on, overseeing, or providing the means and methods of their services unless expressly set forth in this Agreement. We will not be responsible for the failure of your contractors, and the providing of Services will not relieve others of their responsibilities to you or to others. 2.5 We will provide a health and safety program for our employees, but we will not be responsible for contractor, owner, project, or site health or safety. 2.6 You will provide, at no cost to us, appropriate site safety measures as to work areas to be observed or inspected by us. Our employees are authorized by you to refuse to work under conditions that may be unsafe. 2.7 Unless a fixed fee is indicated, our price is an estimate of our project costs and expenses based on information available to us and our experience and knowledge. Such estimates are an exercise of our professional judgment and are not guaranteed or warranted. Actual costs may vary. You should allow a contingency in addition to estimated costs. Section 3: Your Responsibilities 3.1 You will provide us with prior environmental, geotechnical and other reports, specifications, plans, and information to which you have access about the site. You agree to provide us with all plans, changes in plans, and new information as to site conditions until we have completed Services. 3.2 You will provide access to the site. In the performance of Services some site damage is normal even when due care is exercised. We will use reasonable care to minimize damage to the site. We have not included the cost of restoration of damage in the estimated charges. 3.3 If we notify you that radiographic or gamma ray equipment or other nuclear testing or measuring device will be used, you will be responsible for the cooperation of your employees and your contractors in observing all radiation safety standards. 3.4 You will notify us of any knowledge or suspicion of the presence of hazardous or dangerous materials present on any work site. If we observe or suspect the presence of contaminants not anticipated in this Agreement, we may terminate Services without liability to you or to others, and you will compensate us for fees earned and expenses incurred up to the time of termination. 3.5 The time our field personnel spend on the job site depends upon the scheduling of the work we are observing or testing. You agree that any changes in scheduling may result in additional costs and agree to pay for those services at the rates listed in our cost estimate. 3.6 You agree to include us as an indemnified party in your contracts, if any, for work by others on the project, protecting us to the same degree as you are protected. You agree to list us as an Additional Insured under your liability insurance policies and to require subrogation be waived against us and that we will be added as an Additional Insured on all policies of insurance, including any policies required of your contractors or subcontractors, covering any construction or development activities to be performed on the project site. Section 4: Reports and Records 4.1 Unless you request otherwise, we will provide our report(s) in an electronic format. 4.2 Our reports, notes, calculations, and other documents and our computer software and data are instruments of our service to you, and they remain our property. We hereby grant you a license to use the reports and related information we provide only for the related project and for the purposes disclosed to us. You may not transfer our reports to others or use them for a purpose for which they were not prepared without our written approval. You agree to indemnify, defend, and hold us harmless from claims, damages, losses, and expenses, including attorney fees, arising out of such a transfer or use. 4.3 If you do not pay for Services in full as agreed, we may retain work not yet delivered to you and you agree to return to us all of our work that is in your possession or under your control. 4.4 Electronic data, reports, photographs, samples, and other materials provided by you or others may be discarded or returned to you, at our discretion, unless within 15 days of the report date you give us written direction to store or transfer the materials at your expense. Section 5: Compensation 5.1 You will pay for Services as stated in this Agreement. If such payment references our Schedule of Charges, the invoicing will be based upon the most current schedule. An estimated amount is not a firm figure. You agree to pay all sales taxes and other taxes based on your payment of our compensation. Our performance is subject to credit approval and payment of any specified retainer. 5.2 You will notify us of billing disputes within 15 days. You will pay undisputed portions of invoices upon receipt. You agree to pay interest on unpaid balances beginning 30 days after invoice dates at the rate of 1.5% per month, or at the maximum rate allowed by law. 5.3 If you direct us to invoice a third party, we may do so, but you agree to be responsible for our compensation unless the third party is GC-CMT Revised 1/1/2018 Page 2 of 2 creditworthy (in our sole opinion) and provides written acceptance of all terms of this Agreement. 5.4 Your obligation to pay for Services under this Agreement is not contingent on your ability to obtain financing, governmental or regulatory agency approval, permits, final adjudication of any lawsuit, your successful completion of any project, receipt of payment from a third party, or any other event. No retainage will be withheld. 5.5 If you do not pay us in accordance with this Agreement, you agree to reimburse all costs and expenses for collection of the moneys invoiced, including but not limited to attorney fees and staff time. 5.6 You agree to compensate us in accordance with our Schedule of Charges if we are asked or required to respond to legal process arising out of a proceeding related to the project and as to which we are not a party. 5.7 If we are delayed by factors beyond our control, or if project conditions or the scope or amount of work changes, or if changed labor conditions result in increased costs, decreased efficiency, or delays, or if the standards or methods change, we will give you timely notice, the schedule will be extended for each day of delay, and we will be compensated for costs and expenses incurred in accordance with our Schedule of Charges. 5.8 If you fail to pay us in accordance with this Agreement, we may consider the default a total breach of this Agreement and, at our option, terminate our duties without liability to you or to others, and you will compensate us for fees earned and expenses incurred up to the time of termination. 5.9 In consideration of our providing insurance to cover claims made by you, you hereby waive any right to offset fees otherwise due us. Section 6: Disputes, Damage, and Risk Allocation 6.1 Each of us will exercise good faith efforts to resolve disputes without litigation. Such efforts will include, but not be limited to, a meeting(s) attended by each party’s representative(s) empowered to resolve the dispute. Before either of us commences an action against the other, disputes (except collections) will be submitted to mediation. 6.2 Notwithstanding anything to the contrary in this Agreement, neither party hereto shall be responsible or held liable to the other for punitive, indirect, incidental, or consequential damages, or liability for loss of use, loss of business opportunity, loss of profit or revenue, loss of product or output, or business interruption. 6.3 You and we agree that any action in relation to an alleged breach of our standard of care or this Agreement shall be commenced within one year of the date of the breach or of the date of substantial completion of Services, whichever is earlier, without regard to the date the breach is discovered. Any action not brought within that one year time period shall be barred, without regard to any other limitations period set forth by law or statute. We will not be liable unless you have notified us within 30 days of the date of such breach and unless you have given us an opportunity to investigate and to recommend ways of mitigating damages. You agree not to make a claim against us unless you have provided us at least 30 days prior to the institution of any legal proceeding against us with a written certificate executed by an appropriately licensed professional specifying and certifying each and every act or omission that you contend constitutes a violation of the standard of care governing our professional services. Should you fail to meet the conditions above, you agree to fully release us from any liability for such allegation. 6.4 For you to obtain the benefit of a fee which includes a reasonable allowance for risks, you agree that our aggregate liability for all claims will not exceed the fee paid for Services or $50,000, whichever is greater. If you are unwilling to accept this allocation of risk, we will increase our aggregate liability to $100,000 provided that, within 10 days of the date of this Agreement, you provide payment in an amount that will increase our fees by 10%, but not less than $500, to compensate us for the greater risk undertaken. This increased fee is not the purchase of insurance. 6.5 You agree to indemnify us from all liability to others in excess of the risk allocation stated herein and to insure this obligation. In addition, all indemnities and limitations of liability set forth in this Agreement apply however the same may arise, whether in contract, tort, statute, equity or other theory of law, including, but not limited to, the breach of any legal duty or the fault, negligence, or strict liability of either party. 6.6 This Agreement shall be governed, construed, and enforced in accordance with the laws of the state in which our servicing office is located, without regard to its conflict of laws rules. The laws of the state of our servicing office will govern all disputes, and all claims shall be heard in the state or federal courts for that state. Each of us waives trial by jury. 6.7 No officer or employee acting within the scope of employment shall have individual liability for his or her acts or omissions, and you agree not to make a claim against individual officers or employees. Section 7: General Indemnification 7.1 We will indemnify and hold you harmless from and against demands, damages, and expenses of others to the comparative extent they are caused by our negligent acts or omissions or those negligent acts or omissions of persons for whom we are legally responsible. You will indemnify and hold us harmless from and against demands, damages, and expenses of others to the comparative extent they are caused by your negligent acts or omissions or those negligent acts or omissions of persons for whom you are legally responsible. 7.2 To the extent it may be necessary to indemnify either of us under Section 7.1, you and we expressly waive, in favor of the other only, any immunity or exemption from liability that exists under any worker compensation law. Section 8: Miscellaneous Provisions 8.1 We will provide a certificate of insurance to you upon request. Any claim as an Additional Insured shall be limited to losses caused by our negligence. 8.2 You and we, for ourselves and our insurers, waive all claims and rights of subrogation for losses arising out of causes of loss covered by our respective insurance policies. 8.3 Neither of us will assign or transfer any interest, any claim, any cause of action, or any right against the other. Neither of us will assign or otherwise transfer or encumber any proceeds or expected proceeds or compensation from the project or project claims to any third person, whether directly or as collateral or otherwise. 8.4 This Agreement may be terminated early only in writing. You will compensate us for fees earned for performance completed and expenses incurred up to the time of termination. 8.5 If any provision of this Agreement is held invalid or unenforceable, then such provision will be modified to reflect the parties' intention. All remaining provisions of this Agreement shall remain in full force and effect. 8.6 No waiver of any right or privilege of either party will occur upon such party's failure to insist on performance of any term, condition, or instruction, or failure to exercise any right or privilege or its waiver of any breach. Date: March 21, 2023 Agenda Item #: VI.K. To:Mayor and City Council Item Type: Request For Purchase From:Jessica V. Wilson, CFM, Water Resources Manager Item Activity: Subject:Request for Purchase: Change Order: ENG 23-3 Natural Areas Long-Term Maintenance 2023-2025 Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Request for Purchase for Change Order #1 with Landbridge Ecological for $57,378. INTRODUCTION: The project includes site preparation; furnishing, transporting, and installing all seeds, plant materials, and other materials as required for the restoration and establishment of native plant communities; installation of necessary erosion control practices; and management of planting areas. There are seven project areas across Braemar P ark, Arden Park, Rosland Park, Bredesen Park, Pamela P ark, and Yancey Park. The contract includes three years of maintenance, final completion date is December 31, 2025. Change order #1 is necessary to accept all bid alternates. ATTACHMENTS: Description Request for Purchase: ENG 23-3 Natural Areas Long-Term Maintenance, 2023-2025 Change Order #1 Change Order #1 Request for Purchase - Change Order #1 Requisition Number 1 CITY OF EDINA 4801 W 50th St., Edina, MN 55424 www.EdinaMN.gov | 952-927-8861 12300015 Department: Engineering Buyer: Jessica Vanderwerff Wilson Date: 03/14/2023 Requisition Description: Change Order #1: Natural Areas Long-Term Maintenance, 2023-2025 Vendor: LANDBRIDGE ECOLOGICAL INC Cost: $57,378.23 REPLACEMENT or NEW:REPLACEM - REPLACEMENT PURCHASE SOURCE:QUOTE/BD - QUOTE/BID DESCRIPTION: The project includes site preparation; furnishing, transporting, and installing all seeds, plant materials, and other materials as required for the restoration and establishment of native plant communities; installation of necessary erosion control practices; and management of planting areas. There are seven project areas across Braemar Park, Arden Park, Rosland Park, Bredesen Park, Pamela Park, and Yancey Park. The contract includes three years of maintenance, final completion date is December 31, 2025. Change order #1 is necessary to accept all bid alternates. The base contract amount was for $315,423.42. An additional $57,378.23 to accept bid alternates brings the total contract to $372,801.65 BUDGET IMPACT: This project is funded by the stormwater utility fund as detailed in CIP Project # ENG21057. 2 COMMUNITY IMPACT: Long-Term maintenance of natural areas provides sustainable natural areas that also meets goals of the climate action plan. ENVIRONMENTAL IMPACT: Long-Term maintenance of natural areas provides sustainable natural areas that also meets goals of the climate action plan. CONTRACT CHANGE ORDER NO.1 Contract No: ENG 23-3 Contract Date: February 7, 2023 Type of Work: Natural Areas Long-Term Maintenance Location: Bredesen, Pamela, and Yancey Parks Contractor: Landbridge Ecological Inc Address: 670 Vandalia Street, St. Paul, MN 55114 Description of Change: Acceptance of bid alternates ITEM DESCRIPTION UNIT QTY PRICE TOTAL 1 Acceptance of bid alternates Bid alternates 1 $57,378.23 $57,378.23 TOTAL CHANGE ORDER NO.1 $57,378.23 IN ACCORDANCE WITH THE CONTRACT AND SPECIFICATIONS, THE CONTRACT AMOUNT SHALL BE ADJUSTED IN THE AMOUNT OF $57,378.23, AND EXTENSION OF 0 WEEKS SHALL BE ALLOWED FOR COMPLETION OF THE PROJECT. THERE IS A NO CHANGE TO THE COMPLETION DATE FROM END OF YEAR 2025. Amount of Original Contract Total Additions Total Deductions Amount of Adjusted Contract $315,423.42 $57,378.23 $0.00 $372,801.65 ITEM #1: Accepting bid alternates The bid alternates for Bredesen, Pamela, and Yancey Parks are accepted. Approved Contractor: City of Edina: By: By: Title: Title: Date: Date: G:\ENG\CONST\CONTRACTS\2023\ENG 23-3 Date: March 21, 2023 Agenda Item #: VI.L. To:Mayor and City Council Item Type: Request For Purchase From:Jon Darsow, Facility Supervisor Item Activity: Subject:Request for Purchase: Change Order: Professional Services for City Hall Exterior Improvements and Solar Replacement Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Request for Purchase for Change Order for professional services for City Hall Exterior Improvements and Solar Replacement with HGA for $50,650. INTRODUCTION: This request is for construction administration services for the City Hall Exterior Improvements and Solar Replacement. ATTACHMENTS: Description Request for Purchase: Change Order: Professional Services City Hall Exterior Improvements and Solar Replacement Amendment 1 & 2 Service Agreement Request for Purchase Requisition Number 1 CITY OF EDINA 4801 W 50th St., Edina, MN 55424 www.EdinaMN.gov | 952-927-8861 12200165 Department: Engineering Buyer: Jon Darsow Date: 03/14/2023 Requisition Description: Change Order: Professional Services City Hall Exterior Improvements and Solar Replacement Vendor: HAMMEL GREEN AND ABRAHAMSON INC Cost: $50,650.00 REPLACEMENT or NEW:REPLACEM - REPLACEMENT PURCHASE SOURCE:QUOTE/BD - QUOTE/BID DESCRIPTION: In 2021, HGA was engaged to develop a Net Zero Energy (NZE) Plan for the City Hall Building. Contained within the NZE Plan were 18 actions ranging from heating and cooling upgrades to building envelope improvements. This project will replace the roof and associated exterior improvements along with the replacement of the solar array. BUDGET IMPACT: This project is being funded by 2021 Budget Surplus. Professional Services Design and Bidding $63,588.00 + Construction Administration $50,650.00 = Total Professional Services fee of $114,238.00. Construction Contract (Magnuson Construction) $1,976,352.00 Design/Bid/CA Services (HGA) $114,238.00 Project Total $2,090,590.00 2 COMMUNITY IMPACT: This project will review a critical piece of the city hall infrastructure to ensure its long term viability. It also continues actions to meet our Climate Action Plan goals to reduce energy use. ENVIRONMENTAL IMPACT: This project will provide concepts and analysis for a roof mounted solar array to reduce energy use. July 7, 2022 November 2, 2022 Amendment No. 01 WRITER’S DIRECT DIAL 612-810-9448 March 9, 2023 Amendment No. 02 Mr. Derik Otten, Facilities Manager City of Edina, Engineering Department 952-826-0356 | Fax 952-826-0392 7450 Metro Boulevard | Edina, Minnesota 55439 dotten@edinamn.gov | EdinaMN.gov Re: City of Edina – City Hall Reroofing Project Proposal for Professional Service Dear Mr. Otten: At your request, Hammel, Green and Abrahamson, Inc. (HGA) is pleased to submit this Proposal providing Professional Services to design a complete replacement roof system in support of City Hall Energy Conserving Measure’s (ECM) #1 – Roof Mounted Solar Photovoltaic Array and ECM #13 – Roof Edge and Parapet Replacement. I. Project Understanding In 2021, HGA was engaged to develop a Net Zero Energy (NZE) Plan for the City Hall Building. Contained within the NZE Plan were 18 ECM’s ranging from heating and cooling upgrades to building envelope improvements. The City of Edina has shared with HGA that they desire to implement ECM #13 – Roof Edge and Parapet Replacement as well as the roofing repair and replacement recommendations found in Sections 8.1.1 - 8.1.2. of the NZE Plan as well as the HGA led envelope assessment. II. Scope of Basic Services Based upon our understanding of the Project, HGA proposes to provide the following Services: 1. Summary a. Complete removal and replacement of the existing roof system which consists of: i. Gravel and asphalt flood coat ii. 4-ply fiberglass felt asphalt built-up roof membrane iii. 1” perlite insulation set in hot asphalt iv. ¼” per foot tapered polyisocyanurate insulation set in hot asphalt v. 2” polyisocyanurate insulation set in hot asphalt vi. 2-ply fiberglass felt asphalt vapor retarder vii. 1” perlite insulation mechanically attached b. Evaluate the best roof system for the Project (Basis of Design for new system is fully adhered EPDM per the Pie Envelope Report) and address the following: first costs, life- cycle replacement cost, compatibility with rooftop solar, recycling and disposal of construction materials, warranties, increased insulation performance of R-30 minimum, rooftop pathways, coping materials, roof to wall transitions, and the feasibility of a rooftop gantry crane. c. Coordinate and integrate the implementation of a rooftop solar photovoltaic system. d. Study the effects and costs of both a ballasted and elevated photovoltaic system on Mr. Derik Otten City of Edina – City Hall Reroofing Project July 7, 2022, November 2, 2022 Amendment No. 01, March 9, 2023 Amendment No. 02 Page 2 of 5 the existing structural roof framing e. Explore and recommend changes to the roof detailing that include extending parapet to accommodate increased insulation, potential gutter at south curtainwall, proper slope of new tapered insulation to existing roof drains, and transitions to coping as well as vertical wall surfaces. f. Study any storm water implications the project may have on the site, including sidewalks, splash blocks, parking lot, and storm water ponds. g. Disciplines include – Architecture, Civil, Structural, Electrical, and Cost Estimating. h. Remove existing stair to the mechanical penthouse and replace with a ships ladder. i. Provide hoist, hoist beam, and structural detailing for installation of the new hoist (capacity under 1,000 lbs.) Final capacity to be determined through analyzing existing structure. j. Protect or remove/reinstall electrical components in the mechanical penthouse stair to accommodate the installation of the ships ladder and hoist. k. Design opening in the existing rooftop mechanical courtyard screen for ease of access to the roof. l. Provide new ladder on the north side of the upper roof wall to gain access to the northern lower-level roof. 2. Design Development, DD (included in design fee) a. Project Kickoff Meeting (in person) b. Team Meetings (2, via Zoom) c. BIM Coordination Meeting (1, via Zoom) d. Existing Conditions Site Visits (2) e. Design Drawings (60 %) f. Outline Specifications g. Quality Control Review h. Budgetary Cost Estimate i. Page Turn of DD Documents with City Staff 3. Construction Documents, CD (included in design fee) a. Phase Kickoff Meeting (in person) b. Team meeting (2, via Zoom) c. Existing Conditions Site Visit (1) d. Design Drawings (90% and Issue for Bid) e. Specifications f. Construction Schedule g. Quality Control Review h. Page Turn of CD Documents with City Staff 4. CA - Bidding (included in CA fee) a. Pre-Bid Meeting Attendance b. RFI & Substitution Requests Review and Response c. Addenda if required d. Bid Opening Attendance 5. CA - Mobilization (included in CA fee) a. Pre-Construction Meeting – Lead and Facilitate b. Shop Drawing and Submittal Review and Response Mr. Derik Otten City of Edina – City Hall Reroofing Project July 7, 2022, November 2, 2022 Amendment No. 01, March 9, 2023 Amendment No. 02 Page 3 of 5 6. Construction Administration, CA (included in CA fee) a. Construction Meetings (12 via Zoom) b. Site Observation Visits (4) c. RFI Review and Response d. Proposal Request (PR) & Supplemental Information (SI) Creation e. Punchlist (1) f. Record Drawings and Closeout Documentation g. Solar PV System coordination, site visits and verification of system install h. Exterior envelop repairs CA time i. Penthouse stair, hoist, exterior screen wall, and exterior ladder CA time III. Schedule Outlined below are proposed design phase durations. HGA is available and ready to begin once a notice to proceed is received. A schedule with specific dates matching these durations will be provided for review and approval during week one of the Design Development Phase. Bidding and construction durations have been provided for planning purposes and are subject to change. We understand that the City of Edina would like to bid the project in 2022 with construction commencing in spring 2023, aligning with a corresponding rooftop photovoltaic (PV) project. Design Development (DD), 6 weeks (Complete) Week 1 Project Kickoff Week 4 DD Package Submittal Week 5 Cost Estimate Submittal Week 6 City Review Period & Page Turn with City Staff Construction Documents (CD), 7 weeks (Complete) Week 1 CD Kickoff Week 5 CD Package 90% Submittal Week 6 City Review Period & Page Turn w/ City Week 7 CD Issue for Bid Submittal * The following Bidding and Construction Timeline is subject to change. Utilized for Scope and Fee generation. * CA - Bidding, 5 weeks Week 1 Posted for Bidding Week 2 Pre-Bid Conference Week 3 Addendum if required Week 5 Bid Opening CA - Mobilization, 8-10 weeks Construction Administration, 26 weeks beginning 3/6/2023 and ending 9/1/2023 Week 1 Pre-Construction Conference Week 22 Substantial Completion Week 23 Punchlist Week 26 Certificate of Completion IV. Client Responsibilities To meet the objectives of the Project and schedule outlined above, it is understood that the Owner will: Mr. Derik Otten City of Edina – City Hall Reroofing Project July 7, 2022, November 2, 2022 Amendment No. 01, March 9, 2023 Amendment No. 02 Page 4 of 5 1. Provide a primary point of contact who will lead the Owner’s team throughout the Project and coordinate the following: a. Owner staff for meetings. b. Police Department staff for meetings to discuss sensitive rooftop equipment such as antennas. c. Access to the roof within 5 business days of request. 2. Provide review of submitted documents within 5 business days. V. Assumptions 1. If the Project Scope significantly changes or is cancelled/postponed, HGA shall be compensated for work performed to date. 2. Commissioning and testing services shall not be included in this Scope of Work. 3. HGA plans to utilize existing drawings of the facility to generate Project drawings and details. VI. Additional Services HGA may be requested to provide Additional Services or the services of Outside Consultants, as necessary, which are beyond the Basic Services provide for in this Proposal. Additional services will be provided only upon your written authorization, and compensation shall be determined as part of any authorization to proceed with such services. A separate Proposal will be provided upon request. Additional Services may include, but are not limited to, the following: 1. Additional meetings beyond those listed herein. 2. Printing of boards and presentations for use by the City of Edina 3. Engineering Services beyond the following: a. Structural feasibility study of ballasted vs. elevated solar photovoltaic system b. Electrical engineering coordination of PV system locations c. Civil engineering study of storm water implications on the current site design 4. Detailing and design of unforeseen conditions not present or identified in the original drawings. VII. Compensation HGA proposes to perform the Scope of Basic Services described above for a total fixed fee of $79,681 $87,996 $106,738 as broken out below for design and construction administration. Estimated reimbursable expenses for travel and printing are included. Total HGA Design Fee (DD, CD Phases)…………………………………………………..…. $55,273 Amendment No. 01 $8,315 Revised Total Design Fee (DD, CD Phases)………………………………………..…………$63,588 Total HGA Construction Administration Fee (Bidding, Mobilization, CA)..................... $24,408 Amendment No. 02 (CA Fee related to Solar install and added facility scope) $18,742 Revised total Construction Administration Fee…………………………………….………..$43,150 HGA may be requested to provide quality control, quality assurance (QA/QC) construction site visits outside our construction administration services outlined in section II.6 herein. These visits will be performed only per request of Edina management staff. For these QA/QC Services, HGA will bill hourly towards a not-to-exceed fee of $7,500. Mr. Derik Otten City of Edina – City Hall Reroofing Project July 7, 2022, November 2, 2022 Amendment No. 01, March 9, 2023 Amendment No. 02 Page 5 of 5 VIII. Acceptance HGA and the City of Edina have an established Master Service’s Agreement. The client’s acceptance of this proposal will be secured through the terms and conditions of that agreement. If this proposal is acceptable to you, please advise. We will be happy to provide further information as necessary to prepare contractual documents. Thank you for the opportunity to be of continued service to the City of Edina. Sincerely, Hammel, Green & Abrahamson, Inc. (HGA) City of Edina (Owner) By By Name Jay Wiederholt, AIA, NCARB Name Scott Neal Title Associate Vice President Title City Manager Date March 9, 2023 Date cc: Jon Darsow, City of Edina Jason Christiansen, HGA Date: March 21, 2023 Agenda Item #: VI.M. To:Mayor and City Council Item Type: Request For Purchase From:Jon Darsow, Facility Supervisor Item Activity: Subject:Request for Purchase: FC22-113 City Hall Exterior Improvements and Solar Replacement Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Request for Purchase for FC22-113 City Hall Exterior Improvements and Solar Replacement with Magnuson Construction for $1,976,352. INTRODUCTION: This project will replace the roof at City Hall and allow the replacement and expansion of the solar photovoltaic system. These improvements extend the life of the asset and align with the City’s sustainability goals. ATTACHMENTS: Description Request for Purchase: FC22-113 City Hall Exterior Improvements and Solar Replacement FC22-113 Contract Request for Purchase Requisition Number 1 CITY OF EDINA 4801 W 50th St., Edina, MN 55424 www.EdinaMN.gov | 952-927-8861 12300029 Department:Engineering Buyer:Jon Darsow Date: 03/10/2023 Requisition Description:City Hall Exterior Improvements & Solar Replacement Vendor:MARGE MAGNUSON CONSTRUCTION CO INC Cost:$1,976,352.00 REPLACEMENT or NEW:REPLACEM - REPLACEMENT PURCHASE SOURCE:QUOTE/BD - QUOTE/BID DESCRIPTION: This project will replace the roof at City Hall and allow the replacement and expansion of the solar photovaltaic system. These improvements extend the life of the asset and align with the City’s sustainability goals. BUDGET IMPACT: The project is funded from a combination of budget surplus dedicated to facility maintenance and the Conservation and Sustainability Fund. 2 COMMUNITY IMPACT: City Hall is one of the most important facilities for the city. These improvements extend the life of the asset to ensure its long-term use. ENVIRONMENTAL IMPACT: This project aligns with the actions identified in the City Hall Energy Management Study. This project is another step that will further reduce the energy use of City Hall. The project aligns with the Climate Action Plan. APRIL 2018 A-1 IB CONTRACT NO FC22-113 City Hall Exterior Improvements and PV Replacement. THIS AGREEMENT made this 10th day of by March, 2023 between the CITY OF EDINA, a Minnesota municipal corporation (“City”) and M. Magnuson Construction Inc. (“Contractor”). City and Contractor, in consideration of the mutual covenants set forth herein, agree as follows: 1. CONTRACT DOCUMENTS. The following documents shall be referred to as the “Contract Documents,” all of which shall be taken together as a whole as the contract between the parties as if they were set verbatim and in full herein: A. This Agreement. B. Instructions to Bidders. C. City of Edina General Contract Conditions (AIA 201 General Conditions for Construction 2017- City of Edina Approved) D. Addenda numbers 1-2 E. Specifications prepared by HGA Architects Inc. F. Plan sheets G. Performance Bond. H. Payment Bond. I. Responsible Contractor Verification of Compliance APRIL 2018 A-2 IB J. Contractor’s bid dated February 28th, 2023 K. Scope of Work Project includes improvements to exterior portions of Edina City Hall Including but not limited to: Roofing Replacement Exterior Masonry Repairs Sealants Roof mounted PV array design and installation. The Contract Documents are to be read and interpreted as a whole. The intent of the Contract Documents is to include all items necessary for the proper execution and completion of the Work and to require Contractor to provide the highest quality and greatest quantity consistent with the Contract Documents. If there are inconsistencies within or among part of the Contract Documents or between the Contract Documents and applicable standards, codes or ordinances, the Contractor shall provide the better quality or greater quantity of Work or comply with the more stringent requirements. 1.1 Before ordering any materials or doing any Work, the Contractor shall verify measurements at the Project site and shall be responsible for the correctness of such measurements. No extra charges or compensation will be allowed on account of differences between actual dimensions and the dimensions indicated on the Drawings. Any difference that may be found shall be submitted to the City for resolution before proceeding with the Work. 1.2 If a minor change in the Work is necessary due to actual field conditions, the Contractor shall submit detailed drawings of such departure to the City for approval before making the change. The City shall not be required to make any adjustment to either the Contract Sum or Contract Time because of any failure by the Contractor to comply with the requirements of this paragraph. Actual or alleged conflicts or inconsistencies between the Plans and Specifications or other Contract Documents shall be brought to the City’s attention in writing, prior to performing the affected Work. The City’s directions shall be followed by the Contractor. 2. OBLIGATIONS OF THE CONTRACTOR. The Contractor shall provide the goods, services, and perform the work in accordance with the Contract Documents. 3. OBLIGATIONS OF THE CITY. The City agrees to pay, and the Contractor agrees to receive and accept payment in accordance with the Contractor’s bid not to exceed $1,976,352.00 4. PAYMENT PROCEDURES. A. Contractor shall submit Applications for Payment. Applications for Payment will be processed by City as provided in the General Conditions. B. Progress Payments; Retainage. City shall make 95% progress payments on account of the Contract Price on the basis of Contractor’s Applications for Payment during performance of the Work. C. Payments to Subcontractor. (1) Prompt Payment to Subcontractors. Pursuant to Minn. Stat. § 471.25, Subd. 4a, the Contractor must pay any subcontractor within ten (10) days of the Contractor’s receipt of payment from the City for undisputed services provided by the subcontractor. The Contractor must pay interest of 1½ percent per month or any part of a month to the subcontractor on any undisputed amount not paid on time to the subcontractor. The minimum monthly interest penalty payment for an unpaid APRIL 2018 A-3 IB balance of $100.00 or more is $10.00. For an unpaid balance of less than $100.00, the Contractor shall pay the actual penalty due to the subcontractor. (2) Form IC-134 required from general contractor. Minn. Stat. § 290.92 requires that the City of Edina obtain a Withholding Affidavit for Contractors, Form IC-134, before making final payments to Contractors. This form needs to be submitted by the Contractor to the Minnesota Department of Revenue for approval. The form is used to receive certification from the state that the vendor has complied with the requirement to withhold and remit state withholding taxes for employee salaries paid. D. Final Payment. Upon final completion of the Work, City shall pay the remainder of the Contract Price as recommended by City. 5. COMPLETION DATE. The Work must be completed and ready for final payment by September 1st, 2023 6. CONTRACTOR’S REPRESENTATIONS. A. Contractor has examined and carefully studied the Contract Documents and other related data identified in the Contract Documents. B. Contractor has visited the Site and become familiar with and is satisfied as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work. C. Contractor is familiar with and is satisfied as to all federal, state, and local Laws and Regulations that may affect cost, progress, and performance of the Work. D. Contractor has carefully studied all: (1) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Site (except Underground Facilities) which have been identified in the General Conditions; and (2) reports and drawings of a Hazardous Environmental Condition, if any, at the Site. E. Contractor has obtained and carefully studied (or assumes responsibility for doing so) all additional or supplementary examinations, investigations, explorations, tests, studies, and data concerning conditions (surface, subsurface, and underground facilities) at or contiguous to the Site which may affect cost, progress, or performance of the Work or which relate to any aspect of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, including any specific means, methods, techniques, sequences, and procedures of construction expressly required by the Bidding Documents, and safety precautions and programs incident thereto. F. Contractor does not consider that any further examinations, investigations, explorations, tests, studies, or data are necessary for the performance of the Work at the Contract Price, within the Contract Times, and in accordance with the other terms and conditions of the Contract Documents. G. Contractor is aware of the general nature of work to be performed by City and others at the Site that relates to the Work as indicated in the Contract Documents. H. Contractor has correlated the information known to Contractor, information and observations obtained from visits to the Site, reports and drawings identified in the Contract Documents, and all additional examinations, investigations, explorations, tests, studies, and data with the Contract Documents. APRIL 2018 A-4 IB I. Contractor has given City written notice of all conflicts, errors, ambiguities, or discrepancies that Contractor has discovered in the Contract Documents, and the written resolution thereof by City is acceptable to Contractor. J. The Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. K. Subcontracts: (1) Unless otherwise specified in the Contract Documents, the Contractor shall, upon receipt of the executed Contract Documents, submit in writing to the City the names of the subcontractors proposed for the work. Subcontractors may not be changed except at the request or with the consent of the City. (2) The Contractor is responsible to the City for the acts and omissions of the Contractor's subcontractors, and of their direct and indirect employees, to the same extent as the Contractor is responsible for the acts and omissions of the Contractor's employees. (3) The Contract Documents shall not be construed as creating any contractual relation between the City and any subcontractor. (4) The Contractor shall bind every subcontractor by the terms of the Contract Documents. 7. WARRANTY. The Contractor guarantees that all new equipment warranties as specified within the bid shall be in full force and transferred to the City upon payment by the City. The Contractor shall be held responsible for any and all defects in workmanship, materials, and equipment which may develop in any part of the contracted service, and upon proper notification by the City shall immediately replace, without cost to the City, any such faulty part or parts and damage done by reason of the same in accordance with the bid specifications. 8. INDEMNITY. The Contractor agrees to indemnify and hold the City harmless from any claim made by third parties as a result of the services performed by it. In addition, the Contractor shall reimburse the City for any cost of reasonable attorney’s fees it may incur as a result of any such claims. 9. MISCELLANEOUS. A. Terms used in this Agreement have the meanings stated in the General Conditions. B. City and Contractor each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, its partners, successors, assigns and legal representatives in respect to all covenants, agreements, and obligations contained in the Contract Documents. C. Any provision or part of the Contract Documents held to be void or unenforceable under any Law or Regulation shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon City and Contractor, who agree that the Contract Documents shall be reformed to replace such stricken provision or part thereof with a valid and enforceable provision that comes as close as possible to expressing the intention of the stricken provisions. D. Data Practices/Records. (1) All data created, collected, received, maintained or disseminated for any purpose in the course of this Contract is governed by the Minnesota Government Data Practices Act, Minn. Stat. Ch. 13, any other applicable state statute, or any state rules adopted to implement the act, as well as federal regulations on data privacy. (2) All books, records, documents and accounting procedures and practices to the Contractor and its subcontractors, if any, relative to this Contract are subject to examination by the City. APRIL 2018 A-5 IB E. Copyright/Patent. Contractor shall defend actions or claims charging infringement of any copyright or patent by reason of the use or adoption of any designs, drawings or specifications supplied by it, and it shall hold harmless the City from loss or damage resulting there from. If the equipment provided by the Contractor pursuant to this Agreement contains software, including that which the manufacturer may have embedded into the hardware as an integral part of the equipment, the Contractor shall pay all software licensing fees. The Contractor shall also pay for all software updating fees for a period of one year following cutover. The Contractor shall have no obligation to pay for such fees thereafter. Nothing in the software license or licensing agreement shall obligate the City to pay any additional fees as a condition for continuing to use the software. F. Assignment. Neither party may assign, sublet, or transfer any interest or obligation in this Agreement without the prior written consent of the other party, and then only upon such terms and conditions as both parties may agree to and set forth in writing. G. Waiver. In the particular event that either party shall at any time or times waive any breach of this Agreement by the other, such waiver shall not constitute a waiver of any other or any succeeding breach of this Agreement by either party, whether of the same or any other covenant, condition or obligation. H. Governing Law/Venue. The laws of the State of Minnesota govern the interpretation of this Agreement. In the event of litigation, the exclusive venue shall be in the District Court of the State of Minnesota for Hennepin County. I. Severability. If any provision, term or condition of this Agreement is found to be or becomes unenforceable or invalid, it shall not affect the remaining provisions, terms and conditions of this Agreement, unless such invalid or unenforceable provision, term or condition renders this Agreement impossible to perform. Such remaining terms and conditions of the Agreement shall continue in full force and effect and shall continue to operate as the parties’ entire agreement. J. Entire Agreement. This Agreement represents the entire agreement of the parties and is a final, complete and all inclusive statement of the terms thereof, and supersedes and terminates any prior agreement(s), understandings or written or verbal representations made between the parties with respect thereto. K. Permits and Licenses; Rights-of-Way and Easements. The Contractor shall procure all permits and licenses, pay all charges and fees therefore, and give all notices necessary and incidental to the construction and completion of the Project. The City will obtain all necessary rights-of-way and easements. The Contractor shall not be entitled to any additional compensation for any construction delay resulting from the City’s not timely obtaining rights-of-way or easements. L. If the work is delayed or the sequencing of work is altered because of the action or inaction of the City, the Contractor shall be allowed a time extension to complete the work but shall not be entitled to any other compensation. M. Responsible Contractor. This contract may be terminated by the City at any time upon discovery by the City that the prime contractor or subcontractor has submitted a false statement under oath verifying compliance with any of the minimum criteria set forth in Minn Stat. § 16C.285, subd. 3. APRIL 2018 A-6 IB CITY OF EDINA CONTRACTOR BY: ____________________________ BY: ___________________________ Its Mayor Its Vice President AND ___________________________ AND ___________________________ Its City Manager Its President Date: March 21, 2023 Agenda Item #: VI.N. To:Mayor and City Council Item Type: Report / Recommendation From:Kelly Curtin, Human Resources Director Item Activity: Subject:Approve 2023-2024 Union Contract for LELS Local 529 Dispatchers Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve the 2023-2024 Union Contract for Law Enforcement Labor Services (LELS) Local 529 Dispatchers. INTRODUCTION: The attached tentative agreement has been negotiated in good faith by City and Union leadership, and the union has voted to approve this contract. The last step in the process is approval by the City Council. Substantive changes to this contract include: 4.25% Wage Increase for 2023 3% Wage Increase for 2024 Addition of Juneteenth as a paid holiday Changes to pay structure to better align with the market. Minor clarifying or grammatical changes to current language Staff recommends approval of this contract. ATTACHMENTS: Description Tentative Agreement: 2022-2023 City and LELS Local 529 Dispatchers 2021-2022 Dispatch Contract Final Edina P.D. Dispatchers – LELS, Local 529 Tentative Agreement 01/31/2023 The following items were tentatively agreed upon in the negotiation process between the employer and the union, subject to ratification by the local: • Article 24 – Duration: Two-year contract for 2022 & 2023 • Appendix A: Salary Schedule • A general wage increases of 4.25% in 2023 and 3.0 % in 2024 • Adjustment to wage steps: o Shift wages up one step o Eliminate “After yr 12” step 2022 2023 2024 Shift steps up (4.25% Wage Increase 1/1/2023) (3% Wage increase 1/1/2024) 1 Start $29.42 $30.59 $31.89 $32.85 2 After yr 1 $30.59 $31.82 $33.17 $34.17 3 After yr 2 $31.82 $33.09 $34.50 $35.53 4 After yr 3 $33.09 $35.45 $36.96 $38.07 5 After yr 4 $35.45 $36.86 $38.43 $39.58 6 After yr 5 $36.86 $37.58 $39.18 $40.35 7 After yr 6 $37.58 $37.94 $39.55 $40.74 8 After yr 9 $37.94 $38.30 $39.93 $41.13 9 After yr 12 $38.30 • Article 9 – Seniority • 9.5 Once every six (6) twelve (12) months, senior qualified employees shall select an available shift by seniority. • Article 14 – Holidays • 14.1 The employer recognizes the following 12 holidays: New Year’s Day January 1 President’s Day Third Monday in February Easter Sunday A Sunday in late March or early April Memorial Day Last Monday in May Juneteenth June 19 Fourth of July July 4 Labor Day First Monday in September Veteran’s Day November 11 Thanksgiving Day Fourth Thursday in November Christmas Eve December 24 Christmas Day December 25 New Year’s Eve December 31 • 14.4 Employee shall receive eighty-eight (88) ninety-six (96) hours of holiday pay each year. Employees will have holidays calculated in the setting of their schedules. • 14.6 Employee shall receive eight (8) hours floating holiday time for their use, which shall be scheduled in the same manner as vacation. If the floating holiday is not used during the calendar year, it is forfeited. It will not be cashed out in the event of an employee’s change of status or in the event of an employee’s separation. • Contract Change Review (Transition from MNPEA to LELS) LABOR AGREEMENT BETWEEN CITY OF EDINA and MINNESOTA PUBLIC EMPLOYEES ASSOCIATION Representing: COMMUNICATION SPECIALISTS AND PUBLIC SAFETY DISPATCHERS Effective January 1, 2021 through December 31, 2022 INDEX ARTICLE PAGE 1 PURPOSE OF AGREEMENT ........................................................................ 1 2 RECOGNITION .............................................................................................. 1 3 DEFINITIONS ................................................................................................ 1 4 EMPLOYER SECURITY ................................................................................ 2 5 EMPLOYER AUTHORITY ............................................................................. 2 6 UNION SECURITY ........................................................................................ 3 7 EMPLOYEE RIGHTS - GRIEVANCE PROCEDURE .................................... 3 8 SAVINGS CLAUSE ........................................................................................ 6 9 SENIORITY .................................................................................................... 6 10 DISCIPLINE ................................................................................................... 7 11 CONSTITUTIONAL PROTECTION ............................................................... 7 12 WORK SCHEDULES ..................................................................................... 7 13 OVERTIME .................................................................................................... 8 14 HOLIDAYS ..................................................................................................... 9 15 COURT TIME/STANDBY PAY ....................................................................... 9 16 CALL BACK TIME ........................................................................................ 10 17 WORKING OUT OF CLASSIFICATION .......................................................10 18 INSURANCE ................................................................................................ 10 19 VACATION .................................................................................................. 10 20 SICK LEAVE WITH PAY .............................................................................. 11 21 EMPLOYEE FITNESS INCENTIVE ............................................................. 11 22 CONTROLLED SUBSTANCE AND ALCOHOL TESTING ........................... 12 23 WAIVER ....................................................................................................... 12 24 DURATION .................................................................................................. 13 APPENDIX A - SALARY SCHEDULE .......................................................... 14 i MASTER LABOR AGREEMENT BETWEEN THE CITY OF EDINA AND MINNESOTA PUBLIC EMPLOYEES ASSOCIATION ARTICLE 1. PURPOSE OF AGREEMENT This agreement is entered into as of January 1, 2021, between the City of Edina, hereinafter called the Employer, and the Minnesota Public Employees Association, hereinafter called the Union. It is the intent and purpose of this Agreement to: 1.1 Establish procedures for the resolution of disputes concerning this Agreement’s interpretation and/or application; and 1.2 Place in written form the parties' agreement upon terms and conditions of employment for the duration of this agreement. ARTICLE 2. RECOGNITION 2.1 The Employer recognizes the Union as the exclusive representative, under Minnesota Statutes, Section 179A.03 Subdivision 14, for all police personnel in the following job classifications: Full-time 911 Dispatcher Part-time 911 Dispatcher Lead Dispatcher 2.2 In the event the Employer and the Union are unable to agree as to the inclusion or exclusion of a new or modified job class, the issue shall be submitted to the Bureau of Mediation Services for determination. ARTICLE 3. DEFINITIONS 3.1 Union: The Minnesota Public Employees Association (MNPEA). 3.2 Union Member: A member of the Minnesota Public Employees Association. 3.3 Employee: A member of the exclusively recognized bargaining unit. 3.4 Department: The Edina Police Department. 3.5 Employer: The City of Edina. Page 1 Page 2 3.6 Chief: The Chief of the Edina Police Department. 3.7 Overtime: Work performed at the express authorization of the EMPLOYER in excess of the employee's scheduled shift. 3.8 Scheduled Shift: A consecutive work period including rest breaks and a lunch break. 3.9 Rest Breaks: Periods during the Scheduled Shift during which the employee remains on continual duty and is responsible for assigned duties. 3.10 Lunch Breaks: A period during the Scheduled Shift during which the employee remains on continual duty and is responsible for assigned duties. 3.11 Full Time Employee: A person hired by the Employer as a full-time employee and so designated by the, Employer. 3.12 Part Time Employee A person hired by the Employer as a part time employee and so designated by the Employer. 3.13 Strike: Concerted action in failing to report to duty, the willful absence from one's position, the stoppage of work, slow-down, or abstinence in whole or in part from the full, faithful, and proper performance of the duties of employment for the purposes of inducing, influencing, or coercing a change in the conditions or compensation or the rights, privileges or obligations of employment. 3.14 Regularly Scheduled Shift: The work schedule as posted 7 days prior to the current date. 3.15 Shift Selection: For purpose of shift selection, shift is defined as an available slot on the schedule. ARTICLE 4. EMPLOYER SECURITY The Union agrees that during the life of this AGREEMENT that the Union will not cause, encourage, participate in, or support any strike, slow-down, or other interruption of or interference with the normal function of the Employer. ARTICLE 5. EMPLOYER AUTHORITY 5.1 The Employer retains full and unrestricted right to operate and manage all employees, facilities, and equipment; to establish functions and programs, to set and amend budgets; to determine the utilization of technology; to establish and modify the organizational structure; to select, direct, and determine the number of personnel; to establish work schedules, and to perform any inherent managerial function not specifically limited by this Agreement. Page 3 5.2 Any term and condition of employment not specifically established or modified by this Agreement shall remain solely within the discretion of the Employer to modify, establish, or eliminate. ARTICLE 6. UNION SECURITY 6.1 The Employer shall deduct from the wages of employees who authorize such a deduction in writing an amount necessary to cover monthly Union dues. Such monies shall be remitted as directed by the Union. 6.2 The Union may designate employees from the bargaining unit to act as a steward and an alternate and shall inform the Employer in writing of such choice and changes in the position of steward and/or alternate. 6.3 The Employer shall make space available on the employee bulletin board for posting Union notice(s) and announcement(s). 6.4 The Union agrees to indemnify and hold the Employer harmless against any and all claims, suits, orders, or judgment brought or issued against the Employer as a result of any action taken or not taken by the Employer under the provision of this article. ARTICLE 7. EMPLOYEE RIGHTS - GRIEVANCE PROCEDURE 7.1 DEFINITION OF GRIEVANCE: A grievance is defined as a dispute or disagreement as to the interpretation or application of the specific terms and conditions of this Agreement. 7.2 UNION REPRESENTATIVE: The Employer will recognize Representatives designated by the UNION as the grievance representatives of the bargaining unit having the duties and responsibilities established by this Article. The Union shall notify the Employer in writing of the names of such Union Representatives and their successors when so designated as provided by 6.2 of this Agreement. 7.3 PROCESS OF A GRIEVANCE: It is recognized and accepted by the Union and the Employer that the processing of grievances as hereinafter provided is limited by the job duties and responsibilities of the Employees and shall therefore be accomplished during normal working hours only when consistent with such Employee duties and responsibilities. The aggrieved Employee and a Union Representative shall be allowed a reasonable amount of time without loss in pay when a grievance is investigated and presented to the Employer during normal working hours provided that the Employee and the Union Representative have notified and received the approval of the designated supervisor who has determined that such absence is reasonable and would not be detrimental to the work programs of the Employer. 7.4 PROCEDURE: Grievances, as defined by Section 7.1, shall be resolved in conformance with the following procedure: Step 1. An Employee claiming a violation concerning the interpretation or application of this Agreement shall, within twenty-one (21) calendar days after alleged violation has occurred, present such grievance to the Employee’s supervisor as designated by the Employer. The Employer-designated representative will discuss and give an answer to such Step 1 grievance within ten (10) calendar days after receipt. A grievance not resolved in Step 1 and appealed to Step 2 shall be placed in writing setting forth the nature of the grievance, the facts on which it is based, the provision or provisions of the Agreement allegedly violated, the remedy requested, and shall be appealed in writing to Step 2 within ten (10) calendar days after the Employer-designated representative's final answer in Step 1. Any grievance not appealed to Step 2 by the Union within ten (10) calendar days shall be considered waived. Step 2. If appealed, the written grievance shall be presented by the Union and discussed with the Employer-designated Step 2 representative. The Employer- designated representative shall give the Union the Employer’s Step 2 answer in writing within ten (10) calendar days after receipt of such Step 2 grievance. A grievance not resolved in Step 2 may be appealed to Step 3 within ten (10) calendar days following the Employer-designated representative's final Step 2 answer. Any grievance not appealed in writing to Step 3 by the Union within ten (10) calendar days shall be considered waived. Step 3. If appealed, the written grievance shall be presented by the Union and discussed with the Employer-designated Step 3 representative. The Employer- designated representative shall give the Union the Employer’s answer in writing within ten (10) calendar days after receipt of such Step 3 grievance. A grievance not resolved in Step 3 may be appealed to Step 4 within ten (10) calendar days following the Employer-designated representative's final answer in Step 3. Any grievance not appealed in writing to Step 4 by the Union within ten (10) calendar days shall be considered waived. Step 3A. If the grievance is not resolved at Step 3 of the grievance procedure, the parties, by mutual agreement, may submit the matter to mediation with the Bureau of Mediation Services. Submitting the grievance to mediation preserves timelines for Step 3 of the grievance procedure. Step 4. A grievance unresolved in Step 3 and appealed to Step 4 by the Union shall be submitted to arbitration subject to the provisions of the Public Employment Labor Relations Act of 1971. The selection of an arbitrator shall be made in accordance with the "Rules Governing the Arbitration of Grievances" as established by the Public Employment Relations Board. Page 4 Page 5 7.5 ARBITRATOR'S AUTHORITY A. The arbitrator shall have no right to amend, modify, nullify, ignore, add to, or subtract from the terms and conditions of this Agreement. The arbitrator shall consider and decide only the specific issue(s) submitted in writing by the Employer and the Union and shall have no authority to make a decision on any other issue not so submitted. B. The arbitrator shall be without the power to make decisions contrary to, or inconsistent with, or modifying or varying in any way the application of laws, rules, or regulations having the force and effect of law. The arbitrator’s decision shall be submitted in writing within thirty (30) days following close of the hearing or the submission of briefs by the parties, whichever be later, unless the parties agree to an extension. The decision shall be binding on both the Employer and the Union and shall be based solely on the arbitrator’s interpretation or application of the express terms of this Agreement and to the facts of the grievance presented. C. The fees and expenses for the arbitrator's services and proceedings shall be borne equally by the Employer and the Union provided that each party shall be responsible for compensating its own representative and witnesses. If either party desires a verbatim record of the proceedings, it may cause such a record to be made, providing it pays for the record. If both parties desire a verbatim record of the proceedings, the cost shall be shared equally. 7.6 WAIVER: If a grievance is not presented within the time limits set forth above, it shall be considered "waived". If a grievance is not appealed to the next step within the specified time limit or any agreed extension thereof, it shall be considered settled on the basis of the Employer’s last answer. If the Employer does not answer a grievance or an appeal thereof within the specified time limits, the Union may elect to treat the grievance as denied at that step and immediately appeal the grievance to the next step. The time limit in each step may be extended by mutual written agreement of the Employer and the Union in each step. 7.7 CHOICE OF REMEDY: If, as a result of the written Employer response in Step 3, the grievance remains unsolved, and if the grievance involves the suspension, demotion, or discharge of an employee who has completed the required probationary period, the grievance may be appealed either to Step 4 of Article VII or a procedure such as: Civil Service, Veteran's Preference, or Fair Employment. If appealed to any procedure other than Step 4 of Article VII, the grievance is not subject to the arbitration procedure as provided in Step 4 Article VII. The aggrieved employee shall indicate in writing which procedure is to be utilized -- Step 4 of Article VII or another appeal procedure -- and shall sign a statement of the effect that the choice of any other hearing precludes the aggrieved employee from making a subsequent appeal through Step 4 of Article VII. Page 6 ARTICLE 8. SAVINGS CLAUSE This Agreement is subject to the laws of the United States, the State of Minnesota, and the City of Edina. In the event any provision of this Agreement shall be held to be contrary to law by a court of competent jurisdiction from whose final judgment or decree no appeal has been taken within the time provided, such provision shall be voided. All other provisions of this Agreement shall continue in full force and effect. The voided provisions may be re-negotiated at the written request of either party. ARTICLE 9. SENIORITY 9.1 Seniority shall be determined by the employee's length of continuous employment with the Police Department and posted in an appropriate location. Seniority rosters may be maintained by the Chief on the basis of time in grade and time within specific classifications. 1st - position 2nd - date of hire - Police Department 3rd - date of hire - City of Edina 9.2 All newly hired or rehired employees will serve a twelve (12) month probationary period, which commences after successful completion of Communication Training Officer program. During the probationary period, a newly hired or rehired employee may be discharged or otherwise disciplined at the sole discretion of the Employer. During the probationary period, a promoted or reassigned employee may be replaced in their previous position at the sole discretion of the Employer. 9.3 A reduction of work force will be accomplished on the basis of seniority within classifications. Employees shall be recalled on the basis of seniority within classifications. An employee on layoff shall have an opportunity to return to work within two years of the time of their lay off before any new employee is hired. 9.4 Senior employees will be given preference with regard to transfer, job classification assignments and promotions when the job-relevant qualifications of employees are equal. 9.5 Senior qualified employees shall be given shift assignment preference after eighteen (18) months of continuous full-time employment. Once every six (6) months, senior qualified employees shall select an available shift by seniority. When it has been demonstrated that assignment to shifts by other than seniority is necessary for the good operation of the department, the Chief may assign an employee to other than their preferred shift. The employer shall demonstrate the need for the reassignment and shall be utilized on a limited basis. 9.6 One continuous vacation period shall be selected on the basis of seniority until 15 March of each calendar year. Page 7 ARTICLE 10. DISCIPLINE 10.1 The Employer will discipline employees for just cause only. Discipline will be in on or more of the following forms: a) oral reprimand; b) written reprimand; c) demotion; d) suspension with or without pay; or e) discharge 10.2 Suspensions, demotions, and discharges will be in written form. 10.3 Written reprimands, notices of suspension, and notices of discharge which are to become part of an employee's personnel file shall be read and acknowledged by signature of the employee. Employees and the Union will receive a copy of such reprimands and/or notices. 10.4 Employees may examine their own individual personnel files at reasonable times under the direct supervision of the Employer. 10.5 Employees will not be questioned concerning an investigation of disciplinary action unless the employee has been given an opportunity to request to have a Union representative present at such questioning. 10.6 Grievances relating to this Article may be initiated by the Union in Step 3 of the grievance procedure under Article VII within ten (10) calendar days after the employee receives the disciplinary action.. ARTICLE 11. CONSTITUTIONAL PROTECTION Employees shall have the rights granted to all citizens by the United States and Minnesota State Constitutions. ARTICLE 12. WORK SCHEDULES 12.1 The sole authority in establishing the work schedule is the Employer. 12.2 The normal year is two thousand and eighty hours (2080) to be accounted for by each employee through: a) hours worked on assigned shifts; b) holidays; c) assigned training; d) authorized leave time. Page 8 12.3 Service to the public may require the establishment of shifts for some employees on a daily, weekly, seasonal, or annual basis other than their normal workday. The Employer will give advance notice to the employees affected by the establishment of workdays different from the employee's normal workday. 12.4 Holidays and authorized leave time are to be calculated on the basis of the actual length of time of the assigned shifts. 12.5 In the event that work is required because of unusual circumstances such as (but not limited to) fire, flood, snow sleet, or breakdown of municipal equipment or facilities, no advance notice need be given. ARTICLE 13. OVERTIME 13.1 Employees will be compensated at one and one-half (1 1/2) times the employee's regular base pay rate for hours worked in excess of the employee's regularly scheduled shift. Employee requested changes of shifts do not qualify an employee an employee for overtime under this article. 13.2 Overtime will be distributed as equally as practicable. 13.3 For the purpose of computing overtime compensation, overtime hours worked shall not be pyramided, compounded, or paid twice for the same hours worked. 13.4 Overtime will be calculated to the nearest fifteen (15) minutes. 13.5 Employees have the obligation to work overtime or call backs if requested by the Employer unless unusual circumstances prevent the employee from so working. 13.6 Compensatory time may be granted in lieu of overtime pay, with the approval of the employee’s Department Head or designated supervisor. Compensatory time shall be at the rate of one and one-half (1-1/2) hours for every hour worked in excess of the employee’s regularly scheduled shift. An employee may earn and use no more than 120 hours of compensatory time during a calendar year but at no time may an employee bank more than 64 hours. The scheduled use of compensatory time is at the approval of the employee’s Department Head or designated supervisor. 13.7 Employees have the option to convert compensatory time to overtime pay in November of each year. Page 9 ARTICLE 14. HOLIDAYS 14.1 The employer recognizes the following 11 holidays: New Year’s Day January 1 President’s Day Third Monday in February Easter Sunday A Sunday in late March or early April Memorial Day Last Monday in May Fourth of July July 4 Labor Day First Monday in September Veteran’s Day November 11 Thanksgiving Day Fourth Thursday in November Christmas Eve December 24 Christmas Day December 25 New Year’s Eve December 31 * In 2012 Easter replaced Martin Luther King Jr. day as a recognized holiday. In 2015 a full day on Christmas Eve and New Year’s Eve (instead of half-days) replaces the day after Thanksgiving. 14.2 For the purposes of this Article and Article 14.3 the holiday commences at 0000 the day prior to the official day and terminates at 2359 the day of the holiday. 14.3 Full or Part-time employees who work on any of the eleven (11) holidays listed in 14.1 shall receive one and one half (1½ )times their regular rate of pay for all regularly scheduled shifts or partial shifts worked. 14.4 Employee shall receive eighty-eight (88) hours of holiday pay each year. Employees will have holidays calculated in the setting of their schedules. 14.5 An employee called into work on a holiday shall be paid for each hour actually worked at two (2) times the employee’s base rate of pay if they were not scheduled to work during that time. ARTICLE 15. COURT TIME/STANDBY PAY 15.1 An employee who is required to appear in court during their scheduled off duty time shall receive a minimum of two (2) hours pay at one and one-half (1½) times the employee's base pay rate. If the court appearance is during the employee's off duty time and the court appearance is canceled, the employee will be given a twenty-four (24) hour notice of cancellation. If notification of cancellation is not given in the twenty-four (24) hour time frame, the employee will receive two (2) hours pay at one and one-half (1½ ) times the employee's regular pay rate. An extension early report to a regularly scheduled shift for court appearance does not qualify the employee for the two (2) hour minimum. 15.2 Proper notification of court cancellation will consist of a court cancellation notice emailed to the employee’s City email address at least twenty-four (24) hours prior Page 10 to the assignment time. It will be the employee's responsibility to ascertain if they have received a cancellation notice. An employee who is required to appear in court during their scheduled off-duty time on the same day as that on which they complete an 1800-0600 shift shall be paid at the rate of two (2) times the employee's base pay rate. This shall apply only to employees working the 1800- 0600 shift as part of the regular assignment. ARTICLE 16. CALL BACK TIME An employee who is called to duty during their scheduled off-duty time shall receive a minimum of two (2) hours pay at one and one-half (1½) times the employee's base pay rate. An extension or early report to a regularly scheduled shift for duty does not qualify the employee for the two (2) hour minimum. ARTICLE 17. WORKING OUT OF CLASSIFICATION Employees assigned by the Employer to assume the responsibilities of a Special Assignment shall be paid additional pay in accordance with the Special Assignment Pay in Appendix A. ARTICLE 18. INSURANCE 18.1 The Employer will provide the same employer contribution as is given to all other City employees. Each year after the contribution is determined, the City will provide a Memo of Understanding to the Union stating the contribution amount. ARTICLE 19. VACATION 19.1 The following minimum vacation schedule shall apply to the full-time job classification covered by this Agreement: 0 - 5 years of service - 80 hours per year 6 - 10 years of service - 120 hours per year Over 10 years of service - 8 additional hours per year not to exceed 168 hours 19.2 Employees may reduce their vacation balance by cashing out a maximum of forty (40) hours of vacation per calendar year in November of each year. 19.3 Employees will be able to accrue a maximum of 480 hours of vacation leave. Once the maximum level of vacation is reached, additional leave will not be accrued until the balance falls below the maximum accrual level. Unused vacation leave up to the maximum balance of 480 hours will be paid to employees who leave in good standing upon termination of employment. The first year of employment, new employees will be allowed to carry a negative balance of vacation to a maximum of Page 11 -80 hours. 19.4 Excess Vacation Accrual Account (EVAA) Some employees hired prior to January 2013 have an EVAA that was set up to assist in the transition to the current accrual limits. Balances in EVAA accounts are reflected on the employee pay stubs and can be used in the following ways: □ Vacation or sick leave in one-hour increments. □ In November of each year, employees will have the option of cashing out up to 40 hours of vacation leave at their current base rate of pay. The City Manager may allow a higher number for all employees, based on City finances. □ Any remaining balance at termination will be cashed out at the current base rate of pay for employees who leave in good standing. ARTICLE 20. SICK LEAVE WITH PAY 20.1 Full-time employees shall accrue sick leave, with pay, at the rate of eight (8) hours per month. There is a maximum accumulation of 1920 hours. 20.2 Paid sick leave may be used as defined in the City’s personnel policies/Employee Handbook. 20.3 Regular full-time employees who have sick leave benefits and leave the City in good standing (as described in the Resignation and Retirement section of the Employee Handbook: General Employment Policies) after a minimum of five (5) years of full-time employment - or - who were employed by the City prior to January 1, 2017, shall receive a lump sum payment equal to 50% of their accrued and unused sick leave as of the date of separation. The maximum number of hours subject to this payment shall not exceed 960 hours, (i.e., 1,920 hours of accrued and unused sick leave x 50% = 960 hours). Sick leave will be cashed out at the employee’s base rate of pay at time of separation. The payment shall be made within 30 days of separation. ARTICLE 21. EMPLOYEE FITNESS INCENTIVE Eligibility for the employee fitness incentive shall be based upon the City of Edina's Police Fitness Program dated January 1, 1994. Employees eligible for the fitness incentive shall receive not more than $650.00 per year to be applied to the cost of dues or fees for membership or use of qualifying fitness facility or program. In no event shall the amount of the incentive paid exceed the actual cost of the dues, fees, or program costs. Eligible employees shall receive the fitness incentive in not more than two (2) payments to be issued within three (3) weeks after submission to the employer of evidence required by the Fitness Incentive Program. Page 12 ARTICLE 22. CONTROLLED SUBSTANCE AND ALCOHOL TESTING Members of the bargaining unit will be covered by the City’s Controlled Substance and Alcohol Testing (non-DOT) Policy. ARTICLE 23. WAIVER 23.1 Any and all prior agreements, resolutions, practices, policies, rules and regulations regarding terms and conditions of employment, to the extent inconsistent with the provisions of this Agreement, are hereby superseded. 23.2 The parties mutually acknowledge that during the negotiations which result in this Agreement, each had the unlimited right and opportunity to make demands and proposals with respect to any term or condition of employment not removed by law from bargaining. All agreements and understandings arrived at by the parties are set forth in writing in this Agreement for the stipulated duration of this Agreement. The Employer and the Union each voluntarily and unqualifiedly waivers the right to meet and negotiate regarding any and all terms and conditions. of employment referred to or covered by this Agreement, even though such terms or conditions may not have been within the knowledge or contemplation of either or both parties at the time this contract was negotiated or executed. Page 13 ARTICLE 24. DURATION This Agreement shall be effective January 1, 2021 except herein noted and shall remain in full force and effect until the thirty-first day of December 2022. In witness thereof, the parties hereto have executed this Agreement on this 3rd day of February 2021. For the City of Edina: For MNPEA: City Manager Business Agent Human Resources Director Steward Steward Page 14 APPENDIX A SALARY SCHEDULE 2021-2022 FULL-TIME 911 DISPATCHER 2021 2022 Start $ 28.84 $ 29.42 After 1 yr./ 13 months $ 29.99 $ 30.59 After 2 yrs./ 25 months $ 31.19 $ 31.82 After 3 yrs./ 36 months $ 32.44 $ 33.09 After 4 yrs./ 48 months $ 34.75 $ 35.45 After 5 yrs./ 60 months $ 36.14 $ 36.86 After 6 yrs./ 73 months $ 36.84 $ 37.58 After 9 yrs./ 109 months $ 37.19 $ 37.94 After 12 yrs./ 145 months $ 37.54 $ 38.30 PART-TIME 911 DISPATCHER 2021 2022 Start $ 28.84 $ 29.42 After 1 yr./ 13 months $ 29.99 $ 30.59 After 2 yrs./ 25 months $ 31.19 $ 31.82 After 3 yrs./ 36 months $ 32.44 $ 33.09 SPECIAL ASSIGNMENT PAY LEAD DISPATCHER: $2.00 $2.00 Added to the Lead Dispatcher’s base rate of pay for each hour worked. TRAINING PAY: $5.00 $5.00 Added to the Trainer's base rate of pay for each hour worked. WORKING ALONE PAY: $2.00 $2.00 Added to Dispatchers base rate of pay for each hour worked alone. Date: March 21, 2023 Agenda Item #: VI.O. To:Mayor and City Council Item Type: Report / Recommendation From:Kelly Curtin, Human Resources Director Item Activity: Subject:Approve 2023-2024 Union Contract for IAFF Local 1275 Firefighters Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve the 2023-2024 Union Contract for International Association for Firefighters (IAFF) Local 1275. INTRODUCTION: The attached tentative agreement has been negotiated in good faith by City and Union leadership, and the union has voted to approve this contract. The last step in the process is approval by the City Council. Substantive changes to this contract include: 4.25% Wage Increase for 2023 3% Wage Increase for 2024 Addition of Juneteenth as a paid holiday for employees working a 2,080 hour/year schedule Addition of a floating holiday for employees working a 2,904 hour/year schedule Increase in incentive pay for Special Operations Technician to incentivize participation Slight increase in education incentive pay for a bachelor's degree Minor clarifying or grammatical changes to current language Staff recommends approval of this contract. ATTACHMENTS: Description Tentative Agreement 2023-2024 City and IAFF1275 2021-2022 Edina Fire Contract Final Page 1 of 2 Tentative Agreement City of Edina and IAFF Local 1275: Firefighters January19, 2023 ARTICLE 19 VACATION 19.1 Employees shall accrue vacation with pay in accordance with the following schedules: Add: Employees working 2080 schedule will accrue vacation per the City handbook. Article 20 – Holidays 20.1 The following legal holidays will be observed as paid holidays: New Year’s Day …………… …….. January 1st Martin Luther King Day ……… …. 3rd Monday in January President’s Day ……………………. 3rd Monday in February Memorial Day ……………………… Last Monday in May Juneteenth………………………….. June 19th Independence Day …………………. July 4th Labor Day …………………………. 1st Monday in September Veteran’s Day ……………………… November 11th Thanksgiving Day …………………. 4th Thursday in November Day after Thanksgiving Day ………. 4th Friday in November Christmas Eve Day ………………… December 24th Christmas Day ……………………… December 25th 20.2 Employees working an eight (8) hour day the 2080 schedule shall receive the holidays in 20.1 with pay, provided, however, that Employees may be scheduled to work on paid holidays when the nature of their duties or other conditions so require. Employees scheduled to work on paid holidays shall receive an additional one and one half (1-1/2) times their regular rate of pay for the number of hours actually worked on the given holiday. Employees working the 2080 schedule will receive 8 hours of floating holiday leave. The floating holiday is paid only if used and cannot be cashed out. 20.3 - Employees working other than an eight (8) hour day the 2904 schedule shall receive neither pay nor time off for those holidays listed in 20.1. However, each member shall be given six (6) seven (7) floating holidays which they may schedule utilization of in the same manner as vacation. There shall be no carryover of unused accrual from year to year. Floating holidays earned during the calendar year but not used may be cashed out at the Employee's request up to a maximum of the six (6) seven (7) days granted per year. The cash out, if chosen, of these days shall be done twice during the year. After June I an Employee can cash out a maximum of three (3) floating holidays. In November, an Employee can cash out the remaining floating holidays. In June an employee can Page 2 of 2 cash out a maximum of three (3) floating holidays. In December an employee can cash out the remaining floating holidays. Wellness days are not eligible for cash out. APPENDIX A-1 Supplemental: Education incentive increase from $1,800 to $2,000 Special Operations Technician Incentive increase from $500 to $1,000 Working Out of Classification: Add Fire Inspector – When treated as a job assignment employee will receive the Fire Inspector pay. Duration and Wages Two-year duration Change hourly wage tables to salary wage tables 4.25% increase to all steps in 2023 3.0% increase to all steps in 2024 Retro 2023 increase to 1/1/2023 Memorandums of Understanding Resign MOUs Additional MOUs: FMO/FAO program Standby Officer Program – Change from $40 pay to two hours of employee’s base rate of pay Employer Citywide Benefit Conversion Rate: Clarify language to reflect the MOU applies to employees working the 2904 schedule. Language Clarifications Where in the contract it states, “Employees working a 40 hour work week” change to “Employees working approximately a 2080 schedule” and where the contract states “Other employees” change to “approximately a 2904 schedule” °RPORN 1889 MASTER LABOR AGREEMENT between THE CITY OF EDINA INTERNATIONAL ASSOCIATION OF FIREFIGHTERS LOCAL NO. 1275 JANUARY I, 2021 to DECEMBER 31, 2022 Master Labor Agreement: City of Edina and IAFF Local No. 1275 January 1, 2021 January 1, 2021- INDEX ARTICLE PAGE I PURPOSE OF AGREEMENT 3 2 RECOGNITION 3 3 DEFINITIONS 3 4 EMPLOYER SECURITY 4 5 EMPLOYER AUTHORITY 4 6 ASSOCIATION SECURITY 5 7 ASSOCIATION BUSINESS 5 8 EMPLOYEE RIGHTS-GRIEVANCE PROCEDURE 6 9 SAVINGS CLAUSE 8 I0 SENIORITY 8 II WORK SCHEDULES 9 12 OVERTIME PAY 9 13 CALL-BACK TIME I0 14 SHIFT EXCHANGE I0 15 DISCIPLINE 10 16 PROBATIONARY PERIOD II 17 SICK LEAVE WITH PAY II 18 WORKING OUT OF CLASSIFICATION II 19 VACATION I2 20 HOLIDAYS I3 21 UNIFORMS 14 22 FITNESS INCENTIVE 14 23 INSURANCE 15 24 WAIVER 15 25 LONGEVITY AND EDUCATIONAL INCENTIVE 15 26 PARAMEDIC CERTIFICATION INCENTIVE 16 27 SPECIALTIY CERTIFICATION INCENTIVE 16 28 INJURY IN LINE OF DUTY 16 29 FUNERAL LEAVE 17 30 SEVERANCE PAY 17 31 PROMOTIONAL OPPORTUNITIES 17 32 CONTROLLED SUBSTANCE AND ALCOHOL TESTING 18 33 DURATION 18 34 LICENSURE 18 APPENDIX A- I SALARY SCHEDULE 19 APPENDIX A-2 POLICY FOR A HEALTH CARE SAVINGS PLAN 22 Page 2 of 22 Master Labor Agreement: City of Edina and IAFF Local No. 1275 January 1, 2021 ARTICLE I PURPOSE OF AGREEMENT This Agreement is entered into between the City of Edina, hereinafter called Employer, and Local No. 1275, International Association of Firefighters, hereinafter called the Association. The intent and purpose of this Agreement is to: 1.1 Establish certain hours, wages and other conditions of employment; 1.2 Establish procedures for the resolution of disputes concerning this Agreement's interpretation and/or application; I .3 Place in written form the parties' full and complete Agreement upon the terms and conditions of employment specified and for the duration of this Agreement. ARTICLE 2 RECOGNITION The Employer recognizes the Association as the exclusive representative under Minnesota Statutes, Section I 79.71, Subd. 3 for the following job classifications; Firefighter Firefighter/Inspector Fire Captain Firefighter/Lieutenant Firefighter/Paramedic ARTICLE 3 DEFINITIONS 3.1 Association: The International Association of Firefighters, Local No. 1275. 3.2 Employer: The City of Edina. 3.3 Association Member: A member of the International Association of Firefighters, Local No. 1275. 3.4 Employee: A member of the formally recognized bargaining unit. 3.5 Base Pay Rate: The employee's biweekly pay rate, inclusive of the paramedic certification incentive (for inspectors and lieutenants), longevity or educational incentive. 3.6 Hourly Pay Rate: The Employee's pay rate calculated on an hourly basis as in Appendix A. 3.7 Work Week: The maximum hours worked per week shall be an average of 55.85 hours for 121 annual scheduled shifts, 56.31 hours for 122 annual scheduled shifts, and 56.76 for 123 annual scheduled shifts. 3.8 Overtime Pay: One and one-half times the Employee's base pay rate calculated on an hourly basis using the normal work week of the Employee in the computations. 3.9 Acting Officer: A temporary job assignment that is used as defined in Article 18 of this Page 3 of 22 Master Labor Agreement: City of Edina and IAFF Local No. 1275 January 1, 2021 document. 3.10 Promotion: Promotion is defined as the advancement of an Employee to a higher paying job classification or position and shall not include temporary assignments of personnel for training. 3.1 I Association Executive Board shall be made up of the current elected President, Vice President and Secretary/Treasurer. ARTICLE 4 EMPLOYER SECURITY 4.1 The Association agrees that during the life of the Agreement, it will not cause, encourage, participate in or support any strike, slow-down or other interruption of, or interference with, the normal functions of the Employer. 4.2 Any Employee who engages in a strike shall have their appointment or employment terminated by the Employer effective the date the violation first occurs. Such termination shall be effective upon written notice served upon the Employee by registered mail. 4.3 An Employee who is absent from any portion of their work assignment without permission, or who abstains wholly or in part from the full performance of their duties without permission from the Employer on the date or dates when a strike occurs is prima facie presumed to have engaged in a strike on such date or dates. 4.4 An Employee who knowingly strikes and whose employment has been terminated for such action may, subsequent to such violation, be appointed or reappointed or employed or re-employed, but the Employee shall be on probation for two years with respect to such employment status, tenure of employment of contract of employment, as the Employee may have theretofore been entitled. 4.5 No Employee shall be entitled to any daily pay, wages, or per diem for the days on which an Employee engaged in a strike. ARTICLE 5 EMPLOYER AUTHORITY 5.1 The Employer retains full and unrestricted right to operate and manage all staffing, facilities and equipment; to establish functions and programs; to set and amend budgets; to determine the utilization of technology; to establish and modify the organization structure; to select, direct and determine the number of personnel; to establish work schedules and to perform any inherent managerial function not specifically limited by this Agreement. 5.2 The rights and authority which the Employer has not officially abridged delegated or modified by this Agreement, are retained by the Employer. Page 4 of 22 Master Labor Agreement: City of Edina and IAFF Local No. 1275 January 1, 2021 ARTICLE 6 ASSOCIATION SECURITY 6.1 The Employer shall deduct from the wages of Employees who authorize such deduction in writing an amount necessary to cover monthly Association dues. Such monies shall be remitted as directed by the Association. 6.2 The Association shall designate Employees from the bargaining unit to act as President, Vice President, Secretary/Treasurer, and three (3) Shift Stewards. The Association shall inform the Employer in writing of such choices and any changes in President, Vice President, Secretary/Treasurer and Shift Stewards. 6.3 The Employer shall make space available on the Employee bulletin board for posting Association notice(s) and announcement(s). 6.4 The Association agrees to indemnify and hold the Employer harmless against any and all claims, suits, orders or judgments brought or issued against the City as a result of any action taken or not taken by the City under the provision of this Article. ARTICLE 7 ASSOCIATION BUSINESS 7.1 It is recognized and accepted by the Association and the Employer that the conduct of the Association business is limited to the job duties and responsibilities of the Employee and shall, therefore, be accomplished during normal working hours only when consistent with such Employee duties and responsibilities. The Employer shall permit a maximum of three (3) Association representatives a reasonable amount of time off with pay to conduct negotiations with the Employer when such negotiations are conducted during their normal working hours, provided that the Association has notified and received the approval of the designated supervisor who has determined that such absence is reasonable and would not be detrimental to the work program of the Employer. 7.2 The Employer agrees to permit the Association to hold a reasonable number of Association business meetings per year of no more than two (2) hours duration each in the City Fire Station, 6250 Tracy Avenue, provided the Association has notified and received approval of the designated supervisor who has determined that such meeting is at a reasonable time and would not be detrimental to the work program of the Employer. On-duty Employees will be permitted to attend said Association meetings provided such attendance is not detrimental to the work program of the Employer. The Association agrees that should an emergency arise, on-duty Employees and those off-duty Employees as may be designated by the officer in charge of the shift shall respond and carry out all duties assigned. 7.3 Officers, agents, representatives or members of the Association who are not Employees of the Fire Department shall have access to the premises of the City, at reasonable times, provided they notify the Fire Chief or the Chief's designee of their presence upon Page 5 of 22 Master Labor Agreement: City of Edina and IAFF Local No. 1275 January 1, 2021 arrival, and that their presence will not, in the opinion of the Chief or the Chief's designee, disrupt the orderly routine of the Department. ARTICLE 8 EMPLOYEE RIGHTS-GRIEVANCE PROCEDURE 8.1 DEFINITION OF A GRIEVANCE A grievance is defined as a dispute or disagreement as to the interpretation or application of the specific terms and conditions of this Agreement. 8.2 ASSOCIATION REPRESENTATIVES' The Employer will recognize Representatives designated by the Association as the grievance representatives of the bargaining unit having the duties and responsibilities established by this Article. The Association shall notify the Employer in writing of the names of such Association Representatives and of their successors when so designated. 8.3 PROCESSING OF A GRIEVANCE It is recognized and accepted by the Association and the Employer that the processing of grievances as hereinafter provided is limited by the job duties and responsibilities of the Employee and shall therefore be accomplished during normal working hours only when consistent with such Employee duties and responsibilities. The aggrieved Employee and Association Representative shall be allowed a reasonable amount of time without loss in pay when a grievance is investigated and presented to the Employer during normal working hours provided that the Employee and the Association Representative have notified and received approval of the designated supervisor who has determined that such absence is reasonable and would not be detrimental to the work programs of the Employer. 8.4 PROCEDURE Grievances, as defined by section 8.1, shall be resolved in conformance with the following procedure: Step I. An Employee claiming a violation concerning the interpretation or application of this AGREEMENT shall, within twenty-one (21) calendar days after such alleged violation has occurred, present such grievance to the Employer-designated representative on the shift during which time the alleged violation occurred. The Employer-designated representative will discuss and give an answer to such Step I grievance within ten (10) calendar days after receipt. A grievance not resolved in Step I and appealed to Step 2 shall be placed in writing setting forth the nature of the grievance, the facts on which it is based, the provision or provisions of the AGREEMENT allegedly violated, the remedy requested, and shall be appealed to Step 2 within ten (10) calendar days after the Employer-designated representative's final answer in Step I. Any grievance not appealed in writing to Step 2 by the Association within ten (10) calendar days shall be considered waived. Page 6 of 22 Master Labor Agreement: City of Edina and IAFF Local No. 1275 January 1, 2021 Step 2. If appealed, the written grievance shall be presented by the Association and discussed with the Employer-designated representative. The Employer-designated representative shall give the Association the Employer's Step 2 answer in writing within ten (10) calendar days after receipt of such Step 2 grievance. A grievance not resolved in Step 2 may be appealed to Step 3 within ten (10) calendar days following the Employer's final Step 2 answer. Any grievance not appealed in writing to Step 3 by the Association within ten (10) calendar days shall be considered waived. Step 3. If appealed, the written grievance shall be presented by the Association and discussed with the City Manager. The City Manager shall give the Association the Employer's answer in writing within ten (10) calendar days after receipt of such Step 3 grievance. A grievance not resolved in Step 3 may be appealed to Step 4 within ten (10) calendar days following the City Manager's final answer in Step 3. Any grievance not appealed in writing to Step 4 by the Association within ten (10) calendar days shall be considered waived. Step 4. A grievance unresolved in Step 3 and appealed to Step 4 shall be submitted to arbitration subject to the provisions of the Public Employment Labor Relations Act of 1971. The selection of an arbitrator shall be made in the following manner: Either the Employer or the Association shall request the Bureau of Mediation Services to submit a list of five (5) arbitrators. The Employer and the Association shall alternately strike names from the list until one name remains who shall be the arbitrator. The party entitled to strike the first name shall be determined by the toss of a fair coin. 8.5 A. The arbitrator shall have no right to amend, modify, nullify, ignore, add to, or subtract from the terms and conditions of this Agreement. The arbitrator shall consider and decide only the specific issue(s) submitted in writing by the Employer and the Association and shall have no authority to make a decision on any other issue not so submitted. B. The arbitrator shall be without power to make decisions contrary to, or inconsistent with, or modifying or varying in any way the application of laws, rules, or regulations having the force and effect of law. The arbitrator's decision shall be submitted in writing within thirty (30) days following the close of the hearing or the submission of briefs by the parties, whichever be later, unless the parties agree to an extension. The decision shall be binding on both the Employer and the Association and shall be based solely on the arbitrator's interpretation or application of the expressed terms of this Agreement and to the facts of the grievance presented. C. The fees and the expenses for the arbitrator's services and proceedings shall be borne equally by the Employer and the Association provided that each party shall be responsible for compensating its own representatives and witnesses. If either party desires a verbatim record of the proceedings, it may cause such a record to be made, providing it pays for the record. If both parties desire verbatim Page 7 of 22 Master Labor Agreement: City of Edina and IAFF Local No. 1275 January 1, 2021 record of the proceedings, the cost shall be shared equally. 8.6 WAIVER If a grievance is not presented within the time limits set forth above, it shall be considered waived. If a grievance is not appealed to the next step within the specified time limit or any agreed extension thereof, it shall be considered settled on the basis of the Employer's last answer. If the Employer does not answer a grievance or an appeal thereof within the specified time limits, the Association may elect to treat the grievance as denied at that step and immediately appeal the grievance to the next step. The time limit in each step may be extended by mutual written agreement of the Employer and the Association in each step. 8.7 CHOICE OF REMEDY If, as a result of the written Employer response in Step 3 the grievance remains unresolved, and if the grievance involves the suspension, demotion, or discharge of an Employee who has completed the required probationary period, the grievance may be appealed either to Step 4 of Article VIII or a procedure such as Veteran's Preference or Fair Employment. If appealed to any procedure other than Step 4 of Article VIII the grievance is not subject to the arbitration procedure as provided in Step 4 of Article VIII. The aggrieved Employee shall indicate, in writing, which procedure is to be utilized -Step 4 of Article VIII or another appeal procedure - and shall sign a statement of the effect that the choice of any other hearing precludes the aggrieved Employee from making a subsequent appeal through step 4 of Article VIII. ARTICLE 9 SAVINGS CLAUSE The Agreement is subject to law. In the event any provision of this Agreement shall be held to be contrary to law by a court of competent jurisdiction from whose final judgment or decree no appeal has been taken within the time provided, such provision shall be voided. All other provisions shall continue in full force and effect. The voided provision may be renegotiated at the written request of either party. ARTICLE 10 SENIORITY 10.1 Seniority shall be determined by the Employee's length of continuous employment with the Fire Department and posted in an appropriate location. Seniority rosters shall be maintained by the Employer on the basis of time in grade and time within specific classifications. 10.2 A reduction of the work force will be accomplished on the basis of seniority. No full-time firefighter (i.e. member of the Association) shall be laid off while any volunteer/paid on call firefighter remains on the roster except under Article XV of this Agreement. 10.3 Employees shall be recalled from lay off on the basis of seniority. An Employee on lay off shall have an opportunity to return to work within two years of the time of the lay off before any new Employee is hired. Recall notification shall be by registered mail with Page 8 of 22 Master Labor Agreement: City of Edina and IAFF Local No. 1275 January 1, 2021 Employee having two (2) weeks to return to work to retain seniority rights. 10.4 Vacation periods shall be selected on the basis of seniority until December I' of each year. 10.5 Senior qualified shift Employees shall be given shift preference after eighteen (18) months of continuous full-time employment with the department. Shift preference shall start by October 1" and be completed no later than October 15th of each year. 10.6 Employee on lay off shall be responsible to maintain any required certifications and/or licenses (National Registry, Fire Inspector, etc.) necessary for the entry level of said position when laid off, any expenses incurred while laid off shall be the individual's responsibility. ARTICLE I I WORK SCHEDULES 11.1 The sole authority in establishing work schedules is the Employer. The Employer agrees to give the Affected Employee fifteen (15) calendar days' notice of non-emergency changes in the work schedule which affects one (I) or more Employees of the department. The Employer reserves the right to make emergency changes in the work schedule as may be necessary without prior notice to the Affected Employee. The fifteen (15) day notice requirement does not apply to Employees moved to light-duty or offered a work accommodation. 11.2 An emergency change is defined as an increased service demand as a result of unforeseen events, such as pandemic, natural or man-made disaster, or task force deployment. 11.3 In the event an employee is attending a department required or sanctioned training even (SWAT, SOT, MN-TF1, FFI, FFII, and the like), the hours that employee is away from shift duty will not be counted towards shift minimums. Time off relating to this article must be submitted at least fifteen (15) calendar days prior to the requested date. ARTICLE 12 OVERTIME PAY 12.1 Hours worked in excess of what is the normal work day (except for shift changes), as established by the Employer in the Employee's work schedule, shall be considered overtime and shall be compensated for at the overtime rate as defined in Article III. 12.2 Payments shall be made to the nearest quarter hour. 12.3 Overtime shall be restricted to necessary work authorized by the Employee's authorized supervisor. 12.4 Employees have the obligation to work overtime if requested by the Employer unless unusual circumstances prevent the Employee from so working. Page 9 of 22 Master Labor Agreement: City of Edina and IAFF Local No. 1275 January 1, 2021 ARTICLE 13 CALL-BACK TIME 13.1 An Employee who is called to duty during his scheduled off-duty time shall receive a minimum of two (2) hours pay at his overtime rate defined in Article III. 13.2 If an Employee is called to duty between the hours of 2200 to 0800, they shall receive a minimum of three (3) hours pay at his overtime rate as defined in ARTICLE III. 13.3 Payments for time beyond the minimum designated 13.1 and 13.2 shall be to the nearest quarter hour. 13.4 Employees have the obligation to answer call-backs if requested by the Employer unless unusual circumstances prevent the Employee from so answering. 13.5 No Employee receiving overtime pay under this Article shall be paid more than once for the same hours worked. No compounding of overtime pay will be allowed under this Article. 13.6 If an employee is held past their scheduled end time for purposes of maintaining minimum staff levels at station two, when the Fire Department was given a minimum of one (I) hour of notice of the short staffing situation, the shift supervisor must notify the replacement within 45 minutes of the start of the shift or the held-over employee shall receive a minimum of one hour of pay at their overtime rate as defined in Article 3. ARTICLE 14 SHIFT EXCHANGE 14.1 Employees may exchange duty shifts with another Employee provided that such exchange does not subject the Employer to liability for additional overtime compensation by virtue of such trading of duty shifts. 14.2 Employees may exchange shifts only with the specific approval of the Employer and under the conditions established by the Employer. 14.3 All shift exchanges that are made and approved must be made up within twelve (12) months from the date on which the exchange is made. ARTICLE 15 DISCIPLINE 15.1 Nothing in the Agreement shall abridge the Employer's right to discipline for just cause, such discipline being subject to the grievance procedure. 15.2 Discipline will be in one or more of the following forms: a) oral reprimand d) demotion b) written reprimand e) discharge c) suspension Page 10 of 22 Master Labor Agreement: City of Edina and IAFF Local No. 1275 January 1, 2021 ARTICLE 16 PROBATIONARY PERIOD 16.1 All newly hired Employees will serve a one (I) year probationary period. At any time during the probationary period, a newly hired Employee may be terminated at the sole discretion of the Employer. 16.2 The probationary period shall also apply to all promotions and reclassifications within the Fire Department. If, during the promotional probationary period, the Employee does not meet the Employer's standards of performance, the Employee shall be demoted to his previous classification at the sole discretion of the Employer. ARTICLE 17 SICK LEAVE WITH PAY 17.1 Employees working a forty (40) hour work week shall accrue sick leave, with pay, at the rate of 3.69 hours per bi-weekly pay period with a maximum accumulation of 960 hours. Other Employees shall accrue sick leave, with pay, at the rate of 7.38 hours per bi-weekly pay period with a maximum accumulation of 2,880 hours. 17.2 Paid sick leave may be used as defined in the City's Personnel Policies/Employee Handbook. I7.3 See Appendix A-2 for payment of unused sick leave. ARTICLE 18 WORKING OUT OF CLASSIFICATION Any Employee required by the Employer to perform the duties and assume the authority of a higher position or rank shall receive compensation in accordance with this article and Appendix A-I. Assignment to a higher position or rank is at the sole discretion of a chief officer. 18.1 Any Employee required by the Employer to perform the duties and assume the responsibility of Inspector or shift officer for less than four (4) hours per shift shall not receive any additional compensation. Employees required by the Employer to perform the duties and accept the authority of Inspector, or shift officer for more than four (4) hours per shift shall receive compensation as provided for in Appendix A-I. Employees so assigned for more than four (4) hours per shift will be paid retroactively for the primary four hours. 18.2 Any Employee required by the Employer to perform the duties and assume the responsibility of a field training officer (FTO) shall receive compensation as provided for in Appendix A-1 while performing the duties of a field training officer. Page 11 of 22 Master Labor Agreement: City of Edina and IAFF Local No. 1275 January 1, 2021 ARTICLE 19 VACATION 19.1 Employees shall accrue vacation with pay in accordance with the following schedule: 5 years or less Commencing with the 6th year thru the 10th year of service Commencing with the 11 th year thru the 15th year of service Commencing with the 16th year of service Commencing with the 21" year of service Employees Scheduled For 40 Hours Per Week 3.08 hours/pay period 4.92 hours/pay period 5.54 hours/pay period 6.46 hours/pay period 6.76 hours/pay period Employees Working Other Schedules 5.08 hours/pay period 7.85 hours/pay period 8.77 hours/pay period 10.15 hours/pay period 11.08 hours/pay period 19.2 Employees will be able to accrue a maximum of 480 hours of vacation leave for 40 hour per week employees, and 672 hours of vacation leave for employees working other schedules. Once the maximum level of vacation is reached, additional leave will not be accrued until the balance falls below the maximum accrual level. Unused vacation leave up to the maximum balance of 480/672 hours will be paid to employees who leave in good standing upon termination of employment. The first year of employment, new employees will be allowed to carry a balance of vacation to a maximum of -80 hours. 19.3 Excess Vacation Accrual Account (EVAA) Some employees hired prior to January 2013 have an EVAA that was set up to assist in the transition to the current accrual limits. Balances in EVAA accounts are reflected on employee pay stubs and can be used in the following ways: q Vacation or sick leave in one-hour increments. q In November of each year, employees will have the option of cashing out up to 40 hours (x1.4 for employees working other shifts) of vacation leave (EVAA) at their current base rate of pay. The City Manager may allow a higher number for all employees, based on City finances. q Any remaining balance at termination will be cashed out at the current base rate of pay for employees who leave in good standing. 19.4 Vacation Cash Out. In addition to EVAA, vacation earned during the calendar year but not used may be cashed out at the Employee's request on a pro-rata basis at the Employee's base pay rate. Not more than twelve (12) days per calendar year shall be cashed out for Employees scheduled for 40 hours per week and not more than seven Page 12 of 22 Master Labor Agreement: City of Edina and IAFF Local No, 1275 January 1, 2021 (7) days per calendar year shall be cashed out for Employees working other shifts. Such cash out shall occur within in November of each year. ARTICLE 20 HOLIDAYS 20.1 The Employer recognizes the following as paid holidays: New Year's Day Martin L. King Day Presidents Day Memorial Day Independence Day Labor Day Veteran's Day Thanksgiving Day Post-Thanksgiving Day Christmas Eve Christmas Day January 1 Third Monday in January Third Monday in February Last Monday in May July 4th. First Monday in September November II Fourth Thursday in November Friday immediately after Thanksgiving Day December 24 December 25 Floating Holiday* *Refer to Floating Holiday Guidelines in Employee Handbook To receive paid holiday leave, an employee must be at work or on paid leave the scheduled days or shifts immediately preceding and following the City Holiday. When New Year's Day, Independence Day, Veteran's Day, or Christmas Day fall on Saturday, the preceding Friday is the paid holiday, and should these days fall on Sunday, the following Monday shall be the paid holiday. If Christmas Eve falls on a Friday, Saturday, or Sunday, Regular Full-Time and Regular Part-Time employees will receive an additional 8-hour floating holiday in lieu of the Christmas Eve holiday that year. 20.2 Employees working an eight (8) hour day shall receive the holidays in 20.1 with pay, provided, however, that Employees may be scheduled to work on paid holidays when the nature of their duties or other conditions so require. Employees scheduled to work on paid holidays shall receive an additional one and one half (1-1/2) times their regular rate of pay for the number of hours actually worked on the given holiday. 20.3 Employees working other than an eight (8) hour day shall receive neither pay nor time off for those holidays listed in 20.1. However, each member shall be given six (6) floating holidays which they may schedule utilization of in the same manner as vacation. There shall be no carryover of unused accrual from year to year. Floating holidays earned during the calendar year but not used may be cashed out at the Employee's request up to a maximum of the six (6) days granted per year. The cash out, if chosen, of these days shall be done twice during the year. After June I an Employee can cash out a maximum of three (3) floating holidays. In November, an Employee can cash out the remaining floating holidays. Floating holidays: Employees who are not actively employed with the City twelve (12) months in any calendar year (new hires, leaving employment with less than twelve (12) months in the calendar year, leave of absence) shall be granted their floating holidays in accordance with pro-rated ratio of one day for every 2.0 months of service, or portion thereof. Page 13 of 22 Master Labor Agreement: City of Edina and IAFF Local No. 1275 January 1, 2021 20.4 The Employer, in its discretion, may grant a holiday to individual Employees for the celebration of certain religious Holy Days observed by their particular faith. 20.5 Those Employees assigned to shifts who are not scheduled or assigned to work on the following days but are called back shall receive an additional half (1 /2) time pay over the one and a half (I 1/2) times for overtime for those hours actually worked on the following days: January I Third Monday in January Third Monday in February Friday immediately preceding Easter Easter Sunday Last Monday in May July 4 First Monday in September November II Fourth Thursday in November Friday immediately after the fourth Thursday in November December 24 after 1200 December 25 December 31 after 1200 For the purpose of this 20.5, the holiday is from 0001 to 2400 of the day of the holiday. 20.6 Those individuals who are scheduled to work between midnight and midnight on January I, Memorial Day, July 4, Labor Day, Thanksgiving Day, and December 25 shall receive an additional one-half time pay for those hours actually worked. ARTICLE 21 UNIFORMS Uniform items will be provided and replaced as determined by the Employer. A list of those uniform items that are authorized for use shall be kept by the staff officer designated by the Fire Chief to be responsible for uniform items. Authorization for new or replacement uniform items rests exclusively with the Employer. ARTICLE 22 FITNESS INCENTIVE Employees eligible for the fitness incentive shall receive not more than $680 per year to be applied to the cost of dues or fees for membership or use of a qualifying fitness facility or program. In no event shall the amount of the incentive paid exceed the actual cost of the dues, fees or program costs. Eligible Employees shall receive the fitness incentive in not more than two payments to be issued within three weeks after submission, with appropriate documentation, to the Employer. Page 14 of 22 Master Labor Agreement: City of Edina and IAFF Local No. 1275 January 1, 2021 ARTICLE 23 INSURANCE 23.1 The Employer will provide the same increase in EMPLOYER contribution as is given to all other City employees. Each year after the contribution is determined; the City will provide a Memo of Understanding to the Union stating the contribution amount. 23.2 The Employer agrees to provide a $70,000.00 accidental death and dismemberment insurance policy, the cost of which is to be shared in the following manner: Employee shall pay $10.00 per year. The Employer shall pay the remaining cost of the premium. ARTICLE 24 WAIVER 24.1 Any and all prior Agreements, resolutions, practices, policies, rules, and any regulations regarding terms and conditions of employment, to the extent inconsistent with the provisions of this Agreement, are hereby superseded. 24.2 The parties mutually acknowledge that during the negotiations which resulted in this Agreement, each had the unlimited right and opportunity to make demands and proposals with respect to any term or condition of employment not removed by law from bargaining. All Agreements and understandings arrived at by the parties are set forth in writing in this Agreement for the stipulated duration of this Agreement. The Employer and the Association each voluntarily and unqualifiedly waives the right to meet and negotiate regarding any and all terms and conditions of employment referred to or covered in this Agreement or with respect to any term or condition of employment not specifically referred to or covered by this Agreement, even though such terms or conditions may not have been within the knowledge or contemplation of either or both of the parties at the time this contract was negotiated or executed. ARTICLE 25 LONGEVITY AND EDUCATIONAL INCENTIVE 25.1 Eligible Employees shall receive bi-weekly longevity payment, calculated based on the employee's current step (Job Classification and Year) in Appendix A-I according to the following schedule: From the end of the 5th year to the end of the 9th year 4% From the end of the 9th year to the end of the 13th year 5% From the end of the 13th year to the end of the 17th year 6% From the end of the 17th year on 7% *Fire Captains are not eligible for longevity 25.2 All Employees shall be eligible for participation in the City's Tuition Reimbursement program as defined in the Employee Development section of the City of Edina Employee Handbook. 25.3 An Employee will receive an additional payment as identified in Appendix A-1, upon Page 15 of 22 Master Labor Agreement: City of Edina and IAFF Local No. 1275 January 1, 2021 successful completion of a fire services technology AAS Degree or a bachelor's degree from an institution or equivalent program approved by the Fire Chief. ARTICLE 26 PARAMEDIC CERTIFICATION INCENTIVE Any Employee who is permanently assigned to a position other than firefighter/paramedic shall receive paramedic certification pay in accordance with Appendix A provided that the Employee maintains in full force and effect the same paramedic certification required by the Employer for Employees assigned as firefighters/paramedics. ARTICLE 27 SPECIALTY CERTIFICATION INCENTIVE Any Employee who is assigned to function as a Special Operations Technician with the City of Edina SOT and MNTF I shall receive specialty certification pay in accordance with Appendix A, provided that the Employee maintains in full force and effect the same specialty certification required for appointment and maintains a rostered position on the team. ARTICLE 28 INJURY IN LINE OF DUTY 28.1 Employees injured while on duty shall be paid the difference between the Employee's regular rate of pay and any Workers' Compensation benefits for a period not to exceed ninety (90) calendar days. The Employee has the option to endorse their Workers' Compensation check to the City, however they are not required to do so. In the case that the compensation is endorsed to the City, it will be reimbursed to the Employee at full regular pay on the employee's paycheck. Such time shall not be charged against the Employee's sick or vacation leave. 28.2 Such injury-on-duty pay shall be granted only to Employees certified by the Workers' Compensation carrier as being incapacitated as a result of injury incurred through no misconduct of their own while on the actual performance of City assigned duties and only during the period they remain so certified. 28.3 The City Manager shall have the discretion to require an injured Employee to submit to a medical examination by competent medical authority approved by the City to determine if the Employee is capable and qualified to return to any assigned City duties commensurate with their capabilities. 28.4 To qualify for such compensation an Employee shall comply with all requirements of the Minnesota Workers' Compensation Act, Page 16 of 22 Master Labor Agreement: City of Edina and IAFF Local No. 1275 January 1, 2021 ARTICLE 29 FUNERAL LEAVE Paid leave (sick, vacation, etc.) may be used for funeral leave as defined in the City's personnel policies/Employee Handbook. ARTICLE 30 SEVERANCE PAY 30.1 Regular full-time employees who have sick leave benefits and leave the City in good standing (as described in the Resignation and Retirement section of the Employee Handbook: General Employment Policies) after a minimum of five (5) years of full-time employment — or — who were employed by the City prior to January 1, 2016 and leave in good standing, shall receive a lump sum payment equal to 50% of their accrued and unused sick leave as of the date of separation. The maximum number of hours subject to this payment shall not exceed 960 hours, (i.e., 1,920 hours of accrued and unused sick leave x 50% = 960 hours). Payment for employees working other than 40-hour schedules shall not exceed 1,440 hours (2,880 hours of accrued and unused sick leave x 50%). Sick leave will be cashed out at the employee's base rate of pay at time of separation. The payment shall be made within 30 days of separation. 30.2 Grandfathered Severance Program. Employees hired prior to May I, 2011 had the option to opt-out of the severance program described above and remain in the Grandfathered Severance Program. Those employees who opted out have paperwork on file with Human Resources. Those employees who chose to opt-out follow this program instead of the above program: Employees who leave employment in good standing with the City, upon completion of at least 15 years continuous employment with the City, or who become totally and permanently disabled as determined by PERA under PERA rules, or who are permanently laid off shall receive a maximum of 6 weeks' pay to be issued upon such termination. A person may only receive such payment once from the City. 30.3 In order to resign in good standing, an employee must provide their supervisor and Human Resources with a written resignation stating the last date of work and reason for leaving at least 14 calendar days prior to the resignation date. The City may accept lesser notice if, in the City's determination, the I4-calendar day notice cannot be reasonably given. In order to leave in in good standing an employee must also return all City property and cooperate with requests for work-related information. ARTICLE 31 PROMOTIONAL OPPORTUNITIES Promotions shall be based on job relevant qualifications. Seniority shall be the determining criterion for promotions when the job relevant qualifications between qualified Employees are equal. Page 17 of 22 Master Labor Agreement: City of Edina and IAFF Local No. 1275 January 1, 2021 ARTICLE 32 CONTROLLED SUBSTANCE AND ALCOHOL TESTING Members of the bargaining unit will be covered by the City's Controlled Substance and Alcohol Testing (non-DOT) Policy. ARTICLE 33 DURATION This Agreement shall be effective as of the first day of January 2021 and shall remain in full force and effect until the 3Ist day of December 2022. It shall be automatically renewed from year to year thereafter unless either party shall notify the other in writing of its intent to terminate. ARTICLE 34 LICENSURE The City will pay the license fee for all employees covered by this contract. In witness whereof, the parties hereto have executed this Agreement on May 19, 2021. For the CITY OF EDINA: For the INTERNATIONAL ASSOCIATION OF FIREFIGHTERS LOCAL NO. 1275 Sco t V dnais, President Scott Neal, City Manager David Ehmiller, Treasurer Travis Jacobs Page 18 of 22 Master Labor Agreement: City of Edina and IAFF Local No. 1275 January 1, 2021 APPENDIX A-1 SALARY SCHEDULE Fire Captain 2021 2022 2,080 Hourly 2,904 Hourly 2,080 Hourly 2,904 Hourly Start (Yr I) $40.9786 $29.3518 Start (Yr I) $41.7992 $29.9388 After Year I (Yr 2) $43.7369 $31.3273 After Year I (Yr 2) $44.6125 $31.9538 After Year 2 (Yr 3) $46.4060 $33.2391 After Year 2 (Yr 3) $47.3350 $33.9039 After Year 3 (Yr 4) $49.1196 $35.1828 After Year 3 (Yr 4) $50.1030 $35.8865 After Year 4 (Yr 5) $51.8333 $37.1265 After Year 4 (Yr 5) $52.8710 $37.8690 After Year 5 (Yr 6) $54.5470 $39.0703 After Year 5 (Yr 6) $55.6391 $39.8517 FirefigiiteriLioutenant 2021 2022 2,080 Hourly 2,904 Hourly 2,080 Hourly 2,904 Hourly Start (Yr I) $36.5406 $26.1723 Start (Yr I) $41.1437 $28.7549 After Year I (Yr 2) $39.359 I $28.1911 After Year I (Yr 2) $44.2093 $29.4693 After Year 2 (Yr 3) $40.3370 $28.8915 After Year 2 (Yr 3) $45.6908 $31.6651 After Year 3 (Yr 4) $43.3425 $31.0442 After Year 3 (Yr 4) $45.9108 $32.7262 After Year 4 (Yr 5) $44.7949 $32.0845 After Year 4 (Yr 5) $46.3802 $32.8838 After Year 5 (Yr 6) $45.0106 $32.2390 After Year 5 (Yr 6) $46.8496 $33.2200 After Year 6 (Yr 7) $45.4708 $32.5686 After Year 6 (Yr 7) $45.8961 $33.5562 After Year 7 (Yr 8) $45.9309 $32.8982 Firefighter/Inspector 2021 2022 2,080 Hourly 2,904 Hourly 2,080 Hourly 2,904 Hourly Start (Yr I) $35.6346 $25.5234 Start (Yr I) $40.9090 $28.1666 After Year I (Yr 2) $38.5538 $27.6143 After Year I (Yr 2) $43.3146 $29.3012 After Year 2 (Yr 3) $40.1069 $28.7267 After Year 2 (Yr 3) $44.7667 $31.0242 After Year 3 (Yr 4) $42.4653 $30.4159 After Year 3 (Yr 4) $44.9867 $32.0643 After Year 4 (Yr 5) $43.8889 $31.4356 After Year 4 (Yr 5) $45.4414 $32.2219 After Year 5 (Yr 6) $44.1046 $31.5901 After Year 5 (Yr 6) $45.8961 $32.5476 After Year 6 (Yr 7) $44.5504 $31.9094 After Year 6 (Yr 7) $45.8961 $32.8733 After Year 7 (Yr 8) $44.9962 $32.2287 Page 19 of 22 Master Labor Agreement: City of Edina and IAFF Local No. 1275 January 1, 2021 Firefi, hter/Pararnodic 2021 2022 2,080 Hourly 2,904 Hourly 2,080 Hourly 2,904 Hourly Start (Yr I) $319521 $24.3183 Start (Yr I) $40.1 170 $27.5993 After Year I (Yr 2) $37.7773 $27.0581 After Year I (Yr 2) $43.3146 $28.7339 After Year 2 (Yr 3) $39.3304 $28.1705 After Year 2 (Yr 3) $44.7667 $31.0242 After Year 3 (Yr 4) $42.4653 $30.4159 After Year 3 (Yr 4) $44.9867 $32.0643 After. Year 4 (Yr 5) $43.8889 $31.4356 After Year 4 (Yr 5) $45.4414 $32.2219 After Year 5 (Yr 6) $44.1046 $31.5901 After Year 5 (Yr 6) $45.8961 $32.5476 After Year 6 (Yr 7) $44.5504 $31.9094 After Year 6 (Yr 7) $45.8961 $32.8733 After Year 7 (Yr 8) $44.9962 $32.2287 ire 2022 2021 2,080 Hourly 2,904 Hourly 2,080 Hourly 2,904 Hourly Start (Yr I) $28.1712 $20.1777 Start (Yr I) $28.7346 $20.5813 After Year I (Yr 2) $32.9886 $23.6282 After Year 1 (Yr 2) $33.6484 $24.1008 After Year 2 (Yr 3) $34.4698 $24.6891 After Year 2 (Yr 3) $35.1592 $25.1829 After Year 3 (Yr 4) $37.4609 $26.8315 After Year 3 (Yr 4) $38.2101 $27.3681 After Year 4 (Yr 5) $37.6478 $26.9654 After Year 4 (Yr 5) $38.4008 $27.5047 After Year 5 (Yr 6) $37.8348 $27.0993 After Year 5 (Yr 6) $38.5915 $27.6413 Supplemental: Paramedic Certification Pay for Lieutenants, Inspectors, and Captains is $1800.00 ($0.87 per hour for 40-hour per week employees and $0.62 per hour for other schedules). Supplemental: Education incentive under 25.3 for all Job Classifications is $1800.00 ($0.87 per hour for 40-hour per week employees and $0.62 per hour for other schedules). Supplemental: Specialty Certification Pay for assignment as a Special Operations Technician (SOT) is $500/year ($0.24 per hour for 40-hour per week employees and $0.17 per hour for other schedules) in addition to the Employee's hourly pay rate. Promotion to Fire Captain: Individuals promoted to Fire Captain will receive a pay adjustment to the closest step in the Fire Captain pay plan that exceeds five percent (5%) of the employee's current base pay rate including longevity but excluding paramedic and supplemental pay. Page 20 of 22 Master Labor Agreement: City of Edina and IAFF Local No. 1275 January 1, 2021 1 22nd/ 1 23rd Day: Employees who work a 122" or 123rd shift will be paid for the hours worked on the extra shift during the last pay period of the year in which the respective shift is worked. Working Out of Classification: D Acting Shift Officer - $3.50 per hour in addition to the employee's hourly pay rate. > FTO - $3.50 per hour in addition to the employee's hourly pay rate. Advanced Resignation Notice: The City will provide the following one-time payment for advance notice: • Ninety (90) Days' Notice: $1,000 • One Hundred and Twenty Days' Notice: $1,500 Payment will be made on or after the employment termination date. Payment is subject to taxation and required deductions. Page 21 of 22 Master Labor Agreement: City of Edina and IAFF Local No. 1275 January 1, 2021 APPENDIX A-2 POLICY FOR A HEALTH CARE SAVINGS PLAN Statement of Purpose The Health Care Savings Plan (HCSP) is a program that allows City of Edina regular full-time employees to set aside their severance benefit into an account to pay medical expenses and/or health insurance premiums after they are no longer employed by the City. Employees can choose between investment options provided by the plan administrator. Assets in the account accumulate tax-free and, since payouts are used for qualified medical expenses, they remain tax- free. This Policy amends the Policy for payment of unused sick leave adopted September 7, 1999. Eligibility Effective April I, 2003, this program applies to all regular full time non-union employees. Employees covered by a collective bargaining agreement are not eligible unless this policy is included as a provision in their collective bargaining agreement. The City of Edina and IAFF 1275 agree that members of the Firefighter Bargaining Unit will participate in the City's Healthcare Savings Plan outlined as follows: Program Severance payments upon termination of employment will be used to fund the HCSP. • Employees with less than five years of service do not participate in the HCSP. • For all employees with more than five years of service participation in the HCSP is mandatory. • Employees eligible to receive a payment for unused sick leave at termination of employment must contribute the entire sick leave portion of their severance to the HCSP account up to a maximum of 960 hours. • Employees eligible to receive six weeks' severance pay at termination instead of payment for sick leave must contribute the entire six weeks' severance payment to their HCSP account. Plan Administration Information The HCSP is administered by Minnesota State Retirement System (MSRS). Information regarding MSRS and the administration of the plan is available at: http://vvww.msrs.state.nin.us/hcsp/indes.htmls\ Page 22 of 22 MEMORANDUM OF UNDERSTANDING CITY OF EDINA & IAFF LOCAL 1275 2021 EMPLOYER CONTRIBUTION TO INSURANCE I. Effective January I, 2021, the City will provide the following monthly contribution to the costs of benefits based on the medical insurance plan election as shown below: Monthly City Contzibution Tows Benefits .391ty), Sing% + nor Spo u&-.1 Fa mil, Co-Pay Centribution rgra1dfatereb only) Opt Out Contribution Ext. PT Co-mit:titian 130 if an) $1,015:00 $1,665.00 $2,015.00 $825.00. $279.00 $792.50 2021 EMPLOYER CITYWIDE BENEFIT CONVERSION RATE 2. The Employer will convert paid parental leave and the annual wellness incentive day by multiplying the Citywide benefit accrual by a multiplier of 1.4. 3. This MOU will remain into effect until December 31, 2021. For the City: For the Union: Kelly Curtin HR irector SC-OteVadnais, President 7- 1 - 7-- (9/ Date Signed: Date Signed: MEMORANDUM OF UNDERSTANDING City of Edina and Local 1275 Firefighter Pay The parties agree that, in the event that the City determines to utilize the pay plan for Firefighters listed in Appendix A- I, the City will notify the Association of this intent. Upon this notification, the Association may request and the parties agree to meet and negotiate on the limited issue of the years and amounts listed on the Appendix A-1 pay plan applicable to Firefighters. For the Union: For the City: Scott Vadnais Kelly Curtin Union President HR Director For the Union: For the City: Scott Vadnais Union President Kelly Curtin HR Director MEMORANDUM OF UNDERSTANDING City of Edina and Local 1275 Interim Task Force Administrator- Minnesota Task Force One I. Effective January I, 2021. Pete Knaeble (Employee) will be working out of classification serving as Task Force Administrator under the Joint Powers Agreement (JPA) for Minnesota Task Force One (MN-TF1). 2. Effective January 1, 2021, Pete will receive an annual salary of $1 13,457.67 3. Effective January 1, 2022 Pete will receive an annual salary of $115,726.82 4. Employee will be eligible for overtime as stated in the union contract. 5. Employee will continue to be represented by Local 1275 with no change to dues or benefits offered in the contract, including incentive pays, longevity, and cell phone reimbursement. 6. Employee will perform the Essential Duties and Responsibilities as stated in the Task Force Administrator job description as their primary role. 7. Employee may also perform the Essential Duties and Responsibilities as stated in the Paramedic Firefighter job description. 8. This agreement will end at the end on December 31, 2022 or when either party issues a written notice to terminate the MOU and Employee will return to previous position of Firefighter/Paramedic. Kelly Curti HR Director MEMORANDUM OF UNDERSTANDING City of Edina and Local 1275 Temporary Incentive Pay: Plan Review The parties agree for the duration on the 2021-2022 union contract, that an Inspector temporarily assigned to and performing Plan Review will receive $1,800 ($0.87 per hour for 40 hour per week employees) for the period of this temporary assignment. This incentive is limited to one individual assigned to Plan Review. For the Union: For the City: Scott Vadnais Union President Date: March 21, 2023 Agenda Item #: VI.P. To:Mayor and City Council Item Type: Report / Recommendation From:Sharon Allison, City Clerk Item Activity: Subject:Approve Temporary Intoxicating On-Sale Liquor License for Junior League of Minneapolis, Inc. Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Temporary Intoxicating On-Sale Liquor License for the Junior League of Minneapolis, Inc. INTRODUCTION: The Junior League of Minneapolis, Inc., 4500 Park Glen Road, St. Louis P ark, applied for a Temporary On- Sale Intoxicating Liquor License for their Spring Sip & Savor signature fundraiser at Warners' Stellian Edina, 3533 W. 70th St. The event is May 6, 7:00 - 10:00 p.m. The event will be held on-site in designated areas. The applicant is eligible for the license and has submitted plans to meet the special requirements for a temporary license under City Code. There have been no problems with prior temporary licenses at this facility. The Edina Police Department has been hired as security for this event. Date: March 21, 2023 Agenda Item #: VI.Q. To:Mayor and City Council Item Type: Report / Recommendation From:Sharon Allison, City Clerk Item Activity: Subject:Approve Peoples Organic and El Camino Taco Deli Liquor License Renewals Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve 2023 liquor license renewals for P eoples Organic Coffee Bakery Cafes Inc., dba Peoples Organic and El Camino Taco Deli LLC, dba El Camino Taco Deli. INTRODUCTION: These are the last two remaining liquor license renewals. The renewed licenses are effective April 1, 2023, to March 31, 2024. The applicants are eligible to renew the licenses, and Lt. Conboy supports a positive recommendation. ATTACHMENTS: Description Lt. Conboy Recommendation City of Edina • 4801 W. 50th St. • Edina, MN 55424 Police Department Phone 952-826-1610 • Fax 952-826-1607 • www.EdinaMN.gov Date: 03-21-2023 To: Sharon Allison cc: Chief Todd Milburn From: Lt. Dan Conboy Subject: Liquor License Renewals Background checks have been completed for Peoples Organic and El Camino Taco Deli liquor license renewal applications. The liquor licenses held by both restaurants expires March 31, 2023. Peoples Organic applied to renew their On-Sale Wine and On-Sale 3.2 percent malt liquor licenses, and El Camino Taco Deli applied to renew their On-Sale 3.2 percent malt liquor license but not their On-Sale Wine license. Both restaurants comply with Edina City Code. An unqualified recommendation for approval of these renewal applications is warranted. WINE AND 3.2 BEER ON –SALE Peoples Organic 3.2 BEER ON-SALE El Camino Taco Deli Date: March 21, 2023 Agenda Item #: VII.A. To:Mayor and City Council Item Type: Report / Recommendation From:Cary Teague, Community Development Director Item Activity: Subject:PUBLIC HEARING, Resolution No. 2023-22: Conditional Use Permit for U.S. Internet at 6444 Xerxes Avenue 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 March 27, 2023 and continue action to April 4, 2023. INTRODUCTION: US Internet Corp. is requesting a Conditional Use Permit and Variance to construct a 1,900 square foot utility building at 6444 Xerxes Avenue. The Variance requested is to construct a building with no windows due to security concerns and built with cultured stone and EIFS instead of brick or stone entirely. The existing structure would be removed from the site and the new building constructed. See attached applicant narrative and plans. The facility would provide improved internet services to Edina residents. There would be one employee on site providing service for customers. Customers to not travel to the site for service. The applicant initially lowered the intended building height to 20 feet and is agreeable to the Planning Commission recommendation of 18 feet. The Planning Commission held a public hearing and a recommendation for approval failed. Vote 4 ayes and 4 nays. Resolutions for approval and denial of the Variances have been prepared for council consideration. ATTACHMENTS: Description Planning Commission Staff Report - March 15, 2023 Engineering Review Memo Site Location, Zoning, & Comp. Plan Applicant Narrative Proposed Plans and Renderings Sustainability Questionnaire Better Together Public Hearing Comment Report Staff Presentation Applicant Presentation Resolution No. 2023-22 (approval CUP - denial Variances) Resolution No. 2023-22 (approval) March 15, 2023 Planning Commission Cary Teague, Community Development Director Conditional Use Permit – 6444 Xerxes Avenue (U.S. Internet) Information / Background: US Internet (USI) Corp. is requesting a Conditional Use Permit and Variance to construct a 1,900 square foot utility building at 6444 Xerxes Avenue. The Variance requested is to construct a building with no windows due to security concerns and built with cultured stone and EIFS instead of brick or stone entirely. The existing structure would be removed from the site and the new building constructed. (See the attached applicant narrative and plans.) The facility would provide improved internet services to Edina residents. USI currently serves the north/northeastern portions of Edina. The building on Xerxes would cover central and southern Edina. There would be one employee on the site providing service for customers. Customers do not travel to the site for service. SUPPORTING INFORMATION Surrounding Land Uses Northerly: Double dwelling; zoned R-2, and guided high-density residential. Easterly: Commercial property in the City of Richfield. Southerly: Office building; zoned and guided Community Activity Center. Westerly: Office building; zoned and guided Community Activity Center. Existing Site Features The existing 15,111 square foot site contains an existing single-story structure, that was originally a duplex, but remodeled into an audiology clinic in 2006. STAFF REPORT Page 2 Planning Guide Plan designation: CAC, Community Activity Center Zoning: POD, Planned Office District Conditional Use Permit Per Section 36-1273, utility buildings and structures owned by private utility companies or governmental units other than the city and used for rendering service to all or any part of the city (but excluding warehouses, maintenance buildings and storage yards) shall be a conditional use in all districts and shall only be constructed pursuant to a conditional use permit granted in accordance with article V of this chapter (below). 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 project would not have an adverse impact on the above. Both police and fire would be able to access the site off Xerxes as they do today. The existing utilities are adequate to serve the proposed use. The proposed use is intended to significantly improve internet service in Edina. 2. Will generate traffic within the capacity of the streets serving the property. The proposed use would generate far less traffic than the previous audiology clinic that was located on the site. There would be one employee on the site for maintenance and customer service to provide connections and disconnections. 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. The applicant has stated that there would not be noticeable noise outside of the building during normal operation. The building is designed to provide noise reduction for the limited noise emissions of the HVAC internal equipment. 4. Will not impede the normal and orderly development and improvement of other property in the vicinity. The proposed improvements would not impede development in the area. The applicant is providing an east-west pedestrian sidewalk along the north lot line that will help residents to the west gain access in to the commercial area to the east and to the south. (See attached site plan.) STAFF REPORT Page 3 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. Utility buildings are a conditionally permitted use within all zoning districts. 6. Is consistent with the Comprehensive Plan. As mentioned previously, utility buildings are a conditionally permitted use within all zoning districts. The proposed use is consistent with the Comprehensive Plan. Landscaping Landscaping is proposed along the north, east and south sides of the building to help screen the facility. Based on the perimeter of the site, 12 overstory trees are required for the site. The applicant is proposing 24 trees and a full complement of understory landscaping. (See attached landscape plan and renderings.) Grading/Drainage/Utilities The city engineer has reviewed the proposed plans and found them to be acceptable. Any approvals of this project would be subject to review and approval of the Minnehaha Creek Watershed District, as they are the City’s review authority over the grading of the site. Lighting The parking lots would be required to meet all minimum standards for lighting as follows: “All exterior lighting and illuminating devices shall be provided with lenses, reflectors or shades so as to concentrate illumination on the property of the owner or operator of the lighting or illuminating devices. Rays of light or illumination shall not pass beyond the property lines of the premises utilizing the lights or illumination at an intensity greater than 0.5 footcandle measured at property lines abutting property zoned residential and one footcandle measured at property lines abutting streets or property zoned nonresidential. No light source, lamp or luminaire shall be directed beyond the boundaries of the lighted or illuminated premises.” A lighting plan has been submitted and demonstrates the foot candle power generated from the lights, would meet city code requirement. Living Streets/Multi-Modal Consideration Sec. 36-1274. - Sidewalks, trails and bicycle facilities. (a) In order to promote and provide safe and effective sidewalks and trails in the city and encourage the use of bicycles for recreation and transportation, the following improvements are required, as a condition of approval, on developments requiring the STAFF REPORT Page 4 approval of a final development plan or the issuance of a conditional use permit pursuant to article V of this chapter: (1) It is the policy of the city to require the construction of sidewalks and trails wherever feasible so as to encourage pedestrian and bicycle connectivity throughout the city. Therefore, developments shall provide sidewalks and trails which adjoin the applicant's property: a. In locations shown on the city's sidewalk and trail plan; and b. In other locations where the council finds that the provision of such sidewalks and trails enhance public access to mass transit facilities or connections to other existing or planned sidewalks, trails or public facilities. (2) Developments shall provide sidewalks between building entrances and sidewalks or trails which exist or which will be constructed pursuant to this section. (3) Developments shall provide direct sidewalk and trail connections with adjoining properties where appropriate. (4) Developments must provide direct sidewalk and trail connections to transit stations or transit stops adjoining the property. (5) Design standards for sidewalks and trails shall be prescribed by the engineer. (6) Nonresidential developments having an off-street automobile parking requirement of 20 or more spaces must provide off-street bicycle parking spaces where bicycles may be parked and secured from theft by their owners. The minimum number of bicycle parking spaces required shall be five percent of the automobile parking space requirement. The design and placement of bicycle parking spaces and bicycle racks used to secure bicycles shall be subject to the approval of the city engineer. Whenever possible, bicycle parking spaces shall be located within 50 feet of a public entrance to a principal building. (b) The expense of the improvements set forth in subsection (a) of this section shall be borne by the applicant. The applicant is proposing an east-west pedestrian sidewalk along the north lot line. This will provide pedestrian access for residents to the west and north to gain access in to the commercial area to the east and to the south. Currently there is an existing sidewalk at the back of the curb on Xerxes; however, as is the City’s requirement to provide safer pedestrian movement by constructing boulevard style sidewalks along collector roadways, as a condition of approval, the city engineer is recommending the reconstruction of that sidewalk to be a boulevard sidewalk. (See attached engineering memo.) STAFF REPORT Page 5 Compliance Table City Standard Proposed Front – Xerxes Avenue Side Yard – North Side Yard – South Rear – West 35 feet 20 feet 20 feet 20 feet 35 feet 20 feet 20 feet 30+ feet Over-story Trees 12 trees required (number is based on the perimeter of the site) 24 trees existing and proposed on the site Building Material Section 36-579 of the zoning ordinance requires buildings in the POD District to meet the following standards: All new front building facades in the district that face the public realm must have 75 percent transparency (ability to see inside the building) at the ground level. All facades on the first vertical 60 feet of a building (above grade) shall use natural materials (brick, stone) facing the public realm (streets, parks, sidewalks). Ground level first floors must have a minimum floor to ceiling height of 20 feet. The applicant is requesting variances to these provisions. The intent of the above regulations was for quality and transparent buildings to show activity. However, with this proposal for a utility building to provide improved internet service, there will be minimal activity within this building, and customers to not travel to the site. For security purposes, no windows are proposed. The first 8 feet of the base of the building would be constructed of stone with EIFS above. Variance Per Chapter 36 of the City Code, a variance should not be granted unless it is found that the enforcement of the Ordinance would cause practical difficulties in complying with the Zoning Ordinance and that the use is reasonable. As demonstrated below, staff believes the proposal does not meet the variance standards, when applying the three conditions: Minnesota Statues and Edina Ordinances require that the following conditions must be satisfied affirmatively. 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. STAFF REPORT Page 6 “Practical difficulties” may include functional and aesthetic concerns. These variances are reasonable given the use of the structure as a utility building and the need for security. The purpose of the 75% transparency requirement is to make commercial uses more inviting to the public. This is not a site that will generate traffic from the public. The first eight feet of the 20-foot building will be made of stone. Staff views this as a reasonable compromise given the utilitarian use of the building. 2) There are circumstances that are unique to the property, not common to every similarly zoned property, and that are not self-created? Yes. The circumstances are unique for this type of use, a utility building. 3) Will the variance alter the essential character of the neighborhood? No. The proposed building meets all setback and height standards. The use is a conditionally permitted use within all zoning districts. It will be partially screened with landscaping and trees. PRIMARY ISSUES/STAFF RECOMMENDATION Primary Issue Is the Conditional Use Permit (CUP) criteria met and the variance reasonable for the site? Yes, the CUP criteria is met, and the variances are reasonable for the following reasons: 1. As demonstrated on pages 2-3 of this report, the findings for a conditional use permit would be met. 2. The proposal meets all minimum Zoning Ordinance standards except for the building material. 3. The variances are reasonable given the use of the structure as a utility building and the need for security. The purpose of the 75% transparency requirement is to make commercial uses more inviting to the public. This is not a site that will generate traffic from the public. The first eight feet of the 20-foot building will be made of stone. 4. The plan includes landscaping and trees to exceed City Code, and partially screen the building. 5. A pedestrian sidewalk would be added along the north lot line for residents to the west and north access to the commercial area to the east and south. STAFF REPORT Page 7 6. The proposal would improve and expand internet serve to Edina residents. Staff Recommendation Recommend that the City Council approve the Conditional Use Permit and Variances to construct the proposed utility building for U.S. Internet at 6444 Xerxes Avenue. Approval is based on the following findings: 1. The proposal meets the Conditional Use Permit conditions per Chapter 36 Sec. 36-305 of the Edina Zoning Ordinance. 2. The proposal meets all applicable Zoning Ordinance requirements except for building material. 3. The variances are reasonable given the use of the structure as a utility building and the need for security. The purpose of the 75% transparency requirement is to make commercial uses more inviting to the public. This is not a site that will generate traffic from the public. The first eight feet of the 20-foot building will be made of stone. 4. The proposal would improve and expand internet serve to Edina residents. Approval is subject to the following conditions: 1. The site must be developed and maintained in conformance with the following plans: Site plans date stamped January 19, 2023. Grading and drainage plan date stamped January 19, 2023. Landscaping plan date stamped January 19, 2023. Building renderings date stamped January 19, 2023. 2. A grading permit is required for the improvements. 3. A lighting plan must be submitted with the grading plan and must meet all minimum zoning ordinance requirements. 4. Submit a copy of the Minnehaha Creek Watershed District permit. The City may require revisions to the approved plans to meet the district’s requirements. 5. Remove and replace the sidewalk along Xerxes Avenue with a 5-foot-wide sidewalk with a 5-foot-wide boulevard. 6. Submittal of the city’s sustainability design questionnaire. STAFF REPORT Page 8 Deadline for a city decision: May 2, 2023 DATE: 2/13/2023 TO: 6444 Xerxes Ave, Owner and Development Team CC: Cary Teague – Community Development Director FROM: Zuleyka Marquez, PE, Graduate Engineer Chad Millner, PE, Director of Engineering RE: 6444 Xerxes Ave S – Development 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 existing conditions survey drawings stamped January 19, 2023. 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 3.2 Provide a public access easement over the east-west sidewalk. Easement does not include maintenance of the sidewalk. Living Streets 4. Design sidewalks to meet ADA requirements. Grading/Building Permit 5. Remove and replace sidewalk along Xerxes Avenue with a 5-ft wide sidewalk with a 5-ft wide boulevard. Provide public access and maintenance easement if necessary. Curb specifications per Hennepin County. Building Permit Traffic and Street 6. Review fire access requirements with fire department. Fire truck turning template attached. Grading/Building Permit Sanitary and Water Utilities 7. Verify fire demand and hydrant locations. Grading/Building Permit 8. Domestic water shall be sized by the developer’s engineer. Grading/Building Permit 9. Domestic sanitary shall be sized by the developer’s engineer. Grading/Building Permit 10. Specifications and details for sanitary pipe casing required at permit. Note, existing casing is 20” diameter. Grading/Building Permit, Prior to Starting Utility Work 11. Apply for a sewer and 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. Well not likely onsite. Watermain and structure installed/built in 1956. Storm Water Utility 16. Provide geotechnical report with soil borings. Grading/Building Permit 17. Submit watershed district permit. Net decrease in impervious onsite. Grading/Building Permit Grading Erosion and Sediment Control 18. A SWPPP consistent with the State General Construction Site Stormwater Permit is required. Grading/Building Permit Constructability and Safety 19. Construction staging, traffic control, and pedestrian access plans will be required. Grading/Building Permit 20. Replace the damaged fence section along the north property line. Building Permit Sustainability 21. Complete a Sustainable Design Questionnaire General Comment Other Agency Coordination 22. MDH, MPCA, MCES and Hennepin County permits required as needed. Grading/Building Permit 23. Minnehaha Creek Watershed District permit is required. Grading/Building Permit EdinaMN.gov 1 Site EdinaMN.gov 2 Site 4/05/12 3 Site EdinaMN.gov 4 Site Y) ARCH C ITECT 1)URE RESPECTING OUR CLIENTS RESPECTING OUR ENVIRONMENT DULUTH OFFICE 1600 Alworth Building 306 We Super;ar Street Duluth, MN 55602 P (218) 727- 1330 I F (218) 727-1338 ASHLAND OFFICE 1022 Lakesiltyru Drive A;hland, WIscarivrt 54306 P (7151 292,6493 Project: 22-041 US Internet — Internet Utility Building Address: 6444 Xerxes Avenue South, Edina, MN 55423 Date: January 18, 2023 Conditional Use Permit — Project Description Pursuant to Sec. 36-1273.b - Utility buildings and structures, Other utility buildings and structures, US Internet Corp. is constructing an Internet Utility Building. The principal structure will be a new building constructed of concrete masonry block and steel joists with a low slope (flat) roof. The building will be finished with EIFS and Cultured Stone veneer masonry. The building will meet the minimum height requirements. The building will not meet the minimum transparency requirements due to the security needs for this type of utility building, but the EIFS will be composed in a manner that suggests window frames. All front, side, and rear yard setbacks will be adhered to. The building will overlap an existing sanitary sewer easement. US Internet Corp. and Meyer Group Architecture have been in communication with the City of Edina's Engineering Department and will address the sanitary sewer in whatever manner they prescribe. US Internet Corp. intends to abide by all other site and landscaping requirements. The result is intended to be a new building that matches the character of the neighborhood and POD-1 District. CITY OF EDINA JAN 1 9 2023 DE.PARTM;ENT mosom GRADE sustomoc NEW BITUMINOUS PAVEMENT AREAS TYPICAL SEcnoN N 13111.51 IN WEARING MORSE, 1/1001 SPEC. r2360, SP1E424013 (a) show sPEc. 2353 EsTusixous TAck coAT -III_ 1.5' 1311.1111140U5 14011-8EA51/10, LINDOT SPEC 2.160, SPNW923013 (b) 8' MNDOT SPEC. 3136 CUSS 5 AGGREGATE 545E 1 (100% CRUSTED SAWN QUARRY OR ONE ROM) (o) SELECT Flt (AS REQUIRED) (e) NATURAL SOLO (d) (a) Compact each lift to o mWmurn 92 wadi t of the maximum speofk gravity in oaceelonee with laitIOT SPEC. 2350.3.0.1. (b) Compxt each lift to a meimurn 03 percent of A. Illindr1111rn specific grainy h accord:nee with 11/1130T SPEC. 236a 3.0.1. (a) Compact each lift to a mWmum 100 percent of the maximum dry density In accordance with 11111101 SPEC. 2211.35.2.a. (d) Prepert suboode in occerdenoe with /MOOT SPEC. 21135.3.F. Compost to a minimum 100 percent of the modreurn dry denary. Note that these are minimum pavement thicknesses, not overoge thicknessee. i c GOPHER STATE ONE CALL • WWW GOPHERSTATEOAECALL ORG (8C0) 252-1166 7011 FREE f65114540002 LOCAL The sublurtooe utak, infarinetko *own • on this Pb, Quer) Level D. This quer& level was detenrined occorting to the giAleinse of Cl/ASCE 313-02. sobbed 'Standard Guideline for the CoSectIon and 0spicton of (Sating Subsurfo. Utah' Ma.' SITE NOTES: 1. Existing boundary. location, topographic. and rutty information shown on this pion is from a field eurvey by Egon,Nowak, Inc. dated December 21, 2022. The Engineer is not responsible for Inaccuracies related to the eurvey InfomoUon. 2. NI rnoterials required for this work shall be new material conforming to the requirements for doss, kind, grade, etre, quality, and other details specified herein or as ehmn on the Pions. Do not use recycled or salvaged aggregate. asphalac partrnent. crushed concrete, or scrap shingles. Unless otherwise indicated, the Contractor shall furnish all required rnoteriots. in 3. NI materials required for UN work shall be new material conforming to the requirement. for doss, Mrd, grode, size, quarrty, and other detoib specified herein or as shown on the Plans. Do not use recycled eolviaged aggregate, aephaRic pavement. crushed comets, or scrap shingles. Unless otherwise dicated, the Contractor shall furnish oil required moterials. 4. NI dirnenekne ore to face of curb (*More opdicable), edge of pavement, or exterior fere of building, unless otherwise Indicated. 5. froggrtle for fitradlow Portland cement concrete for curb and gutter, sidewalk, and concrete pavement shall hove a 31 IAPB (4,500 psi) minimum 28-day compressive strength with an air content of 5.5% [111.5X] of the measured volume of the freshly mixed concrete and a .lump range of All concrete shall be in accordance with WIDOT Standoni Specification 2461, mil 3E52. Refer to the MOOT Specifications for complete mix remirernents. Use o water/cement ratio of 0.45 or less for concrete exposed to deicer.. Concrete aggregates shall be free of organic impieties, died, shale or other deleterious eubetancse. 8. Construct oil concrete eldewolks In accordance with 1.1000T Specification 2521. All concrete sidewalks eholl be oe Indicated on the plans, but not bee than 4' thick with 6 Inch x 6 Inch - /10/#10 wire she woven wire mesh reinforcing. 7. Concrete Racine and flolghbo: Thorough& wet the foundation and forms immediately prior to dadng the concrete. Use o bonding agent where fresh concrete is placed against hardened or portfol& hardened concrete, Place the concrete, consolldota to El all colds, strike off to the required grate, cnd float smooth. Take can not to bring excess water and floe pond to the auricles during floating. After the water sheen loos disappeared, edge the }dots and rightly broom finish the sadace to a uniform texture perpendkular to the One of batik. Do not dace concrete upon frozen subgrode or base. B. Concrete 5011151: Apply 75-1111-NOTE 26 IN Chlorinated Rubber Epoxy Concrete Treatment, or approved equal, to oil exterior portland cement cocrete pavement TK-TRI-KOIE 28 IN b a special formula of chlorinated rubber and epoxy manufocture n d by TK Products Construction Coatings (www.tkproductitcom). It Is formulated to cure, seal, and harden concrete. 9. Form coating material In order to prevent bonding between a Tom, dowel, or other object and concrete shall meet the requirement. of IANCOT Specification 3902. 10. Fr exterior concrete plebe, unlese otherwiee litchi:rated, provide expansion jointo at 30 foot Intervale and at locations where the concrete maroon. or adjoins ony exisang fixed objects sudo as fire hydrants. sidewalks, walb, posts, curbing, steps. driveways, building foundations, and other rigid structures. Divide extedor ebbs Into equore panel. of uniform she generally containing not more than 36 square feet of 11. Construct contnActIon }ants opproxlmotely 4 mm (1/8 inch) In width and cut to a depth of at least 1/3 the concrete thIckness, but not less than 51 mm (2 inches) from the exposed enlace. Construct kits P til the nuer to t:grade old align with similar joints in adjoinhg work when proctkabie. rice n= birds at right angles to the longitudinal axis of the work- Romd all joint edges with an edging tool having a radius of 5 awn (3/16 Inch) before finiahing. 12. Cure and protect og concrete within 1 hour otter the final finishing In accordance with LINDOT Speed-Kahan 2301.3.1J. Use the blanket curing method or one of the membrane curing methods. 13. Soot oil 3ointa, including expanelon kilts, with joint sealant. 14. Mow bituminous paving to cod for a minimum of 24 hours before opening to traffic. 15. theta concrete splash Wool°, at discharge of each downepout 16. White surface marking. (lettere and eyrnbole) shall be in conform.0 with the Standard Alphabet. far Highway Signs and Pavement Markings, FHA (4410-20). 17. Deeignote tog approved porking elate with white 4 Inch wide mole. markings. Paint dl cgrectknal troffic arrows oe shown In white. Appy two coats of paint. 18. Typicol all chew 90 parldrig rails ore x 18' unless otherwise Indicated. 19. Obtain and pay for all pemdts, tests, spections. etc. required by agencies that have jurisdiction over the project Including the NPD ES perrrktfrom the State The ContnActor reeponeible for all bond., letters of credit, or earth euretba related to the wort Execute and inspect work In decadence with all local and state cod., Nes, ordinances, or regulations pertaining to the particular type of work involved. NEW S.-WIDE CONCRETE SIDEWALK. ALL SIDEWALK SLOPES SHALL NOT EXCEED EXCEED 2% CROSS SLOPE OR 5% IN THE DIRECTION OF TRAVEL 4' THICK CONCRETE SIDEWALK (TYP.) ',PROPERTY UNE ...,...______________> EXISTING FIRE HYDRANT' INSTALL CONCRETE SPLASH BLOCKS AT DISCHARGE OF EACH DOWNSPOUT MATCH EXISTING PAVEMENT GRADE SAWCUT BITUMINOUS PAVEMENT AT UMITS OF CONSTRUCTION 4' THICK CONCRETE SIDEWALK (TYP.) 10 0 10 20 SCALE IN FEET 9.00' - .-- 13.25' [TRANSFORMER PAD 16.011' €3.50' NEW BITUMINOUS PAVEMENT 63.50' PROPOSED BUILDING (1w.) WI-IfTE STRIPE PROPOSED GENERATOR 5.00' COORDINATE THE WORK WITH THE ADJACENT PROPERTY OWNER NEW BITUMINOUS PAVEMENT RI 4.00' EXISTING PYLON SIGN TO REMAIN I 22-556 JO MMHG: \\ server \ Project. \2022 V22-558 US Internet - 6444 Xerxes Avenue South - Edina, WI \ 2023-01-1/3 \ eiteplan.dwg LAYOUT: CI - Shleplon MEE: banding; %REF: covey / \ ( 14W CIVIL AND ENVIRONMENTAL ENGINEERING SERVICES US INTERNET 6444 XERXES AVENUE SOUTH EDINA, MN 55423 DATE LEVIOION I HEREBY CERTIFY' THAT THIS FLAIL SPECIFICATION. OR REFORT WAS PREPARED BY ME OR LNDER MY DRECT SUPERVISION AND THAT I AMA DULY LICENSED FiTOFESS101/AL ENGIIIEER UNDER THE LAWS OF THE STATE 0 MINNESOTA WU) LUVIZO- bran Miridsto5i DATE 01118/2023 110 23468 IIIPCFP.,T1€11 PROJECT 110 32-5€€ DRAM 0A In CHECKED BY ss APPROVED BY Vol SCALE DATE virler202.3 E ES CR IF T SITE PLAN 1-fEET II C1 PLACE BIO—LOGS DOWN GRADIENT FROM THE CONSTRUCTION AREA TOTAL LOT AREA = 15,113 SQ. FT. EXISTING IMPERVIOUS AREA = 9,222 SQ. FT. PROPOSED IMPERVIOUS AREA = 8,370 SQ. FT. NET DECREASE IN IMPERVIOUS AREA = 852 SQ. FT. City of Edina Storm Water Reauirements: Since the proposed activity does not add over 400 square feet of new impervious surface with o drainage path directed to private property or over 600 square feet of new impervious surface in areas that drain to structural flooding issue, implementation of on—site storm water management measures is not required. \ GOPHER STATE ONE CALL WWWGORIERSTATEONECALL ORG 16001252-1166 TOLL FREE It 16511454-0002 LOCAL • TN stibeurface cR1105 Infer-maim eh D owri on this pion is utifity Odder/ Lord Tide quality level woe determined =cording to the gukleirwe of Cl/ASCE 2, antital 'Standard Guidirthe for Ue CoNeution and Depiction of Ewrithe NEW 5.—WIDE CONCRETE SIDEWALK. ALL SIDEWALK SLOPES SHALL NOT EXCEED EXCEED 2% CROSS SLOPE OR 5% IN THE DIRECTION OF TRAVEL SEE ARCHITECTURAL FOR BUILDING WATERPROOFING AND FOUNDATION DRAINAGE SILTFENCE PROPERTY UNE .6ol-F1.4 -,,c.> 1 aviamrsomilAtir4 - vii414. ' BB,. 883 eL.5.5ok 885 , 4 ...... i l 1 1 1 , i i .i l i ll / li 1 / is3.101 6 4.00 gE3 S / ........... . • . . .... °° °°° °°° °.°.°°°. cooRDINATE MRK wiai THE ADJ,,,NACENT pROPERIY (I—ER _00 0 00 00 0 0000 00000000 0 0 0 Oo LAtss'' 25 091 • • 0 0 0 0 0 0 0 .60 0 0 0 0 0‘°..t' O 0 0 0 0 . 000 ° O 0600.06 ° e0d 0A u 0 0 0 0 0 0 0 0 o O . 00000 ob 0 0 0 0 0 0 0 0 0 0009' 00; 0 0 0 0 0 0 ° 0 0 0 0 0 ° 0 0 0 ° ° oo 0 0 0 0 0 0 0 0 0 0 0 /0 0 0 —FLOW> 13.25 —FLOW> BUILDING FLOOR ELEVATION = 885.5 --> SILTFENCE 82.501 —FLOW> —41.4 -1.63.3o1 9.00' [scoot 63.60' <- <A1014— GENERATOR FLOOR ELEVATION = 884.0 </t014— -165501 lea SILTFENCE 885 0 4- CITY CH JAN 1 9 2023 ON—SITE CONCRETE WASHOUT AREA TEMPORARY ROCK CONSTRUCTION ENTRANCE EDINA SITE DRAINAGE PRECAUTIONS: 1. Reduce soil compaction by limiting equipment access to specific construction paths, if applicable. 2. Loosen compacted soils through raking, tinning, tilling, or other methods to a minimum depth of ¢ inches. 3. Place new, organic rich, topsoil to a minimum depth of 4 inches on areas of disturbance. 4. Place sod or seed and mulch on exposed soils as soon as practical. 5. Create no new flow paths concentrating drainage area directed to or near private structures. 20 10 0 10 FEET IN SCALE 22-558 T. • R. Ju DRAYANth \ \terror\ Projecie \ 2022 \ 122-558 US Intemet — 6444 Xerxes Avenue South — Edina, MN \ 2023-01-18 \22568C10.dwg LAYOUT: C2 — Grading Drainage and Erodon Control Plan MEEl building; XREF: minify; XREF: eiteplan CIVIL AND ENVIRONMENTAL ENGINEERING SERVICES US INTERNET 6444 XERXES AVENUE SOUTH EDINA, MN 55423 CATE REVISION I HEREBY CERTIFY THAT THIS PLAN, SPECFKATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATED MINNESOTA WiIt) &an Muldslodt DATE 01/18/2023 NO 22468 23468 INFORMATION FROLECT NO 22-5E6 DRAM N BY Iv CHECNED EY APPROVED BY thin SCALE 500. DATE 01/16/2023 CESCRIPTION GRADING, DRAINAGE, AND EROSION CONTROL ,HEET C2 SANITARY SEWER: I. Unless otherwise indicated, use reinforced, prewst, concrete maintenance holes confomIng to ASN 0478, fumrshed with precort bases. Sanitary sewer maintenance hothe shall be supplied with pre-formed Inverts ond flexible neoprene Weeve connections for o1 Moroi M. 375 mm (15 Inches) In diameter or less, unless otherwise indicated. Joints for oil precast maintenance hole sections dam have confined, rubber 'Ci'-ring gaskets In accordance with ASN C443. These joints ont cooly .ed in sewers to hold intiltraUon ond exflthation to a practical minimum and are adequate for hydroetatre Made up to 30'. The inside barrel diameter shad not be le. than 48 inch.. All joints and connecUone in the sewer system shall be gastight or watertight. Inlet and west connections to tower manhole. must use flexible compression joints located between 12 and 36 inches from the manhole in accordance with Minnesota Rules port 4714.719.6. Whem permitted by the adminietrag. authority a. an alternate inetallation method, approved milient rubber joints or waterdop gaskets may be used In order to moles waterUght connecUorts to manholes and other structurea (see Minnesota Rules port 4714.301.2). Use rococo 'Concrete Manhole Adaptors' or 'forge Monet. Wata.tope, Preee-Seal Vateretop Grouting Rings', or approved equal. Cement mortar joints ore permitted imly for repairs or connections to existing lines having such joints. The building trevier Mart. 2 feet otheide of the building. See Minnesota Rut. part 4714.715.1. Material Pistolled within 2 feet of the building must be of materials approved for use inside of or within the building. The exterior sonitory ester piping moat comp6 with the following requirements° (A) Double ayes may not be used for drainage fittings In the horizontal position (see MInnesoto Rules, Chapter 4714, Meth. 310.5) bwouse proper pipe dope connot be maintained on both of the lateral brands.. (3) Changes in direction in drainage piping must be made by appropriate Lie* of wpm and bends (see Minnesota Ruin, Chapter 4714, Section 706.0). When connecting any vertical drop to a horizontal run, use o aye and a 1/8 bend (45 deg), or o sanitary combo. A sanitary combo la a combination aye and a 1/8 bend combined in a single fitting. The mown la to form a long rack. bend In order to insure that the waste is directed in the dowel/earn direction as it enter. the horizontal run. Tees are not allowed where the direct'. of flow thong. from either verUcal to horlzontol or horizontal to horizontal. 5. Elm: Use solid-core, Schedule 40 PobMnyl Chloride (PVC) Plostle Pipe for all designated PVC sanitary .wer "Mess wields of the building. The PVC pipe shot meet or sawed the industry standards and requirements as met forth by the American Society for Tering and Matertale (A5TI4) 01785 and D2665. Fittings must campy with ASN 01866, 132665, Of F794. Joints must be approved mechanical or push-on utilizing on elaetornerth seal, Use of solved cement Mlle le allowed for building services. Sohent cement joints In PVC pipe must use ASI11 F658 pumas primer and A.7111 D2504 cement In occordance with Minnesota Ruin part 4714.605.2.2. The Installation must comply with ASTM 02321, which requires open-trench InstallaUon on a ...Una°ue granular bed. B. Osongsda: Install cleanouts on all son/tory sewer *enlace In ocoordonce with Minnesota Rules part 4714.719. Install cleanouts for pipes 4-inch and over in size at Intervals not to 4%0344 IOU feet in an:light runs and for each aggregate horizontal longe in direction exceeding 135 degrees. Cleonouts shall be of the some nominal dze as the pipes they serve. Include frost sleeves ond concrete frame and pipe support. Instal a meter box frame and wild lid (Neenah R-1014-A, or approved wool) over all deonouts. 7. 1.16,9: Presetre test all sanitary sewer in accordance nob the Minnesota Rules Sectione 4714.712 and 4714.723. Concrete manholes and weer lines shall be tested by negative prem.re in occordance with A5111 C1214-19, A5111 C1244-17, or the Hydrostatic Test Method in 00000r 1107.2.3(0). Test all flexible =Mary est. finesfor deflection after Use sewer line has been metalled and bockfill Mas been In plow for at Mart 30 days. No pipe shall exceed a deflection of 5X. If the test fails, took* nweseary repairs and retest. 8. Metall flexible watertight frame/chimney seals on all sanitary se.r rnalritenonce holes In order to seal the outside of the chimney from the cast Iron frame down to the owe. The seal shall be a continuous eeamlette bond mode of high qudity MEM (Ethylene Propylene Diane Monomer) rubber with a mintrnum thickness of 65 mils Use Internal/External Adapter Seal at. manufactured by Adaptor, Inc. (wmadaptorrnocorn/wp-content/udoods/2019/04/ADAPJEMantroleSeal.pd0, Intl-Shield UN-band one piece molded sewing system os manufactured bySeoling Systeme, Inc. (w.vdreisealingeyeterne.com), or approved equal. 9. Use Neenah Foundry Co. R-1842 casting Mt, self-aealing, word, type B Ile, or approved egad, on oil sanitary sever maintenance holes. Covers Mud bear the 'Sanitary Sewer. label. 10. Unless otherwise indicated, use 4 ft. dhoneter (1.4.) pm-cast reinfdred concrete strict.es on all eoretaty mow manholes. 11. Iraloll a meter box and cover (Neenah R-1014-4. or approved equal) over all PVC cleanotrth. 12. Tree* Wire: instoll locating sires on all conductive and non-conductive Mown sewer, sanitary sewer, and water line.in ocoonfonce with the Minnesota Rural Water Association (1.1FWA) Trace Wire Specification MI. and Details bronsanrwa.ccan/PDF/TrocertaireSpecCuldeFirohrebriepd0. Use 012 HDPE-insulated Capper-dad elect wire roted for underground strike. lbe calor of the insulating jacket shall be as follows: groundwred, storm sewerwgreen, wnitory sewer=green, and water lines=bke. Install the wire on the bottom side of the pipe below Use spring line. Fasten the who to the pipe with tape or plawik lies at 5' intervals. Do not wrap Use trace wire around the corresponding utility. On not connect 0. trot. wire to iodating conductive utirdies. Use Copperhead Dryconn 3-Way or Locking Snake Site connectors rated for underground direct bury applications or approved equal al oil creeeinge or service connectlons. TOM on connectors are not allowed. Time wire must be property grounded at all dead ends and titmicea. Install grade-level/In-grand bots win access boxes and drhe-In magnesium grounding anodes at at dead en., "Mc., and fire hydrants. Trow wire OGG.11 boxee shall be color coded no follows: +Awn sewervigreen, sanitary sewer-grew, and water lines-blue. 13. fthiestabM Wornina Tow: Install detectable underground naming tape Woolly above all underground utnilles at a depth of 457 mm (16 Inches) below finished grade, unless othenalse indicated. Underground warning tape shall be 3-inches Wile with a minimum 5.0 it overall thickness. TVe shall be manufactured using a 0.8 ml clear virgin polypropylene tam, reverse printed and laminated to a 0.35 1. mil WO aluminum foil core, and then rominated to a 3.75 mil clear virgin potyethylene film. The aluminum baling makes underground assets easy to find using a non-ferrow locator. Tape shall be printed using o diagonaliy striped deargn for moodmum vleibility and meet the AMA Color-Cade standard tai (V) for rldng ga d otil of boded util oppro.d equaities Use Pro-Ube Safety Products (www.proRneealetysom) detectable ma or l. (1) 14, The minimum depth of cover for sanitaty sewer without insulation is 6 feet 'mutate sanitary sews services at locations where the depth of cover la less than 6 feel Provide a minimum Insult:Um thickness of 4 inches. the insulation must be at Nast 4 feet wide and centered on the pipe. Petah the ineulation boards 6 inch. above the tope of the pipes on mechanically compacted and 'meted pipe sir bedding material. Use high density, dosed cell, rigid board material equivalent to DOW Styrofoam A1 Highload 40 Polyetyrens insulation. Individual insulagan board dtmensione to/Polly meaeur. ir wide by 8' O long by 2. thio 15. Install all pipe with the ASN Identification numbers on the lop for Inspection. Commence OP. laying at .Cr) the lowest point In the proposed eerier One. Field verify that the. re positive droinage at the oat. location. Lay the pipe with the bell end or receiving groove end of the pipe poinWg upgrade. When connecting to on exiding pips, uncover the iodating pips In order to allow any adjustrnerrte In the proposal line and grole before laying any pipe. Do not lay pip.. In sot.r or when the trench ‘1.1 condtIona are unsuitable for such work 16. All saddle tee or err fittings must provide an integrally molded pipe stop in the branch for positive pfotection °gainnl advice pipe Insertion beyond the inside of the sewer main pipe wok 17. TWIN. all existing lines prior to conation. 18. Steel casing pipe shall be proud at the same Mope as the carrier pipe in order to ensure that the comtar pipe le placed along Use speckled grade. If the proper elope cannot be mointoined, then the casing spacere moot be odjusted so that the sorrier pipe is placed at the specified grade. 19. Within the eating pipe, the carrier pipe joint. Wall be mechanically reetralned in order to allow for the future removal of the carrier pipe without Joint separation. 20. Steal wising pipe .hall ha. o minimum yield strength of 35-kel. 21. Use MCI cooing spawn manufactured by Rad Spacers North America, Inc. or approved equal. Inciall epaten 13'-e- 0.C. maximum and at cods pipe bell. Double the spacers at each end of the owing CONNECT TO EXISTING 12" CARRIER PIPE JAN 1 9 2023 10 10 211 SCALE IN FEET -183.301 iv-- 13.25' 9.00' 9.00' mosilawies CONNECT TO EXISTING 10 CARRIER PIPE 63.50' 4. 30.00' NEW 12- DIP SANITARY SEWER 24-0 BUILDING FLOOR ELEVATION = 885.5 63.50' PLUG END OF CASING WITH GROUT (6' MINIMUM THICKNESS) ............. • ....... ... •• ...... 2, Iwo Ott GENERATOR FLOOR ELEVATION = 884.0 I I I I I I I 195 501 90 .15 ref ._. . e c 0 O OO O O O 10 0 .. • es. . • 1 0 ......OOo • ... 0 • •11 ..... c0 EMEND EXISTING 24-INCH DIAMETER WELDED STEEL CASING PIPE 30-FEET WEST 20.50' PROPERTY UNE ......... \182.50( 500' REPLACE PORTION OF EXISTING 10 DIP CARRIER PIPE WITH NEW 12- re 1 TRANSFORMER PAD GOPHER Il GOPHER STATE ONE CALL • the wbeurface dirty Infortnetion ghoul on this plan is ,limyfluattly Lale D. Theauality Wel was determined accenting to the aildeinee of C144SCE 38-02. entitled 'Stan.. Guideline for the CoPectroe and Dwiction of &taring Subeurface LAM,. Data.' • WWW GOPHERSTATEONECALL ORG 18001 252.1166 TOLL FREE 1651) 4540)02 LOCAL 18.00' 2. CONNECT TO EXISTING 24" 3. CASING PIPE 4. EXISTING EIRE HYDRANT! ..•••16••• .1111M1 t. ( laW CIVIL AND ENVIRONMENTAL ENGINEERING SERVICES US INTERNET 6444 XERXES AVENUE SOUTH EDINA, MN 55423 DATE REVISION I HEREBS CERTIFY THAT THIS PI/41, SPECF CATION. OR REPORT WAS PREPARED BY MEM UNDER MY DIRECT SUPERVISION AIIID THAT 1PM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAW) OF THE STATE 0 MINNESOTA Mtn Mundstak DATE 0111642023 110 23466 INFCRMATION FRO,ECT NO 224E6 ORM/it/BY Ira CHECRED BY SS AFPRCiVED BY thrn ECALE grefhc DATE 0 MI 812023 CESCRIPTION UTILITY PLAN 'ThEE:1 is C3 22-558 T. R. , S. JAI DRAWING: \ eerver ithojecte \ 2022 \ /22- 556 VS Internet - 6444 Vera. Avenue South - Edina, LIN12023-01-18122558C10.dwg LAYOUT: C3 - Utility Pion XREF: XREF: wryest XREF: eiteplan GENERAL: 1. Existing boundary, location, topographic, and Wily Information skim on this pkm b fezees a field mrvey by Egan, Field, & Nowak, Ina. dated December 21, 2022. the Engineer is not responsible for inaccuracies related to the money information. 2. Perform all construffion work in accordance with State and Local requirements. 3. Perform all construcUon activity In accordance with the Minnesota Pollution Control Agency GENERAL STORMY/Alt/1 PERMIT FOR CONSTRUCTION ACTNNY meed Rivet I, 2018 and all subsequent amendments thereto. 4. Comply with on appkable boot, state, and f °dere' safety regulations. Comply with the work safety practices meal. by the Occupational Solely and HeathArlmlnietratien (OSHA). OSHA prohbits entry into 'confined spaces,' such as manholes and inlets (see 29 CFR Section 1010.146), without undertaking certain specific practices and procedures. Perform somations in accordance with the requirements of 0.S.HA 29 CFR, Part 1926. Subpart P, Excovotione Trenching dander. require protect'. system. on trench. deeper than 5 feet. Bench or slope dolmans in order to provide safe worldng condition, and stability for the placement of engineered fill. Do not expose workers to the danger, of being elmck by materiel and equipment. Keep see end other materials at least 2 feet from the edge of cry benches. Trenches meret be inspected by a competent Indridual, be free of Handing wok. and olinosphefic hazard., and have a eafe meone of entering and exiting bac. allowing a worker to enter. The Contractor is responeible for nornIng the 'Competent Indffiduar In accordance with CFR 1926.6. Sloping or benthing for excavations greater than 20 feet deep mud be approved by a registered professional engineer (www.ashegov). 5. Safety ie solely the responsibility of the Contractor, dm is also eddy responsble for the condruction means, methods, techniques, sequences or procedures, and for mlety precautions and programs In connection with the Work. 6. The Engineer thee not ham control over, charge of, or responsibilly for the combection mean. methods, techniques, eequencee or procedures, or for safety precautions and programs In connection with the Work. the Engtheeee review shall not constitute approval of safety precautions or of any conetructon means, methods, technique. eequenme, or procedures. 7. Examine ell local mnditbrms at the site, and assume responsibility as to the erodes, contours, and the character of the earth, existing conditions, and other Rona that may be encountered during excavation work above or below the miffing grade. Review the drawings, specifications, and geotechnical report comring this week and become familiar with the anticipated site candrtione. 8. Refer to the architectural pions for building and sloop dirn.sIone, site layout and dtlneneions, pavement motion. and details, striping, and other elle features. 9. A limn.ed surveyor shall perform conertruction staiing. The Contractor chat provide and be responsible for the elating. Verify all pion and detail dimenelons prior to conekuction dating. Stake the limits of walkways and curbing prior to volvebox, ...nonce hob, and catchbasin Adjust vokebox and mointenance hole beaten. In order to avoid confkts with curb and gutter. Adj.t cote:Mode locations In order to align properly with curb and gutter. 10. Provide temporary fences. barricades, coverings, and other proteffions km order to preserve miffing Items to remain, and to prevent Injury or damage to Pelson or popery. 11. Provide all traffic control required In order to canstruct the proposed improvements. Traffic control design and associated government approvals ore the responeibility of the Contractor. Comply wItin tool authorities and the latest version of the littlesseto Lemont an Uniform Truffle Centred De.. (18.1LITC0), including the ftgjd Manual for Temoanary Traffic Control bone lowed& If the temporary traffic control zone effects the movement of pedestrians. provide aiequote temporary pedestrian access and walkways. If the temporary traffic control ea. affects on acmes'. and detectable pedeetrian facility, maintain accessibility and detectability along the alternate pedestrian route In accordance with the provision. for pedeetrion and worker safety contained in Port 6 of the MMUTGD. 12. Connect to miring sanitary 1/seer Mir. by innoredrilling. Connect to cabling dorm e.er 11Hie by either smoitting or ooredribng. U. over or dolls that provide water to the blade. Meet al City standard. and epeoffications for the the connection. Reconatroct Inverts after 'Mediation. Use sate stop gaskets In order la proKde watertight seal. when penetrating a structure was with a pipe. Take measurements before beginning construction to ensure that smoke connections do not cut into maintenance areaes dada. joints or pipe bond Jaime. 13. Complete remove existing concrete and masonry structures that are located within the proposed building and future building expandon oreas. MI other siebng sewer and watertnain pipes that ere to be abandoned shall either be removed, or completely filled wOh eand or met... low strength material (CLSM) also known as Bambino concrete fill. Bulkhead ends of the pipe segment to be dawn...toned with concrete. NI other miffing sanitary ester and storm sewer ha that are to be abandoned In place shall be abandoned as follows: (1) remove matinee, rings, and top section., (2) bultheod any plpe opening., (3) break two 4-inch diameter holee In the barrel at the bottom of the etructures for dominoes and cover the hobs 04th goateed]le filter fabric, and (4) fill the dentures with eond or CLS1.1. 14. Tertiary and Ins.cliong All plumbing inatellffion. Including water and sorer aervices, murk be teeted and Inspected In accordance with ea requirements of the Minnesota Plumbing Code (Minnesota Rules Chapter 4714). Coordinate testing and inspecton with the State Health Department and the City Public Works Department. No drainage a plumbing work may be covered prior to completing the required tests and inspections. 15. SuseffignaLlYelefereLessffi Construct semr and water service. In accordance with Minnesota Rube part 4714.720 and 4714.721. Provide a minimum horkeetal separation of 10 feet between all water and sewer roes. Ineluding marysies, catch bodes, storm , watery sewer, drainthe or other potential mama far contamination In accordance sith Minnesota Rule. port 4714.609.6. he the separation distance from the outer edge of the pipe to the abler edge of the contomination source (airier edge of structures, piping, etc.) At water and sneer crossings, the bottom of the water pipe located Rein ten feet of the point of erasing must be at least 12-inches above the top of the sewer. Whin this Is not feasible, the sewer pipe materiel must be approved for use Inside of or within a building in occordonce with the requirements of Illenesolo Rule, part 4714.701. Only AST)/ D1785, D2665, F891, or F1488 Schedule 40 PVC moy cross above or Ism than 12 inches below potable water tine, thee Minnesota Rubs part 4714.720.1). No joints or connections ore allowed on the water line within 10-feet of the cresting. 16. Coordinate building effiRy connection 'mations at 2 H. out from the proposed building with the Interior Plumbing Contractor prior to construction. Verify water and sewer servim locations, sizes, and elevations with the Mechanical Engineer poor to construction. Coordinate construction and onnections with the Mechonkol Cakes!. 17. The subst°. utility Information shown a this plan is utility 0.1ity Laval O. fhb quality level was determined according to the guide.. of Cl/ASCE 38-04 effilled 'Standard Guideline for the Collection and OmictIon of ExisUng Subsurface Oblky Data' by the FHA 1B. The Waltham of existing WfrUw shown an this plan ore from .card Information. The Engineer doew not guarantee that all existing uhlilles ore shown or, If shown, exist In the 'mations Indicated on the plan. K b the Contractor's resparsibility to mmrtain the final vatleol and horizontal 'oweon of all siding unities (Including water and sewer lines and appurtenance.). Notify the Engin.r of any descrepancles. 19. The Contractor Is moldy remoulds for al utility locate. Contact utility mammies for 'mat . of all public and private °Mee within the work area prior to beginning condructIon. Collect GOPHER STAlE ONE at (651) 454-0002 In the klinnmpore/SL Paul metro area, or 1-800-252-1166 eisewhere In ffinnesota for coed location of edeting Watt. ailast 48 woridng hours (not including weekends and holidays) before beginning ony conetmetbn In accordance with Minnesota Statute 2110. Obtain ticket number and meet with representoUvee of the earthus utlIttles at the site. Provide the Owner with the ticket number Information. Gopher State One Coll Is a fres service that locates municipal and utility company lines, but does not locate private unity lime. Use an Independent locator service or other means In Order to Obtain locations of prhate utility lime including, but not limited lo, undergrmnd <lettdc cakes, telephone, 1V, and lam spriffider lines. 20. Pothole to verily the positions of existing underground loonies at a sufficient number of lecatione in order to assure that no mnilict with the proposed work exists and that suffident clffirance is available. 21. Where ablating gas, electric, mi., or telephone utilities conflict with the Work, coordinate the abandenment relmation, offset, or support of the existing WINn den the appropriate local utility companie. Coordinate new gas meta and gas line Installation, electric meter and electric eenice Installation, cable service, and telephone aerobe indentation with the local ably compere... 22. When working near existing telepisne or electric odes, brace the poles for support. When working around .thtling underground utilities that become exposed. provide eel/Idea lappet coder to prevent exmasho dress on the siding piping. lhe location and preservation of existing underground utibles le eddy the reeponsibility of the Controctor. 23. Temporary support ...tome are the reeponalblay of the Contractor, who is also solely nesponsible for the contraction mea methods, technique. sequences or promduree, and for safety precautions and programe In conn.ton with the temporary support system, Temporary orary support madam indude, but are not ernited to, shoring. sheeting, bromine, anchorages, examation support coll., directional boring, auger jacking, .1 stobilizatthn, and other methods of protecting existing improvements. 24. Arrange the and secure suitable disposal ore. off-site. Dispose of all excess sal, waste materiel, debris, and all e.t.a, not designated for sokage. Waste material and debris includes tree,, dorms, pipe, mmerete, aephaltic concrete, cans, or other wade material from the meet/action operation, Obtain the rights to any wade or. for dimmed of unsuitable or surplue Material either shovel or not shown on the pions. Alll work in (reposing of well material shall be considered incidental to the work. disposal mist conform to applicable solid cask disposal permit regulations. Obtain all necessary permits at no met to the Owner. 25. Store and protect existing site features that need to be removed and replaced in connection with the Work Replace damaged or stolen site features at no addrUonol coat to the Owner. 26. Straight Ern saw-art existing bituminous or concrete surfacing at the perimeter of pavement removal arrow. Use KINVO that provide water to the blade. Do not allow the Blurry produced by Ude proms to be tracked outside of the immediate work area a discharged into the sewer mistem. Tock and met, all tonne...ins to existing bituminous pavement. 27. Reboote overhead poser, telephc., and cable line. as required. Seal and minor any ea:tiling unused .-site wells and septic systems in accordance with Minnesota Department of Health (MOH) requirement,. Provide the NON with a Well and Boring Sealing Record, or certify In writing that there are no unused wets on the properly. 2g. NI meter'sle required for this sork aeon be now material conforming to the requirements for dam, kind, grade, dm, quality, and other details sp.ified herein or as shown on the Plans. Do not use recycled or salvage] aggregate, asphaltic pavement, crushed concrete, or scrap shingles. Unless othesrise indicated, the Control., shall June. oil required materials and labor In order to perform the conetruction In omenionm with the conetructbn d.umente, specificetkne, and regulatory agent.. 29.1teconetruct drivermnys and patch street to match existing pavement section and erode. Sod right-of-way. Restore the public right-of-my at temporary conetniction entrance loeffiene. Replace any concrete curb and gutter, Mundelein pavement, sidewalk or meat. cover damaged by the construction activity. Restoredamaged turf with sod will. the public right-of-way. Rs work area shown is general and may need to be adjusted in the field. 30. Gut teodproIl order to II. re ebels'171=mann'ew",,r:m.whre:.?:,:°:.°.71.1*Vtig sod to ti.niedib%","Zelh.1207:. dunned. 31. Document adding corditk. (photographs, video, field survey, etc.) In order to enable restoraten to match existing conditions and In order to ensure that reelered arms hove podtive drainage similar to existing condition. 32. ProKde positive droinoge every Corn building. at all times. Provide and maintain temporary drainage throughout coed/Ireton until the permanent drainage eye., and @tinctures are in place and operational. Install temperer/ ditches, piping, pumps. or other comm as neceeeary In order to insureproper dralnoge at of times. Provide low points of building pede or roadways with positive cutter,. Do not block drainage from or direct excess drothoge to ailment property. 33. Protect all structural and landscaping not lobed. for demolition from damage during corstest.n. Provide protective coverings and .dmuris as nece.ary to prevent damage to existing work that b to remain. Existing work to remain may include items such as trees, shrubs, lawns, sidewalks, drives, curls, utilities, buildings ond/or other structures on or adjacent to the site. Provide temporary fences and barricades os required for the cafe and proper execution of the work and the protection of pavan and property. Protide building *worry. and mien. monitoring In locations where demolition, excavation, underpinning, pile driving, compacting, or similar work is to be performed adjacent to or in the vicinity of siding Retire on, on mite or off -erte areas disturb. directly or IndirecUy due to °obstruction to o condition equal to or better than the existing condition. 34. Protect mks grades from damage by surface water runoff. 35. Full dadn strength is not avolieble in bituminous pavement areas unto the final lift of asphalt is compacted Into Oise. Prolmt pavement are. from .erloading by delivery trucs, construction equipment, and other vehicles. 36. When vowing or drilling concrete or mammy. use DO. that provide water to the blade. Do not allow the Blurry produced by this prom. to be tracked outdde of the immediate work area or discharged into the sewer system. 37. Adjud all public and private whackers, including curb elope, volve boxes, maintenance hole cowlings, mtchbosin wstlnge, deonoul cown, and eimilar Items to finished erode. Comply with the requirement. of each structure's owner. Structures being reset In paved areas mud meet the owner's requirements for traffic loading. 38. Grading for all sidewalks a. accessible rout., Including driveway crcesings, shall mete. to current Slats and Federal Americans with Disobilities Act (ADA) requirements. In occordance with IDA Sedge. 403.3. dopes droll not exceed exceed 29 cress slope or 5X In the direction of travel. Sidewalk omen to external building doore shall be AIM compliant Acmedble porting della shall not exceed 28 elope In any direction. 39. Curb move on accessible routes shall comply with sections 405 and 406 of the Americans with Disabilities Set Acc.sibility Guidelines (AZIAAG). 40. baldl all pipe with the ASTI/ idenUficollon numbers on the top for inspmten. Commence pipe laying at the lowest point In the proposed sewer line. Reid verity that there Is peseta, drainage at the Whorl location. Lay the pipe with the bell end or receMng gr.m end of the pipe pointing upgrade. When connecUng to on siding pipe. ucover the sniffing pipe In order to oflow any adjustment. In the proposed line and grade before laying any pipe. Do not loy pipes In water or when then trench condition. ore unsuitable for each work 41. Obtain and pay for all permit., tests, Inspections, etc. required by attendee that have briedthion over the project including the NPITES permit from the Stole. The Controctor le reefs... for all bond. letters of credit or ash lamellae related to the work. Famed. and impact work in accordance with Go local ond state cod., rules, ordinances, or regulations pertaining to the particular type of work invoked. 42. Measure pipe length, from center-of-structure to center-of-sffixture, or to the end of omens. 43. Obtain permits from the City for work In the pub. right-of-my. 44. Construct sanitary sewer, watermain, and storm sewer utilities In accordance with the City Engineer's Assadotion of Minnesota Standard Spedficallons aectione 2800, 2811. and 2621 dated 2018, or the Went raked edition. 45. These plans, prepared by Suede Engineering, PUS., do not extend to or include eysterne pertaining to the safety of the mnstmetion contractor or It. employees, agents, or representatives In the performance of the work. The sml of Sande Engineering's registered profesionol engineer here. does not exiled to any such safely systems that may nor or homelier be incorporated Into there plane. The conetruction contractor shall prepare or obtain the appropriate solely systems which may be required by U.S. Occupational Safety and Health Administration (OSHA) and/or tocol regulations. 46. Existing Wilkes shown on Ale plan are located oe accurately ore poseible. Hovreme the Engineer does not Tremontee that all utnlities are them, or N shown ore in the exact locations indicated on the pion. It is the Contractor's r.ponsiblilty to ascertain the final vertical and horizontal location of oil existing utilltles (including munkipol water and sewer lines ond appurtenances) and to notify the comae of the utilities a minimum of 46 working hours before darling conetruction In a glen area, requesting location In the field, as exact ae poseible, 01 all Wlitie, which my be offmted by the construction. 47. Ifigeillies 'neon locating wiree on a1 conductive and non-conductive dorm ewer, watery sewer, ond water lin. in accordance with the Wesson/ Rural Water Association (MBNA) Trace Wire Specification Guide and Details (wesernova.com/PDF/TroceeffireSpecGuldeflmthebg.per). Use /12 HOPE-Insulated copper-clad steel wire rated for underground servim. The color of the inmiffing jacket shall be os follom: groundwred, lam mmomegreen, sanitary s.er=green, and water ...blue. Install the wire on the bottom side of the pipe below the spring line. Fasten the wire to the pipe with tape or plas. Les at 5' Intervals. Do not wrap the trace wire around the corresponding Lathy. Do not connect the trace wire to existing corduelive 0601,,. Use CopperheadNyco. 3-Way or Lacking Snake Bite connector, rated for underground direct bury appticatbns or approved equol at oN creasing, or service conemtbes. Tele on connectors are not allowed. Trace dm mud be properly grounded at at dead ends and services. Install grade-level/in-ground trace wire °mess bowee and drive-In magnesium grounding Grades at all d.d ends, services, and Me hydrants. Trace wire acme, boxes droll be color coded es follows storm sewerewgretn, sanitary ....green, end water finemblue. 4e. %USW& Won.° Tea; install detectable underground warning tope directly above ail underground utilities at a depth of 457 mm (18 inches) below finbhed grade, unless otherethe incecated. Underground warning tope shell be 3-Inch,, wide with a minimum 5.0 mil .oral thickness. Tope Mall be manufactured wing a 0.8 mil clear virgin polypropylene film, reverse printed and laminated to a 0.35 mil solid aluminum loll care, and then laminated to a 3.75 mil clear dregIn polyethylene film. The aluminum bonding makes underground assets easy to find using n-fem. locator. Tape shell be printed using o dlogonolly striped design for maximum risibility and meet the APWA Color-Code standard for Identification of burled utilities Use Pro-Une Safety Products (wreproeneeinfety.corn) detectable marldng tope or approved equal. 49.U/trete Powcrinkt Tob,bric., When the concrete hoe hardened serffidenUy check it with etraightedge Surface smoothness deviations dell not exceed 1/4 inch (I worn) from the wtrolghtedge pieced In any direction, including plow-anent along and spanning any pavement Joint edge. ImmedinetelY grind down with on approved grinding machine ore. In a slob .hewing high spots of more than 1/4 inch (6 mm) but not exceeding 1/2 Inch (13 mm) to en Serration that will fall within the tolerance of 1/4 inch (6 mrn) or 1.s. Remove and replace pavement where the departure from the specified crommmtion .wade 1/2 inch (13 rem). 50. lifitiffileovttlammeaLlothransez Meek Manisa. pavement surfaces meth a 10-feet (3-meter) straightedge. Remove and replace any part of the bituminous pavement when the deviation of surface baths. In excess of 1/4 inch (6 mm). After compothion, the thicken,es of ouch bituminous cowmen ohol be within plus an minus 1/2 in. (13 nth) of the iffickneas shown on the Nam. Remove and replaces any part of the bikini.w pavement that Is constructed with lees than the minimum required thickness. 51. Penance! Monies. Tothenes; Lateral deviation from established alignment of the pavement edge shall not exceed plus or minus 0.10 foot (30 mm). Vertical derlotIon from established grade of the pavement shall not exceed plus Or minus 0.04 foot (13 mm) at any point. 52. TameilleletellMie Tope. that be graded to plus or min. 1/2 Inch of the mecified thicken. 53. See ordlitechmel for building waterproofing and foundation domino., 54. Provide as-builts in emordence with aty and Watershed District requirements. Record es-built Information aa constmclion progresses or at appropriate construction interval.. Secure and deliver to the Owner as-built information showing locations, tap, offi in.rt iithations of maintenance hob. cotchbosins, doormats, Inlet end outlet pipe., valve. hydrants, and related structure.. Loa:Rion Um ehall be to permanent landmarks or banning*. 55. Test repods required for project close-out include, but ore not limited to: density test reports, bacteriological tee. on the water system. immure thee the water system, leak tele on the sewereystem, and deflection tests on of l HDPE SITE CLEARING: 1. r P eg erf ,, %rn rn. a n il t. cle e.n orf u rtund h zrIbbreg work In accordance with the provbions of 1/NOCIT Standard Sp.irthation Section 2101. and the additional 2. Clearing la defined as the complete removal and disposal of all portions of natural and ortifidal objectionable material, structure. asphale concrete, mummery. trees, shrub.bushes, windfalls, gram sod, and other vegetation in the deeignoted areas that exist on the mrlace except stomps. Grubbing ie defined as the excavation, removal, and Romeo' of all portions of note.' and °Meld objectionable materials, eruct... trees, One's, bushes, Medals, and other vegetation that exist below ground induding stumps. 3. Clean and grub the meethiction area in advance of the grading operation. Avoid rernovd of trees and surface vegetation wherever possible. Schedule construction in order to expose the smallest erection area of see at any given Ume. Implement appropriate construffion phasing. vegetative buffer strips, on slope grading, and other construffico practices thot minimae eroskon. 4. Btletringeasie Completely remove all stumps. roots 40 mm (1.5 inches) In diameter or larger, buried logs, and all other objectionable material occurring within the lines of the n. building and to horizontal distant. of 4,5 m (15 feet) beyond the building walls. 5. ether Ames Grub all stumps, roots 40 core (1.5 Inches) in ofiameter or larger, boded loge, and all other objeffienathe material occurring within the grading limits to a depth of not lees than 1 m (3.28 feet) below the existing ground mrfoce or subgrode excavation, whichever is deeper. 6. Back. and compact all depressions resulting from the clearing and grubbing operation with suitable material in order to make the surface conform to the original adjacent swims of the ground. 7. Alter the site ha. been cleared and poor to any cutting or filling operations, strip all topsoil and organic soils from arms to be built upon. poved, or where grade. ore to be changed more then 152 mm (6 Inches). Strip the pining taps. to whatever depths encountered. Prevent intemningling with underlying sibs., or other objectionable materiel. Remove heavy growths of greed Iron, argue before dripping. Where trees are to be lert standing, atop topsoil stripping a sufficient distance away Born the trees In order to prevent damage to the mein root system. 8. Stockpile soil to be re-used In en area dear of the new mistruction. Remove .ccs. sell from the site. 9. Construct elockpiler In a manner that will freely drain aerie.. water. Motet:an .ail dockpli. free from debris and trash. Do not obstruct site drainage. Do not exceed a stoekplie depth of 13 feet. 10. Keep the soli stockpile damp In order to prevent drying end dust. 11. Install Offence or other effecUve sediment controls around all temporary soil stmkplles. Locale soil or dirt stockpiles such that the dothslope drainage length Is no lees than 8 m (25 fest) from the toe of the pile to a eurface water, Including stormwater comeeyances soh as curb and gutter systems. or conduits and ditches unless there is a bypass in plam for the starrewater. If remaining for more thin7 days, stabilize the elockplks by muddling. vegetothe cover. tarp, or ottown means. Curing street repair. cover construction soil or dirt stockpiles located cloesr than 8 m (25 feet) to a madeay or drainage channel with tarp., and protect dorm sewer Inlet. with sit sacks or stoked eltlence. REMOVAL NOTES: 1. The eubeurfacs trilby Infommalon shown on this plan le Wfity Gaiety loud D. This quality level woe determined according to the guldefnes of a/ASCE 38-02, entitled 'Standard Guideline for the COleetion and Depiction Of Dieting Subsurface Utiely Dater' by the FHA 2. The locations of miffing Webs ehorn on trio plan are from record Information. The Engineer does at guarentn that off exierthg Wits. are shown or, N shown, exist In the locations indicated on the plan. It b the Contractors responsibility to ascertain the final vertical and horizontal location of oil slating cNilks (Including wirier and sewer lines and oppurtenanms). !batty the Engineer of any discrepancies. 3. The Contractor b solely remonelble for all utak last.. Contact utility companies for locutions of all public and private utilities within the Weft, area prior to beginning mnstruction. Contact GOPHER STATE ONE CALL at (651) 454-0002 In the Minnemporiryst. Paul metro area, or 1-800-252-1166 elsewhere in Minnesota for erect 'earl/one of existing utilities at !sect 48 working hour. (not Including weekend. and holidays) before beginning any c.struction in accordance with Minnesota Statute 2160. Obtain licked number and meet with repreaentaUves of the various Wallets at the cite. Provide the Owner with the ticket number information. Gopher State One Call Is a free Bence that locates municipal and utility company Fn., but does not locale private utility Ins. Un an independent locator service or other means in order to obtain Imotone of private talky line. Including, but not limited to, underground electric cables. telephone, IV. and born eprinIder In... 4. Buildinge, fmturee, surfaces, and other de.riptive references shown on this drooling an, for informotionol purposes only. Field verify all Information relevant to the project prior to proceeding with the work. thel the site and determine ace vile conditions and hazard.. 5. Examine all local condOiene at the He, and amens responeibirity as to the grades, contour. and the character of the earth, ending conditi.. Oink location., and other Kerns that may be encountered during excavator work above or below the tabling grades. Review the drawings. epedficollons, and geotedvnicol report covering this work and become familiar with the anticipated site comet/ens. Notify the Owner and Engineer immediately if any disempancies or unthown utilities are found that impact the design or impair conduction. 6. tingly the Omer aid Engineer Immediately of any changes or unforeseen conditions that could result in additianal mat as soon as they ore discovered so that they eon be properly documented. Failure to notify or covering un-withessed work chatk resift in rejection of claims for additional compeneation. 7. Protect all structuree and landscaping not labeled for dernortion from damage during c.atruction. Provide protective coverings and embower. necessary to prevent damage to edelIng work that Is to remain. Existing work to remain may Include Kerns such as trees, Mm's, e/midis. drives. curbs, uUrbes, buildings end/or other structures on or adjacent to the demolition site Provide temporary fences and barricade. one required for the safe and proper execution of the work and the protection of persona and property. Provide building surveys and seismic monitoring in locaUone where demolition, excavation, underpinning, pile daring, compacting, or similar work le to be performed adjacent to or In the vicinity of existing structure. Reborn any on-site or off -site areas disturbed directly or Indirectly due to construction to a condition equal to or better than the siding condition. B. Irstoll high density polyethylene safety fence. 4 ft. high. International orange, at the Drip Line or of the Critical Root Zone, whichever Is greater, of trees to be preserved. 9. Install construction entrance and perimeter control as soon ea demolition operations allow. 10.11 Material bee.ed to be asbestos or pdychlorinated biphenyl (PCB) or other elmilar hazardous or tondo subetances ore found. Immediately stop work and report the condition to Us Miner end Environmental Engineer in writing. If suspected material is detemdned to be asbestos or PW or a eirnear hozarda. or boric 'vbs.., do not commence work until the material her been rendered harmless or removed. 11. UmR corstrucUan actIvitbs to the consfructkn limite shown on the plans. 12. Perform all work in aemrdence with the lave, ordinances, rule*, regulatiene. and orders of any public authority having jurisdiction. Secure and pay for permits. cow...enlal fow and thens. necemary for the proper execution of the demolition work 13. Prior to the dart of ony dernoliton or. disconnect or amass for the disconnection of utak salvias connections to buildings/structures to be demolished such as water, gas, electric. cable, and telephone In accordance with the regulortiors of the utility mncerned. Re-use of any existing services shell be alsewer. the discretion of the utility other. Seed storm and sanitary .wen laming from structures to be demolished. Coordinate removal of private INthies with each individual utility owner prior to conetruction. 14. Completely remove exieting concrete and mosonry structures that are located within the proposed building and future building expansion area. NI other siding existing sewer and watermain pipe. that as to be obandoned shell either be removed, or completely filled with sand or lean Mx grout. All other miffing sanitary sewer and dorm sewer structures that ore to be obondoned h Mace shoe be oband.ed by first breoling the bottom. of the aboctures and then filling them with sand or lean grout. 15, Dem.eh and remove existing buldirgs, heds, and other structures as indicated. Demolleh existing buildings, structur., feeling., floors. and foundations completely, Including basement. Completely remove deeps, step., porches, porta, and eimilor corthoiction. Completek remove floor construction, including basement., rmordless of elevation. Completely remove dolma., furnace. piping content., debris, and oil other material. from vrithln the existing baserrsnte. 16. Coordinate relocation of tally poles with the local WFAy companies. Restore ony dmtrlc bondhdes, Nebo.. power poles, by lines, or dominions dieturbed by the construction activities In accordance with the requirements of the utility owner. 17. Blasting is not allowed. Demon. Kimono, wails km email mato. 18, thoroughly wet down construction during demolition in order to present the weed of duet. 19, Remove all siding pavement and base material that conflict. with the proposed pavement, grading, and structures. Straight line sow-ort existem bituminous or concrete seaming at the perimeter of pavement removal oreos. 20, Refer to the construction document. for areas of roadways that are required to be disturbed for utility Installation. 21. Remove all endsUng mortem features Ineluding, but not limited to, concrete and bituminous pavement, concrete and bituminous curbing, mammy. fencing, retaining Ovalle, seven walks, concrete apron., db. lighting and Mated foundations, site spedlk demoge and related foundation., bollards, landscaping, and staimays within the construction knits unless ffisorise rot.. 22. All facilities to be removed shall be undercut to suitable subgrade material and brought to grade eith suitable compacted MI material In accordance with the epacificatione. 23. Remove all portable curbs within pavement remmal areas. 24. Remove deb., waste. and rubbish promptly from the wile. On-elte burial of debris le not permitted. Bum no debits on the site. Solvoge material not otherwise indicated to be eau.ed shoe become the Contratoes property owl Is to be removed prcernptly from the site and disposed of in debt accordanoe with Al appicable law. regulations, and/or stake.. 25.0n a nighty bads, leave the wale Ale in a condbon that minimizes the potential for erosion. 28. Provide site security as nmessory In order to prohibit Vandallam and theft during and after normal teak ham throughout the duration of the contract. 27. Maintain vehicular comes to the site for delivery and impection during maned operating hours. Al no point throughout the duration of the contract eholl cirmletion of odjecent streets be blocked without approval by the City. 28. Refer to the Architectural plane for additional rernovob. CITY OF EDINA JAN 1 9 2023 DEPAR TiviLNT 1SW CIVIL AND ENVIRONMENTAL ENGINEERING SERVICES US INTERNET 6444 XERXES AVENUE SOUTH EDINA, MN 55423 DATE REVSION I HEREBY CERTIFY THAT THIS FLAN, SFECF CAT ION, OR REPORT WAS PREPARED BY ME OR UNDER hlY DRECT SUPERVISION MID THAT INA A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE 0 MINNESOTA Ends Mundityk DATE 01/1612023 21468 INFORMATION PROJECT NO 22-556 ERNAII BY Im CHECKED BY on APPROVED BY tivn SCALE gapnc DATE 0111112025 EESCRIFT;ON GENERAL NOTES SHEET 152 C4 22-558 T. , R. , S. Jul DRAWING: \\wryer \ Project° \2022\122-558 US Internet - 6414 Xerxes Avenue South - Edina, MI1\2023-01-16 \22558010.dirg LAYOUT: C4 - General Notes XREF: XREF: survey %REF: Medan SITE GRADING: 1. Visit the site. Become familiar with the site and exkUng site conditions Including available son reports. Thiamine all local conditions at the site, and auurne reaponsibility a! to the modes, contours, and the character of the earth, existing conlfflong, and other items that nay be .countsnael during ...oration work oboe or below the existing erodes. Review the droving, and specHications coming Vie work and become tomato. filth the anticipated site conditions. 2. Unless otherwise noted, all map.. grade. Mown aro finished grade. Finished gr..s at points between epot ekvat1.1 or contours on determined by uniform slopes between ha given grades. MI proposed spot ekvatkne shown at curbilnes ore to bottom of curb (guttertine) sinless 01/NrIVIse indicated. 3. At locatkons where new work connects to existing work, field verify exleUng elevations and grades prior to beginning the new work Match existing grades at constniclion Smite. 4. If groundwater Is encountered In the may.. or If the imposed sole are wet and unstable. contact the Owner er the Engineer for r.ommendatIons front the Geotechnical Engineer. 5. Due to the location of adjacent structures, it may be necessary to apply slope stabilizaU. technlqu. In order to excavate to the final foundatkn elevations. Refer to the geolechnicol report by the Geotechnical Engineer for requirement. regarding acceptable methods. Remove all uroultable oterkl (or.nic soils, uncontrolkd fill, debris, ond natural or ornficial obstructions) In the zone from 1 m (3.28 feet) below the finished .ubgrade to finkhed eubgrade in the proposed pavement mos. Compact bockfill in all utility trenches to 95% Standard Proctor mcoirnurn dry density (ASTM 13698-78 or Al5/163 T-99) horn the pipe zone to within 1 rn (3.28 feet) below the finished bgrace, and 100% Standard Proctor nucdmum dry density In the Anal 1m (3.28 feet). Provide density lade In backlit. and fill. placed beneath footings, slobs, and pavement. At least one compaction test is required for artery 100 feet of trench at vertical intervals not exceeding one foot. B. Compact all fill placed In pavement are. In mordance with MNDOT Standard Specification 2105.3.11 (Specified Density). Compost all fill placed wader bonding. in accordance with the re.mmendations of the Geotechnical Engineer. ft Comply with the requirements of 0.5.11A. 29 CFR, Part 1926, Subpart P, 'Excavation' (www.ogha.gov) 29. Construct all proposed sideslopes with grade. not emeding 3:1 (3 horizontal to 1 verUcol), unless otherwise indicated. 30. Provide pada« droimge oway from Wading, at all times. 31. Teel roll the building and pavement anao in the pr..w of the Geolechnicol Engineer. Perform bose preparation ond test rolling prior to curb and gutter construction, placing of gravel base, and/gravel cub-Dose, bituminous stabilized base, or plant mixed bituminous lose on all street and pavement areas. Test roll the area between 300 mm (12 inches) outside of the bock of the curbs on either aide of the paved areas. Use a heavy pnesrmaUc-tired roller, towed by suitable tractive equipment. with two wheels mooed not lees than 1,800 non (71 inches) opal (transversely canter to center), tire Sae equal to 18.24 or 18.25 (113' wide) Inflated to a pressure of 650 lard (91 pe), and a groin mass of the roller not less than 13.5 metric tons (14.9 tons) and not more than 13.7 metric torn (15.1 tons). Test roll the above specified area In a manner such that each part of the area comes In contact with one of the tine at kast once. Operate the Mani roller at a stood of not less than 4 km/h (2.5 mph) and not more than B km/h (5 mph). The subgrade shall be considered unstable If, at the time that the henry roller paesea over the «bgrade, the surfoce chows yielding or rutting of more than 50 mm (2 Inches), measured from the original surface to Do bottom of the rutCornet any soft spots or divorcement. which appear during the teat roiling by scarifying, °grating or watering, and roc...tine as required to obtain stabinty; or by excavating to cold materiel and baddillIng withmaterial suitable for Mao construction. Remove material such as vegetation. rubbish, large stones. peat, and wet clay. Retest the area after .rection. No test roll shall occur within 10 Net of any subsurface dorm water retention/detention mem. 32. Perform soil correction procedure. and compocUon In accordance with the soils report 33. Remove all fill soils from beneath all building foundations and their 1 to I horizontal conniving area. Nolo. with on engineered All. Refer to the Geotechnical Report for details. Coordinate Inspection and approval of the bottom of all foundation excavation, with the Geotechnical Engineer. 34. Coordinate inspection and opproval of all subgrades within the bulking and pavement areas with the G.technical Engineer. Coordinate inspection and appnaval of all fill material, prior to plosion.« within the bolding and penmen' areas with the Golechnical Engineer. Use only uncontaminated fill material. 35. Conduct on grading operations in a manner that minimizes the potential for site erosion. 36. Grade the Me to the finished elevations Morn . the pion. Import embankment material, or remove and dispose of excess asmaterkl ea 'squired. Provide wade areas or disposal sites for excess motional Including, but not limited to, excavated material or broken cancrvto that Is not d.elreble to be incorporated Into int rook involved . this project. Deterntinatkn of material Import and export quantities ts eddy the r.ponsibroty of the Contractor and the coat of material Import and export Is incidental to the contract. 37. Scarily areas to r.eho aggregate surfacing to a minimum depth of B Inch. and compact to 95% Standard Procter Maximum Dry Density (ASTM 0698) with the moisture content al the soil at the time of compaction not less thon 2 percentage points below and no more than 2 percentaee points above the conte moisture content. 38. Protect existing trees In the boulevard during emotructIon by installing temporary fence around them. 39. Inotoll high density poiyethylenc eafety fence, 4 ft high, international orange, at the Drip Uoc or at the Critical Root Zone, whkhever 13 greater, of significant trees/woodknda to be preemie.. 40. Structurally support exterior ohm, dorms, and dabs at each entry into the binding on frost-depth foundations bearing on footings at ked 5 feet below final grade. Securehy tie the foundation walls to the rcoUngs with steel reinforcing so that any frozen soil adhering to them does not heave them off of their footings. Floor lr,ulatlon along all Odes of the verticol foundation walla In order to prevent freezing of the bacilli to the walla. Provide at ban 4 Inches of void apace between the bottoms of the step, stoop, or dab and the underlying son In order to tallow for eon heave. Dowel all abutting walkway. Into the stoops. 41. Tokroncee The compkted eulograde under siaba and pavement creco shall be compacted, free from irreguks «dove <hang., and fine-graded not more than 16 mm (0.05 feet) above or below the specirkd subgrode ekvation. The .tipried ...grade in other are. shot be compacted, free from Irregular «dace change, and fine-groded not more than 30 mm (0.10 feet) above or below the opeoHisci «Mpg. devoUon. The completed top of topson shall be compacted, Are, from Irregular surtow changes, and fine-graded not mole than 16 nun (0.05 feet) above or below the specified finished grade elevation. 42. Choose equipment and work procedures that will not dietab the sobered. sone. Route c.druction traffic away from foundation soils and areas of ponernents and slabs in order to minim. soil disturbance. H the construction equipment causes reciting or coil pumping, then switch to other types of equipment or melba.. The Contractor to solely responsible for the proper rolectico of conetmchon equipment in order to avoid disturbing .011. on the site. 24.11 le typical to obbrevide spot derotione. Elevatione Mown or 12.8 or 12-1 ore understood to mean 912.8 Of 912.1 respectively. 25. Protect oil newly graded or.s from baffle and erosion. Keep all newly graded areas free from Mash and debris. 28. Repair and reeetoblIsh grades In .tUed, eroded. and rolled crane. Restore erodes to the specified tolerance. Re-seed and re-mulch turf 27. Scarify, reeham, resurface, and revamped to the required density all areae dIelorbed by 'subsequent conetructran operations or adverse weather. CONCRETE SLAB NOTES: I. Ni materials required for thin work shall be new material conforming to the requirements for dos, Mod, grade, eke. quaky, and other detail. sp.111led herein or a. shown on the Plans. Do not use recycled or salvaged elegregarc, 0441011k pavement crushed <orkeete, or scrap shingles Unless chord. indicated. the Contractor shall furnish oil required materials. 2. Compact e thick aggregate base in accordance with MNDOT SPEC. 2211.3.D.2.a. 3. Concrete far Exterior Slobs and Pavements. Portland cement concrete for exterior slake shall have a 31 14Po (4,500 pet) minimum 28-day compressive strength with on Or content of 5.5% [h1.5%] of the measured volume or the freshly mixed concrete rod a slump range of 2.-5'. NI concrete shall be In accordance with IANOOT Standard Specification 2461. mho 3F52. Refer to the ONDOT Specifications for complete mh requirements. U. a water/cement ratio of 0.45 or less for c.crete exposed to dekers. Concrete aggregates shall be free of organic 'moraine, chert, shale, or °U. deleterercue «batons« 4, Concrete Sealer Apply TK-111-NOTE 28 W Chlorinated Rubber Epoxy Concrete Treatment. or approved equal, to all extol. portland cement concrete pavement. IX-TRI-ROTE 26 W Ie a special formula of chlorinated rubber and epoxy manufactured by TX Products Construction Coatings (www.tkproducts.corn). It is formulated to cure, sod, and harden concrete. 5. AI .ricrele eta. shall be as Indicated on the plane, but not less than V thick with 6 inch x 6 inch - /10//10 wire size welded wire mesh reinforcing. 6. Divide exterior globs Into square panel, of uniforn size generally containing not more than 3 square meter. (36 square feet) of area. 7. Provide preformed exponelon nts using 0.5' thiamine at locations where the concrete adjoins any exioUng fixed objects ouch ao existing pavement. walls, building kundaUons, or joi other rigid etnkturee. 8. Concrete reinfor.rnent volt consist of gahanhed steel nre, rode, and bars. These corr.ion reeletant concrete reinforcing products shall be produced by botch hot dip gahranhing or by continuous hot dip galvanizing. In either wee, zinc coaling, provide Ione lading .rrovian protection. Zinc coated reinforcing steel shall meet the requirements of AST11 A767 Zinc-coated (galvanized) steel bars for concrete renformnent and ASTII A1094 Spedficatko for continuous hot-dip golvanIzed 'teal bore for concrete reinforcement. WATER DISTRIBUTION SYSTEM: I. Sonoratko of Weer and Sewer Construct sewer and water services In accordance nth Minnesota Rules pad 4714.720 and 4714.721. Provide a minimum horizontol seporotion of 10 feet between all eater and loser lime, including manholes. catch losing, dorm norer, sanitary rover, &oinks, or other potential sources for contamination in accordancewith Minnesota Rules pad 4714.609.6. Measure the seporotion dietonce from the outer edge of the pipe to the outer edge of the contamination mace (outer edge of stouctures, piping. eto.) At wider and sewer crossings. the bottom of the water pipe Located within ten feet of the point of crossing most be at least 12-Inches oboe the top of the sewer. When this le not fmrible, the sewer pipe material mint be approved for use inside of or vOthin a bulking In accordance with the requirements of Minnesota Rules part 4714.701. Only ASTM 01785, D21355, 1891, or F1488 Schedule 40 PVC may cross above or leo. than 12 inches below potable water lines (see Minnesota Rules part 4714.720.1). No joints or convection, an. allowed on the water Iia within 10-feel of the crossing. 2. Watoonaln MOM Maintain 8-feet of cover over the top of the water Ones to the finished grade. Verify elevation of proposed and existing water lines at all utility crossing.. Install the water lime at greater depths In order to dear storm sewer., sonttary sevens, or other utilities as required. Include costs to lower water lines In the base Old. 3. Dtidafectiox Midget an .rnpleted welcoming In accordance with AIWA Standard 0651. If the tablet or continuo. feed methods are used, disinfect the completed watermain with water that contwine at feast MRgra of available chlorine in oasordance with Minnesota Rules pod 4714.609.9. Do not use the tablet method on solvent-welded piastic or on soneed-jelnt .tea pipe because of the danger of fire or explosion from the reacUon of the faint compounds with the calcium hypochlorite. Retain the treated water In the pipeline for at level 24 hone Ircoeure the chlorine ...dual at the end at the 24 hour period. The tree <Alpena residual must be at least 10 mg/I measured at any point In the The. Lleagurement of the chlorine concentration at regular Intervale «an be In mordance with Standard Methods, AMIA M-12, Of Wing oppropdate chlorine test Ills, 4. Testing: Pressure test and perform bactericiogical tests on all water linea under the supervision of the City Public Works Department NotNy the illy at least 24 working hours poor to any testing. Pressure test the water system tat the with Winrosoto Rules pad 4714.609.4. Pressurize the waterline to a water meson, of 1034-kPa (150-.1) gauge preseure (measured at the point of lowest elerction) by moons of a pump conn.ted to the pipe In a satisfactory manner. Do not add water to the «kopek In order to maintain the required preeoure during the water mob pressure testing. Ifiniarctio Droartment cl I show and Induehy. The test section of pipe shall withetand the teat without leallng for a period of not less than 15 minutes. 111..00to Department of lima: The wotermain shall be pm.. ter. at 150-psi for at least two hour. with not more than a 2-psi premium drop during the last hour of the test 5. HI water supply piping connected to municipal water main mud have a 150 psi minimum pressure rating. 6. Copper tube for water services must comply with AST.. 1388 and shall have a weight not less than Type L (In ac.rdence with Minnesota Rules part 4711.604.2). 7. Polyvinyl Chbride (PVC) Bonding Water Services must comply with A5711 01785, A5711 02241, or AIWA C900; pressure rated for water (S. Minnesota Rule. pad 4714.604). Do not !WM PVC water service pipe under or within any building, structure, or pod thereof. 8. Polyethylene (PE) Bonding Water SeMces most comply with the requirements of AIWA Standard 0901; pressure rated for water (See Minnesota Rules pad 4714.604). Do Dot instal PE water eervice pipe under or within any building. Much., or part thereof. PE pipe ranges In nominal she from 3/4 In. (19 mm) through 3 In. (76 mm) and conforms to the outside-diameter (00) dimenvions of iron pipe size (IPS). PE tubing ranges in eh* from 3/4 in. (19 mm) through 2 in. (51 mm) and contortms to the 00 daneneions of copper tube she (CIS). 9. Woke Iron pipe (DIP) soler s•Mces must comply with MYNA C151/ANSI A21.51 or AIWA 0115/ANSI A21.15 (See Minnesota Rules part 4714.604). Use Thickx., M ea SO DP with push-on joints. Use petroleum resistant gaskets, Nitrite (NOR), or approval equal. Use only ANSI 316 stainless steel bobs and note on all «Lennon fittings, mho, and hydrants. The exterkr of ductile Iron pipe shall be coated with a layer of arc-sprayed zinc per DO 8179. 10. polyekylene Sheet Or Tubes For Corroglon Protection Of Buried Ductile tram Polyethylene encasement Is required on oll boded ductile Van pipe, fittings, sabres, and other appurtenance.. Polyethylene encasement met comply with AIWA C105/ANSI A21.5. Use V-Ko Enhan.d Polyethylene Encasement (v<ww.mcwoneductile.com) or °moved equal. 11. PoThinvl Chloride MCI Wotemoto Use AWWA C900 for all PVC «domain fornlehed with integral daelonteric bell and epigot joints; minimum promote Class 150; dimension ratio not greater then 18; laying length 20 feet EBAA Iron, inc., 'Series 2000 P/ klegalug; or approved equal for rennin! on C900 PVC watermain. Use only ANSI 316 stank.a steel bolts and nuts on all waterrnain fittings. vetiver, and hydrants. 12. Use mechanical joint restraint deme. for joint restraint . oil waterrnain bends booing o vertical or horizontal deflection of 22-1/2 degrees or greater, an valves, stubs. extensions, blinding ServiC139, tet, .osses, plugs, an hydrant valves, and oIl hydrants in ccordance with Coy requirements. Use 'Series 1100 liegalue manufactured by BMA Son Inc., Eastland, Tercet or approved equal, indolkd In accorda a nce with manufacturer's recommendations for restraint on Wale Iron Pipe. Restraining dart., me to have epoxy coating or approved equivalent. Refraining device hardware shall be ANSI 316 etainless steel, or approved equivalent. 13. Waterman Votves At all vane 1000000. which require a le ar smalkr valve. Install gate voNes whkh are of the compreadon reeillent seated (CRS) type. Use American Flow Control's Series 2500 D.Ule Iron Resilient Wedge Gate Valve, or approved equal. Gate vol.. shall conform to AMNIA 0509, Install can Iron valve M. conforming to AS11.1 AM at each naive location. Valve boxes shall be the three-piece type with 5-1/4' shaft, U. Tyler 61360-G with No. 6 hoe, or equivalent. Valve boxes shall have at least 6' of adjustment above and betow fiddled grade. Drop mere an valve boxes shall be round and bear the word 'WATER' cast on the top. Use bier 6860-C "Stayput* covens with extended Old, or equivalent AN valve hardware ,hag be MIS 316 et oinks. sleet or approved equivalent 14. GurbYstbraandtiossai Use Lluelkr N-10334 extendon type curb box with Minneapolis pattem base, Cf approved equal, at all t' through r curb stop Roane.. Stationary rod le required on 01 curb nom. U. M.O. Company Mark II Oriseal No. ii-1515414 curb stop, or approved equal, and Ital.. Mel stem rod. IS. Trace Wire. Install locating wires on all conductive and non-conductive storm sanitary sewer, and water lines In accordonce with the Minnesota Rural Water Assockrtion (IARIVA) Trace WireSpecific:anon Guide and Details (vmernrwo.com/PDF/Tra.MinoSpecCuldeFinalweb9.01). Use /12 HOPE-insulated copper-olod steel Ore noted for underground service. The odor of the insulating jacket shall be as follows groundured, storm sewer=green, sanitary sewer-green, and water line.-Nue. Install the wire en the bottom side of the pipe below the spring line. Fasten the wire to the pipe with tape or daelk Ike at 5' intervals. Do not wrap the trace wire around the oarresponding sanity. Do not connect the tnw wire to existing conductive Alines. Use Copperhead Dryconn 3-Way or Locking Snake Bite .nn«tors rated for underground direct bury applications or approved eq.I at an crossings or service connections. Twist on connectors are not allowed. Troce wire must be property grounded at oil dead end. and services. Inetall grade-level/In-ground trace wire access boxes and drive-In magneclum grounding onocks at all dead ends, servicee, and fire hydrants. Trace wire once. boxes shall be color coded as follo.: Moroi sower=green, sanitary sew...green, and water IS...blue. 16 Detoutobliktarntiola.; Inetoll detectable underground warning tape directly above all underground Wkn at a depth of 457 mm (18 Inches) below finished grade, unless otherwise Indicated. Underground coming tape Small be 3-inches vide with a minimum 5.0 mil overall thickness. Tape shall be manufactured using a 0.8 mil clear virgin polypropykne film, reverse printed and laminated to a 0.35 mll sold aluminum tot core, and then laminated to a 3.75 mil clear virgin polyethylene film. The aluminum backing make. underground assets easy to find using a non-fernaus kooks Tape shall be printed using a diagonally striped deeign for maximum visibility and meet the AMA Color-Code stondard for identification of burled utilities. U. Pro-Un Safely Products (wsnsprolinesafety.em) detectable marking tape or approved equal. 17. Threaded hose connections including hose bib. and hydrant! 'noel include a back flow prevention device In accordance with Minnesota Ruin. port 4714.0603 and UPC part 603.0. Wall hydrants most nowt ASSE Standard 1019 (see Table 603.2). Where permitted by the odrninistrative authority. wail hydrant. rroy alike non-removable ASSE 1052 backflow prerentere or non-rernimble ASSE 1011 vacuum breakers and provision le mode to protect from freezing (en. Llim.ota Rus, Chapter 4714, Sections 603.5.7, 312.6, and 301.1.2). 18. lend Corded; All nerdy Installed or replacement pipes, pipe frtUngs, plumbing fittings and fixture, including boklow prevent., that ore Installed on potable water eystme or 'systems that are designed to dircibute water for potable use, arc required to meet the Reduction of Lead In Drinking Water Act, sinkh establishee a maximum lead content of 0.25 percent by weighted average of the wetted surfaces See kennesota Rules pod 4714.604.2. Solder and flux for potable water systems shall contain le. than 0.2 percent lead. JoInte mod Include non-moorslve non-toxic poste-type flux complying with A57/4 0613 (see Minnesota Rules, Chapter 4714, Section 605.1.4). 19. Bring oil site OM. to 2' outside of the bonding The Olin the emotion of the water service. Extend water "nice loth the building and up through the floor to the flange for the water mites Do nut inetoll Pot water ognAce pipe under or within any bulking, structure, or part thereof. 20. On not exceed the manufacturer's specifications for curvature of pipe and deflection at pipe joint. Securely oboe all open ends of pipe and fittings With Watertight plugs when work Is not in programs. Keep the interior of ail pipes dean and remove any dirt or &DM from joint surfaces after the pipes have been lowered into the trench. Install all valves plumb and located according to the plans. FILL, BACKFILL, AND COMPACTION: 1. The Contractor shall retain the services of an independent Testing Laboratory in order to perform continuaus full-time err-Ste geotechnkal observation during shipping, rough grading, excavaUng, filling, and bockfilling operations. DO NOT common. or perform any of this work without the presenw of the Tooting Laboratory. 2. The Contr.tor doll retain the seMce. of an Independent testing loboratory to perform analysis of fill materials and denetty testing. 3. Perform di fill, back.. and compaction in ...rd.w with the recommendations of the Geotechnical Report. 4. Mow no standing Seder In areas to receive fill or backfill. Keep areas free of water during placemoot and compacnon. Do not platy backfill or fUl material on «dotes that ore muddy, frozen, or that contain frost or iv.. 5. Prepare ground surface to reed. fill by ramming vegetation, debris, unsallslactory .11 antedate, mud, and otntrucUons. Correct any soft or urntable spot. by scarifying, wetting or drying, ond co panting the upper 0.6 m (2 feet) of the subgrade to density requirements for the backfill material. Use a smooth drum vibratory roller for final compaction. Remove soils that connot be consolidated to provide a firm layer of support, and reptiles them with suitable material. Scarily as required ea that fill material will bond cell The exbUng eurfoce. 6. Maintain the moisture content of HI and backfill within is 3 percent of the optimum etch that the required degree of amPostiort inn be obtain.. Sprinkle colter on the eurface of eubgrade or kyers of soil material where soil le too Ory to permit compaction to the required density. Remove and replace, or scarify and air dry, sol material that is too wet to permit commotion to the required density. 7. 14,.°ran thereof. t ialkcs the fit layer to exceed 0.3 meter. (I foot) without teriUng the fill layer. Mktimum number of teats are per unit area per frtt or 8. If sober.ee or fills that have been placed ore below specified dusky, provide additional compaction and testing totil «torothe or fills meet or exceed specified density at no additional expense to the Owner. 9. Snl Correction; Remove all unsuitable fit le from beneath the bonding footprint. beneath all bundling foundations, and their 1 to 1 horizontal overvizing ar.. Replace with compacted engineered fill material. Refer to the 'C.2 Design Considerations secUan of the Geotechnical Report for &toile Coordinate inepection and approval of the bottom of all foundatko excavation. with the geotechnical Engineer. COMPACTION REOUIREMEHTS ITEM DESCRIPTION METHOD OF TEST (STANDARD PROCTOR) MINIMUM pERCENT Of MAXIMUM DRY DENSITY MINIMUM NUMBER CP TESTS PER 0th AREA PER UFT Natural Subgrode Surfaces at the bottom. of excavations ond bottoms of footing lamellae ASTM 13690 95% 1 per 418 eq. meters (4,500 eq. ft.) and 1 per column pad location General Balding Fill Non-structural or.. beneath the building slab outside of the 111 overeize zone below the footings ASTIR 6898 98% 1 per 84 eq. meters (900 sq. ft) Footings Within the 1:1 oversize zone below the footings ASTM D698 98% 1 per 15 meters (50 feet) an center and 1 per column pad location Exterior Sid. of Foundation Wells Backfill on exterior sides of foundation coils (non-structural areas above the top of the footing devotion) ASTM D696 95% 1 per 418 sq. meters (4,500 sq. ft.) Fill Under and Within 10 Feet of Either Side of Pavement and Concrete Areae External, non-eturctural cr., zone from the bottom of the Tl and backfill to within 1 rn (3.28 feet) below the finished subgrode AS111 D598 95% 1 per 418 eq. meters (4,500 sq. ft) Fill Under and Within ID Feet of Either Side of Pavement and Concrete Areas Extemol, non-sturctural areas, the zone from 1 m (3.28 feet) below the finished subgrade to finished subgrade ASTM D698 100% 1 per 418 eq. meters (4,500 sq. ft.) interior and Exterior Slabs, Stoops, and Ste. Fill placed which supports Interior ond exterior concrete Sobs, stoops, and Steps (outside of the I:1 oversize zone below the footings) AS114 0898 95% 1 per 418 sq. meters (4.500 eq. ft) Lawn or Unpaved Areas Under lawn or unpaved areas ASTM D698 so% 1 per 836 sq. meters (9,000 sq. ft.) CITY OF EDINA JAN 1 9 2023 FLANNING DEPARTMENT / 1 ( 141W CIVIL AND ENVIRONMENTAL ENGINEERING SERVICES US INTERNET 6444 XERXES AVENUE SOUTH EDINA, MN 55423 FTE BE 01-slo, I HEREBY CERTIFY THAT THIS FLAN, SPECFICAT ION. OR REPORT WAS PREPARED BY /.1E OR UNDER I.IT DRECT SUPERVISION AND THAT 1 AMA PAY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE C. MINNESOTA Lu) z ta4= Enant..11.Anto, DATE 01/1E/2023 NO 2240 11110.F1,1STIC., FRC:ECT 110 22-5f£ CRAWII BY In CHECFEDBY Os APPRC.VEDE. V. ;CALE graph, DATE 01112023 CEF., T ADDITIONAL NOTES SHEET C5 I 22-558 T. , R. , S. JM DRAWING: \ "neer\ Projecte \ 2022 \ /22 -558 US Internet - 6444 Xerxes Avenue South - Edina, LIN \ 2023-01-18 \ 22558C10.dwg LAYOUT: C5 - Additional Notes XREF: building; XREF: survey; XREF: ',Replan FABRIC COLOR SFOLL BE INTERNATIONAL orturcE 1051 SECTria II TRAP POSTS PM TIE TOOL-MLR PERSPECTIVE VIEW 2 INCH sauARE nAROW000, RHE, OR STREAM T- OR U-SECTION STEEL POSTS DO NOT MEW NOXIOUS POST SPACMG OF 4 FT. 0.0. ISO Nus ORECTION OF SURFACE nos sEOTIGTLE FABRIC IN ACCORDANCE WITH ISIDOT STD. SM. 3856 FOR SELF SUPPORTING SILT FENCE REOFOOCE WITH SNOW FENCE, WRE Nast. OR SRF MASTIC FENCE IN AREAS straw CONCENTRATED dais 5004 illi1o01 AS STALES, Ertoas, 14 Miff OF CUMERrs ANI CATCHBASINS) LAY INC Finite AGMIST SEES MD BOTTOM Of THE MENG. 8401011 ASO COIPACT With A VERATORY PAM COIATACthe FATIPC er SOIL usE LATH MO STAPLES 10 ATTACH FA900 TO MOW Pasts. USE TE 0R6 TO ATTACH FABRIC TO STEEL POSTs. ISE HOG &ES TO ATTACH FABRIC TO WRE MESH SILT FENCE INSTALLATION 614e11011 SUPPORT POST er sot SECTION VIEW 1 TO 2 INCH OUJETER -.."" WASHED ROCK, WIDOT STANDARD SPECIFICATION 3137 CA-1, CA-2, CA-3 OR EQUAL COARSE AGGREGATE PUBLIC 0 INCH MINIMUM THICIOIESS 50 FOOT MINIMUM LENGTH MNOOT STANDARD SPECE1CADON 3733 TYPE V PERMEABLE GEOTEXTILE FABRIC MATERIA. BENEATH THE ROM • • -",444500- . st•IN Four MINNUM WIITTH 24-INCH HIGH CUr-OFF DIKE WITH MAXIMUM SIOESLOPES OF 4:1 TEMPORARY ROCK CONSTRUCTION ENTRANCE KS EMARCNIENrit 2631 CNTIMELL Roth RICHMOND, VA 23234 503-448-3636 PHONE 504-271-3074 FAX NOTES: 1. USE ACF EMARONIENTAL SL150001 sEGMENr COHIROL DDSCE, OR A6PRalic0 EQUAL 2. ripest% ea in KUMAR RCM (40 .46.1N/S0 FT.), AVENGE moth broserirl ECG_ TO 1636 Les./In, ASTM 0-4884. USE RECTANGULAR saissCe ON er.CTSAKEUR reds. USE ROUND SLTSACK ON ROME mins. 3. math AND MAPTTATN 51.1401 IN ACCORDANCE WITH MANUFACTURERS FrEcoNIENOADONS. CATCHBASIN INLET PROTECTION REOTAHOUIAR PLAN PAPERIE_AME USER pod PIAVE. RUBBER OR ENWIEERED CLAY) SuposiDed BEIN -IL- 12" MIN. OBIDE 111,011101 Ifx8' WOE SLOPES 61 OR FLARES OR AS REO'D TO CONTAIN WASTE CONCRETE TYPICAI SFC110N IDECEILIE I. SEE 0109CII CORM- RAM FOR LOCUMS OF CONOCIS MGM. K.. S wee or ad nor WOVE VMS 9613 or arm no edam w 00wows Kano, wags) soil BE *ROOM ewe na Asir Celentlt RACIarart ax so a we& M.C100 awns rya s ROOMED AU OE sans P0.11(5) SIOR 5441 E PALM AT 11C eacensanoN ordwar. & reams Awak FISMOS MR TO POORE he 12001121 OF DE LOR,ETE 1.9101.11 WAS CREPORM COXEROE MOO NO MP RCS • =CORM RAMIPL .41 E MUM N PER•ETER SCRY ERSTROTION. CONCLE.32312.6old • TRW ORM WSW. SHALL r MI.11. 041,003 01 CILL4103 O. JO IROM6Yrt tO WORM i KR WM) OaR7isis 7. DO OF CONORIETON..41 COKEETE 1601E F.1 BE FEE., Mil UTE NO DEPOSED OF Kr ASSAM WASTE sne. stew EWER Av ItlSOIR 200 a mud, as awe . y's sea e spasm ern so mese CONTI. WERE • DORM STOW NO OEM MO AIM ALL STOW DOM OLLW-OLR OR CO. ..von 1w ecus. To PRUCTE DAMS TO PRIV. Oe-Ros. ON-SHE CONCRETE WASHOUT AREA COMPACIlth DIMAIGENr .ala g. CONSTRUCTION SEQUENCE 1 Delineate the location of areas not to be disturbed (e.g. with flags, stakes, signs, silt fence, etc.) before work begins. 2 Establish sediment control practices on ail down gradient perimeters before any up gradient land disturbing activities begin. These practices shall remain in place until final stabilization has been established. 3 Install all perimeter sediment control devices and construction entrances. The timing of the installation of sediment control practices may be adjusted in order to accommodate short-term activities, but sediment control practices must be installed before the next precipitation event even if the short-term activity is not complete. 4 Contact the City for approval of the sediment control devices. 5 Rough grade the site. 6 Install utilities. 7 Install pavements. 8 Install lawn and landscape. 9 Restore all disturbed areas. 10 Clean all storm sewer and conveyance systems. 11 After all disturbed areas are stabilized, obtain approval from the City and/or Watershed District. 12 Remove all temporary sediment control devices. EROSION PREVENTION PRACTICES: 1. Delineate the location of area* not to be dithsrbed (e.g. with flag, dukes, signs, sat fence, etc.) on the derelopment site before work begins. 2. Avoid tellIOMI of trees and eurface vegetation wherever pomade. Schedule conetruction in order to expose the smaBest practical ore, of soil at any given time. Implement appropriate construction phasing, vegetative buffer stripe, horizontal elope eroding, and other construction proctkes that minimize erosion. 3. Following Irani soil disturbance or redisturbanee, complete permanent or tenthonary stabilization against erosion due to min, wind, and running water ae won os pude., but in m case later than 14 calendar days, on all disturbed or graded areas including eturnwater monegeownt pond sleekest,. Th ie requirement dose not apply to those areas that are currently being used for material storage or for those areas on wMeh grading, site bolding, or other construction oat/Wile are actively underway. 4. Provide tenworory grate seed cover on all tope-ell etotkplies and other areas of stock:Tied excavated material in order to prevent soil erosion and rapid runoff during the construction period. Prolonged period. al open, bare earth without groae cover Al not be permitted. debrise ail dieturbed grsenspou or we with a minimum of 4" loped) immediately after final subgrade completion. Seed and match, or sod and stoke these area. within 48 hours after completion of final grading work (weather permitting). 5. Stabilize all disturbed areas to be peed using early appikation of gravel Wee. 6. Apply necessary moisture to the condruction area in order to prevent the spread of duet 7. In areas to be permonentty stobiraed, landscape with decorate,. rock, plantings, and sod. Refer to the approved Landscape Plan for design and details T. The street ell be swept dean before the end of each day of active construcnon, when sediment is tracked into the abut. 9. Areas with dope. greater than 3 to 1 and twos next to wetlands/waterbodies graded or exposed during construction shall be protected with temporary vegetation, mulching or other moue as soon os procUcal 10. No concrete washout shall ocur on site unless it is done with an approved lAnneuto Pollution Control Agency (11PC69 device or dondard. 11. Stockpile. shall be surrounded with adequate perimeter control to prevent sedimentation and .rowan. 12. Site shall be kept deon at all lanes and refuse properly untreaed. 13. Temporary pumping shall not be permitted without the use of on opproved Minnesota Poihrtion Control Agency (MPG) device or standard. 14. The contractor shall Inspect, on a wieldy bads and after nM rainfall greater than 0.5-Inchee, al erosion control devices and male any repairs Immediately. An Inspection log shall be kept on site detailing these inspections and repair. preformed. SEDIMENT CONTROL PRACTICES: 1. Implement sediment Centrd practices in order to minimize sediment from entering surface rater., including curb ond gutter systems and storm drain inlets. 2. Install oil temporary or permanent sediment control Maser& including silt fence at perimeter of constnicUon, gods 9, or candler land-disTrdngnir lil"rOctke.Ct aarlIderkn'eenth InletsntgartrC'fece4 runo'nntlin? 'thm d1111‘.'nrte'd9. anwe. 3. Establish sediment canted procUtes on all dew percent perimeters befue any up gradient kr& disturbing merit. begin. Thew practices must remain In Pace until final dabilizotion hes been established. 4. The tinning of the installation of sediment control practices may be adjusted in order to accommodate short-term octivilies. but Peddled control poetises must be installed before the next precipitation went even if the short-term &Wry Is not consists 5. If the down gradient treatment system becomes overloaded, Metall additional up gradient sediment control practices or redundant BLIPs in order to eliminate the overloading. 6. Before &Pining conettuction, Install a TEMPORARY ROCK CONSTRUCTION EN1RANCE at each point when vehicles exit the eenetruttion site. Use 25 mm (1 Inch) to 50 now (2 inch) diameter rock. kINOOT Standard Specification 3137 CA-1, CA-2. CA-3, or equal Coarse Aggregate. Place the aggregate in a layer at lead 152 trim (6 intim) thkk OCIOSS fhe enUre width c4 the entrance. Extend the rock entrance at lust 15 m (50 feet) into the undruction WI*. Use a SHOOT Standard SpedficaUon 3733 Type V peeneable geotexthe fabric material beneath the aggregate in order to prevent migration of soil into the reek from Wow. Maintain the entrance in a condition that will prevent traddng or flowing of &decent onto paved roadways. Provide periodic tea dressing with oddillonal done as required. Clow entrance. not protected by temporary rock construction entrances to all construction traffic. 7. If neuwary, Mean the wheels of canetrucUon vehicle. In order to nane. soils before. the vehicles leave the construction site. Wash vehicle. only on an arm stabile& with stone that drains Into an approved sediment bopping device. 8. Remove all sons and sediments tracked or otherwise dited onto adjacent property, pavement area.. sidewalks, strode, and talky.. Romero)l shall be on a elaily bode throughout the duration of the condrucUon. Clean paved roadway. by shoveling. wet-weeping or dry sweeping. 11 neuesary, paved dela.. In order to loosen compacted !ailment material prior to sweeping. Haul sediment material to a suitable disposer area. Street washing is allowed only after sediment hoe been removed by shoveling or sweeping. 12. 4111 Stnekplie. Inetall salience or other effective sediment controls around oil temporary soil dockples. Locate soil Sr dirt rtackpiles such that the downelope drainage length Is no Mee than 8 m (25 feet) from the toe of the pik to a surface water, including storrnwater conveyances such as curb and gutter systerne, or wields ond ditches unless there is a bypass in pace for the dormwater. tl remaining for more than 7 days, stabilize the docket*" by mulcting. vegetative woven tarps, or other means. During cheat repair, cover conetruction aril or del stockpiles located dour than B m (25 feet) to a roadway or droinage channel with tarps, and protect storm sewer inlets with de. maks or staked silliente. 10. Mild.. Install silt fence along thetour (on a level horizontal plane) with the ende turned up (.1-hooks) Al order to help pond water behind theconfence. Install the silt fence on the uphill side of the support posts. Provide o poet spotting of 1.2 on (4 feet) or lees. Drive posts at lead 0.6 m (2 feet) Into the ground. Anchor the sit fence fabric in o trench at lead 152 mm (0 inehee) deep and 152 not (El inches) wide dug on the upelope side of the support pods. Lay the fabric In the trench and then backbit and compact with a vibratory plate compactor. Make any splice. In the fabric at a fence post. At mike., winker the fabric at Waal 152 mm (6 inches), kid it over, ond securely fasten it to the fence post. Silt fence supporting pods shall be 51 mm (2 inch) square or larger hardwood, pine, or *tended T- or U-section sled posts. T- or U-section steel posts shall weigh not Is.. than 1.8602 kg per meter (1.25 lb per lineal foot). Pods shall have a nfirenum length of 1524 rnm (5 fed). Poets shall hove projections to fulfils& (adenine the fabric and prevent slippage. Geese-111e fabric deli meet the requirements of MOOT Standard Specification 3886 for preamernbled silt fence, famished in a continua. roll in order to ovoid edit& &dee& fabric shall be unfit= In texture and copiousness and have no defects, flaws, or teary. The fabric chat contain sufficient ultraviolet (I1V) ray inhibitor and Molaroters to peede a minimum two-year service Pe outdoors. Fabric color shall be international orange. 11. Maintain an temporary erosion and sediment control devices In place until the contributing drainage area hoe been stabilized (hard-surfaced arms paved and vegetation established In greenepace). Repair any tilling, gulhc formation, or washouts. After fine establishment of permanent etobilisaUon, remove al temporary synthetic, structural, and nontiodegredable entelon and eediment control devices and any accumulated Sediments. ? t am= Oft , lt:.. ii i . icstore permanent sedimentation basin to their design condition Immediately following 12. if &watering Is required ond sump pumps are wed, all pumped water mad be discharged through a sediment cordon device such os a &watering bog or other appropriate focally prior to leaving the conettuction eke. Proper energy Masipthan must be provided at the outlet of the pump system. POLLUTION PREVENTION MEASURES: 1. Sold Waste: Gime& of edlected sediment asphalt and corerete mllMgs, floating debris. paper, plastic, fable. conetruction and demolition debris, and other wool. properly off-site in compeonce with Minnesota Pollution Control Agenry requirements 2. Hazardous klandaki Property store oil, gasoline, point and any hasardoun eubetrocee In order to prevent spine, loath or other discharge. Include secondary containment Restrict access to dosage awe In order to prevent vandalism. Storage and disposal of hazardous materials must be in compliance with MPG regulations. 3. fither6021.11121E Dispose of unwed bedding material', garbage, bosh, cleaning wades, toxic materials, and wastewater properly off-site and In compliance with Minnesota Pollution Control Agenry disposal requirements. 4. Furnish imitable trash contothers and regularly remora the accumulated troth from the premien. 5. Oo not allow solid Sub, hazardous materials, and other matelots shall to be carried by runoff Into a receiving water or storm sewer widen. B. Lind external washing of trucks and other condonation vehklee to a defined area of the ells. Wath vehicles only on on area details& with stone that drain. Into an approved sediment hopping decoke. Contain runoff and properly dispose of waste. Engine degreasing Le prohibited. 7. fornsiatslashauLDumilgrus Contain as squid and solid wastes generated by concrete waehout ouraUons in a leak-proof containment facility or impermeable liner. Oe not allow the Ithuld and solid wastes to contact the ground. Prevent runoff from the concrete &Mod operationa or areas. Crepoee of liquid and solid tweets. properly In compRonce with Minnesota Pollution Control Agency regulations. Indall a sign adjacent to each wothout reality in order to inform concrete equipment operators to utilize the proper facilities. 8. Sanitary and Septic Wads; Furnish and install detached portable toilet Tactiles at the construction site. The portable toilets shall be converienUy located for the use of oil worker on the poled. Maintain the facliales in deon, dry, eanitory conMtion In accordance with Minnesota Deportment of Health regaremente. INSPECTIONS AND MAINTENANCE: 1. inegat the snore construction eite at load once eves /strut during active construction and within 2.4_110361 after a minion event greater than 0.5 inch& In a 24-hour period. Following an inspection that mere within 24 hours after a rainfall event the next ineuction must be conducted within 7 days after that rainfall event 2. Inspect all erodon prevention and sediment control Meth; infiltration areas. and stabilized oreos. 3. Retied all Inspections and maintenance conducted during construcUon in writing ond keep thee. retard& the inspections and maintenance records must include dote and time of inspections, date and amount of all rainfall events greater thon 0.5 Inches in a 24-hour period, name of persons(a) conducting inspections, finding. of inspection., recommendations for corrective actions, an any corrective actions taken. 4. 1 TO 2 INCH OUJETER -.."" WASHED ROCK, WIDOT STANDARD SPECIFICATION 3137 CA-1, CA-2, CA-3 OR EQUAL COARSE AGGREGATE PUBLIC 0 INCH MINIMUM THICIOIESS 50 FOOT MINIMUM LENGTH MNOOT STANDARD SPECE1CADON 3733 TYPE V PERMEABLE GEOTEXTILE FABRIC MATERIA. BENEATH THE ROM -",444500- . stIN Four MINNUM WIITTH 24-INCH HIGH CUr-OFF DIKE WITH MAXIMUM SIOESLOPES OF 4:1 TEMPORARY ROCK CONSTRUCTION ENTRANCE KS EMARCNIENrit 2631 CNTIMELL Roth RICHMOND, VA 23234 503-448-3636 PHONE 504-271-3074 FAX NOTES: USE ACF EMARONIENTAL SL150001 sEGMENr COHIROL DDSCE, OR A6PRalic0 EQUAL ripest% ea in KUMAR RCM (40 .46.1N/S0 FT.), AVENGE moth broserirl ECG_ TO 1636 Les./In, ASTM 0-4884. USE RECTANGULAR saissCe ON er.CTSAKEUR reds. USE ROUND SLTSACK ON ROME mins. math AND MAPTTATN 51.1401 IN ACCORDANCE WITH MANUFACTURERS FrEcoNIENOADONS. CATCHBASIN INLET PROTECTION REOTAHOUIAR FABRIC COLOR SFOLL BE INTERNATIONAL orturcE 1051 SECTria II TRAP POSTS PM TIE TOOL-MLR PERSPECTIVE VIEW 2 INCH sauARE nAROW000, RHE, OR STREAM T- OR U-SECTION STEEL POSTS DO NOT MEW NOXIOUS POST SPACMG OF 4 FT. 0.0. ISO Nus ORECTION OF SURFACE nos sEOTIGTLE FABRIC IN ACCORDANCE WITH ISIDOT STD. SM. 3856 FOR SELF SUPPORTING SILT FENCE REOFOOCE WITH SNOW FENCE, WRE Nast. OR SRF MASTIC FENCE IN AREAS straw CONCENTRATED dais 5004 illi1o01 AS STALES, Ertoas, 14 Miff OF CUMERrs ANI CATCHBASINS) LAY INC Finite AGMIST SEES MD BOTTOM Of THE MENG. 8401011 ASO COIPACT With A VERATORY PAM COIATACthe FATIPC er SOIL usE LATH MO STAPLES 10 ATTACH FA900 TO MOW Pasts. USE TE 0R6 TO ATTACH FABRIC TO STEEL POSTs. ISE HOG &ES TO ATTACH FABRIC TO WRE MESH SILT FENCE INSTALLATION 614e11011 SUPPORT POST er sot SECTION VIEW EROSION PREVENTION PRACTICES: Delineate the location of area* not to be dithsrbed (e.g. with flag, dukes, signs, sat fence, etc.) on the derelopment site before work begins. Avoid tellIOMI of trees and eurface vegetation wherever pomade. Schedule conetruction in order to expose the smaBest practical ore, of soil at any given time. Implement appropriate construction phasing, vegetative buffer stripe, horizontal elope eroding, and other construction proctkes that minimize erosion. Following Irani soil disturbance or redisturbanee, complete permanent or tenthonary stabilization against erosion due to min, wind, and running water ae won os pude., but in m case later than 14 calendar days, on all disturbed or graded areas including eturnwater monegeownt pond sleekest,. Th ie requirement dose not apply to those areas that are currently being used for material storage or for those areas on wMeh grading, site bolding, or other construction oat/Wile are actively underway. Provide tenworory grate seed cover on all tope-ell etotkplies and other areas of stock:Tied excavated material in order to prevent soil erosion and rapid runoff during the construction period. Prolonged period. al open, bare earth without groae cover Al not be permitted. debrise ail dieturbed grsenspou or we with a minimum of 4" loped) immediately after final subgrade completion. Seed and match, or sod and stoke these area. within 48 hours after completion of final grading work (weather permitting). Stabilize all disturbed areas to be peed using early appikation of gravel Wee. Apply necessary moisture to the condruction area in order to prevent the spread of duet In areas to be permonentty stobiraed, landscape with decorate,. rock, plantings, and sod. Refer to the approved Landscape Plan for design and details T. The street ell be swept dean before the end of each day of active construcnon, when sediment is tracked into the abut. Areas with dope. greater than 3 to 1 and twos next to wetlands/waterbodies graded or exposed during construction shall be protected with temporary vegetation, mulching or other moue as soon os procUcal No concrete washout shall ocur on site unless it is done with an approved lAnneuto Pollution Control Agency (11PC69 device or dondard. Stockpile. shall be surrounded with adequate perimeter control to prevent sedimentation and .rowan. Site shall be kept deon at all lanes and refuse properly untreaed. Temporary pumping shall not be permitted without the use of on opproved Minnesota Poihrtion Control Agency (MPG) device or standard. The contractor shall Inspect, on a wieldy bads and after nM rainfall greater than 0.5-Inchee, al erosion control devices and male any repairs Immediately. An Inspection log shall be kept on site detailing these inspections and repair. preformed. PLAN PAPERIE_AME USER pod PIAVE. RUBBER OR ENWIEERED CLAY) SuposiDed BEIN -IL- 12" MIN. OBIDE 111,011101 Ifx8' WOE SLOPES 61 OR FLARES OR AS REO'D TO CONTAIN WASTE CONCRETE TYPICAI SFC110N IDECEILIE I. SEE 0109CII CORM- RAM FOR LOCUMS OF CONOCIS MGM. K.. S wee or ad nor WOVE VMS 9613 or arm no edam w 00wows Kano, wags) soil BE *ROOM ewe na Asir Celentlt RACIarart ax so a we& M.C100 awns rya s ROOMED AU OE sans P0.11(5) SIOR 5441 E PALM AT 11C eacensanoN ordwar. & reams Awak FISMOS MR TO POORE he 12001121 OF DE LOR,ETE 1.9101.11 WAS CREPORM COXEROE MOO NO MP RCS =CORM RAMIPL .41 E MUM N PERETER SCRY ERSTROTION. CONCLE.32312.6old TRW ORM WSW. SHALL r MI.11. 041,003 01 CILL4103 O. JO IROM6Yrt tO WORM i KR WM) OaR7isis 7. DO OF CONORIETON..41 COKEETE 1601E F.1 BE FEE., Mil UTE NO DEPOSED OF Kr ASSAM WASTE sne. stew EWER Av ItlSOIR 200 a mud, as awe . y's sea e spasm ern so mese CONTI. WERE DORM STOW NO OEM MO AIM ALL STOW DOM OLLW-OLR OR CO. ..von 1w ecus. To PRUCTE DAMS TO PRIV. Oe-Ros. ON-SHE CONCRETE WASHOUT AREA COMPACIlth DIMAIGENr .ala g. SEDIMENT CONTROL PRACTICES: Implement sediment Centrd practices in order to minimize sediment from entering surface rater., including curb ond gutter systems and storm drain inlets. Install oil temporary or permanent sediment control Maser& including silt fence at perimeter of constnicUon, gods 9, or candler land-disTrdngnir lil"rOctke.Ct aarlIderkn'eenth InletsntgartrC'fece4 runo'nntlin? 'thm d1111.'nrte'd9. anwe. Establish sediment canted procUtes on all dew percent perimeters befue any up gradient kr& disturbing merit. begin. Thew practices must remain In Pace until final dabilizotion hes been established. The tinning of the installation of sediment control practices may be adjusted in order to accommodate short-term octivilies. but Peddled control poetises must be installed before the next precipitation went even if the short-term &Wry Is not consists If the down gradient treatment system becomes overloaded, Metall additional up gradient sediment control practices or redundant BLIPs in order to eliminate the overloading. Before &Pining conettuction, Install a TEMPORARY ROCK CONSTRUCTION EN1RANCE at each point when vehicles exit the eenetruttion site. Use 25 mm (1 Inch) to 50 now (2 inch) diameter rock. kINOOT Standard Specification 3137 CA-1, CA-2. CA-3, or equal Coarse Aggregate. Place the aggregate in a layer at lead 152 trim (6 intim) thkk OCIOSS fhe enUre width c4 the entrance. Extend the rock entrance at lust 15 m (50 feet) into the undruction WI*. Use a SHOOT Standard SpedficaUon 3733 Type V peeneable geotexthe fabric material beneath the aggregate in order to prevent migration of soil into the reek from Wow. Maintain the entrance in a condition that will prevent traddng or flowing of &decent onto paved roadways. Provide periodic tea dressing with oddillonal done as required. Clow entrance. not protected by temporary rock construction entrances to all construction traffic. If neuwary, Mean the wheels of canetrucUon vehicle. In order to nane. soils before. the vehicles leave the construction site. Wash vehicle. only on an arm stabile& with stone that drains Into an approved sediment bopping device. Remove all sons and sediments tracked or otherwise dited onto adjacent property, pavement area.. sidewalks, strode, and talky.. Romero)l shall be on a elaily bode throughout the duration of the condrucUon. Clean paved roadway. by shoveling. wet-weeping or dry sweeping. 11 neuesary, paved dela.. In order to loosen compacted !ailment material prior to sweeping. Haul sediment material to a suitable disposer area. Street washing is allowed only after sediment hoe been removed by shoveling or sweeping. 12. 4111 Stnekplie. Inetall salience or other effective sediment controls around oil temporary soil dockples. Locate soil Sr dirt rtackpiles such that the downelope drainage length Is no Mee than 8 m (25 feet) from the toe of the pik to a surface water, including storrnwater conveyances such as curb and gutter systerne, or wields ond ditches unless there is a bypass in pace for the dormwater. tl remaining for more than 7 days, stabilize the docket*" by mulcting. vegetative woven tarps, or other means. During cheat repair, cover conetruction aril or del stockpiles located dour than B m (25 feet) to a roadway or droinage channel with tarps, and protect storm sewer inlets with de. maks or staked silliente. 10. Mild.. Install silt fence along thetour (on a level horizontal plane) with the ende turned up (.1-hooks) Al order to help pond water behind theconfence. Install the silt fence on the uphill side of the support posts. Provide o poet spotting of 1.2 on (4 feet) or lees. Drive posts at lead 0.6 m (2 feet) Into the ground. Anchor the sit fence fabric in o trench at lead 152 mm (0 inehee) deep and 152 not (El inches) wide dug on the upelope side of the support pods. Lay the fabric In the trench and then backbit and compact with a vibratory plate compactor. Make any splice. In the fabric at a fence post. At mike., winker the fabric at aal 152 mm (6 inches), kid it over, ond securely fasten it to the fence post. Silt fence supporting pods shall be 51 mm (2 inch) square or larger hardwood, pine, or *tended T- or U-section sled posts. T- or U-section steel posts shall weigh not Is.. than 1.8602 kg per meter (1.25 lb per lineal foot). Pods shall have a nfirenum length of 1524 rnm (5 fed). Poets shall hove projections to fulfils& (adenine the fabric and prevent slippage. Geese-111e fabric deli meet the requirements of MOOT Standard Specification 3886 for preamernbled silt fence, famished in a continua. roll in order to ovoid edit& &dee& fabric shall be unfit= In texture and copiousness and have no defects, flaws, or teary. The fabric chat contain sufficient ltraviolet (I1V) ray inhibitor and Molaroters to peede a minimum two-year service Pe outdoors. Fabric color shall be international orange. Maintain an temporary erosion and sediment control devices In place until the contributing drainage area hoe been stabilized (hard-surfaced arms paved and vegetation established In greenepace). Repair any tilling, gulhc formation, or washouts. After fine establishment of permanent etobilisaUon, remove al temporary synthetic, structural, and nontiodegredable entelon and eediment control devices and any accumulated Sediments. ? t am= Oft , lt:.. ii i . icstore permanent sedimentation basin to their design condition Immediately following if &watering Is required ond sump pumps are wed, all pumped water mad be discharged through a sediment cordon device such os a &watering bog or other appropriate focally prior to leaving the conettuction eke. Proper energy Masipthan must be provided at the outlet of the pump system. POLLUTION PREVENTION MEASURES: Sold Waste: Gime& of edlected sediment asphalt and corerete mllMgs, floating debris. paper, plastic, fable. conetruction and demolition debris, and other wool. properly off-site in compeonce with Minnesota Pollution Control Agenry requirements Hazardous klandaki Property store oil, gasoline, point and any hasardoun eubetrocee In order to prevent spine, loath or other discharge. Include secondary containment Restrict access to dosage awe In order to prevent vandalism. Storage and disposal of hazardous materials must be in compliance with MPG regulations. fither6021.11121E Dispose of unwed bedding material', garbage, bosh, cleaning wades, toxic materials, and wastewater properly off-site and In compliance with Minnesota Pollution Control Agenry disposal requirements. Furnish imitable trash contothers and regularly remora the accumulated troth from the premien. Oo not allow solid Sub, hazardous materials, and other matelots shall to be carried by runoff Into a receiving water or storm sewer widen. B. Lind external washing of trucks and other condonation vehklee to a defined area of the ells. Wath vehicles only on on area details& with stone that drain. Into an approved sediment hopping decoke. Contain runoff and properly dispose of waste. Engine degreasing Le prohibited. fornsiatslashauLDumilgrus Contain as squid and solid wastes generated by concrete waehout ouraUons in a leak-proof containment facility or impermeable liner. Oe not allow the Ithuld and solid wastes to contact the ground. Prevent runoff from the concrete &Mod operationa or areas. Crepoee of liquid and solid tweets. properly In compRonce with Minnesota Pollution Control Agency regulations. Indall a sign adjacent to each wothout reality in order to inform concrete equipment operators to utilize the proper facilities. Sanitary and Septic Wads; Furnish and install detached portable toilet Tactiles at the construction site. The portable toilets shall be converienUy located for the use of oil worker on the poled. Maintain the facliales in deon, dry, eanitory conMtion In accordance with Minnesota Deportment of Health regaremente. INSPECTIONS AND MAINTENANCE: inegat the snore construction eite at load once eves /strut during active construction and within 2.4_110361 after a minion event greater than 0.5 inch& In a 24-hour period. Following an inspection that mere within 24 hours after a rainfall event the next ineuction must be conducted within 7 days after that rainfall event Inspect all erodon prevention and sediment control Meth; infiltration areas. and stabilized oreos. Retied all Inspections and maintenance conducted during construcUon in writing ond keep thee. retard& the inspections and maintenance records must include dote and time of inspections, date and amount of all rainfall vents greater thon 0.5 Inches in a 24-hour period, name of persons(a) conducting inspections, finding. of inspection., recommendations for corrective actions, an any corrective actions taken. Inspect. all ennion prevention and sediment control MUM In ender to ensure Integrity and effectiveness Rep*, os field conditions allow access unless another time frame Is spetifred. 5. Remove accurrelated &dimwit deposits from behind erosion and sediment control deices as needed. Do not ollow sediment to accumulate to a depth of more than one-third of the height of the erodon and sediment • MI devices. Repair, repo, or supplement deteriorated, damaged, rotted, or missing erosion control deem Within 24 hate of discovery, or ae soon as field undalone allow access. 6. Repair, replow, or supplement all an brew when they become nonfunctional or the e•dirnent reach. 1/3 of the height of the Wu. these repairs must be mode within 24 huts of discovery, or oe soon as field conditions allow wens 7. Clean sedimentation basins, storm sewer catch bonne. &dm.. and other drainage Maine oe required In order to mointein their effecOveness. Temporary and permanent sedimentation basin. must be drained and the sediment removed when the depth of sediment collected in the basin teaches 1/2 of the storage volume. Drainage and removal mud be completed within 72 hours, or as soon as field condition. allow emus 8. Maud surfou watem (including drainage ditches and conveyance erases) for evidence of *melon ond 2.111/1411i deposition. Remove all datoe ond mailmen deposited. Stabilize areas when "anent removal raw& In exposed sea. Renewl and stobiraation must be completed Pain 7 days of onscovny unless precluded by legal, regulatory, or physical access combed.. If precluded, remove and istabireaUon must take place within 7 days of obtaining access 9. Inspect construction etc velack exit locations for evidence of off-the sediment frocking onto paved meioses. Remove all dnb and sediment. trod& or othenthe deposited onto arliaunt property, pavement amok sidewalks, streets, and alley.. Removal shall be on a dory 110.51 throughout the duration or the continuances. Clean paved roodwoys by shoveling or wt-sweeping. Do not dry weep. K mammary, &rope paved eurfaus in order to lessen compacted sediment moterki prior to sweeping. Had sediment material to a eatable dbposal area. Street walling b allowed only after madman has been removed by shoveling or sweeping. 10. Perham any corrective mutates ordered by the City or Waterthed District within 24 taus of notification. Install any additional erosion protection or sediment control measures deemed necessary by the City or Watershed District within 24 hours of notification. MATERIALS: 1 Storm Sewer Inlet Probation threes with eedeetrion or vehkie trandh Emengency overflow Is requited. Take care to protect the catch basin curb-box from additional sediment duping over the top of these devices while del allowing for emergency overflow. a. Road Drain Curb & Gutter Wrth nulaceoble der sock. Mantrioctted by 1111.1CO, 799 thee Drive, Shakopee, MN 55379, Phone (952) 233-3055. E (wev.roaddroin.cam).u b. Sat seek Type B, regular flow (50 gpm/ft2), with curb deflector as required. Rectangular dasock on rectangular Inlet.. Round sateuk on round Inlets. Manufactured by ACP EMARONIKEiffAto 2031 Cardwell Rood, Richmond, VA 23234, Phone (800) 448-3838, (varw.oclenvIronmentalcom). 0. Dandy Fovio With curb filter as required. Manufactured by DANDY PRODUC15, 1095 Harcourt Road, Mount Vernon, OH 43050, Phone (600) 591-2284, (ovadondyprulude.com). d. Dandy km; With curb filter as required. Manufactured by DAMN PROCUCTS, 1095 Harcourt Road, Mount Vernon, OH 43050, Phone (800) 591-2284, (ww.dandyproduals.com). e. SeAllnnoni Filter With Sedguard curbguord on required. Available from ERO-TID1, N94 W14330 Gan& Mau Drive, Menomonee Falls, VA 53051, Phone 0681 437-8839, (wwwero-tex.net). 2. Storm Sewer Inlet Prot-Hen (new with no pedestrian or vehlele_tirrffir.); Emergency overflow is required. Take core Na protect the catch basin curb-box from oddiUonal sediment ..coping over the•top of these devIces Wale still allowing for emergency overfloW. a. Japed Drain Tao Slob Mode RD 23 (fits rough opening for 2.03' inlet), Model RD 27 (fits rough opening for 27" Mkt), or Model CO 3067 (fit. Neenah Casting with 35-1/4%17-3/4" dirnenelone). Manufactured by WILCO, 799 Theis Drive. Shakopee, MN, 55379, Phone 0521 233-3055, wrow.roaddrain.com. Do not We In &brio right-of-way. b. infroSnfe Getirnent GM& qnrriec Install geotextle sock on the outside of the baffler In order to trap additional finee. Standard fromee ore &debt. to fit 24" to 30. diameter and 2'03' openIngs. Distributed by ROYAL ENTERPRISES MEM& 30822 Forced Boulevard. Story, IAN, 55079, Phone (651) 462-1766, (www.rowlenterpriew.cern). Do not use In public right-of c. Rock Snake/Rock Sock/Melt too/Rork Tithe Uee only for Inlets after pavement le In alone. Sgt Sifter Tubes distributed by WEsitidi FIBER COMPANY, PO Box 22665, Bokerened, CA 93390, Phone (661) 854-5556, (tentwesternfibencorn). Do not use in public right-of-way. 3. lama Topsoil used for finish grading of areas to be turfed or pinoonted rout the requiremente of MNDOT Standard Speakers= 3877 for tops& barrow modified to contain more than 353 sand. Tops& shall be mune* free of trabeoll. heavy clay, coarse sand, donee, and other object. over 51 min (2 inches) In diameter; and without plants. root.. sticks, and other objectionabk material. 4. Geolextile Fabric for Suberode Stabalthlion fa mouiredl: MNDOT Standard Specification 3733 Type V &meads gulden, matelot 5. Sanoorfina Ports for &Menu. 51 mm (2 inch) equate or larger hardwood, pine, or etandard T- or U-section eteel posts. T- or U-section steel posts shall weigh not less Mon 1.8602 kg per meter (1.25 lb per lineal foot). Pods shall have a minimum length of 1524 torn (5 feat). Posts shall have probscUons to facilitate fortenIng the fabric and prevent slippage. 6. Siefenre POW- MNDOT Standard Specificatiee 3888 self supporting Ma fence. Furnish In a continuous oil in order to avoid epllus. Cutest/1e fabric shall be uniform In texture and appearance and have no defects, flawe, or tetra The fabric shall contain sufficient ultrovidet (UJ) ray inhibitor and stelairaers to provide a minimum two-year nand. Of, outdoors. Fobric odor shoe be International orange. 7. bugle ale for Temoarary Rock E.nnalnation Entrnnea. 25 nun (I inch) to 50 nun (2 Inch) diameter mak, INGOT Standard Specifkation 3137 G-1, G-2, or G-3 Coarse Aggregate, or equal. B. Geolextlie Feb& for Tema:wary Rock Cc:cement", Entente. MNDOT Standord SpecifIcaUon 3733 Type V permeable geotextile fabric material. 9. Apareaute for Mee and Rock Sediment DIA., 25 mm (1 inch) to 50 Rim (2 Inch) diameter rock, MNDOT Standard Specifkatbn 3137 G-1, CA-2, or CA-3 Coarse Aggregate, or equal. 10. Rhis13111321Esdkinlatilitaar Bock. and Rook Inlet Edens could of open-cons concrete masonry blotto, dm screen with 12 mm (0.5 Inch) openings, and washed reek. Place open-con concrete masenry blocks lengthwise on their dee around the catchboein inlet. thou wire wenn around the perimeter to the top of the block barrier bee. the mak Is placed. 'The screen acts to parent the rocks from being waked through the blocks. Plate rock against the sire mesh to the top of the blocks. the 25 mm (1 Inch) to 50 mm (2 inch) diameter rock. LINDOT Standard Specification 3137 CA-1, cA-2, CA-3, or equal Cowes hedged& habil Mo• course. of 8" blocks In order to form a barrier height of 16". 11. Concrete Block for Block and Rook inlet Falter Standard units with nominal face &undone of 18 x 8 Inches. Minimum 8 inch& nominal depth. 12. reaLialearadAlgrLsini112a116ilat min 12 mm (05 Inch) openings 13. Bele& Tightly bound boles of unrolled hay, straw, or other gross locally available from recent cuttings. 14. thodearadoble Emden Contra Blanker In accordance with LINDOT Standard Speciflcation 3005. 15 Erosion Control Matting: Landlok 7121.1 450 Turf Reinforcement Mat manufactured by Proper., Inc. (wwwfloutextlle.cort), or approved equal soil erosion control molting. TO. Stooks; Stoplee used to anchor erosion control blankets shall be U-shaped, 3 morn diameter or heavier steel wire. the span width at the crew shoe be a minimum of 25 nun (1 inch). Staples shall have a length of 250 ran (10 inehes) or more from tap to bottom after bending. 17. B12,1626 Curies Sediment Log, os manufactured by American EXCRISIOr Company herecurlextern), or approved equal. Excelsior Mem shall be weed wed free, lYPE III 9-inch (23-cm) diameter. Excelsior ulor shall be standard (natural). Netting at eoch end of the log shall be secured io aware fiber carrioinment :; LY OF EDINA JAN 1 9 2023 'ARTNIEN-1 NINNEHAHA CREEK WATERSHED NOTES: 1. All fabric tenets used for erosion and eedimentation control and all other temporary controls doll not be removed unbl the MCWD hoe deferrrined that the site hoe been permanently reetabiraed and shall be removed within 30 days thereafter. 2. Silt fence color shall be international orange. 3. Minimise site sail umpactke. Break up all compacted soil to a depth of at Mast 6 inches before revegetation. 4. Do not dockpfle mom than 50 cu. yde. of soll or other material subject to erosion by wind or water that is not peered, vegetated, endued, sift-fenced cn the down grodient site, or othemise effeeUvehc protected from erosion. 5. Maintain a written log of a0 inspection, maintenance, and repoir active/se related to erosion and sediment control Mathes. 6. Notify the MCWD in writing at the following stage., do not proceed with odd-Atonal etc activity until the 1.1CWO has been notified and allowed two fun business days to inspect the the and confer with the appecont: (o) On completing installation of perimeter erosion and sedimentation confrere. (b) On completing land-disturbing =Maier and putting into place measures for final see stabilisation ond revegetation. (c) When the site has been permanenUy stabilized and revegetated. (41) When all temporary erosion and sedimentation controls have been unloved from the elk. JM DRAWING: \ \ server \ Project. V022\122-55E1 US Internet - 6444 Xerxes Avenue South - Edina, MN\ 2023-01-18 \22558C10.dwg LAYOUT: C6 - Erosion and Sediment Control Notee and Detail. XREF: building; Min wand XREF: sitedon CIVIL AND ENVIRONMENTAL ENGINEERING SERVICES US INTERNET 6444 XERXES AVENUE SOUTH EDINA, MN 55423 DATE REVISION I HERESY CERTIFY THAT THIS PLAN, SPECFICATION. OR REPORT WAS PREPARED BY ME OR UNDER MY DRECT SUPERVISION AND THAT 161,1A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE 0 MINNESOTA Bun Altedstak DATE 01/16/2023 rIG 22-16'.7. INFORMATION PROJECT NO 22-5E3 DRAV64 BY CHECKED BY APPROVED BY bhm SCALE Siferbc DATE 01118/2023 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS SHEET 110 C6 f 22-558 A 4 1 lr 25'-0' /. f. 7 74 / 0 0, VES . g Pr MEYER GROUP diP 1 109 I ARCHITECTURE 27 -03/4. 1 10 A I: 0 306 W. Superior St. 1022 Lakeshore Dr. Suite 1600 Ashland, WI 54806 AFI 001 Duluth, MN 55802 , 0 218.727.1330 715.292.6493 www.meyergroupduluth.com ir0 $ 3.-03,4. 4 4,-0. S'-0' 4.-0. 5.-0r 011 / ' 1 1 fim 1 1 $ SWITCH ROOM 1 I 104 I A42 1). EQUIP SLAB SEE STRUCT i 11) 0 $ /ii .. de & A ,\ .<'12.c)Ci XFIAR SEE ME 0 00 <'<>"SP\'\C° c'CLO Ps 24 _0. //./././///, 4 4 11 111 $ , 4nr, usTrA0 i / \y 1 / / LANDING R OM 1 A3I ,- t' / • / / / A /"/ .'1.../-/i 7/. / $ 5 103 0 REVISIONS / ri FIRE CONTRO :T. $ 0 No. Description Date 1=, 27 -9' 5, 0 Or 1 106 1 t., 4 A42 GTC SEE ELEC MTR SEE ELEC MCT SEE ELEC 0 6'-61/6' 6" 4 5'-55/8' • 10,-17. 4 CV HALL ..t CD z I 107 1 5 GENERATOR 1 5 ENCLOSURE U 0 0 1 108 V 4w/ r....... ; • 0 W 1:'_ . 1 TOILE RM. — — ii, 101 US INTERNET ;,- ri /02 ti SEE EEC 1 F) fr 9 OA g 0 SECURITY EQUIP 2 r4 ELEC AL ii ATS J-130X SEE ELEC i GENERATOR SEE ME / 1 r 6" 5 5 6,101 16" I 2 • 7-615/76' 111 111 MOP SEE ELEC 6444 XERXES AVE S SEE STRUCT FOR SLAB VEST. PA 1 1.11 LP SEE ELEC EDINA, MN 55423 1 101 AI g 5 • g 5 A PLANS 0 IF 1 ANNUNCIATOR SEE ELEC • 4. • . / X X -X t. .,.' N CITY OF ‘'I 0 Alk A4.1 EDINA JAN 1 9 2023 PROJECT NUMBER 22-041 DATE 1/18/23 DRAWN BY JTF, EJS CHECKED BY TLM E; -rig CO 1 kl_0 C FLOOR PLANNING DEPARTMENT nr 0 .... A2 • I ACRYLIC OR METAL EQUIPMENT SCREENING PRE-FINISHED METAL FASCIA "9 — — — — — MEYER GROUP EFS WALL SYSTEM PREFINISHED CULTURED METAL FASCIA STONE _ ARCHITECTURE 306 W. Superior SI. 1022 Lakeshore Dr. Suite 1600 Ashland, WI 54806 Duluth, MN 55802 218.727.1330 715.292.6493 IN ww.meyergroupduluth.com 11:-.....__, ". -......,,..,•••••,;,...,w-A.,—=.....e-=,..., .•,= s“ ,,,, ED EXTERIOR ELEVATION - NORTH 1/4r = 1.-0" ACRYLIC OR METAL EQUIN.ENT SCREENING PRE-FIMSHED 4) \ \, S' ) \ FASCIA T_Q. Plte *METAL N IA N AGO ROOFJOW1 W W } 2 REVISIONS 2 EJFS WALL SYSTEM No. Description Date 1=1 C•1 Cil (.;', ' - I 0 Z CULTURED STONE 5 J_ lb o II o I US INTERNET w ° °°° ,%',';'T-/9, 6444 XERXES AVE S EDINA, MN 55423 E . PAINTED HOLLOW METAL DOOR AND FRAME 0 EXTERIOR ELEVATION - SOUTH 0 EXTERIOR ELEVATIONS N 14' = V-0" CITY OF EDINA '3 t ti JAN 19 2023 — PROJECT NUMBER 22-041 DATE 23 DRAWN BY 1/18/ JTF CHECKED BY TLM ,,, PLANNING DEF/ARIL4:1N I ZS 0 r.e A4 . 1 ACRYLIC OR METAL EQUIPMENT SCREENING PRE-FINISHED A3.1 METAL FASCIA MEYER ....,,„,_. - GROUP EIFS WALL ARCHITECTURE 306 W. Superior St. 1022 Lakeshore Dr. Suite 1600 Ashland, WI 54806 SYSTEM Duluth, MN 55802 218.727.1330 715.292.6493 www.meyergroupduluth.com CULTURED STONE 0 EXTERIOR ELEVATION - EAST 1/4" = I-0" 9'<<' C)\-1 9 05) ACRYLIC OR METAL A3.1 EQUIPMENT SCREENING N - GO To W PRE-FINISHED METAL FASCIA REVISIONS _ _ . _ __ , ., _. _ No. Description Date Ra?.J.gArpso N rli '' - 11 11 U N, 0 U H [I Z 6 _, EIFS WALL SYSTEM 0 • ... CHAIN LINK GATE ._, US INTERNET Cr ..- (1, CULTURED STONE 1 [11 6444 XERXES AVE S EDINA, MN 55423 E . Two:o - EXTERIOR ELEVATIONS CITY OF EDINA 9 0 EXTERIOR ELEVATION - WEST PROJECT NUMBER 22-041 t 1W = 1.-0" o . PLANNING DEP 2,.I- i I JAN 1 9 2023 DATE 1/18/23 DRAWN BY JTF, EJS CHECKED BY TLM A4 • 2 GENERAL PROJECT NOTES CONTRACT DOCUMENTS 1. THE WORK SHALL CONFORM TO THE CONTRACT DOCUMENTS. 2. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY. READ THE DRAWINGS IN CONJUNCTION WITH THE SPECIFICATIONS AND EXECUTE THE WORK. 3. THE WORK IS DEPENDENT ON SEVERAL DISCIPLINES. READ THE DRAWINGS BY CROSS-REFERENCING BETWEEN DISCIPLINES. 4. REPORT DISCREPANCIES IMMEDIATELY TO THE OWNERS REPRESENTATIVE FOR DIRECTION BEFORE PROCEEDING WITH THE WORK. SITE ACCESS & PROTECTION 1. STAGING AREA IS WITHIN THE CONTRACT LIMIT (OR "PROJECT LIMITS") LINE. STAGING AREA DOES NOT INCLUDE ACCESS ROUTES TO THE SITE. THE CONSTRUCTION (AND REMOVAL) OF TEMPORARY STAGING AREAS AND/OR ACCESS ROUTES SHALL BE THE CONTRACTORS SOLE RESPONSIBILITY AND EXPENSE. 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 PUBLIC TRAVELING ON RIGHT OF WAYS. PREVENTION AND CLEANING SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY AND EXPENSE. 3. NO WORK, EQUIPMENT OR STAGING IS PERMITTED OUTSIDE THE LIMIT LINES UNLESS THE CONTRACTOR HAS APPROVAL FROM AUTHORITIES. COORDINATION PERMITS AND TRAFFIC CONTROL REQUIRED SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY AND EXPENSE. 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. QUALITY ASSURANCE 1. EXECUTE THE WORK AND SCHEDULE INSPECTIONS IN ACCORDANCE WITH APPLICABLE FEDERAL STATE, AND LOCAL STANDARDS, LAWS AND REGULATIONS. 2. ENSURE SUBCONTRACTORS, MANUFACTURERS AND SUPPLIERS HAVE THE LATEST CONTRACT DOCUMENTS PRIOR TO THE SUBMITTAL OF THEIR SHOP DRAWINGS AND/OR DELEGATED DESIGN DRAWINGS. 3. REFER TO THE SPECIFICATIONS FOR REQUIRED SUBMITTALS, INSPECTIONS AND NOTICE TO PROCEED. EXISTING CONDITIONS SURVEY 1. THE DOCUMENTS ARE BASED ON THE FOLLOWING TOPOGRAPHIC AND UTILITY SURVEY: • TOPOGRAPHIC SURVEY BY SUNDE ENGINEERING (10830 NESBITT AVENUE SOUTH BLOOMINGTON, MINNESOTA 55437 (952) 881-3344) 2. SURVEYED UNDERGROUND UTILITIES ARE PROVIDED FOR INFORMATION ONLY AS THEY ARE INFERRED BY SURFACE MARKINGS AND FEATURES AND AS SUCH MAY NOT BE ACCURATE OR COMPLETE. UTILITIES 1. THE LOCATIONS AND SIZES OF EXISTING UTILITIES (IF SHOWN) ARE APPROXIMATE ONLY. IDENTIFY, LOCATE AND PROTECT UNDERGROUND AND OVERHEAD UTILITIES TO REMAIN. 2. COORDINATE WITH THE LOCAL UTILITY COMPANIES AND/OR AGENCIES. CALL LOCAL '811' OR REQUEST LOCATES ONLINE NO LESS THAN 48 HOURS PRIOR TO DIGGING TO LOCATE UNDERGROUND UTILITIES OR AS REQUIRED BY LOCAL REGULATIONS. 3. BE FULLY RESPONSIBLE FOR THE COST OF DAMAGES WHICH OCCUR AS A RESULT OF A FAILURE TO ACCURATELY LOCATE AND/OR RETAIN UTILITIES TO REMAIN. LAYOUT 1. THE VERTICAL CONTROL FOR THE PROJECT IS: NORTH AMERICAN VERTICAL DATUM (NAV88) OR NATIONAL GEODETIC DATUM (NGDV29) UNLESS OTHERWISE NOTED. 2. VERIFY THE LOCATION OF EXISTING FEATURES TO REMAIN THAT CONNECT TO NEW WORK, DIMENSIONAL CLEARANCES, SETBACKS AND OFFSETS AND VERTICAL DATUM. REPORT DISCREPANCIES IMMEDIATELY TO THE OWNER'S REPRESENTATIVE FOR DIRECTION BEFORE PROCEEDING WITH THAT PORTION OF THE WORK. 3. VERIFY PREVIOUS UNDERLYING TRADEWORK CONFORMS TO THE DOCUMENTS PRIOR TO PROCEEDING WITH OVERLYING TRADEWORK. REPORT DISCREPANCIES IMMEDIATELY TO THE OWNER'S REPRESENTATIVE FOR DIRECTION BEFORE PROCEEDING WITH THAT PORTION OF THE WORK. 4. GENERAL CONTRACTOR SHALL RETAIN SURVEY CONTROL FOR LAYOUT OF THE WORKS AND AS-BUILT SURVEYS. 5. COORDINATE AND COLLATE SUBCONTRACTOR'S SURVEYS. IT 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 UNFORESEEN CONDITIONS FOUND SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO STARTING THE SITE WORK. DO NOT BEGIN WORK IN SUCH AFFECTED AREA UNTIL THE DISCREPANCY HAS BEEN RESOLVED. 6. ERECT AND INSTALL ALL WORK LEVEL, PLUMB, SQUARE, TRUE, STRAIGHT AND IN PROPER ALIGNMENT. 7. DO NOT SCALE FROM DRAWINGS. USE DIMENSIONS SHOWN AND/OR SUPPLIED CAD DRAWING FILE AND. SURVEY INTERPOLATION. 8. DIMENSIONS NOTED "CLR" OR "CLEAR" MUST BE STRICTLY MAINTAINED ALLOWING FOR THICKNESS OF FINISHES. FIELD VERIFY PRIOR TO CONSTRUCTION. 9. ANGLES ARE 90 DEGREES UNLESS NOTED OTHERWISE. 10. CURVES FOR PAVING, BANDS, PATHS, EDGING AND HEADER BOARDS SHALL BE SMOOTH AND CONTINUOUS WITHOUT ABRUPT CHANGES, OBVIOUS TANGENTS OR BENDS. 11. PITCH EVENLY BETWEEN SPOT GRADES AND CONTOUR LINES UNLESS GRADE BREAKS, RIDGELINES, SWALES ARE INDICATED OR OTHERWISE NOTED. PAVED AREAS SHALL PITCH AT A MINIMUM OF 1% UNLESS OTHERWISE NOTED ON DRAWINGS. 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 ARCHITECTS APPROVAL OF LAYOUT BEFORE INSTALLING THE FOLLOWING: FIRST TYPICAL SITE LIGHTING FIXTURES, JUNCTION BOXES, TRANSFORMERS. • FIRST TYPICAL SITE UTILITY FIXTURES, INCLUDING BUT NOT LIMITED TO BOXES, VAULTS, PULL BOXES, MAN HOLES, AIR RELEASE VALVES, VENTS, BFP, AND OTHER CIVIL MECHANICAL ELECTRICAL PLUMBING, TELECOM, HEATING/COOLING, AND IRRIGATION STRUCTURES. • FIRST TYPICAL FORMWORK OF WALLS. • TREE LOCATIONS. STAKE ALL TREE LOCATIONS. OBTAIN APPROVAL OF LANDSCAPE ARCHITECT BEFORE PLANTING TREES. FIRST TYPICAL CURVED EDGING AND CUTTING. FIRST TYPICAL EXPANSION JOINTS IN CONCRETE PAVING. WATERING 1. ALL PLANTED MATERIAL SHALL BE WATERED BY TEMPORARY MEANS UNTIL PLANTS ARE ESTABLISHED. 2. TEMPORARY WATERING MEANS, METHODS, AND SCHEDULING SHALL BE THE CONTRACTOR'S RESPONSIBILITY. REMOVE ALL TEMPORARY WATERING EQUIPMENT UPON PLANT ESTABLISHMENT WORK BY OTHERS 1. COOPERATE AND COORDINATE WITH OTHER CONTRACTORS WORKING CONCURRENTLY SO AS TO NOT VIOLATE EACH OTHER'S PERMITS AND TO AVOID DAMAGE TO EACH OTHER'S WORK. 2. EACH CONTRACTOR SHALL PROTECT AND MAINTAIN THEIR 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 HAVING JURISDICTION. 2. NOTIFY THE OWNER'S REPRESENTATIVE OF DISCREPANCIES BETWEEN THE WORK AND APPLICABLE CODES. DO NOT WORK IN AN AFFECTED AREA UNTIL THE DISCREPANCY HAS BEEN RESOLVED. 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. 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: • 2020 MINNESOTA STATE BUILDING CODE 2. REVISIONS TO THE APPROVED AND PERMITTED DRAWINGS OR DOCUMENTS SHALL BE SUBMITTED TO THE CODE AUTHORITIES FOR REVIEW. NOTIFY THE OWNER'S REPRESENTATIVE OF THE PROCESSING TIME FOR EACH REVISION SUBMITTED FOR PLAN CHECK. COPYRIGHT AND REPRODUCTION 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 CONSULTANTS ASSUME NO LIABILITY AS A RESULT OF THE USE OF REPRODUCTIONS OF THE CONTRACT DOCUMENTS FOR SHOP DRAWINGS AND/OR DELEGATED DESIGN DRAWINGS. 2. THE ENTIRE CONTRACT DOCUMENT PACKAGE HEREIN IS THE ORIGINAL AND UNPUBLISHED PROPERTY OF THE OWNER AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE PRIOR EXPLICIT WRITTEN CONSENT. 3. THE USE OF DIGITAL DESIGN FILES SHALL REQUIRE THE CONTRACTOR TO AGREE TO PRIME CONSULTANTS LICENSE CONDITIONS BEFORE USE. CONSTRUCTION LOADS, DAMAGES & REPAIRS 1. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR SLOPE STABILITY AND DE-WATERING DURING THE WORKS UNLESS UNKNOWN CONDITIONS ARE ENCOUNTERED. 2. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR PROTECTING THE WORKS FROM CONSTRUCTION LOADS AND DAMAGES TO EXISTING STRUCTURES TO REMAIN, NEW STRUCTURES AND NEW PAVEMENTS DURING THE WORKS. 3. BE FULLY RESPONSIBLE FOR THE COST OF DAMAGES WHICH OCCUR AS A RESULT OF A FAILURE TO MITIGATE CONSTRUCTION LOADS AND/OR PROTECT THE WORKS FROM CONSTRUCTION RELATED IMPACTS. REPAIRS SHALL BE TO A NEW OR BETTER CONDITION COMPARED TO THE EXISTING CONDITION BEFORE DAMAGE, AND AS APPROVED BY THE OWNER'S REPRESENTATIVE. 4. CONFIRM ON-STRUCTURE UNIFORM AND POINT LOAD LIMITS WITH ENGINEER PRIOR TO IMPORTING AND HANDLING LANDSCAPE MATERIALS OVER VAULTS, AND/OR TUNNELS, INCLUDING UTILITY STRUCTURES, AND FLOOD CONTROL STRUCTURES. CONSTRUCTION WASTE MANAGEMENT 1. REMOVE FROM THE SITE EXCESS MATERIAL AND/OR DEBRIS. DISPOSAL OF MATERIALS IS THE RESPONSIBILITY OF THE CONTRACTOR. EXCESS MATERIAL AND/OR DEBRIS TO ABLE TO BE RECYCLED OR REUSED SHALL BE DISPOSED OF OFF THE PROJECT SITE IN A PERMITTED LANDFILL. ABBREVIATIONS APPROX APPROXIMATE AVG AVERAGE BLDG BUILDING BM BENCHMARKA BOS BOTTOM OF STAIR BOT BOTTOM C CHILLER CB CATCH BASIN CIP CAST-IN-PLACE CJ CONTROL JOINT CL CENTER LINE CLR CLEAR CLL CONTRACT LIMIT LINE CMU CONCRETE MASONRY UNIT CONC CONCRETE CTR CENTER T TRANSFORMER TAN TANGENT TBD TO BE DETERMINED TB-XX TEST BORING TD TRENCH DRAIN TEMP TEMPORARY THK THICKNESS THRUTHROUGH TO_ TOP OF _ TOC TOP OF CURB TOL TOLERANCE TOS TOP OF SLOPE TOW TOP OF WALL TR TRASH TS TOP OF STAIR TYP TYPICAL FFE FINISH FLOOR ELEVATION UGND UNDERGROUND FF&E FURNITURE, FIXTURE, AND EQUIPMEI%- - uNIF UNIFORM FG FINISHED GRADE UP UTILITY POLE FOC FACE OF CURB UV ULTRAVIOLET FOW FACE OF WALL FV FIELD VERIFY GALV GALVANIZED GDR GUARDRAIL H HIGH HB HOSE BIBB HDPEHIGH DENSITY POLYETHYLENE HH HAND HOLE HDR HANDRAIL HORIZ HORIZONTAL HT HEIGHT HV HIGH VOLTAGE ID INSIDE DIMENSION INV.EL INVERT ELEVATION KW KILOWATT LDPE LOW DENSITY POLYETHYLENE LED LIGHT EMITTING DIODE LF LINEAR FEET LPT LOW POINT LTD LIMITED LV LOW VOLTAGE LW LOW WATER MAX MAXIMUM MFR.REC MANUFACTURER'S RECOMMENDATIONS MH MANHOLE MID MIDDLE MIN MINIMUM N NORTH NA NOT APPLICABLE NIC NOT IN CONTRACT NO NUMBER NOM NOMINAL NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OH OVERHANG PB PULL BOX PC POINT OF CURVE PCC PRECAST CONCRETE PERF PERFORATED PERP PERPENDICULAR pH ACID/ALKALINE SCALE PH PHASE PI POINT OF INTERSECTION PKG PACKAGE PL PROPERTY LINE PLBG PLUMBING PRCST PRECAST PREFAB PREFABRICATE PROVPROVISIONAL PVC POLYVINYL CHLORIDE PWR POWER DAT DATUM DEG DEGREE DIA DIAMETER DIM DIMENSION DIST DISTANCE DIV DIVISION DWG DRAWING • EAST EA EACH EJ EXPANSION JOINT EL ELEVATION EP EDGE OF PAVEMENT EQ EQUAL EQSPEQUAL SPACING EQUIV EQUIVALENT EX EXISTING F FAHRENHEIT FC FOOTCANDLE VAR VARIES VERT VERTICAL VRFY VERIFY W WEST W/ WITH W/O WITHOUT WL WATERLINE WLD WELDED WT.EL WATER ELEVATION XFMRTRANSFORMER YR YEAR AT AND - / + DIMENSION TOLERANCE IJ ISOLATION JOINT HW HIGH WATER NP NORMAL POOL GB GRADE BREAK R RADIUS RCP REINFORCED CONCRETE PIPE RECIRC RECIRCULATE RECPT RECEPTACLE REINF REINFORCE REQD REQUIRED REV REVISION RLG RAILING ROW RIGHT OF WAY S SOUTH SALV SALVAGE SEG SEGMENT SHT SHEET SIM SIMILAR SPEC SPECIFICATION SQ SQUARE SSD SUBSOIL DRAIN SST STAINLESS STEEL STA STATION STD STANDARD SUCT SUCTION QTR QUARTER QTY QUANTITY CITY OF EDINA JAN 1 9 2023 PLANNING DEPARTMF F/ DAMON FARBER LANDSCAPE ARCHITECTS 401 North 2nd Avenue, Suite 410 Minneapolis, MN 55401 p: 612.332.7522 CITY OF EDINA SUBMISSION US INTERNET 6444 XERXES AVE, EDINA, MN I hereby certify that Nis document was prepared by me or under my direct supervision and that I ant a duly licensed Landscape Architect under the LTna of the Slate of Minnesota TOM WHOLOCK Skin/dere Date Dale 01-18-2023 DF/ NOW I 22.248 Scats VT e 1,0° Drawn /Checked J./TW REVISION LANDSCAPE NOTES L001 01-18-2023 22-246 M indicated JVJTW Dale OF/ Project Scale Drawn/Checked D F/ DAMON FARBER LANDSCAPE ARCHITECTS 401 North 2nd Avenue, Suite 410 Minneapolis, MN 55401 p: 612.332.7522 CITY OF EDINA SUBMISSION US INTERNET 6444 XERXES AVE, EDINA, MN I hereby certify that this document was prepared by me or under my direct supervision and Nat I am a duly Licensed Landscape Archkect under the laws of the State of Minnesota TOM WHITLOCK Approver Signature Dale REVISION TREE PROTECTION PLAN L002 NEW BUILDING, SEE ARCH. FFE: 885.50' EXIST SIGN. TO REMAIN / I TREE PRESERVATION NOTES SITE SPECIFIC NOTES 1. PROVIDE LMBING OF EXISTING TREES AS REDD FOR CONSTRUCTION ACCESS, CLEARANCE FOR PROJECT PATHWAYS, AND AS DIRECTED BY LANDSCAPE ARCHITECT. PRUNING & REMOVALS TO BE APPROVED BY LA PRIOR TO REMOVAL TREE PROTECTION 1. CONTRACTOR SHALL PRESERVE TREES SHOWN IN THE DRAWINGS TO BE PROTECTED AND PRESERVED. INSTALL TREE PROTECTION MEASURES PER DETAILS. 2. TREE PROTECTION MEASURES ARE TO BE INSTALLED PRIOR TO DEMOLITION AND SHALL BE MAINTAINED FOR THE DURATION OF THE CONSTRUCTION PERIOD. 3. NO WORK SHALL OCCUR IN TREE PROTECTION ZONES. 4. CONTRACTOR SHALL TAKE EXTRA PRECAUTIONS TO MINIMIZE DAMAGE TO TREES WHERE WORK IS DESIGNATED TO OCCUR WITHIN AND ADJACENT TO THE DRIPUNE OF TREES. REFER TO TREE PROTECTION DETAILS FOR TREE PROTECTION FENCE, TRUNK PROTECTION, AND PRUNING PRACTICES. 4.1. EXCAVATION WORK WITHIN DRIPLINE OF TREES SHALL BE UMIFED TO HAND REMOVAL, DIRECTIONAL BORING. AND AIR KNIFE ONLY TO MINIMIZE DAMAGE TO ROOT SYSTEMS. SEE SPECIFICATIONS FOR DIRECTIONAL BORING DEPTHS WITHIN DRIPLINE OF TREES. 4.2. WHERE WORK IS TO OCCUR WITHIN DRIPLINE OF TREES OR TREE PROTECTION ZONES, PROVIDE ROOT PRUNING. REFER TO PLANS FOR LOCATION. 4.3. PROTECT TRUNK AND BRANCHES FROM DAMAGE WHERE WORK IS DESIGNATED TO OCCUR WITHIN THE DRIPUNE OF TREES. 5. CONTRACTOR SHALL NOT PLACE TEMPORARY STRUCTURES OR STORE MATERIALS W TREE PROTECTION ZONES OR WITHIN THE DRIPUNE OF TREES. TREE PROTECTION FENCE SHALL PREVENT TRAFFIC MOVEMENT AND THE PLACEMENT OF TEMPORARY FACILITIES, EQUIPMENT, STOCKPILE, AND SUPPLIES FROM HARMING VEGETATION WITHIN LIMITS OF PROTECTION. ROOT PROTECTION NOTES: TREE PRESERVATION PLAN 1/6" =1*-0" DRIPLINE VARIES AVOID DISTURBANCE TO CRITICAL ROOT ZONE. WORK WITHIN THIS ZONE WILL REQUIRE ADDITIONAL MEASURES OF PROTECTION AND RESTORATION, TO BE RECOMMENDED BY ISA CERTIFIED ARBORIST. TREE PROTECTION FENCING & SIGNAGE, REFER TO DETAILS NOTES: 1. WHERE WORK IS TO OCCUR WITHIN THE DRIPUNE OF A TREE, CONTRACTOR TO USE AIR EXCAVATOR, DIRECTIONAL BORING, ROOT PRUNING, AND PRECAUTIONARY MEASURES AS DETAILED. ROOT PRUNING TO BE PERFORMED BY ISA CERTIFIED ARBORIST FAMILIAR WITH ROOT PRUNING PRACTICES. 2. ROOT PRUNING SHALL BE DONE WITH A TRENCHER OR VIBRATORY PLOW TO A DEPTH OF 18% ROOTS OVER 1.5' DIA SHALL HAVE A CLEAN CUT MADE EVA CLEAN SAW ON SURFACE OF THE ROOT. DO NOT PAlfj CUT ROOT ENOS. 3. ROOT PRUNING SHALL TAKE PLACE PRIOR TO CLEARING AND GRADING. STAKE LOCATIONS OF TREE PROTECTION PRIOR TO TRENCHING. TREE PROTECTION FENCING SHALL BE INSTALLED PRIOR TO DEMOLITION IN LOCATIONS SHOWN ON PLANS AND SHALL BE MAINTAINED FOR THE DURATION OF THE CONSTRUCTION PERIOD.TREE PROTECTION FENCING MAY BE RELOCATED AS NECESSARY WITH APPROVAL FROM THE LANDSCAPE ARCHITECT. WHERE WORK IS TO OCCUR WITHIN DRIPINE OF TREE, PLACE 4' DEPTH ORGANIC WOOD MULCH AT LOCATIONS SHOWN ON TREE PRESERVATION PLAN. PLACE TREE PROTECTION WITHIN DRIPUNE WHEN FULL DRIPLINE PROTECTION IS NOT FEASIBLE DUE TO EXISTING PAVEMENT OR OTHER OBSTACLES. ROOT PRUNING TRENCH, PRUNE ON 6 TREE SIDE OF PROTECTION FENCE, 6. WIDE MAX x 18' TYP DEPTH. DIRECTIONAL BORING PERMITTED AT MIN 4' DEPTH UNDER CROWN DRIPLINE OF TREES. OPEN TRENCHING PERMITTED OUTSIDE DRIPUNE. /Thl ROOT PRUNING AND DIRECTIONAL BORING DETAIL 4. BACKFILL ROOT PRUNING TRENCHES WITH EXCAVATED SOIL AND MULCH. MARK LOCATIONS WITH STAKES FOR FUTURE REFERENCE. SILT FENCE MAY BE INSTALLED IN TRENCH PRIOR TO BACKFILLING AS LONG AS TRENCH IS NOT OPEN LONGER THAN 48HRS WITHOUT WATERING. 5. DO NOT PERFORM ROOT PRUNING WHEN SOIL IS WET OR WHEN TOP 1. OR MORE OF SOIL IS FROZEN. 6. AVOID DISTURBANCE WITHIN CRITICAL ROOT ZONE. CRITICAL ROOT ZONE SHALL BE MEASURED FROM TRUNK OUTWARD AND CALCULATED AS FOLLOWS: • DBH <29.5' USE 1 FOOT RADIUS PER 1 INCH DBH, MIN 3' RADIUS • DBH > xr USE 1.5 FOOT RADIUS PER I INCH DBH (-4-O TREE PROTECTION SIGNAGE Art SPRUCE, 0 PROTECT 12' SPRUCE, TO PROTECT r / TREE PROTECTION FENCING, .-- PER DETAIL 2 / L002 TYP..- , Alr)i _ I / / , / I 711' PROPERTY LIMIT (VERIFY ON SURVEY 18- UNIDENTIFIED SPECIE-IA O PROTECT I I / TO PROTECT 5- CEDAR, 14' ELM,_.- - 4- - 1-- TO36" PROTECTMAPi-E *4i l, I ---,... TO PROTECTI / I" r:0 // e /VE I II 1. IN AREAS PRECAUTION 2. PROVIDE LOW-IMPACT 11 3. CONTRACTOR 1 I rr 4. TEMPORARY WHERE WORK OCCURS WITHIN DRIPUNE OF TREES AND IDENTIFIED AS ROOT PROTECTION ZONES ON PLANS, CONTRACTOR SHALL USE EXTRA TO MINIMIZE DISTURBANCE TO ROOTS DURING CONSTRUCTION ACTMTIES. PROTECTIVE 4. ORGANIC WOOD MULCH LAYER BENEATH AND AROUND CONSTRUCTION AREAS, CLEAN ROOT CUTTING BY ISA CERTIFIED ARBORIST, AND EXCAVATION MEASURES. REFER TO PROJECT NOTES AND SPECIFICATIONS SHALL NOT STORE MATERIALS, EQUIPMENT, OR PARK VEHICLES IN ROOT PROTECTION ZONES. ACCESS AND MOVEMENT ACROSS ROOT PROTECTION ZONES AND OVER PROTECTIVE MULCH LAYER TO FACILITATE THE WORK SHALL BE PERMITTED. CONSTRUCTION ACTIVITIES DURING THE DURATION OF THE REPAIR TO PROTECTIVE MULCH LAYER DISTURBED BY WORK. DRIPUNE VARIES TENSIONER: COATED WIRE OR NYLONE ROPE TO KEEP FENCE TAUGHT TREE PROTECTION FENCING: 451. ORANGE SNOW FENCING OR CONSTRUCTION GRADE CHAIN LINK. FASTEN TO POSTS WI H GALVANIZED WIRE TIES TREE PROTECTION SIGNAGE SPACED EVERY 50' ALONG FENCE. REFER TO SIGNAGE DETAIL POSTS: 7' Li-CHANNEL 1.12 LBS/FOOT STRENGTH PAINTED OR GALVANIZED 10 MAX. BETWEEN SUPPORTS PERSPECTIVE 1. 2. 3. TREE PROTECTION 1" =10'-0• 5-0' KEEP OUT TREE PRESERVATION AREA CALL asta-rorroorrirr TO REPORT VIOLATIONS PROHIBIDO ENTRAR ZONA DE PROTECION DEL ARBORI LLAMAR AL TEL WI-#!C PARA REPORTAR INFRACCIONES CITY OF JAN 1 INSTALL FENCE 6' MIN. OUTSIDE DRIPUNE OR AS SHOWN ON PLAN. II LAMINATED TREE PROTECTION SIGNAGE SPACED EVERY 50 ALONG FENCE PROVIDE CONTACT INFORMATION FOR CONSTRUCTION PROJECT MANAGER D F/ DAMON FARBER LANDSCAPE ARCHITECTS 401 North 2nd Avenue, Suite 410 Minneapolis, MN 55401 p: 612.332.7522 CITY OF EDINA SUBMISSION US INTERNET 6444 XERXES AVE, EDINA, MN I hereby certify that Nis document was prepared by me or under my direct supervision and bat t am a duly licensed Landscape ArchTect under the laws of the State is/Minnesota TOM WHITLOCK Approver Signature Dale Dale 01-16-2023 DF/ Project • 22-246 Scab VT 1.-0. Drawn / Checked REVISION SITE PLAN L100 CONC. WALK0 PER DETAIL 2 / L508 1 - 7 11/17 6 / // I 1/ - - - , ro MIN ST - \ FENCING, PER DETAIL 8 / L500 • • • 0 / NEW BUILDING, SEE ARCH. I I EXIST SIGN. I TO REMAIN I I FFE: 885.50' 90 / —PROPERTY LIMIT (VERIFY ON SURVEY). • rm. 117 717 41Mbi MMO • • • E-- \ • BITUMINOUS SURFACING, SEE CIVIL. • GENERATOR ENCLOSURE, SEE ARCH.. FFE: 884.001 X • • • • • 1'M/7 ft\ii.7.F1, 0 Rift C) 1/8" = 1.-0" SITE PLAN CITY OF EDINA JAN 1 9 2023 OLPARTMENT F/ DAMON FARBER LANDSCAPE ARCHITECTS 401 North 2nd Avenue, Suite 410 Minneapolis, MN 55401 p: 812.332.7522 ..••1. /116 ... iiiiIIITIIIP111111111111111111S111111111111111111111,1111111111/:11!!!!!!!!!!EESIIIIIIIIIIIIIII iiMMEMMOSAMMR ---- n 1101 110I NI:15 /OA 1101 . PROPERTY L MIT ERIFY ON SURVEY„. 11111111111111111111111111111111111 METAL EDGER 137.0 LF 11119111 1 - TI-B .11•• • • Vila Alpp 90111111111 011111.111 A OE NIMI/1141" !!!! VO‘P4011/11/1111111 it; .1.•,:;•i 441111,iii11011 /AAR ll li011111 . Ir!!!!' Iii '11121111111 4 4. . 1111111E11M! IA 1110111113 Ilei, vimira ttiII~~l pili „Air %cranium HVALIIN!! fi;h.311111 Irlir 4 . 1111:0 .--• *A. . akotttit, •• 16,4, V4111, aittkk&\CI- MUM ..44141110 "WSATIF . ... .... 'MEP 4111M011111 • 11 1 - TI-B - - * • 1,856`st-1-§2 • - METAL . *EDGER -95.5' 1 - TI-B miS irg 1111111111111111111111111111::1:;: n 7::::1111111111101,M111111q11- /6-WAWA._ BITUMINOUS SURFACING, SEE CIVIL NEW BUILDING, SEE ARCH. FFE: 885.50' 15 -TT -7,4176070.14114ik QN 6 - QN V GENERATOR ENCLOSURE, SEE ARCH. FFE: 884.00' PLANT SCHEDULE OOZES CCOE SOTAACA./C041..114./ KEE.CCAVESI WIATN/FALL 'FETA/ SUVA SVAS SOS I V., OATES OTT RBO10.21 UWAVAMOMMAJADANW.MMMTIA SVCS, WEIMAXWOONIAAR,O.PADIAM.OW MOMS CODE nmummmulauvaamomwmpuo. SOTA/C../COIACNIALIE SVGA EVE KOES IPAYAO OTY RAMO MOIMMAYVIVALMUNMOCIW.EQW.KMMOOMMMTV IS 0 COTCPEASTERALVEEISUILITOASELI/IXIIMOBI COT:FEASTER MARTI% OCCATEOCOI FUR WES. 0 •FAENIAA OAF TIAJES 1/0.70L•OCK 'MATCH TVA 00TOW.A./C<A1COINAIL ruprt.tor..vreew.ui MITES IVES. YMCAS IS CITY PAY406 0 .AWAMMUMAIMOMUMRAUMMTIARMMITAMOMMM90414 CENT Wet. 0 WYMMAIIMMAMINAWKWM 0 SCALOO10.ASCOEYRIN/LITTLEKIESTENI IVEY. OISOLOOCOANS VICE 001/104.1001•11.11AW WAE nOTES SIM.02 CITY R01/03 FES VONFIESOA ILIAD/CO 3StEEF . .•.'.•. 112 PAIMMAMWORTXMAffRAMAADO CITY OF EDINA TREE REQUIREMENTS REQUIRED TREES: 13 PROVIDED TREES: 15 (8 NEW, 7 EXISTING) REQUIRED TREES = PROPERTY PERIMETER (4897/ 40 TREE TYPE REQUIRED PROVIDED ORNAMENTAL 1 7 NEW 2.5" CALIPER 4 5 NEW 3.5" CALIPER 4 1 NEW 4.5" CALIPER 3 1 EXISTING, 3 NEW 5.5" CALIPER 3 5 EXISTING PLANTING NOTES: 1. TREES SHALL BE PLANTED PER DETAIL 1 / L500 2. SHRUBS SHALL BE PLANTED PER DETAIL 4 / L500 3. PERENNIALS SHALL BE PLANTED PER DETAIL 3 / L500 4. USE AIR EXCAVATION TO LOOSEN SOIL AND PLANT BELOW DRIPLINE OF MAPLE. FIELD ADJ. WILL BE REQ'D. HAND PLANTING ONLY TO MINIMIZE ROOT DAMAGE. 5. PLANT MATERIAL, MULCH, SOILS, AND COMPOST SHALL BE INSPECTED FOR JUMPING WORMS PRIOR TO PLACEMENT AND DISTRIBUTION OF MATERIALS ON SITE. INSPECTION SHALL BE PERFORMED BY LANDSCAPE ARCHITECT. NOTIFY LA MINIMUM OF 48 HRS PRIOR TO MATERIAL ARRIVAL. SEE SPECIFICATIONS FOR SUBMITTAL REQUIREMENTS. JUMPING WORMS ARE AN UNCLASSIFIED INVASIVE SPECIES IN MINNESOTA AND PROVIDE A THREAT TO NATURAL ECOSYSTEMS. CITY OF EDINA SUBMISSION US INTERNET N 4//1-(1, ERIFYON SURVey Dale DF/ Prciect Scale Dawn / Checked REVISION N (Th PLANTING PLAN 1/8” = 1.-0" PLANTING PLAN CITY OF EDINA JAN 1 9 2023 L101 F-LANNING DEPARTiviLNI 6444 XERXES AVE, EDINA, MN I hereby corlify that this document was prepared by me or under my direct supervision and that I em a duly licensed Landscape Architect under the laws of the Stale of Minnesota TOM WHITLOCK Approver Signature Date 01.182023 22.246 As indicated 6011W F/ DAMON FARBER LANDSCAPE ARCHITECTS 401 North 2nd Avenue, Suite 410 Minneapolis, MN 55401 p: 612.332.7522 CITY OF EDINA SUBMISSION US INTERNET 6444 XERXES AVE, EDINA, MN I hereby certify that this document was prepared by me or under my direct supervision and that I am a duly licensed Landscape Archaect under the laws of the Stale of Minnesota TOM WHRLOCK Approver Signature Date Date 01-18-2023 OF/ PrNect a 22-248 Seale As indicated Drawn/ Checked JV/TW REVISION SITE DETAILS L500 GRID SPACING LAYOUT PLAN TRVNGULAR SPACING LAYOUT PLAN (71O TREE PLANTING 3/4" = 1'-0" rk--) PLANT SPACING 3/4" =1'-0" NOTE: REFER TO PLANTING SCHEDULE PLANT SPACING. 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 (I," 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. PROVIDE & INSTALL RODENT PROTECTION. r HARDWIRE CLOTH MESH CYLINDER, 8" DIA. OR GREATER X 36" MISTAKE IN PLACE. PER SPEC PLANTING PIT TO BE TWO TO FIVE TIMES THE DIAMETER OF THE ROOT BALL, SLOPED 36" RADIUS =FRE =-1 Ell1=111111E111111=1 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 -1=11 P3A-1 \ --941•11 -TIMM ' knal )03111 MN 'W MEM .1,11. 11.1 NTSMECe' h Air =u lAtVingrAPM ,t '\kt 6' DIAMETER MULCH RING EDGE CONDITION VARIES; REFER TO PLAN CONTAINER GROWN MATERIAL SHALL HAVE ROOTS AND SOIL LOOSENED PLANTING SOIL FOR PERENNIALS SCARIFY SIDES AND BOTTOM OF ENTIRE BED WITH SPADE BY HAND TO BIND WITH PLANTING SOIL UNDISTURBED SUBGRADE 3 MULCH; DO NOT PLACE IN CONTACT WITH PLANT STEM APPLICATION OF PRE-EMERGENT HERBICIDE 3. MULCH; DO NOT PLACE IN CONTACT WITH SHRUB STEM CONTAINER GROWN MATERIAL SHALL HAVE ROOTS HAND LOOSENED EDGE CONDITION VARIES; 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 ri) METAL EDGER OMEGA ARCHITECTURAL FENCE SYSTEM, INSTALL PER MANUFACTURER RECOMMENDATIONS. 6" X 6. BASE PLATE C-FLANG3GV 12" DIA SONOTUBE FOOTING. 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 TYPICAL CONCRETE PAVING OPERENNIAL PLANTING 1" = V-0" PREPARE PLANTING SOIL FOR THE ENTIRE BED '10 OA. SPACING ArAlgriffiragralk WAWA, pes aYrc q1 PREPARE PLANTING SOIL FOR THE ENTIRE SEG OSHRUB PLANTING \„,._y 3/4" =1'-0" EO. 112 PLANT SPACING UNLESS OTHERWISE NOTED ON PLANTING SCHEDULE 8 PLAN 1/2 PLANT SPACING UNLESS OTHERWISE NOTED ON PLANTING SCHEDULE 8 PLAN 40 C) /2" = 1'-0" FENCING PLANTED AREA 3/16. METAL EDGER wrTH STAKE SEEDED AREA HOLD FINISHED GRADE 1/2" BELOW EDGER. EQUALLY SPACED SEGMENTS- MAX 7-6T OZ. SPACING 12. MIN MASTIC SEALANT, PER SPECIFICATIONS; COLOR TO MATCH ADJACENT PAVING. WIDTH TO DEPTH RATIO OF MASTIC TO BE PER MANUFACTURER'S RECOMMENDATIONS. CLOSED CELL FOAM BACKER ROD 4' CONCRETE WALK. MIX PER SPEC. 0,6" D-6" -Cf. 6' COMPACTED AGGREGATE BASE TYPICAL EDGE, FORM AT 90 DEGREES TO APPEAR SIM. TO CONTROL JOINT EDGE PREMOLDED EXPANSION JOINT FLIER PER SPECIFICATIONS EXISTING SUBGRADE, COMPACTED. SEE CML TYPICAL EXPANSION JOINT- ENLARGED EXPANSION JOINT TO OCCUR 20.0.C. MAX AND AT CONSTRUCT/ON JOINTS, RAMPS, WALLS. AND OTHER VERTICAL OBSTRUCTIONS. REFER TO PLAN FOR LOCATIONS CITY OF EDINA 023 'LANNjINACN-; 1 1)2 ivibN I DEPTH OF CUT TO BE 1/4 THE DEPTH OF SLAB; MAKE ALL SAW CUTS WITHIN 12 HR. OF CONCRETE POUR 1/4T THICK CUT TYPICAL SAWCUT CONTROL JOINT O CONCRETE JOINT WORK 1/2" = 1 Es#019. vt.Tts,w.Thamrsarirs•vio•vhamis..2.0,,A.11 Eir2 a Vara►ingglinitaigaPrAit4,1 tri; Lalar MAIL ITagral42 11-11 11=11=11=11=IL=.11= — .11.—.1 —IL IL— .fi—.0=111L=IL—n= — — =T 11-11.-11 II—II—II-11—n— —11=11 —11=11=11.= =11= F=11=11=11 11=IL=1102= = 1 11..Terti-r.E._--ATILB141 -,11=11=11=11=11-- OCONCRETE WALK 3/4" = 10" D F/ DAMON FARBER LANDSCAPE ARCHITECTS 401 North 2nd Avenue, Suite 410 Minneapolis, MN 55401 p: 612.332.7522 CITY OF EDINA SUBMISSION US INTERNET 6444 XERXES AVE, EDINA, MN I hereby certify that this document was prepared by me or under my direct supervision and that I am a duly *tensed Landscape Archked under the laws of the State of Minnesota TOM WHITLOCK Approver Signature Date Date 01-18-2023 DE/ Project* 22-246 Scale As irvicated Drawn/Checked Jv / TW REVISION SITE PERSPECTIVES L501 OPERSPECTIVE 1 - LOOKING WEST NOT TO SCALE (5) PERSPECTIVE 2 - LOOKING NORTH NOT TO SCALE r-f-4-O PERSPECTIVE 3 - LOOKING SOUTH slly NOT TO SCALE VIFW KEY 0 0 6=r-- 0 ILO -L—(5 O. '\ `Y 1 CITY OF EDINA JAN 1 9 2023 PLANNING nc7r, IMENT PARKING LOT EXIST. SIGN OW FESCUE • SHADE TREE • :J 713-EFITITI -STREET TREES....- ' NEW BUILDING SEE ARCH. NAMEill'AL RO dik GENERATOR ENCLOSURE SEE ARCH. rl XERXES AVE EXIST. DRIVE 0 ILLUSTRATED PLAN 1/8" = 1.-0" F/ DAMON FARBER LANDSCAPE ARCHITECTS 401 North 2nd Avenue, Suite 410 Minneapolis, MN 55401 p: 612.332.7522 CITY OF EDINA SUBMISSION US INTERNET 6444 XERXES AVE, EDINA, MN I hereby certify that this document was prepared by me or under my direct stipends& and that I am a dub licensed Landscape Architect under the laws of the Stale of Minnesota TOM VVHITLOCK Apployer Signature Date Dale 01-18-2023 DF/ Proiect • 22-246 Scale 1/6'= ILO" Drawn / Checked BS / TW REVISION ILLUSTRATED PLAN L502 CITY OF EDINA JAN 1 9 2023 r—I 0 N N (i) >s a) X Lc) PREFINISHED METAL FLASHING BUILDING MATERIAL SAMPLE BOARD 1/18/23 CULTURED STONE - CORONADO BELGIAN CASTLE BROOKSIDE EIFS BASE COLOR STUCCO FINISH MECHANICAL SCREEN (ROOFTOP) PAINTED HOLLOW METAL DOOR AND FRAME MEYER GROUP ARCHITECTURE CITY OF EDINA JAN 1 9 2023 I 'LANNING DEPARTMENT 1022 / / / I / i MOS .727 76 ,, L-1;;;ER AVI:"_-,^f b'E- ,L,'DDITi?,"si ,-- Ev.ock 2 , 26172 I W ( ._ .21111! .5.89'45'524E O / \ -FiNcE1 tits 0.5 FL itg. \ 6.;,4;sou111 OF.PROFERTY UNE \ ° \ 20. , ITEM 14 .., s ITEM 11 111 s--;.-AREA DESCRIBEDIN QUIT am, s'..,-SAMTARY SERER EASEMENT 2 / DEED DOC. NO. 4471805 / PER 00CM. 546512 _g_± _ _ ?4------.- _ _ _ 1,2_Z' - ,, _ / -., ' _ !, - ,,. ,..112612 1210011 SU: / ;/' 725 F). 886.32 FT.; / /// /I L. EXISTING CONDITIONS SURVEY FOR: U.S. Internet ( 2214/ Al OMER: JOSEPH & JANE COSTA F ADDRESS: 6438 XERXES AVE RID.: 29-028-24-24-0119 ZOIIG: R2 26616 stfr TR LEGAL DESCRIPTION: Lot 8, Block 2, Xerxes Avenue Addition. Hennepin County, Minneaota. (Torre. Property - Certificate of Title No. 1217133) ases21 ass- 1.72 132.82 TOP FENCE UES ET.-' SOUTH OF PROPERTY UNE 71 1612.614 sev.802(5) eaLs00 s 12' PCP GENERAL SURVEY NOTES: 1. The orientation of thls bearing syatem is bosed on the Hennepin County coordinate grid (NAD 83-2011 Adj.). 2. The legal description ond easement information ueed in the preparation of this survey is based on the Commitment for Title Insuronce prepared by First Americon Title !neuron. C.npany. Commitment No. NCS-1136360-MPLS dated June 12. 2022. 3. The ongulor rotation measured clockwise from record bearings depicted on the plat of XERXES AVENUE ADDITION to this aurvey Is 00 degrees 04 minutes 40 s.onds. 4. The surveyed property hos direct access to Xerxes Avenue South, a public right of way. 5. The contours depicted hereon are per elevation data collected whee conducting the fieldwork. The contour interval is 1 foot. SITE BENCHMARK: Top nut of hydrant In Northeast corner of surveyed property Devotion = 886.45 feet. (City of Edina Oatum) 6. The total area of the property deecnbed hereon Is 15,113 square feet or 0.34695 acres. 7. The property described hereon lie, within Flood Zone X (Areas determined to be outeide the 0.2X annual chance fl.dploin) per Federal Insurance Rate Mop No. 27053C 0364 F, dated November 4, 2016. 8. Existing utilities, services and underground structures shown hereon were located either physically, from existing records made available to Lie, by resident testimony. or by locations provided by Gopher State One Call, per Ticket No. 223390820. However. lacking excavation, the exact lo.tion of undergr.nd features connot be accurately, completely and reliably depicted. Where oddiUonol or more detoled information is required, the client is advised that excavation may be necessary. Other LIM., and services may be present and verification and locotion of all utilities and services should be obtained from the owners of the respective utilitiee prior to any design, planning or excavation. The utility mopping completed as port of this survey meets the specifications of Quality Level C In accordance with Cl/ASCE 38-02 'Standard Guidelines for the Collection and Depiction of Existing Subsurface Utility Data." 9. As of the date of U. survey the property described hereon contains a total of 9 standard parking sp.es. 10. No zoning report or letter was r.eiv.. The zoning closellications depicted hereon ore bosed on informal. shown on the City of Edina Zoning Mop https://edinagis.maps.arcgis.corn/apps/weboppviewer/Indeohtmlfidwile8c334180d0.39ba8741(20e55afe5 Ws. ITEM 12 Asses -easess,,-PUBUC 1111UTY EASEMENT i PER DOC. NO. 4471806 11 22.10 -e. as ▪ 7 1---482.07 41M22 /-'"41s, s sss, 158,/, 'awe __ / _ sae) ..1_____, r ..F. 22442- -aloe '66114 met / / ///////,/ / / / /I_ LI, ' HEST UNE OF THE RES1RICRON ig / -tir, UNE OF-Th Or., /i, RECITED IN 00C. NO. 1299590 / , ME RESIRICRON \ RECIIED IN 00C. , NO. 1299590 _ LEGEND: 7-5 SANITARY MANHOLE CATCH BASIN HYDRANT STOP BOX SPRINKLER BOX MR CONDITIONER ELECTRIC AIETE_R UTILITY POLE GUY WIRE GAS METER SIGN PARKING COUNT SPOT ELEVATION EXISfiNG CONTOUR LINE T 75 -(""" 84- \"-PM FIELD MARKINGS / 1r %WC 122.50 /, lr VCT (PER PLAN) / :p- / t-- 57'50 -I- (-1611..1.13 „„. sese(s) asse00 16 PVC s ITEM fO e-SARY SERER EASEMENT 1 I PER I 0C. NO. 1299590 1379.1T" 21.21121 211.64.100 666.6661 161.2645(2) 61±&16). TREE CHAJN UNK FENCE HAIM RAIL SANITARY SEVIER STORM SEWER WATERMAIN UNDERGROUND TELECOMMUNICATION UNDERGROUND GAS 6444 XERXES AVENUE SOUTH P.1.D.: 29-028-24-24-0120 ZONING: POD-1 662.2 6-1 V L_I EXIS11NG BUILDING 1 SR3RY BRICK BUILDING AREA: 2,084 soft ITEM9 & UIIUTY EASEMENT PER PLAT OF )(IMES AVENUE ADDIIION (/) - C) T.) C) 74227 (1) (%i (1) <C C) 41 ?1:4; cgA2 oil owN 53.. E LOT BFR1MINOUS SURFACE CONCRETE SURFACE CITY OF EDINA .0\ kOCK / 2 _5 2622 JAN 1 9 7023 74 ,-BUXDING Waif: 15.0 FT • FFE: 886.78 FT.; _ .611214" GOPHER STATE ONE CALL NOTE: List of utilities noUfied per Gopher State One Call Ticket No. 223390820. CITY OF EDINA ELECTRIC CITY OF EOM FIBER OPTIC CITY OF RICHFIELD CENTURYUNK - CTLOL HENNEPIN COUNTY PUBUC WORKS MCI METROPOLITAN COUNC1L(MCES) AT&T TRANSMISSION COMCAST ClTY OF EDINA WATER OTT OF EDINA SANITARY SEWER CITY OF EDINA STORM SEWER CENTERPOINT ENERGY XCEL ENERGY ra mum 4- 01P (PER PLAN) A r-‘17‘17-Int, I I SURVEY ITEMS PER SCHEDULE B: Sub}sct to utility and drainage easements as shown on plot Xerxes Avenue Addition, r.orded October 2, 1956, as Document No. 511402, shown os a recital on the Certificate of Title. ITEM 9. 40; .24 Said drainage ond easement affects the .rveyed property and is depicted hereon. 22.70 69285466117 10. Subject to a perpetual easement for sanitary sewer purpose. over port of obove land as shown in Document No. 1299590, shown as a recital on the Certificate of Title. 20 30 Said sanitary sewer easement affects the surveyed property and Is depicted hereon. The existing bailing Is permitted to be within said easement. Said eosement also contains a douse that restricts surfoce disturbance or entry Into the port of the easement lying 57.5 feet east of the west line of Lot 8 and 122.5 feet east of the west line of Lot 8. '1 ..." C.1 I • 2,9.-0282TP,V4P5av 4-4 I ,r4r-•..c \ • <-:..,-4.,j,/".... . ----- '4..t- - CW/40: ti,21-4S 4 I 626114 0 10 SCALE IN FEET ITEM 11. Easem.t for Sanitary Sewer purposes, together with any incidental rights, in favor of Wage of Edina, a Minnesota corporation, os contoined in the Quitclaim Deed, dated October 30, 1957, recorded Decernber 5, 1957, as Document No. 546512. • FOUND IRON MONUMENT 424 Said sanitary sewer easement affects the surveyed property and depicted hereon. KI ITDA 12. Easement for public utility purposes, together with ony incidental rights, In favor of City of Edina, a Minneeota municipal corporation, as contained in the Gront of Permanent Easement, dated January 4, 2008, recorded February 22, 2008, as Document No. 4471806. 62116022121 Said public utlity easement affects the surveyed property and is depicted hereon. ITEM 14. The following document. ore memorials and/or recitole on the certificate of title: a) Quit Claim Deed dated January 29, 2008, recorded February 22. 2008, as Document No. 4471805. Said quit deka deed affects the surveyed property. The area described in said quit claim deed is depicted hereon. 5510.52177 CERTIFICATION: I hereby certify that this survey, plan, or report eras prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the la. of the State of Minnesota. 12 Date of survey: December 20. 2022. Dote of signature: De.mber 21. 2022. Eric A. Roeser Minnesota License No. 47478 eroeserOefneurvey.com VICINITY MAP NOT TO SCALE 4' FIELDWORK CHIEF: FIELD BOOK PAGE PROPERTY ADDRESS: SURVEY FOR: REVISIONS 475 Old Highway 8 NW, Suite 200 New Brighton, Minnesota 55112 PHONE: (612) 466-3300 WWW.EfNSURVEY.COM Egan, Field & Nowak, Inc. COPYRIGHT 0 2022 By EGAN, FIELD & NOWAK, INC. DESCRIPTION EXISTING CONDITIONS SURVEY NO. DATE AV 2022/06/11 REVISED PER COMMENTS DRAWN BY: DL. DAV 6444 Xerxes Avenue South Edina, Minnesota 55423 U.S. Internet 2022/12/16 ADDED TOPOGRAPHIC INFORMATION 2 DRAWING NAME: 40755 TOPO.dwg CHECKED BY: EAR JOB NO. 40755 land surveyors since 1872 FILE NO. SHEET 1 OF 1 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 their zoning application. Upon receipt of this form, please email Sustainability Division lead, 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. Development Address: Developmer Applicant Name: Date: Is the development seeking a PUD or City financing? See Sustainable Buildings Policy if so 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/Yes Will the buildings meet SB2030 energy goals? No Will the building be LEED certified? No Will all appliances and equipment be Energy Star or EPA WaterSense certified? N/A Will water heaters be electric or natural gas? Electric Tankless on demand system Will building heat be powered by electricity or natural gas? Electric Will different strategies to conserve energy (beyond those required by code) be included? If so, please describe No Will there be renewable energy such as solar or wind be generated on site? No Will the project include a geothermal system? No Will the completed project subscribe to a community solar program or other renewable energy program? No Will there be purchase of renewable energy credits (RECs)? No Comments: Managing Storm Water What percent of the property is pervious surface before the redevelopment? What is the percent post development? N/A 39.98% Existing vs. 44.62% Proposed What new surfaces will be pervious? (i.e. Sidewalks, driveways, overflow parking) N/A Building, sidewalks, driveways and associated parking Will a green roof be included on the new structure to assist in storm water retention? No City of Edina – New Construction Sustainability Questionnaire Page 2 City of Edina Sustainable Construction Questionnaire Will rain gardens or similar features be included on site to filter and retain the storm water? No Comments: Net decrease in impervious area from existing to proposed conditions Landscaping Features to Manage Air Quality and Heat Island Effect Will existing healthy trees be protected and saved? Yes One tree will be removed and replaced, all others will be saved. What percent of the property is covered by tree canopy before redevelopment? What is the percent post development? N/A 18% Existing vs. 30% Proposed Will you meet the current tree preservation and planting ordinance? Yes 13 trees are required and 15 will be included Will shade trees be provided along roadways, drives and surface parking areas beyond those required by code? Yes 3 Tilia americana ‘Boulevard’ trees are included along Xerxes Avenue Will native plantings be used in the landscaping? Yes Will landscaping include pollinator-friendly varieties? Yes Will future owners and managers be trained in methods to avoid harmful chemicals being used on landscaping? Yes Comments: Managing Construction Waste Will demolition of existing structures meet LEED Green Building Demolition and/or B3 State of Minnesota Sustainable Building Guidelines? No / No Will existing building elements be salvaged for reuse? Example, timber, steel, asphalt, cabinets, etc. Yes Are scrap and excess construction materials being separated and recycled? Yes Are workers provided with separate recycling dumpsters and training in proper use? Yes Comments: Managing Operational Waste Will a recycling service be provided to those in the multifamily complex? To any businesses on site? N/A Will an organic recycling service be provided to those in the multifamily complex? To any businesses on site? N/A Will future users of the building be provided with education and training regarding proper recycling practices? N/A Comments: City of Edina – New Construction Sustainability Questionnaire Page 3 City of Edina Sustainable Construction Questionnaire Managing Water Consumption Is the project including features to reduce water consumption beyond features required by code? No 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 Will outdoor landscaping watering system include a water sensor to automatically reduce watering in wet conditions? N/A Comments: Sustainable Transportation Features Is the site accessible by public transit within ½ mile? Yes 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. No 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? No Is bike parking available near the main entrance for guests? Space in parking structure (e.g. bike corral, bike lockers) for residents’ bikes? N/A Is bike parking and a shower facility provided for employees? N/A Do you have EV Charging Stations for owners, guests or customers to use? N/A Will there be parking spaces provided for car- sharing vehicles to reduce the overall number of cars? N/A Updated June 2022 Survey Responses Public Hearing Comments 6444 Xerxes Ave. S. Better Together Edina Project: Public Hearing: 6444 Xerxes Ave. S. Conditional Use Permit VISITORS 89 CONTRIBUTORS 6 RESPONSES 6 0 Registered 0 Unverified 6 Anonymous 0 Registered 0 Unverified 6 Anonymous Respondent No:1 Login:Anonymous Email:n/a Responded At:Feb 14, 2023 05:50:43 am Last Seen:Feb 14, 2023 05:50:43 am IP Address:n/a Q1.First and Last Name Al Cobb Q2.Address 6309 York Ane. #102 Q3.Comment I would rather see a warehouse type building in a warehouse district. I would vote no for the variance. Thank you for allowing community input. Respondent No:2 Login:Anonymous Email:n/a Responded At:Feb 15, 2023 12:58:47 pm Last Seen:Feb 15, 2023 12:58:47 pm IP Address:n/a Q1.First and Last Name Anne Peterson Q2.Address 6450 York Ave So #208 Edina Q3.Comment My concerns are about height of building? Added traffic and noise? I see a separate generator building on back, will that add noise? Is this the type of building that would add extra traffic 24 hours a day? If there can’t be windows because of security does this building bring added danger to neighbors? Respondent No:3 Login:Anonymous Email:n/a Responded At:Feb 18, 2023 18:14:07 pm Last Seen:Feb 18, 2023 18:14:07 pm IP Address:n/a Q1.First and Last Name Patrick McDougle Q2.Address 3250 W. 66th St. #637 Q3.Comment I live on the same block as this proposed structure and there are a few things that it'd be great to incorporate if there are changes / conditions for this site. 1.) If there's anything that can be done with the placement of this building such that continuing 65th street through to Xerxes would be possible in the future, that'd be great. 2.) The sidewalk is a nice touch, but what does it connect to to the West? There's nothing there. Have the adjacent property owners weighed in on if they would be amenable to continuing this through to York Avenue? 3.) Please make sure that noise mitigation is part of the plan for this site. Often times utility buildings can emit whirring or humming that is a public health hazard (long-term hearing damage) and a disturbance to peace. 4.) Does this building need to be so tall? Next to the duplex to the north and the insurance office to the south, this building will feel kinda imposing (especially without the transparency as requested) Respondent No:4 Login:Anonymous Email:n/a Responded At:Feb 26, 2023 11:48:43 am Last Seen:Feb 26, 2023 11:48:43 am IP Address:n/a Q1.First and Last Name Angie McMillan Q2.Address 2808 w. 71 1/2 St, Richfield Q3.Comment A building with ZERO windows. I think not! Why is this even being considered? If you need a building with privacy, tint the damn windows! Sorry, but this sounds very suspicious to have a building with no windows. What would be going on inside that building? Against! This is too close to a public school to have this kind of “privacy” and put kids potentially in danger! Windows are a must! Period! Respondent No:5 Login:Anonymous Email:n/a Responded At:Feb 26, 2023 18:05:15 pm Last Seen:Feb 26, 2023 18:05:15 pm IP Address:n/a Q1.First and Last Name Joseph Wenzel Q2.Address 6617 Thomas Ave S, Richfield MN Q3.Comment I support the variance. US internet provides an essential service that can help the lives of many local residents. Without the variance they would have to install superficial windows that would needlessly increase the cost of the structure. Being a technology center security is of the utmost importance. Respondent No:6 Login:Anonymous Email:n/a Responded At:Feb 27, 2023 14:52:34 pm Last Seen:Feb 27, 2023 14:52:34 pm IP Address:n/a Q1.First and Last Name John Hamilton Q2.Address 6125 Beard Ave S Q3.Comment Not a very handsome building, and clearly not intended to be one. Once this creature is built, it will freeze the site for many years as an unfortunate utility building orphaned in the middle of Xerxes. There are hundreds of existing office buildings that have excess floor space all over Edina that would happily accept a long term tenant. I see no reason to approve it and certainly no reason to allow a variance. If the Owners do not respect the community any more than they have illustrated, then the feelings are reciprocal. Conditional Use Permit & Variances –6444 Xerxes Avenue (U.S. Internet) EdinaMN.gov 2 Site EdinaMN.gov 3 Site EdinaMN.gov 4 EdinaMN.gov 5 Site 4/05/12 6 Site 4/05/12 7 4/05/12 8 4/05/12 9 4/05/12 10 4/05/12 11 EdinaMN.gov 12 4/05/12 13 Request Requires: EdinaMN.gov 14 •Conditional Use Permit & Variance Section 36-579 of the zoning ordinance requires buildings in the POD District to meet the following standards: •All new front building facades in the district that face the public realm must have 75 percent transparency (ability to see inside the building) at the ground level. •All facades on the first vertical 60 feet of a building (above grade) shall use natural materials (brick, stone) facing the public realm (streets, parks, sidewalks). •Ground level first floors must have a minimum floor to ceiling height of 20 feet. EdinaMN.gov 15 City Standard Proposed Front –Xerxes AvenueSide Yard –NorthSide Yard –SouthRear –West 35 feet 20 feet 20 feet20 feet 35 feet20 feet20 feet 30+ feet Over-story Trees 12 trees required (number is based on the perimeter of the site) 24 trees existing and proposed on the site 4/05/12 16 1. Does not have an undue adverse impact on governmental facilities, utilities, services or existing or proposed improvements. 2. Will generate traffic within the capacity of the streets serving the property. 3. Does not have an undue adverse impact on the public health, safety, or welfare. 4. Will not impede the normal and orderly development and improvement of other property in the vicinity. 5. Conforms to the applicable restrictions and special conditions of the district in which it is located as imposed by this Section. 6. Is consistent with the Comprehensive Plan. Conditional Use Permit Criteria Primary Issue EdinaMN.gov 17 • Is the Conditional Use Permit (CUP) criteria met and the variance reasonable for the site? Yes, the CUP criteria is met, and the variances are reasonable for the following reasons: 1. As demonstrated on pages 2-3 of this report, the findings for a conditional use permit would be met. 2. The proposal meets all minimum Zoning Ordinance standards except for the building material. 3. The variances are reasonable given the use of the structure as a utility building and the need for security. The purpose of the 75% transparency requirement is to make commercial uses more inviting to the public. This is not a site that will generate traffic from the public. The first eight feet of the 20-foot building will be made of stone. 4/05/12 18 4. The plan includes landscaping and trees to exceed City Code, and partially screen the building. 5. A pedestrian sidewalk would be added along the north lot line for residents to the west and north access to the commercial area to the east and south. 6. The proposal would improve and expand internet serve to Edina residents. Better Together Edina EdinaMN.gov 19 Staff & Planning Commission Recommendation EdinaMN.gov 20 City Council Recommended Action Close the public hearing at noon on March 27, 2023 and continue action to April 4, 2023. EdinaMN.gov 21 Edina City Council Public Hearing March 21, 2023 US Internet 2Confidential •US Internet is a fiber internet service provider. •Established in 1995 •Privately owned and operated. Headquartered in Minnetonka •Currently provides residential internet service in portions of Minneapolis, St Louis Park, Minnetonka and Northeast Edina •Numerous Edina residents have expressed interest for service US Internet’s Coverage Map 3Confidential Construction Process 4Confidential FIBER TO THE PREMISE •Conduit deployed underground on both sides of the street in the Right of Way •Dedicated conduit to each building subscribing In Neighborhood Central Office (Switching Station) 5Confidential Central office constructed at 3651 Snelling Avenue South •Conduit/fiber in neighborhood comes back to the central office To service central and southern Edina, a central office is required 6Confidential •Property acquired at 6444 Xerxes Avenue South •USI would construct a 1,900 square foot facility •USI has met the conditions of Section 36-1273 Utility Buildings and Structure Perspective 1 –Looking West 7Confidential Perspective 2 –Looking North 8Confidential Perspective 3 –Looking South 9Confidential Overhead View 10Confidential USI is requesting; - 11Confidential •A conditional use permit be granted •A variance to construct the facility with no windows due to security concerns •Use of materials (cultured stone) to maintain consistency with projected projects 12 Appendix Confidential Current Structure at 6444 Xerxes 13Confidential Benefits of a Fiber Network to a City 14Confidential •Helps make a more “attractive” city •Promotes Economic Development –High speed internet spurs economic growth especially in the technology sector •Increases property values •Increases competition More than 1,100 cities have made requests to Google for a fiber network while they have entered 6 cities •Cities not selected by Google are in some cases building themselves or partnering with others •Supports the increase of “work and learn” from home How is USI different than other Providers? 15Confidential •Network Design •Dedicated fiber to each building passed •“Future proof” Construction •No sharing bandwidth with the neighbors •Fastest speeds •Best in class Customer Service •Google star rating of 4.6 •Best Value Pricing •No Contracts •Belief and adherence in Net Neutrality •Locally owned and operated •Founders and the management team born and raised in the Twin Cities •Headquarters in Minnetonka Section 36-1273 Utility Buildings and Structures 16Confidential •(a) Utility buildings and structures owned by the city.Utility buildings and structures owned by the city and used for rendering service to all or any part of the city (but excluding warehouses, maintenance buildings and storage yards) shall be a permitted principal or accessory use in all districts. •(b) Other utility buildings and structures.Utility buildings and structures owned by private utility companies or governmental units other than the city, and used for rendering service to all or any part of the city (but excluding warehouses, maintenance buildings and storage yards) shall be a conditional use in all districts and shall only be constructed pursuant to a conditional use permit granted in accordance with article V of this chapter. Conditions to be met; (1) Does not have an undue adverse impact on governmental facilities, utilities, services or existing or proposed improvements; (2) Will generate traffic within the capacity of the streets serving the property; (3) Does not have an undue adverse impact on the public health, safety or welfare; (4) Will not impede the normal and orderly development and improvement of other property in the vicinity; (5) Conforms to the applicable restrictions and special conditions of the district in which it is located, as imposed by this chapter; and (6) Is consistent with the comprehensive plan. US Internet Believes in Net Neutrality 17 •We provide open networks •We do not block or filter content •We do not provide preferential network treatment •We do not throttle web traffic •We do not have data caps or overage charges •We do not interfere with web traffic •Reasonable network practices that are neither anticompetitive nor prejudicial Our network is being built to handle increased internet usage and demands so we can continue to promote net neutrality Confidential 18 Thank You! Confidential RESOLUTION NO. 2023-22 APPROVING A CONDITIONAL USE PERMIT AND DENYING VARIANCES FOR U.S. INTERNET AT 6444 XERXES AVENUE BE IT RESOLVED by the City Council of the City of Edina, Minnesota, as follows: Section 1. BACKGROUND. 1.01 US Internet (USI) Corp. is requesting a Conditional Use Permit and Variance to construct a 1,900 square foot, 20-foot-tall utility building at 6444 Xerxes Avenue. The Variance requested is to construct a building with no windows due to security concerns and built with cultured stone and EIFS instead of brick or stone entirely. The existing structure would be removed from the site and the new building constructed. The facility would provide improved internet services to Edina residents. USI currently serves the north/northeastern portions of Edina. The building on Xerxes would cover central and southern Edina. There would be one employee on the site providing service for customers. Customers do not travel to the site for service. 1.02 A Conditional Use Permit is required for the private utility building. 1.03 The property is legally described as follows: Lot 8, Block 2, Xerxes Avenue Addition, Hennepin County Minnesota 1.04 To accommodate the request, the following land use applications are requested: 1. A Conditional Use Permit. 2. Variances to construct a building with no windows due to security concerns and built with cultured stone and EIFS instead of brick or stone entirely facing the public realm. 1.05 On March 15, 2023, a Planning Commission recommended for approval failed. Vote: 4 ayes, 4 nays. 1.06 On March 21, 2023, the City Council held a public hearing on the Conditional Use Permit and Variances. Section 2. FINDINGS FOR CONDITIONAL USE PERMIT 2.01 Approval is based on the following findings: 1. The proposal meets the Conditional Use Permit conditions per Chapter 36 Sec. 36-305 of the Edina Zoning Ordinance. RESOLUTION NO. 2023-22 Page 2 2. The proposal meets all applicable Zoning Ordinance requirements except for building material. 3. The proposal does not meet the Variance Criteria in Chapter 36 of the City Code. There is no practical difficulty in constructing the building with brick or stone or to have 75% of the street facing façade transparent. The building must therefore be constructed to meet all zoning ordinance requirements. 4. The proposal would improve and expand internet serve to Edina residents. Section 3. APPROVAL – CONDITIONAL USE PERMIT NOW THEREFORE, it is hereby resolved by the City Council of the City of Edina, approves the Conditional Use Permit for US Internet at 6444 Xerxes Avenue. Approval is subject to the following conditions: 3.01 Subject to staff approval, the site must be developed and maintained in substantial conformance with the following plans, unless modified by the conditions below: 1. The site must be developed and maintained in conformance with the following plans: Site plans date stamped January 19, 2023. Grading and drainage plan date stamped January 19, 2023. Landscaping plan date stamped January 19, 2023. Building renderings date stamped March 21, 2023. 2. A grading permit is required for the improvements. 3. A lighting plan must be submitted with the grading plan and must meet all minimum zoning ordinance requirements. 4. Submit a copy of the Minnehaha Creek Watershed District permit. The City may require revisions to the approved plans to meet the district’s requirements. 5. Remove and replace the sidewalk along Xerxes Avenue with a 5-foot-wide sidewalk with a 5- foot-wide boulevard. 6. Submittal of the city’s sustainability design questionnaire. 7. The proposed east-west sidewalk along the north lot line shall be angled to the south toward the west lot line subject to review and approval of the city engineer. Revised plans must be submitted along with the building permit for the construction of the new building. Public easement must be established over this sidewalk to all public usage. The property owner shall be responsible for maintenance. 8. The maximum height of the building shall be 18 feet tall. RESOLUTION NO. 2023-22 Page 3 9. The property owner shall be responsible for all proposed landscaping on the site. In any time in the future, if any of the proposed plantings die, the property owner shall replace them, subject to approval of the city forester. 10. The structure must be constructed of brick or stone facing the public sidewalk to the north and Xerxes Avenue to the east. The building must also meet the 75% transparency requirement of Section 36-579 in the City Code. Section 4. DENIAL – VARIANCES NOW THEREFORE, it is hereby resolved by the City Council of the City of Edina, denies the Variances for building material and transparency for US Internet at 6444 Xerxes Avenue. Denial is subject to the following findings: 4.01 The proposal does not meet the Variance Criteria in Chapter 36 of the City Code. 4.02 There is no practical difficulty in constructing the building with brick or stone or to provide 75% of the street facing façade transparent per Section 36-579 of the City Code. RESOLUTION NO. 2023-22 Page 4 Adopted by the City Council of the City of Edina, Minnesota, on April 4, 2023. ATTEST: City Clerk 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 April 4, 2023, and as recorded in the Minutes of said Regular Meeting. WITNESS my hand and seal of said City this ____ day of __________________, 2023. _________________________________ City Clerk RESOLUTION NO. 2023-22 APPROVING A CONDITIONAL USE PERMIT AND VARIANCE FOR US INTERNET AT 6444 XERXES AVENUE BE IT RESOLVED by the City Council of the City of Edina, Minnesota, as follows: Section 1. BACKGROUND. 1.01 US Internet (USI) Corp. is requesting a Conditional Use Permit and Variance to construct a 1,900 square foot, 20-foot tall utility building at 6444 Xerxes Avenue. The Variance requested is to construct a building with no windows due to security concerns and built with cultured stone and EIFS instead of brick or stone entirely. The existing structure would be removed from the site and the new building constructed. The facility would provide improved internet services to Edina residents. USI currently serves the north/northeastern portions of Edina. The building on Xerxes would cover central and southern Edina. There would be one employee on the site providing service for customers. Customers do not travel to the site for service. 1.02 A Conditional Use Permit is required for the private utility building. 1.03 The property is legally described as follows: Lot 8, Block 2, Xerxes Avenue Addition, Hennepin County Minnesota 1.04 To accommodate the request, the following land use applications are requested: 1. A Conditional Use Permit. 2. Variances to construct a building with no windows due to security concerns and built with cultured stone and EIFS instead of brick or stone entirely facing the public realm. 1.05 On March 15, 2023, a Planning Commission recommended for approval failed. Vote: 4 ayes, 4 nays. 1.06 On March 21, 2023, the City Council held a public hearing on the Conditional Use Permit and Variances. Section 2. FINDINGS 2.01 Approval is based on the following findings: 1. The proposal meets the Conditional Use Permit conditions per Chapter 36 Sec. 36-305 of the Edina Zoning Ordinance. 2. The proposal meets all applicable Zoning Ordinance requirements except for building material. RESOLUTION NO. 2023-22 Page 2 3. The variances are reasonable given the use of the structure as a utility building and the need for security. The purpose of the 75% transparency requirement is to make commercial uses more inviting to the public. This is not a site that will generate traffic from the public. The first eight feet of the 20-foot building will be made of stone. 4. The proposal would improve and expand internet serve to Edina residents. Section 3. APPROVAL NOW THEREFORE, it is hereby resolved by the City Council of the City of Edina, approves the Conditional Use Permit and Variances for building material and transparency for US Internet at 6444 Xerxes Avenue. Approval is subject to the following conditions: 3.01 Subject to staff approval, the site must be developed and maintained in substantial conformance with the following plans, unless modified by the conditions below: 1. The site must be developed and maintained in conformance with the following plans: Site plans date stamped January 19, 2023. Grading and drainage plan date stamped January 19, 2023. Landscaping plan date stamped January 19, 2023. Building renderings date stamped March 21, 2023. 2. A grading permit is required for the improvements. 3. A lighting plan must be submitted with the grading plan and must meet all minimum zoning ordinance requirements. 4. Submit a copy of the Minnehaha Creek Watershed District permit. The City may require revisions to the approved plans to meet the district’s requirements. 5. Remove and replace the sidewalk along Xerxes Avenue with a 5-foot-wide sidewalk with a 5- foot-wide boulevard. 6. Submittal of the city’s sustainability design questionnaire. 7. The proposed east-west sidewalk along the north lot line shall be angled to the south toward the west lot line subject to review and approval of the city engineer. Revised plans must be submitted along with the building permit for the construction of the new building. Public easement must be established over this sidewalk to all public usage. The property owner shall be responsible for maintenance. 8. The maximum height of the building shall be 18 feet tall. RESOLUTION NO. 2023-22 Page 3 9. The property owner shall be responsible for all proposed landscaping on the site. In any time in the future, if any of the proposed plantings die, the property owner shall replace them, subject to approval of the city forester. RESOLUTION NO. 2023-22 Page 4 Adopted by the City Council of the City of Edina, Minnesota, on April 4, 2023. ATTEST: City Clerk 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 April 4, 2023, and as recorded in the Minutes of said Regular Meeting. WITNESS my hand and seal of said City this ____ day of __________________, 2023. _________________________________ City Clerk Date: March 21, 2023 Agenda Item #: VIII.A. To:Mayor and City Council Item Type: Report / Recommendation From:Sharon Allison, City Clerk Item Activity: Subject:Resolution No. 2023-23: Accepting Donations Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Resolution No. 2023-23 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. 2023-23: Accepting Donations RESOLUTION NO. 2023-23 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. Edina Senior Center Cassia Lunch for 20 People Take in Knowledge, Take Home Lunch Part 2: Paying for Long-Term Care Allina Health | Aetna 1st, 2nd and 3rd Prizes Jigsaw Puzzle Competition SeniorCommunities.Guide Lunch for 30 People Lunch & Learn-Bucket List Action Plan Home Instead 72 Mini Pies Pies to hand out to participants Pi Day, March 14 Dated: March 21, 2023 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 March 21, 2023, and as recorded in the Minutes of said Regular Meeting. WITNESS my hand and seal of said City this _______ day of ___________________, 2023. City Clerk Date: March 21, 2023 Agenda Item #: VIII.B. To:Mayor and City Council Item Type: Report / Recommendation From:Cary Teague, Community Development Director Item Activity: Subject:Sketch Plan for Community Health and Safety Center at 4401 76th Street West Discussion CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: No action requested. Provide the applicant non-binding feedback on a potential future development application. INTRODUCTION: The City Council is asked to consider a sketch plan to redevelop the eight-acre site at 4401 76th Street West. The existing 102,031 square foot building would be removed. The main purpose of the redevelopment of this site is for the City of Edina to construct a new 36,000 Community Health and Safety Center. The building will provide operational space for the Edina Fire Department and Community Health Department. This facility would be located on the northern third of the site, with the remaining two-thirds of the site available for redevelopment that could include housing, retail, and public space. Trace Jacques of the BKV Group has designed a couple of development scenarios for consideration. The scenarios were created based on the Southdale Design Experience Guidelines. ATTACHMENTS: Description Staff Memo to Planning Commision, Mar. 15, 2023 Staff Report from Fire and Building, Feb. 10, 2023 Site Location, Zoning, & Comp. Plan Greater Southdale District Design Experience Guidelines AFO Review (Mic Johnson) Staff Presentation at Planning Commission Applicant Presentation & Plans 1 of 3 Applicant Presentation & Plans 2 of 3 Applicant Presentation & Plans 3 of 3 Applicant Narrative City of Edina • 4801 W. 50th St. • Edina, MN 55424 City Hall • Phone 952-927-8861 Fax 952-826-0389 • www.CityofEdina.com Date: March 15, 2023 To: Planning Commission From: Cary Teague, Community Development Director Re: Sketch Plan Review – 4401 76th Street West The Planning Commission is asked to consider a sketch plan to redevelop the eight-acre site at 4401 76th Street West. The existing 102,031 square foot building would be removed. The main purpose of the redevelopment of this site, is for the City of Edina to construct a new 36,000 Community Health and Safety Center. The building will provide operational space for the Edina Fire Department and Community Health Department. This facility would be located on the northern third of the site, with the remaining two-thirds of the site available for redevelopment that could include housing, retail, and public space. Trace Jacques of the BKV Group has designed a couple of development scenarios for consideration. The scenarios were created based on the Southdale Design Experience Guidelines. (See attached narrative and plans.) This request would require the following: A Rezoning of the site from PID, Planned Industrial District to Planned Unit Development District The site is guided in the Comprehensive Plan as OR, Office/Residential. Uses allowed on the site would include public buildings, office, residential, limited retail uses, and parks. The table on the last page of this report demonstrates how the proposed new building(s) would comply with the existing PID Standards on the lot. As with all sketch plan reviews; the Planning Commission is asked to provide non-binding comments and direction on a potential future development request. The primary focus of a future development application will be on the Community Health and Safety Center site, and how it positions itself to provide optimal emergency service and providing future development opportunities for the land to the south and adjacent property, per the Southdale design experience guidelines. Because this parcel is part of the Greater Southdale District, Mic Johnson of AFO, the City’s consultant has provided his review of the project. (See attached.) City of Edina • 4801 W. 50th St. • Edina, MN 55424 Issues/considerations for discussion: OR, Office Residential. The following is the land use description for OR, Office Residential Land Use Category in the Comprehensive Plan: “Transitional areas along major thoroughfares or between higher-intensity districts and residential districts. Many existing highway-oriented commercial areas are anticipated to transition to this more mixed -use character. Primary uses are offices, attached or multifamily housing. Secondary uses: Limited retail and service uses (not including “big box" retail), limited industrial (fully enclosed), institutional uses, parks and open space. Vertical mixed-use should be encouraged and may be required on larger sites.” In addition to the Community Health and Safety Center, contemplated uses to the south could be public buildings or park; and could also include residential, office, or limited commercial. The residential development density for the site is 20-75 units per acre. Development Character Guidelines. The following are the development guidelines for OR, Office Residential Land Use Category in the Comprehensive Plan: “Upgrade existing streetscape and building appearance, improve pedestrian and transit environment. Encourage structured parking and open space linkages where feasible; emphasize the enhancement of the pedestrian environment.” Both site design alternatives have focused on the Design Experience guidelines, by dividing the site up into smaller blocks, providing a significant east west connection through site for pedestrian, bike and vehicle movement. The project could also provide greater connections to adjacent property to expand redevelopment opportunities for those properties. New PUD, Planned Unit Development. A Rezoning would be required for this proposed development; therefore, the PUD Criteria below must be met again to establish the new district: Sec. 36-253. - Purpose and intent. (PUD) The purpose of the Planned Unit Development (PUD) District is to provide comprehensive procedures and standards intended to allow more creativity and flexibility in site plan design than would be possible under a conventional zoning district. The decision to zone property to PUD is a public policy decision for the city council to make in its legislative capacity. The purpose and intent of a PUD is to include most or all of the following: (1) Provide for the establishment of planned unit development (PUD) zoning districts in appropriate settings and situations to create or maintain a development pattern that is consistent with the city's comprehensive plan; (2) 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; City of Edina • 4801 W. 50th St. • Edina, MN 55424 (3) 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; (4) Ensure high quality of design and design compatible with surrounding land uses, including both existing and planned; (5) Maintain or improve the efficiency of public streets and utilities; (6) Preserve and enhance site characteristics, including natural features, wetland protection, trees, open space, scenic views and screening; (7) Allow for mixing of land uses within a development; (8) Encourage a variety of housing types, including affordable housing; and (9) Ensure the establishment of appropriate transitions between differing land uses. Building Materials & Facades. Buildings must be made of natural materials (stone, brick) on the first vertical 60 feet of a building, and first floor ceiling heights must be 20 feet tall. As suggested in the Southdale Design Experience Guidelines and by City Code; all new front building facades that face the public realm must have 75 percent transparency (ability to see inside the building) at the ground level. When designing the final plans, the “street typologies” suggested in the Design Experience Guidelines should be more closely considered. Building Height. This is an area of town that was anticipated for more building height in the 2008 Comprehensive Plan. The building height allowed on the site under current zoning is up to 12 stories. (See attached height overlay district map.) The proposed community health and safety center would be two stories in the range of 22-27 feet. The training tower could be 50-60 feet tall. Sustainability. Any submittal for a rezoning will require compliance with the City’s Sustainability Policy. Traffic & Parking Study. Would be required as part of any formal application. The sketch plan indicates 40-80 parking stalls will be provided. City of Edina • 4801 W. 50th St. • Edina, MN 55424 Compliance Table PID, Planned Industrial District (Measured to the curb) Comprehensive Plan Proposed Front – 76th Side – West Side – East Rear 30 feet 30 feet 30 feet 30 feet 30 feet 40+ feet 35 feet 150+ feet Building Height 12 stories 2 story health and safety center Density 20-75 units per acre 160–600-unit potential February 10, 2023 Cary Teague, Community Development Director David Fisher, Chief Building Official & Dave Ehmiller, Fire Marshal Edina Health & Public Safety Center Information / Background: There will be a new building built to house Health & Public Safety -for Fire and Ambulance Services - Address numbers will be required on building. - Separate permits will be required for each trade. - Provide a complete Building Code analysis with plans when submitting for the building permit. - An NFPA 13 Fire Sprinkler System is required in the building. - All Fire Department connections must be no more than 100 feet from an accessible fire hydrant and within 50 feet of the main entrance; be fully visible and immediately accessible by fire personnel for each building (placement subject to approval by AHJ) - Fire department access roads are to be installed and maintained per 2020 MSFC or per AHJ approval for the whole site and for each building. - Ensure adequate Emergency Responder Radio Coverage per policy number SP-022-F2 in each building. - Provide an accessible route through the whole building. - Verify accessible parking. - Verify noise ordinance will be complied with and that it’s 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 - Verify Address and recommend a 30, 60 and 90 percent meeting with staff before applying for the building permit. EdinaMN.gov 2 Site EdinaMN.gov 3 Site 4/05/12 4 Site Comprehensive Plan EdinaMN.gov 5 Site Greater Southdale District Design Experience Guidelines March 5, 2019 Greater Southdale District | Design Experience Guidelines March 5, 2019 Table of Contents A. Preface What are Design Experience Guidelines? 1. Introduction page 1 Placemaking Through the Lens of Experience 2. The Vision pages 3-5 The Greater Southdale District Experience 3. The Framework pages 7-11 The 200’ x 200’ Grid Street Rooms and Seams 4. The Guidance pages 13-35 Public Realm Experience Transitions and Connections Street Room Typologies 5. Implementing and Measuring Experience page 37 Ten Things to Remember Greater Southdale District | Design Experience Guidelines March 5, 2019 page c APreface What are Design Experience Guidelines? Greater Southdale District | Design Experience Guidelines March 5, 2019 page A1 For nearly four years, a Work Group comprised of Edina residents and business leaders contemplated the future evolution of the Greater Southdale District, using the notion of “experience” as the foundational element from which to shape the district over the next 50 years. The first phase of the Work Group’s efforts consisted of developing Working Principles that would guide the group’s efforts into subsequent stages as well as suggest a dialog for considering new introductions within the district. Phase Two translated these principles into an urban design framework plan that proposed enhanced connections across existing major streets, introduced a new block framework to encourage walkability, and posed design strategies to create an improved public realm and promote higher quality, pedestrian-oriented development. The broader experience the urban design framework strives to achieve is the creation of a Greater Southdale District that connects seamlessly between the existing urban and residential fabric, maximizes the development potential of each site, enhances walkability and livability, and encourages interaction among current and future residents, businesses, and institutions. The urban design framework is the foundation to the Greater Southdale District Plan, a part of the City of Edina 2018 Comprehensive Plan. The Greater Southdale District Design Experience Guidelines is a companion to those documents, outlining high-level planning and design strategies for public realm, site, and building design supporting the desired experience outcomes. The Design Experience Guidelines sets baseline guidance for developers, designers, City of Edina staff, Planning Commissioners and members of the City Council when proposing, designing or evaluating proposed introductions within the Greater Southdale District. Use of the Design Experience Guidelines The Design Experience Guidelines apply to proposed development within the Greater Southdale District and former Pentagon Park, and should be referred to when embarking on new development or redevelopment. The Design Experience Guidelines also offer direction for new public realm features and the reimagining of existing public infrastructure. The document does not stand alone; it must be considered as part of a larger set of district goals, urban design framework and patterns, and policy guidance outlined in the Greater Southdale District Plan and the 2018 City of Edina Comprehensive Plan. Together, these documents set forth A. Preface What are Design Experience Guidelines? Greater Southdale District | Design Experience Guidelines March 5, 2019 page A2 City expectations for the future form of the Greater Southdale District, and inform all potential projects within the district. The Design Experience Guidelines are not a substitute for City of Edina zoning codes and ordinances, but instead provide substantial background for developers and design teams and a framework from which to approach proposed projects within the district. The Design Experience Guidelines clarify the dimensional characteristics of eight different Street Room typologies that together form the experience within the district. The physical qualities of each street room’s height and width, and shaped by the architecture of the district, informs the design of the public realm on streets that connect and bind the human experience of the district. These physical characteristics also shape the experience of transition – transitions from existing single-family neighborhoods and transitions into and out of the district, outlining gradual changes in building scale within these critical transition areas to bridge between one- and two-story residences and the greater intensity of the Greater Southdale District. In conjunction with the Urban Design chapter of the Greater Southdale District Plan, this document provides both a philosophical and practical framework to facilitate discussion among the City, development teams, and the community when considering proposals for change within the district. During the recommended Sketch Plan review process (described on page 70 of the Greater Southdale District Plan), the Design Experience Guidelines are intended to facilitate dialog about broader district goals, patterns and connections, building massing, programmatic opportunities and shared public realm connectivity. Dialog at this point in the review of a proposal requires imagination, looking beyond the immediate site to imagine the creation of a consistently positive human experience, requiring a proposal to recognize the ways in which it influences that experience on adjacent and nearby sites. Once a proposal progresses beyond the Sketch Plan, the document is used as a test of outcomes and touchstone to measure how every proposal meets the desired district experience. Further specific design details related to landscaping, curb and intersection design, stormwater management and daylighting, lighting standards, street furniture, and a host of other factors related to the experience of the district will be described in future versions of this or a similar document as the need for direction related to those features becomes better understood. Greater Southdale District | Design Experience Guidelines March 5, 2019 page A3 1 Introduction Placemaking Through the Lens of Experience Greater Southdale District | Design Experience Guidelines March 5, 2019 page 1 Places link our past to the future. Within every community there exists a context of memory and identity. That context is made up of the choices/ decisions of the past and is inseparable from the physical identity of place; how buildings and streets look, and what parks and open space feel like. These choices are integral to what a place will become. By describing the evolving Greater Southdale District through experience criteria shaped by the physical context, a framework emerges for how streets will be structured, the relationship of open space to buildings, and how together the designed environment will support the desired experience outcome. To expand this basic idea into contemporary design is to be both democratic and innovative. What it means to be democratic is to encourage everyone to contribute to the possibilities of a new experience within the notion that its comes from what is unique about living in Edina. To be innovative is to reach beyond current conditions to create an extraordinary place and experience. Placemaking is not an act of invention... it is the study of how a unique place in world works, in combination with bringing contemporary design into alignment with the existing characteristics. The tools created via a collaborative process of engagement with the Greater Southdale Area Work Group takes this approach to the planning of the overall district, with the intent of providing the community, civic leaders, developers and designers the inspiration to think about the possibilities of this place in new and enterprising ways. 1. Introduction Placemaking Through the Lens of Experience In the making of the Greater Southdale District we must: • Support the public realm • Create equity throughout • Respect the larger context • Express the collective nature of community • Attend to all street rooms equally • Represent the whole in all actions • Put the collective before individual expression • Act to support the next 200 years of the Edina community — Architecture Field Office, 2018 Greater Southdale District | Design Experience Guidelines March 5, 2019 page 2 2 The Vision Aspirations for the Greater Southdale District Greater Southdale District | Design Experience Guidelines March 5, 2019 page 3 Background and Context Collectively, for nearly four years, the Greater Southdale Area Work Group has focused on building upon our community’s history of innovation, engagement and community commitment to create a vision for the possibilities of the Greater Southdale District. This work has culminated in the Greater Southdale District Plan (adopted December 2018) and the Greater Southdale District Design Experience Guidelines. Change is inevitable within the district. In the past five years alone, over 1,500 new housing units have been constructed or are underway, along with myriad other commercial projects. This is a tremendous opportunity in time, and in the broader evolution of our community. We can transform the physical environment of the Greater Southdale District from a traditional car-oriented suburban commercial district with its sea of surface parking lots and ‘superblocks,’ into a vibrant place whose character is neither urban nor suburban, but blends the best characteristics of both to create a place that is uniquely of Edina. This new model will support all modes of transportation (cars, buses, bikes, scooters, and pedestrians) and serve future generations of Edina residents, employers, and visitors. It will complement, not compete with, the single family neighborhoods that have historically defined much of the community’s fabric. Within the broader 750+ acre Greater Southdale District, and the former Pentagon Park, there exist a remarkable variety of assets. This plan connects those assets with a new street grid that overlays a human scale and allows access via a variety of transportation options. The plan sets forth a strategy to bridge between adjacent single family neighborhoods and the more commercially focused areas of the district. And, it uses public realm infrastructure— including parks, plazas, green streets, woonerfs, and waterways that manage stormwater—as the connective tissue that gives the district its unique identity. Together, these attributes will set the stage for a remarkable daily experience for those who live, work and play within the Greater Southdale District. Aspirations for the Future Greater Southdale District The Greater Southdale Work Group summarized the overall districtwide vision and land use strategies as part of the District Plan. These aspirations, which follow, are at the foundation of design policy parameters and the overall experience we are striving to shape as the Greater Southdale Area evolves over the next 50 years. 1. Imagine Greater Southdale District evolution organized around human activity, with vibrant pedestrian-focused streets, beautiful parks and public spaces, and endearing and enduring buildings where: • A sense of invention is expected from new introductions, both public and private, that build on the district’s spirit of innovation. • Its role as regional and local center for living, shopping, working, learning, entertainment, hospitality, and medical services is enhanced. • Other Edina neighborhoods, near and distant, benefit from investment in the district and the evolution of each parcel. • Investment in the public realm is reflected by a commensurate investment as private parcels evolve. • Public and civic services accommodate a growing and diverse district and community population. • Transitions at the district’s edges recognize compatible use and scale and neighboring uses are perpetuated on their terms. 2. The Vision The Greater Southdale District Experience Greater Southdale District | Design Experience Guidelines March 5, 2019 page 4 2. Make the Greater Southdale District the model of healthy urban living where: • The district’s form encourages healthy living habits, particularly through walking. • The design of buildings and spaces, both public and private, attract the widest possible range of the district’s population. • Storm water is a valued resource by making it part of the experience of the district. • Emissions and pollutants are mitigated through the introduction of significant tree canopy and limiting idling vehicles on streets, creating a more inviting walking experience along the district’s streets. • Sustainable solutions result in a stock of healthy buildings that compel healthy activity for their occupants. • Public features mitigate impacts of non-local infrastructure, especially to contain the ill effects of adjacent highways. 3. Invent sustainable infrastructure matching the district’s sense of innovation where: • Mutually-supportive and forward-looking infrastructure is the norm, looking beyond baseline utilitarian functions of a single site to create a broadly supportive district infrastructure. • Infrastructure aligns with the creation of public space in the district, sharing space and resources that result in compelling, attractive and high-functioning civic spaces. • Care for and perpetuation of public infrastructure anticipates daily human activity in all seasons. 4. Create neighborhoods of activity within the broader mixed-use patterns of the district where: • Logical boundaries based on reasonable walking distances are established, with major streets as seams binding the activity of each side into an inviting and accessible public space. • Focal points of public activity are found within each neighborhood. • Key community services and facilities are present and help define the fabric of the District. • Core services are delivered within each neighborhood or in an adjacent neighborhood. • Neighborhoods are linked along street and park corridors highlighted by visible human activity. 5. Offer a spectrum of living opportunities integrated through the district where: • Housing orients to a variety of income levels and household types. • Ownership options constitute a significant portion of the living opportunities in the area. • “Missing Middle” living opportunities (duplexes, triplexes, side-by-side or stacked townhouses, rowhouses with multiple units, and small buildings with four to six apartments) allow a broader range of Edina residents, workforce members and others to consider relocating to the District. • Buildings for living strongly orient to the public spaces of each neighborhood within the District. 6. Expand significantly the number and extent of parks and public spaces where: • Opportunities for the introduction of another large signature public space complement the programming and activities available at Centennial Lakes. • An extension of the Promenade to Strachauer Park links neighbors and activity to the district. • New promenades on the East and West edges of the District create movement corridors for pedestrians and bicyclists and serve as vital places for a transition between neighborhoods and the District. • Parks and publicly accessible spaces are clearly visible and directly accessible from the public realm. • Spaces for visible human activity and occupation, either public or publicly accessible, occur on every block. Greater Southdale District | Design Experience Guidelines March 5, 2019 page 5 7. Encourage district evolution based on incremental change and the creation of a great pedestrian experience where: • A basic framework of streets and blocks encourages pedestrian activity and well-considered buildings. • A rich variety of public or publicly accessible spaces are woven into the experience of the district. • Sites and buildings support a pedestrian experience first, with storage of cars not a focus. • Development on each site links to adjacent streets and to neighboring sites to create continuous, safe, and inviting pedestrian experiences. 8. Build (or plan for) a street network encouraging pedestrian movement across and through the district where: • Walkable block lengths (200 feet) are the baseline framework for development. • Enhanced and more frequent street crossings facilitates pedestrian movement. • Wide landscaped boulevards encourage pedestrian activity and create a distinct district signature. • Community corridors within and extending well beyond the district enhance bicycle and pedestrian access while accommodating vehicle traffic on pedestrian terms. 9. Imagine transportation in the district where: • Cars are not the focus and streets accommodate more than vehicles. • Major streets balance access and mobility. • Some streets serve as community corridors, linking to other community destinations with features that allow for movement in addition to cars. • Transit is a baseline service, both within the district and to non-Edina locations. • Transportation recognizes trends, including autonomous vehicles and a time when parking structures aren’t needed for public parking 10. Expect the delivery of high quality, well-designed buildings and sites where: • Spaces on sites are considered for people first, including connections between sites; then the ways structures are placed; and then places to store cars are found. • Visible human activity is prominent and integrated at every site. • People are brought to the streets via major building entries oriented to major streets. • Storm water remains visible as an amenity, allowing it to become a central part of the experience of each site. 11. Frame development guidance for evolution where: • Development review includes the desired experience, not solely quantitative thresholds. • Accommodation of adjacent and near parcels are considered in the evolution of a single parcel. • Early reviews focus on ideas, patterns and relationships, not specific and engineered plans, with that part of the review process based in dialog, not presentation and reaction. • Demonstrations of quality and especially quality from a long-term perspective are baseline considerations. • Collaboration leads to a superior result, with the community’s expectations clearly framed as part of the deliberation. • Flexibility is not a right, but rather the natural by-product of a fair exchange for benefits, collaboration, and quality in development. Greater Southdale District | Design Experience Guidelines March 5, 2019 page 6 3 The Framework Building Blocks to Support the Vision Greater Southdale District | Design Experience Guidelines March 5, 2019 page 7 3. The Framework Building Blocks to Support the Vision THE 200’x200’ GRID There is an expectation of the street grid: it is democratic, it is uniform, it is connective. The uniform grid and the buildings that line the grid give the city its form. The space between buildings is used for access for pedestrians and vehicles; for entrance into both public and private buildings; and to provide light, air, and common green or social spaces. To break down the scale of the ‘superblocks’ that currently characterize the district’s overall land use framework, three distinct street grid patterns were considered, to inform what how the Greater Southdale District might transform into a more uniform and connected community. Small Portland blocks (200’ x 200’) were compared to the long blocks of New York City (200’x600’) and the larger square blocks of Minneapolis (350’ x350’). The Work Group focused on Portland as a model because of its walkability, and the scale of its buildings resulting from the 200 foot restriction on the length of building elevations fronting the public realm. Further studies analyzed land ownership patterns, size of property and generally how connections could made through the superblocks. It was concluded that the 200’ x200’ foot system was more adaptable to variety of site conditions supporting a more engaging public realm and opportunities for a better community experience. Considerations Width of street Sunlight in public spaces View corridors Building scale – height, length and footprint Transparency at street level Landscape, lighting and street furniture Streets and public realm paving Courtyards and pocket parks Cultural context – pride of place, historical framework Framework Vision: Block Organization Based on the Portland 200’ x 200’ square block layout This diagram overlays the general dimensions of the Portland block model on our primary test sites. Based on existing conditions, variations can occur in the nominal 200 by 200 square grid. N Greater Southdale District | Design Experience Guidelines March 5, 2019 page 8 c 180,000 200,000 180,000 200,000 Existing Sites: The criteria for buildings sites: Large parking area serving 1 story building Sites that are critical to the overall success of development in the district Important connections that would extend the public realm assets such as the Promenade Under utilized land that can be repurposed to serve the public realm goals of the district : Potential Building Sites This diagram illustrates those parcels within the Greater Southdale Area and adjacent Pentagon Park that are potential redevelopment opportunities. Criteria to measure the opportunity inherent in these sites include: • Sites that currently have large, dominating surface parking lots. • Sites that are critical to the overall success of development in the district. • Important connections that would extend existing public realm assets such as the Promenade. • Underutilized land that can be repurposed to serve the public realm goals of the district. NPARKLAWN AVE.76TH STREETMINNESOTA DR.GALLAGHER DR.72ND STREETHAZELTON RD.70TH STREET69TH STREET66TH STREET65TH STREETFRANCE AVE. YORK AVE. VALLEY VIEW RD. BARRIE RD. XERXES AVE. EDINBOROUGH WAY77TH STREET78TH STREET Greater Southdale District | Design Experience Guidelines March 5, 2019 page 9 Potential Building Sites The diagram at right illustrates how the basic principle of a 200’ x 200’ grid can be applied nominally on potential redevelopment sites throughout the district without consideration of property line. It is recognized that land ownership will influence the ultimate form of the grid. Other considerations influencing block pattern: • Building scale • Public realm connections • Connections through blocks • Pedestrian-oriented street intersections The Space Between Buildings As a result of the 200’ x 200’ block pattern, the space between buildings becomes an important asset in shaping the overall sense of landscape and continuity of public realm throughout the district. Because the superblocks have primary responsibility for serving the vehicular traffic needs of the district, access to the smaller blocks for drop-off, service and parking can be planned to stay at the perimeter of a block, allowing for the spaces between the remaining block to be used for a network of green spaces that support the health and wellbeing of the community. c 180,000 200,000 180,000 200,000 v The Space between Buildings: As a result of the 200x200 foot block pattern is the space between building that becomes an important asset to the overall sense of landscape throughout the district. Because the super blocks have primary responsibility for the larger traffic needs of the district, access to the smaller blocks for drop off, service and parking can be planned to stay at the perimeter allowing the spaces between the remaining block to used for pocket parks, gardens, play areas and many other activities that support the health and well being of the community. The “space between” Buildings –as places and connections to larger community pathways ParksPocket parksRecreationPlay areasGardensStorm water managementWet landsWater ways : Opportunities for the “Space Between” buildings to become places and connections to larger community pathways: • Parks • Pocket Parks • Recreation • Play Areas • Gardens • Stormwater Management • Wetlands • Waterways c 180,000 200,000 180,000 200,000 v Block Pattern: The basic principal of a 200’X200’ grid was applied nominally throughout the district without consideration of property line. It is recognized that land owner ship will influence the ultimate form of the grid. Considerations: building scale public realm connections through block connections Pedestrian oriented street intersections (see intersection diagram) : N N Greater Southdale District | Design Experience Guidelines March 5, 2019 page 10 STREET ROOMS AND SEAMS With changes in the way people are living in cities and suburban environments, it is important to seek new ways in which our communities can be experienced without sacrificing the spatial and architectural values of existing neighborhoods. Defining the way in which transitions are seen and developed, and the way each street can have a different character, use and form, puts the emphasis on the public qualities of the public realm rather than on the buildings themselves. In this way buildings can develop based on highest and best use without compromising characteristics of existing community life. Respect of context can bring about a degree of commonality where every building is not required to mirror its context but rather, support a connected and meaningful community experience. The intention in the design visioning process for the Greater Southdale District was to create a new paradigm for suburban mixed use districts, in which individual buildings respect their context and each other. The ensembles created as part of this process are Street Rooms. In this approach, the geometry of the city plays an important part in the definition of the street room, by width of street, length of block, solar orientation and axis as it relates to other grids defining other public rooms of the city like courtyard, plazas and parks. The real identity of the city is closely related to how the city is seen up close, making it possible to understand the true character of a place. It is these up close characteristics that make a city unique. This holistic approach depends on an attitude of relational subjectivity in articulating the components of each street room. This means that each wall of a building is studied as a part of the street that it faces and in conjunction with the building directly across the street. Scale, color, material and construction details are considerations in the whole composition of the street room—allowing the street to communicate a sense of place and completeness. A district full of street rooms promotes activity and social discourse while signifying the possibility of new functions. The street room is a source of sense of community even when it is not in use, thereby stabilizing the overall fabric of the public realm. Street Rooms within the Greater Southdale District Throughout the Greater Southdale District, the public realm is defined by a series of street rooms. These rooms are further defined by edges, referred to as the “seam” between the volume of the street and the form of the building—which together, create the experience at a pedestrian scale. Seams dictate the basic height of the defining street room wall (i.e. the building podium) but not necessarily the rest of the building form, allowing buildings to respond to their context on all four sides of the building and creating a form that is appropriate for each street room surrounding it. This creates variety throughout the district, and supports the notion that there are transitions between characteristics of neighborhoods that are different in scale, program and building type. As an example, transitions from single family houses to 36-foot-tall or 60-foot-tall buildings will not have the same criteria as transitions from a podium base to taller structures sitting on the podium. Greater Southdale District | Design Experience Guidelines March 5, 2019 page 11 The following considerations all factor into the development of public realm and street rooms. These ideas should be utilized and considered by decision-making bodies when reviewing proposed development projects. • Transparency of building walls in the public realm can be both private and public. When the ground plane is connected along and through the building wall, it creates a link to experience the richness of activities in the public realm • Buildings could be sited perpendicular to streets, allowing vistas and pathways through the new street grid. • Buildings can create a very consistent form and a clear sense of place within the public realm. Each building is part of the next – both internally and externally. Regardless of building age, the continuity of scale, rhythm and materials of each building that lines the street creates a sense of room. • Continuity of building material quality is contained within each stone, brick, window pattern and cornice to define the edges of the public realm and the street room • Continuity of architectural language in the edges of shapes and rhythm of openings define a street room into horizontal and vertical forms that frame the experience of being in room – whether interior or exterior. The architectural language of the street should not be replicated but rather understood and transformed in each new building within the context of its particular location within the Greater Southdale District. • Buildings frame the public rooms of the district (parks, pocket parks, playgrounds, etc.) and should represent the scale required to meet the needs of the community. Moving through these spaces, one should easily see choices for other desired destinations. • Good street rooms provoke a culture’s spatial imagination, social discourse and creative energy. The street typologies and corresponding guidelines on building form define experience and spatial form that connects the district together. • The structure of the street rooms is organized to support residents, defining a particular place within a neighborhood and the overall district. The memory of experiences in each of these rooms provides the experience of sense of place and connects to other places within the Greater Southdale District. • Walking is a shared experience. An engaging walk can be short, long, slow, quick, or meandering – in weather that is wet, calm, windy, sunny, bright, cold, hot, or snowing – in places that appear open, closed, low, tall, long, narrow, wide or expansive. The experience of walking through the street rooms must be full of events connecting to a broader set of experiences. • The materials of the walls that make up the street room define the characteristics of the public realm. A certain part of this will depend on the age of the street, the program of the building and the design style in which they were constructed. All of these factors, in whatever form, are read and experienced in different ways and need to be delineated clearly. Greater Southdale District | Design Experience Guidelines March 5, 2019 page 12 4 The Guidance Shaping the Greater Southdale District Experience Greater Southdale District | Design Experience Guidelines March 5, 2019 page 13 4. The Guidance Shaping the Greater Southdale District Experience Overlaying a new street network and street grid is a fundamental strategy in breaking down the scale of the existing massive ‘superblocks’ within the Greater Southdale District and improving the public realm experience. All new development should begin with the premise of the 200-foot-square block as the measure by which a building footprint is determined. The space between buildings are streets—which could be for cars, bikes, pedestrians only, or transformed into parks and open space. By connecting the design of streets with the concept of street rooms, the district will transform to one that is human-scaled, comfortable, green, and flexible for change and evolution over the next 50 years. While each street room and neighborhood will provide a distinctive experience, there are certain characteristics that are common to streets throughout the Greater Southdale District, helping to creating a holistic experience for pedestrians and bicyclists, transit-riders, and drivers alike. Buildings lining the public realm/street room will incorporate a mix of uses, including housing, workplace/office, cultural, community, and commercial/retail space— setting the stage for a rich variety of experiences. The overall public realm experience within the Greater Southdale District is supported by: • Consistent building setbacks that create the opportunity for an expansive public realm within the district and sub-district. • More frequent intersections to promote pedestrian connections within the district and to neighboring districts. • Distinctive sidewalks that support the pedestrian experience, separate and dedicated bikeways, and appropriate number lanes of vehicular traffic. • Wide sidewalks with places for gathering, play areas, gardens, outdoor cafes, etc. • Publicly-accessible pocket parks and courtyards along the street and sidewalk extend the public realm of the sidewalk in between buildings. • Separate and dedicated bikeways, and an appropriate number of lanes of vehicular traffic. • Integrated signage and lighting systems that offer safety, interest and diversity to the pedestrian. • Consistent signage that reflects sub-district identity to promote wayfinding within the larger Southdale District, identifying characteristics of the street and public amenities. • Pedestrian and vehicular paving (permeable) that is unique to a sub-districts streets and sidewalks. • Trees that vary in species, installed in rows or clumps, and spaced to create visual interest and promote a range of experiences such as shaded groves with benches, or a sun-dappled outdoor cafe, along the street. • Pedestrian, bicycle and vehicular access routes through larger blocks. • Safe, comfortable places where people can stop, view, socialize and rest. These may incorporate “landing zones” for ride sharing services such as Uber and Lyft — particularly near primary gathering places and public rooms along the Promenade, connector streets and future East and West Promenades. These places of respite should not conflict with other sidewalk uses. • Different, and defined, zones on all sidewalk: building frontage zone, street furniture zone, movement zone, and the curb. Cafes and outdoor seating can be located in the building frontage zone, extending the activity of a building to include the sidewalk. Greater Southdale District | Design Experience Guidelines March 5, 2019 page 14 • Transit stops that are designed to provide districtwide continuity, reinforcing the qualities of the Greater Southdale District. • Integrated plantings, water features and/or art to enhance public open space. • Stormwater that is daylighted and used as a water feature or amenity, integrated into the overall experience of the street and the district. • Street parking provided at the curb to support a mix of activities for both residential and commercial activities. • Varied landscaping and street trees that create a canopy over the street. Consider the changing climate when selecting plant species with the understanding that indigenous plant materials may not always be the most appropriate choice. • Building equipment, mechanical exhaust systems and/or service areas concealed in a manner that does not detract from the pedestrian environment. • The public realm is for both summer and winter conditions and as such must be planned to be easily maintained in all conditions. Building owners and city stakeholders should plan for maintenance, operations and upkeep within the public realm. This includes prompt and thorough snow removal on every reach of the sidewalks, care and feeding of trees, landscape and decorative planters (which should be changed on a seasonal basis). Greater Southdale District | Design Experience Guidelines March 5, 2019 page 15 PRIMARY COMPONENTS OF THE PUBLIC REALM EXPERIENCE The following guidance is provided to assist the community, civic leaders, designers and developers in understanding the vision and baseline parameters related to both building and public realm within the Greater Southdale District. Connections • The overall strategy is to connect intersections, incorporate street typologies, and incorporate green systems to add value to the experience of the district. • The public realm is to be connected continuously north-south from Centennial Lakes, the Promenade, the Galleria, Southdale Center, Fairview Southdale, to Strachauer Park. All new development shall support that goal. • The public realm should be connected east-west from Edinborough Park to Centennial Lakes, west of France to Pentagon Park and Fred Richards Park to Highway 100 on the west. This will set up future connections to districts to the west—such as 70th and Cahill—supporting an overall vision of a more connected and integrated Edina community. • The district must be connected continuously east-west from the Cornelia neighborhood to Yorktown Park. • New north-south promenades should be created on the west side of France and east side of Xerxes as part of the broader strategy to sensitively transition to single family residential neighborhoods. • Expand Centennial Lakes Park to France Avenue… celebrate this important public amenity by making it more visible as a gateway into the district. • Create a dynamic landscape that includes water, especially stormwater expressed as part of landscape, to create public amenity spaces. • Streets within the superblocks, East and West Promenades, and extension of the Promenade north to Strachauer Park should be surfaced with pavers to promote a dominance of pedestrians and bikes over vehicles. • New parks and plazas shall be either public or publicly-accessible, not private, in nature. • Increase number of sidewalks, pathways, and smaller parks/gardens to better address mobility. Incorporate places to sit throughout the district. • New trees should provide continuity of the street room experience with canopies that are consistent with the Street Room Typology to enhance the continuity of pedestrian experience. Intersections • Street Room Typologies overlay each other, unifying the overall district experience through the recognition of unique conditions that evoke unique design responses based upon location. • Street Room Typologies connect intersections throughout the district, linking experiences together from one neighborhood to the next. • Street Room Typologies with lower façade heights take president over those with higher façade heights at these points of intersection. • The architecture of a façade of one block making up an intersection should be conceived as part of all corners of the intersection. • Crosswalks at intersections need to be an integral part of the public realm and continue the overall street room experience from one block to another. • The hierarchy of intersections will change based on an evolving context and investment in the intersection experience. Greater Southdale District | Design Experience Guidelines March 5, 2019 page 16 Street Room Form • Building setbacks are to be considered as a part of the overall landscape and public amenities, and should be designed to create a continuous pedestrian experience along major corridors to support “pools of human activity.” • Every new development should connect all publicly-accessible spaces such as pocket parks, courtyards and plazas to the street room typology. • Along all major corridors, seventy five percent (75%) of face of building walls need to be at the setback line to support the creation of a ‘street room.’ • All new building façades in the district must have seventy five percent (75%) transparency at the ground level. • All building façades are prime (including parking) and must be designed accordingly. There is no back side of a building. • All facades on the first vertical 60 feet of a building (above grade) shall use natural materials facing the public realm. • Above 50-60 feet, glass, precast panels with brick/tile are the preferred material palette. Metal panel can be used as a secondary part of a wall system. • No building façade can be longer than 200’ without changing direction by a minimum of 90 degrees. Building Form • Ground floors should have a minimum ceiling height of 20’ for flexibility. This floor-to-floor height will allow the space to accommodate commercial, two floors of parking, or two-story townhouses. • Above-grade parking structures should be designed with flat floorplates to allow for future conversion and lined with programmable public realm space to minimize the visual impact of car storage. • Within 50-60 feet of the ground, it is preferred that rooftops be programmed to accommodate residential or public user activities (e.g. a restaurant or terrace). • Rooftops facing the Promenades must be functional and programmed to provide interest and variety along these important pedestrian spines. • All development services, including rooftop mechanical systems, should be located within buildings and should not be visible from the public realm, or semi-private and private areas of the development. The exception are rooftop-mounted solar panels, which should be located on the highest point of the buildings. • Building footprints above 60 feet should be no greater than 12,000 SF for residential use and 24,000 SF for commercial space. • Design buildings for flexibility and adaptability in the future, including use of structural systems that will allow a building’s function to fundamentally change. Greater Southdale District | Design Experience Guidelines March 5, 2019 page 17 TRANSITION AND CONNECTIONS Within the Greater Southdale District, a new network of streets will provide both commercial and resident access to new mixed- use buildings along France and York Avenues, keeping traffic out of the adjacent single family neighborhoods. These new streets offer the opportunity for new development to more gradually transition from the scale of the existing single family neighborhoods and the commercial heart of the Southdale District. New development within transition zones is expected to balance scale and building use between these single family neighborhoods and the higher density, more commercially focused Greater Southdale District. West and East Promenades The character of the West and East Promenades, new north-south streets that run to the west of France Avenue and the east of York Avenue, to are envisioned as woonerfs—shared streets for pedestrians, bicycles and vehicles. This typology creates opportunities for multiple access to buildings for both below grade parking and service, as well as temporary/short-term parking for retail and building drop offs. Within the woonerf concept, pedestrians have priority over cars, and as a shared street, cars are forced to slow down and travel with caution. Because of their organization, these streets also can support a variety of uses, with building types catered to residential uses such as townhomes, with considerations for retail space that support less intensive commercial needs of adjacent neighborhoods. The sense of scale by way of width of street to height of building is maintained by creating a street form that is no less than 60 feet high at its edges, with developments potentially increasing in height as buildings reach the edge of the boulevards, and descending in height as they move to the single family neighborhoods, providing an edge to the east and west transition zones. Primary East-West Streets East-west streets through the Greater Southdale District connect existing single family neighborhoods to the heart of the district. The design of these streets is intended to respect the neighborhood scale and context in a meaningful way, with an ample tree canopy, extensive setbacks and consistently-scaled buildings at the face of the public realm. By employing these characteristics, the landscape experience serves as a bridge, knitting together the single family residential neighborhoods and the greater intensity of the district. Transition Zones 1A West Promenade 1B West Promenade (South) 1C East Promenade 2 Cornelia Overlay 3 New Local Streets 4 Primary East-West Streets 5 Boulevards 6Central Promenade Spine 66TH STREETVALLEY VIEW RD.66TH STREET69TH STREET70TH STREETHAZELTON RD.GALLAGHER DRPARKLAWN AVE76TH STREET77TH STREETMINNESOTA DR72ND STREETEDINBOROUGH WAY YORK AVENUE FRANCE AVENUE XERXES AVENUE BARRIE RD78TH STREETN Greater Southdale District | Design Experience Guidelines March 5, 2019 page 18 STREET ROOM TYPOLOGIES A hierarchy of streets and pathways within the district is the framework for public realm development and related building form. Each street across the district has a role in how it serves pedestrians, bicycles and vehicles in connecting sub-districts, adjacent single family neighborhoods, and the overall Greater Southdale District and creating a unified sense of place. It is the intent that street typologies define the public realm experience: the space between buildings, dimensions of building setbacks from the street, heights of facades at the building face at the street and building step backs, where the façade of the building steps back from the volume of the street room. Street Room Typology 1: Promenades and Transition Zones Promenades are new woonerf-type streets on the west side of France Avenue and on the east side of York Avenue. Within this typology, there are several different variations for new building development in these important transition zones, responding to and respecting the context of adjacent single family neighborhoods. Street Room Typology 2: Cornelia Overlay Zone With the understanding that there is special sensitivity related to new building development near the Cornelia neighborhood, this is a special zone governing the design of the public realm/street room on the east side of France Avenue between the north side of 69th Street and Gallagher Drive. Buildings within this zone will be expected to maintain the east side of the France Avenue street room, but will be of a lower overall scale than new Transition Zones 1A West Promenade 1B West Promenade (South) 1C East Promenade 2 Cornelia Overlay 3 New Local Streets 4 Primary East-West Streets 5 Boulevards 6 Central Promenade Spine 66TH STREETVALLEY VIEW RD.66TH STREET69TH STREET70TH STREETHAZELTON RD.GALLAGHER DRPARKLAWN AVE76TH STREET77TH STREETMINNESOTA DR72ND STREETEDINBOROUGH WAY YORK AVENUE FRANCE AVENUE XERXES AVENUE BARRIE RD78TH STREETN Greater Southdale District | Design Experience Guidelines March 5, 2019 page 19 buildings at the north or south ends of France. Street Room Typology 3: New Local Streets These are new 60’ wide streets internal to existing superblocks. These streets will be constructed as new buildings are added to the district, and will help create the new network of streets and pedestrian pathways throughout the Greater Southdale District. Some of these spaces between buildings may become parks or plazas, extending the public realm. Others will become primary vehicular access for drop off and pick up, as well as access to parking and primary building services. Street Room Typology 4: Primary East-West Streets The existing 69th Street, 70th Street, Hazelton Road, Parklawn Avenue and West 76th Street are important connections through the district from east to west. This typology is intended to respect the neighborhood scale and context in a meaningful way, with an ample tree canopy, extensive setbacks and lower scale buildings at the face of the public realm. By employing these characteristics, the landscape experience of the single family residential neighborhoods is extended through the Greater Southdale District. Street Room Typology 5: The Boulevards France Avenue, York Avenue, West 66th Street and West 77th Street are the district’s gateway streets. They carry the highest traffic volumes and are intended to have higher transit volumes than any other streets within the district. These streets will have the greatest impact in conveying the overall identity of the district: a consistent 50 foot setback with a double row of trees will extend the length of these streets, while consistency in building heights along the street edge will form the edge of the street room—bridging between the lower intensity and transitional areas and the higher intensity zones within the Greater Southdale District. Street Room Typology 6: Central Spine The Central Spine comprises the existing Promenade, its potential expansion northward, and future connections to the west to Fred Richards Park. This important pedestrian network is an attractive destination for both residents and visitors alike. New development along the spine must respond to and respect this important public amenity. Greater Southdale District | Design Experience Guidelines March 5, 2019 page 20 The sub-district to the west side of France between 69th and Parklawn is a unique transition zone within the Greater Southdale District. Any proposed developments within this zone should be approached with special sensitivity. This means that the street experience within that zone should be perceived as connected to the Cornelia neighborhood through landscaping and trees, and buildings that gradually transition in both height and function and use between lower intensity neighborhoods to the more commercially-focused district on the east side of France Avenue. The West Promenade, a new north-south pedestrian, bike and vehicle street/woonerf that accommodates service access, is envisioned between France Avenue and the Cornelia neighborhood. This new shared street is intended to provide service access to new developments along France (keeping vehicular traffic out of single family neighborhoods), and providing a new framework to support the transition from townhouses and lower-scale residential buildings on the west side of the West Promenade, to slightly taller buildings on the east side of the West Promenade. Street Room Typology 1A West Promenade / Transition to Cornelia Neighborhood Transition Zones 1A West Promenade 1B West Promenade (South) 1C East Promenade 2 Cornelia Overlay 3 New Local Streets 4 Primary East-West Streets 5 Boulevards 6Central Promenade Spine NPARKLAWN AVE.76TH STREETMINNESOTA DR.GALLAGHER DR.72ND STREETHAZELTON RD.70TH STREET69TH STREET66TH STREET65TH STREETFRANCE AVE. YORK AVE. VALLEY VIEW RD. BARRIE RD. XERXES AVE. EDINBOROUGH WAY77TH STREET78TH STREET Greater Southdale District | Design Experience Guidelines March 5, 2019 page 21 Dimensional Characteristics of Street Room Typology 1A West Promenade / Transition to Cornelia Neighborhood As illustrated in the section above, within this transition zone, building heights will step up incrementally, from those that are adjacent to single family homes to those that are facing France Avenue to provide a more gradual transition from the residential neighborhood to the more commercially-oriented Southdale District. The street room experience within Typology 1A will be shaped by the following experience guidelines: • New buildings that are adjacent to single family residential properties, on the west side of the West Promenade, should not exceed 36 feet in height. Townhomes are the preferred residential typology in this area of the transition zone. • All ground level space east of the West Promenade should have 20-foot floor-to-floor height. This dimension allows for flexibility to accommodate one level of retail space along the street, or two-story townhomes facing the West Promenade. • All parking, other than short-term retail or guest parking, and building services need to be located below grade or hidden within the building. If on ground level or above, parking and/or building services must be surrounded on all sides by program space such as commercial or housing. • On the east side of the West Promenade, building faces should not exceed 50’ in height. Any height above that limit should step back 20 feet from the facade of the building. • On France Avenue, a 50 foot setback is required from curb to face of building with a maximum building height of 60 feet. • On individual developments, should the City choose to permit height above the 60-foot height limit, it is recommended that additional height above 60 feet step back from the face of the building by a minimum of 10 feet in depth and 12 feet in height. Street Typologies West Promenade Transition to the Cornelia Neighborhood A “Woonerf” reallocates the public right-of-way to create a place for people and plantings while accommodating slow-moving vehicles. The street is elevated so it is flush with the sidewalk, allowing for a continuous walking surface. When the street is closed for public events such as a festival, the area becomes a public plaza. The proposed building setbacks and building step-backs are intended to create a gradual transition in use and scale from the existing Cornelia Neighborhood on the west to France Avenue to the east. Between a transitional Street “Woonerf” is used as both a collector for neighborhood needs and a barrier against additional vehicular traffic flowing into the neighborhood. This street-park hybrid is considered as public open space and needs to be programmed. With a perpetual festival permit in place, the street becomes a venue for community events such as salsa dancing, a wine crush or a pop-up playground. Within the district it is the intention to define a series of street rooms each having their own characteristics and connections to the existing neighborhoods and other parts of the district to enhance the experience of the pedestrian creating both a sense of place and safe environment to be in. The West Promenade is intended to be a pedestrian and bicycle collector between the existing residential neighborhood. A1 Traffic Lanes 50 Foot Setback France Avenue 50 Feet West Promenade “Woonerf” (60’ wide Street) Single Family ResidenceTownhouses 36 Feet maximum 20 Foot Step Back Mixed Use Buildings 60 Feet Maximum Neighborhood Street 15 Foot Front Yard Setback60 Feet Maximum Greater Southdale District | Design Experience Guidelines March 5, 2019 page 22 Street Room Typology 1B West Promenade Between Parklawn and Minnesota Drive South of the zone designated as Street Room Typology 1A (where the Cornelia transition area immediately abuts single family neighborhoods), the Street Room experience shifts to respond to its changing context. It becomes one that is more commercial in nature and in concert with the expected higher intensity in the southwest quadrant the Greater Southdale District. As the West Promenade extends south into Typology 1B, it continues to serve pedestrian, vehicular and service access. Uniform building heights on each side of the West Promenade are intended to support the transition from existing multi-family housing to taller buildings at the south end of France Avenue near the gateway from 494. Transition Zones 1A West Promenade 1B West Promenade (South) 1C East Promenade 2 Cornelia Overlay 3 New Local Streets 4 Primary East-West Streets 5 Boulevards 6Central Promenade Spine NPARKLAWN AVE.76TH STREETMINNESOTA DR.GALLAGHER DR.72ND STREETHAZELTON RD.70TH STREET69TH STREET66TH STREET65TH STREETFRANCE AVE. YORK AVE. VALLEY VIEW RD. BARRIE RD. XERXES AVE. EDINBOROUGH WAY77TH STREET78TH STREET Greater Southdale District | Design Experience Guidelines March 5, 2019 page 23 Dimensional Characteristics of Street Room Typology 1B West Side of France Between Parklawn and Minnesota Drive Within this zone, existing buildings are more commercial in nature and do not immediately abut single family neighborhoods. This unique condition lends itself to new development along the West Promenade that is still lower in scale, without the preference for townhomes or smaller scale buildings along one edge, as in Typology 1A. The street room experience within Typology 1B will be shaped by the following experience guidelines: • Building faces at the West Promenade within Typology 1B shall not exceed 50 feet in height. Any height above that limit should step back 20 feet from the facade of the building. • All street level space shall be 20 feet, floor-to-floor in height. This dimension allows for flexibility for retail space (on France) and two-story townhomes facing the West Promenade. • All parking, other than short-term retail or guest parking, and building services need to be located below grade or hidden within the building. If on ground level or above, parking and/or building services must be surrounded on all sides by program space such as commercial or housing. • Building faces on the east side of the West Promenade are intended to provide continuity in scale and experience from Street Room Typology 1A and from one side of the street to another. West Promenade“Woonerf”(60’ wide Street) 20 Foot Step Back 50 Feet 20 Foot Step Back Street TypologiesWest Promenade A2 A “Woonerf” reallocates the public right-of-way to create a place for people and plantings while accommodating slow- moving vehicles. The street is elevated so it is flush with the sidewalk, allowing for a continuous walking surface. When the street is closed for public events such as a festival, the area becomes a public plaza. This street-park hybrid is considered as public open space and needs to be programmed. With a perpetual festival permit in place, the street becomes a venue for community events such as salsa dancing, a wine crush or a pop-up playground. 60 Feet 105 Feet 20 Foot Step Back 2 Foot Step Back Traffic Lanes 50 Foot Setback France Avenue 60 FeetMaximum Greater Southdale District | Design Experience Guidelines March 5, 2019 page 24 Street Room Typology 1C East Promenade and Xerxes Avenue: Transition to Richfield Similar to the transition strategy on the west side of France Avenue, on the east side of the district, the existing Xerxes Avenue South is recast as the East Promenade to transition between the single family Richfield neighborhood to the east and the more commercially focused Greater Southdale District on the west. The general character of Xerxes is single family housing on the Richfield side and multi-family residential backed up to commercial on York Avenue. The intent of this typology is to have townhouses along the street, set back to a taller building above, creating an scale appropriate to the existing character of the street. Xerxes is bisected by Yorktown Park and Adams Hill Park, near the Southdale YMCA. When Xerxes transitions through Yorktown Park and Adams Hill Park, the street becomes more woonerf-like, without vehicular traffic. This street-park hybrid is considered as public open space and needs to be programmed. This typology extends along the north end of Xerxes between 65th and Highway 62 without the woonerf designation. Transition Zones 1A West Promenade 1B West Promenade (South) 1C East Promenade 2 Cornelia Overlay 3 New Local Streets 4 Primary East-West Streets 5 Boulevards 6Central Promenade Spine NPARKLAWN AVE.76TH STREETMINNESOTA DR.GALLAGHER DR.72ND STREETHAZELTON RD.70TH STREET69TH STREET66TH STREET65TH STREETFRANCE AVE. YORK AVE. VALLEY VIEW RD. BARRIE RD. XERXES AVE. EDINBOROUGH WAY77TH STREET78TH STREET Greater Southdale District | Design Experience Guidelines March 5, 2019 page 25 The street room experience within Typology 1C will be shaped by the following experience guidelines: • On both Xerxes Avenue north of 65th and on the East Promenade, a 15-foot “front yard” setback is required from curb to face of building. • Building faces at the East Promenade across the street from single-family homes shall not exceed 36 feet in height. Height above that limit shall step back 20 feet from the facade of the building, and shall not exceed 60 feet in height. Any further height shall step back an additional 20 feet, to a maximum height of 84 feet. • All parking, other than short-term retail or guest parking, and building services need to be located below grade or hidden within the building. If on ground level or above, parking and/or building services must be surrounded on all sides by program space such as commercial or housing. • See Street Room Typology 5 for description of dimensional characteristics of new development facing York Avenue. Dimensional Characteristics of Street Room Typology 1C East Promenade and Xerxes Avenue: Transition to Richfield Street TypologiesEast Promenade Transition to the Richfield Neighborhood The East Promenade Transition on Xerxes Avenue South is between the Richfield neighborhood to the east and the Southdale District on the west. The character of the street is bisected buy Adams Place Park that is east York Avenue and the Southdale YMCA. The general character of the Xerxes is single family housing on the Richfield side and multi-family residential backed up to commercial on York Avenue. The intent of the building step back with townhouses transition to taller building creating an scale appropriate to the existing character of the street. When Xerxes transitions to Adams Place Park the character of the street becomes more Woonerf like in without vehicular traffic. This street-park hybrid is considered as public open space and needs to be programmed. With a perpetual festival permit in place, the street becomes a venue for community events such as salsa dancing, a wine crush or a pop-up playground. A3 50’ height limit East Promenade Existing Neighborhood Street Single Family Residence 36 Feet 60 Feet 20 Foot Step Back 20 Foot Step Back 15 Foot Front Yard Setback 84 Feet Greater Southdale District | Design Experience Guidelines March 5, 2019 page 26 Street Room Typology 2 Cornelia Overlay at France Avenue As a reflection of the scale of buildings east of the West Promenade in Street Room Typology 1A, Typology 2 extends the scale of this potential new development to the east side of France Avenue from Gallagher Drive to south of 68th Street. This strategy is intended to frame the street room experience along this corridor with similarly scaled buildings that are respectful of the nearby single family neighborhoods. The goal is to establish this zone along France as a more commercially-focused corridor (rather than residential) while employing similar height buildings as on the west side of France within the Cornelia transition zone. Transition Zones 1A West Promenade 1B West Promenade (South) 1C East Promenade 2 Cornelia Overlay 3 New Local Streets 4 Primary East-West Streets 5 Boulevards 6Central Promenade Spine NPARKLAWN AVE.76TH STREETMINNESOTA DR.GALLAGHER DR.72ND STREETHAZELTON RD.70TH STREET69TH STREET66TH STREET65TH STREETFRANCE AVE. YORK AVE. VALLEY VIEW RD. BARRIE RD. XERXES AVE. EDINBOROUGH WAY77TH STREET78TH STREET Greater Southdale District | Design Experience Guidelines March 5, 2019 page 27 The street room experience within Typology 2 will be shaped by the following experience guidelines: • On France Avenue, a 50-foot setback is required from curb to face of building with a building podium height of 60 feet. Above the 60-foot height limit, additional height should step back 10 feet from the face of the building, to a maximum height of 84 feet. • All parking, other than short-term retail or guest parking, and building services need to be located below grade or hidden within the building. If on ground level or above, parking and/or building services must be surrounded on all sides by program space such as commercial or housing. Dimensional Characteristics of Street Room Typology 2 Cornelia Overlay at France Avenue 84 Feet France Avenue 60 Feet Traffic Lanes50 Foot Setback 10 Foot Step Back Greater Southdale District | Design Experience Guidelines March 5, 2019 page 28 Street Room Typology 3 New Local Streets These new local streets, created as part of the strategy of breaking down the scale of the existing superblocks, will augment the current street network, providing new circulation options that can connect residents and visitors across the district, and support community life. Creating internal pedestrian walkways, with accommodation for bicycles and potentially cars, combined with existing public and private infrastructure, supports connections within and outside the block. The width of these new local streets, and the corresponding building form is based on the nature of the uses within the larger superblock structure. Streets can be lined with a mix of uses, including residential, commercial, or retail. They contain shady places to walk the dog or sit and have a coffee connecting to neighborhood parks, places of worship, and schools. Unique to the Greater Southdale District, some of these local streets may become linear parks between buildings, with vehicular access limited only to emergency responders. Transition Zones 1A West Promenade 1B West Promenade (South) 1C East Promenade 2 Cornelia Overlay 3 New Local Streets 4 Primary East-West Streets 5 Boulevards 6Central Promenade Spine NPARKLAWN AVE.76TH STREETMINNESOTA DR.GALLAGHER DR.72ND STREETHAZELTON RD.70TH STREET69TH STREET66TH STREET65TH STREETFRANCE AVE. YORK AVE. VALLEY VIEW RD. BARRIE RD. XERXES AVE. EDINBOROUGH WAY77TH STREET78TH STREET Greater Southdale District | Design Experience Guidelines March 5, 2019 page 29 Street Typologies60’ Wide Connector Street Typical 60’ Wide Local Street (within super-blocks) 105 Feet 20 Foot Step Back 60 Feet 2 Foot Step Back 2 Way Traffic Plus Parking 12’ Sidewalk 12’ Sidewalk It is recommended that buildings above 60 feet step back a minimum of 20 feet when there is an opposing building at the street edge Podium Heights can vary The intent is to create a street that provides a access from roads that are bordered by France and York and are connected by east /west streets such as ParklawnAve, ParklawnCourt, Hazelton Road, W 70th, W 69th, W 65th. Internal street within the supper block provide interconnections between supper block connecting residents across the district north and south supporting potential for community space. By creating pedestrians walkways with existing public and private infrastructure thereby supporting connections within and outside the block. The street width is based on the nature of the uses within the larger super block structure. They can be lined with a mix of uses, including residential and retailwhile providing connectivity within a neighborhood. They contain shady places to walk the dog or sit and have a coffee connecting to neighborhood parks, places of worship, and schools. Unique to the Greater Southdale District, many of the Connector Streets may become entirely devoted to landscaping. B The street room experience within Typology 3 will be shaped by the following experience guidelines: • New local streets should be 60 feet in width. Those streets which carry vehicular traffic should comprise two traffic lanes with two lanes of parking or pick-up/drop-off. Sidewalks should be located on each side of these vehicular streets as illustrated in the diagram above. • Minimizing vehicular access to provide drop off, service and parking can be planned to share the vehicular needs of blocks allowing the remaining spaces between the remaining blocks to be used in a variety of ways for the benefit of the community. This “space between” buildings can be transformed into pocket parks, gardens, play areas, plazas, wetlands, and many other activities that support the health and wellbeing of the community. • Building podium heights can vary, from 36 feet up to 60 feet. • Above the 60 foot height limit, the long sides of a rectangular or “L” shaped building need to step back 20 feet from the street room facade (as illustrated in the building at left in the diagram above), and the narrow ends need to step back 2 feet from the street room facade (building at right in diagram above). This minimizes the impact of the taller building form on sunlight at the street, and provides a lower-scale building at the street, resulting in a more cohesive and comfortable pedestrian experience. The footprint on taller residential buildings should not exceed 12,000 SF, while taller commercial buildings are permitted larger footprints of up to 24,000 SF for efficient space utilization. • All parking, other than short-term retail or guest parking, and building services need to be located below grade or hidden within the building. If on ground level or above, parking and/or building services must be surrounded on all sides by program space such as commercial or housing. Vehicular access to the buildings should be as close as possible to primary superblock streets (e.g. Typology 4 or 5). Dimensional Characteristics of Street Room Typology 3 New Local Streets Greater Southdale District | Design Experience Guidelines March 5, 2019 page 30 Street Room Typology 4 Primary East-West Streets These streets, including 69th Street, 70th Street, Hazelton Road, Parklawn Avenue, and West 76th Street, serve an important role within the district. These are unique streets in that they form the district’s superblocks with France and York Avenues, keeping traffic out of adjacent single family neighborhoods while connecting to the neighborhoods through the 30 foot setbacks that are landscaped to provide a pedestrian focused experience. This typology is intended to respect the neighborhood scale and context in a meaningful way, with an ample tree canopy, extensive setbacks and consistently-scaled buildings at the face of the public realm. By employing these characteristics, the landscape experience of the single family residential neighborhoods is extended through the Greater Southdale District. Street Room Typology 4 consists of streets that are between 110 and 125 feet wide, with two lanes of traffic in each direction, a center median and no parking. Several of these existing streets feature roundabouts. These streets provide access to parking and building services for buildings in Typology 3, as described previously. Transition Zones 1A West Promenade 1B West Promenade (South) 1C East Promenade 2 Cornelia Overlay 3 New Local Streets 4 Primary East-West Streets 5 Boulevards 6Central Promenade Spine NPARKLAWN AVE.76TH STREETMINNESOTA DR.GALLAGHER DR.72ND STREETHAZELTON RD.70TH STREET69TH STREET66TH STREET65TH STREETFRANCE AVE. YORK AVE. VALLEY VIEW RD. BARRIE RD. XERXES AVE. EDINBOROUGH WAY77TH STREET78TH STREET Greater Southdale District | Design Experience Guidelines March 5, 2019 page 31 The street room experience within Typology 4 will be shaped by the following experience guidelines: • Within this typology, a 30 foot setback is required from curb to face of building with a building podium height of 60 feet. Above the 60-foot height limit, additional height should step back 30 feet from the face of the building, to a maximum height of 105 feet. Any height about 105 feet should step back and additional 10 feet from the face of the building. • Building podiums along these streets need to maintain as closely as possible the 60-foot height limit while still adhering to the guidance of 75% of building face at the setback line to create the fundamental experience of the street room. • All parking, other than short-term retail or guest parking, and building services need to be located below grade or hidden within the building. If on ground level or above, parking and/or building services must be surrounded on all sides by program space such as commercial or housing. Dimensional Characteristics of Street Room Typology 4 Primary East-West Streets Existing East West Streets 60 Feet 20 Foot Step Back 30 Foot Step Back Traffic Lanes30 Foot Setback 30 Foot Setback 69thStreet, 70thStreet, Hazelton Road, ParklawnAvenue and 76th Street are unique streets to the Greater Southdale District. They form a super grid with France Avenue and York Avenue, keeping traffic out of adjacent single family neighborhoods while connecting to the neighborhoods through the 30 foot setback that are landscaped to provide a pedestrian focused experience. The streets act as collectors that provide a balance between pedestrian and vehicular circulation. Local streets and Woonerfs perpendicular to these streets will provide access to shops, galleries, restaurants, hotels, offices, and residential uses. Tree shaded benches in the streetscape will provide a place for pedestrians to rest, storm water management and bicyclists can use these streets to connect from home to small outdoor cafés and other amenities. Street TypologiesPrimary East-West Streets C Greater Southdale District | Design Experience Guidelines March 5, 2019 page 32 Street Room Typology 5 The Boulevards Streets that are included in this typology include the primary district boulevards such as France Avenue, York Avenue, W 66th Street and W 77th Street. In addition to being the widest streets in the district, they also currently carry a high volume of vehicular traffic. The intent of this typology is to create streets that connect the Greater Southdale District to the larger Edina community. These commercially-focused streets will reinforce the district’s unique role in serving Edina’s neighborhoods, while at the same time, recognizing that the district has a role in the broader metropolitan region—providing employment, health, retail, entertainment, and a wide range of housing options. The streets that fall into Typology 5 will have the greatest impact in conveying the overall identity of the district, with wide, multi-use streetscapes lined with a double row of trees within a consistent 50-foot setback. Medians may also be present in the boulevard streetscape to accommodate plantings and/or mass transit lines and stations. In many cases, boulevards will be adjacent to the tallest buildings in the district and will be the locations for transit stops. Transition Zones 1A West Promenade 1B West Promenade (South) 1C East Promenade 2 Cornelia Overlay 3 New Local Streets 4 Primary East-West Streets 5 Boulevards 6Central Promenade Spine NPARKLAWN AVE.76TH STREETMINNESOTA DR.GALLAGHER DR.72ND STREETHAZELTON RD.70TH STREET69TH STREET66TH STREET65TH STREETFRANCE AVE. YORK AVE. VALLEY VIEW RD. BARRIE RD. XERXES AVE. EDINBOROUGH WAY77TH STREET78TH STREET Greater Southdale District | Design Experience Guidelines March 5, 2019 page 33 Dimensional Characteristics of Street Room Typology 5 The Boulevards On these wide streets, a sense of scale is maintained by creating a uniform street wall of 60 feet, with taller structures stepping back from this 60-foot datum. This consistency in building heights along the street will form the edge of the street room—bridging between lower intensity and transitional areas, and the higher intensity zones within the Greater Southdale District. The street room experience within Typology 5 will be shaped by the following experience guidelines: • On France Avenue, a 50 foot setback is required from curb to face of building with a minimum building height of 60 feet (diagram at left). Above that 60 foot height, the building face should step back two feet to create a cornice line, and can then extend to 105 feet. Above 105 feet, building faces must step back an additional 10 feet (as illustrated in diagram at right, above.) • Building podiums along these streets need to maintain as closely as possible the 60-foot height limit while still adhering to the guidance of 75% of building face at the setback line to create the fundamental experience of the street room. • All parking, other than short-term retail or guest parking, and building services need to be located below grade or hidden within the building. If on ground level or above, parking and/or building services must be surrounded on all sides by program space such as commercial or housing. • Parking and building services should not be accessed via these streets. • Incorporate 10- to 12-foot wide sidewalks that create opportunities for gathering, outdoor cafes, pavilions, etc. • Within the 50-foot setback, trees should be planted in a double row to add a strong canopy for pedestrian activity. Street Typologies Boulevards France Avenue, York Avenue, W 66th Streetand W 76th and W 77th: multi-modal thoroughfares within the Greater Southdale District. They have wide, multi-use streetscapes lined with a double row of trees. Medians may also be present in the Boulevard streetscape to accommodate plantings as well as mass transit lines and stations. In many cases, Boulevards will be adjacent to the tallest buildings in the district and will be the locations for transit stops. D A 50 feet setback is required from curb to face of building with minimum building height of 60 feet with a maximum building height of 105 feet. Any part of the building above 105 feet requires a 20 foot step back. Preferred building materials: Concrete, steel or heavy timber structural frame. 60 Feet 105 Feet 10 Foot Step Back 2Foot Step Back Traffic Lanes50 Foot Setback France AvenueFrance Avenue 60 Feet Traffic Lanes50 Foot Setback Greater Southdale District | Design Experience Guidelines March 5, 2019 page 34 Street Room Typology 6 Central Promenade Spine The Central Promenade Spine is intended to connect the Greater Southdale District from the west at Highway 100, extending east to the heart of Centennial Lakes and beyond to Edinborough Park. This Central Spine also extends the existing Promenade north through the Galleria and Southdale Center, and north across a future green lid over Highway 62 to Strachauer Park. The Central Promenade Spine traverses through a variety of building types, ranging from townhouses to multi-family housing, to low scale commercial/retail buildings, to mid-rise office buildings. As the physical form of buildings along this spine evolves, natural sunlight light and limited shadow will determine the experiential use of the space. Creating maximum height of 36 feet at its edges will support a mix of uses fronting the spine. Height above this 36 foot limit will step back from the building face, maximizing the program of new buildings rising along its edges without compromising the experience of walking and biking through a park- like environment Transition Zones 1A West Promenade 1B West Promenade (South) 1C East Promenade 2 Cornelia Overlay 3 New Local Streets 4 Primary East-West Streets 5 Boulevards 6Central Promenade Spine NPARKLAWN AVE.76TH STREETMINNESOTA DR.GALLAGHER DR.72ND STREETHAZELTON RD.70TH STREET69TH STREET66TH STREET65TH STREETFRANCE AVE. YORK AVE. VALLEY VIEW RD. BARRIE RD. XERXES AVE. EDINBOROUGH WAY77TH STREET78TH STREET Greater Southdale District | Design Experience Guidelines March 5, 2019 page 35 The street room experience within Typology 6 will be shaped by the following experience guidelines: • The 36 foot height along the Central Spine encourages a mix of uses focused on entertainment venues such as restaurants, gathering places or community-oriented facilities that provide destinations to come to and stay at. These lower-scale buildings that line the Promenade should reflect its stature as a special community amenity, with a rich variety of architectural experiences that front this park-like environment. • Above 36 feet, buildings shall step back 20 feet to the 60 foot podium height. Above 60 feet, buildings shall step back an additional 20 feet. • Buildings above the 60 foot height limit should be oriented to maximize the amount of sun on the Promenade. • Locations where Typology 6 intersects Typology 4 and 5 are critical to reinforce the idea of the linear public spine that connects this entire district. These intersections are the gateway to the Spine and should have a unique architectural response. • All parking, other than short-term retail or guest parking, and building services need to be located below grade or hidden within the building. If on ground level or above, parking and/or building services must be surrounded on all sides by program space such as commercial or housing. Dimensional Characteristics of Street Room Typology 6 Central Promenade Spine Street TypologiesCentral Promenade Spine The Central Promenade Spine is intended to connect the Greater Southdale District from the west at Highway 100, east to the heart of Centennial Lakes, along the existing Promenade north through The Galleria and Southdale Mall and north to Strachauer Park. The Central Promenade Spine transverses through different building types from 2 and 3 story Townhouses to 1 and 2 story commercial/retail buildings to 6 story office buildings. In imagining the future of the spine natural sunlight light and limited shadow will determine the experiential use of the space. Creating maximum height of 36 feet at its edges support a mix of uses fronting the spine while not limiting additional height to maximize the program of new building rising along its edges will not compromise the experience of walking and biking through a park like environment 50’ height limit Central Promenade Spine 36 Feet 60 Feet 20 Foot Step Back 20 Foot Step Back 105 Foot Maximum 15 Foot Front Yard Setback E Greater Southdale District | Design Experience Guidelines March 5, 2019 page 36 5 Implementing and Measuring the Guidance Ten Things to Remember Greater Southdale District | Design Experience Guidelines March 5, 2019 page 37 1. Every new development begins with the 200’ x 200’ block, or some variation based on context. 2. Every block or building in a development will need streets to connect between buildings. Not all of these streets will need to accommodate vehicles, providing the opportunity for parks, plazas or courtyards—important parts of the public realm. 3. Buildings will not be greater than 200 feet in length, thereby minimizing the negative impact continuous walls can have on a comfortable pedestrian experience. 4. All streets are not equal. The plan outlines a hierarchy that is driven by the kind of experiences that are expected on these streets and how they facilitate an enlivened public realm. 5. Designated transition zones are about maintaining the quality of life in these areas without restricting growth in other parts of the district. 6. Promenades and East-West Streets are the bridge between single family neighborhoods, such as the Cornelia neighborhood of Edina and the west side of Richfield, to more intense parts of the district. 7. Street Rooms will intersect and overlap each other in many circumstances. At these intersections, lower building heights should prevail, giving the smaller scaled building precedence over larger scale buildings. 8. Building footprints above 60 feet in height are limited to 12,000 SF for residential uses, and 24,000 SF for commercial. 9. Within the first 60 vertical feet of a building, primary materials systems that are more traditional like brick, stone, glass wall systems are preferred. Above 60 feet, other materials such as metal wall systems within a larger curtainwall system, can be introduced. These baseline parameters should not be a deterrent to architectural innovation but rather are intended to serve as a measure of quality and continuity throughout the district 10. Transparency at the ground level facing the public realm is key to the individual experience and is a catalyst for how to activate and maintain a community-based approach to daily life and experience. 5. Implementing and Measuring the Guidance Ten Things to Remember 2200 Zane Ave N | Minneapolis, MN 55422 www.archfieldoffice.com Cary: At your request, we reviewed the Sketch Plan submission for the proposed Edina Health & Safety Center based on our experience working with the Greater Southdale Work Group to craft a physical vision for how their guiding principles may translate to the built environment. The resulting vision for development in the district is to create an enhanced human experience along existing major and new connector streets, with overall experience shaped via landscape setbacks, building step backs, a hierarchy of street typologies, transparency at street level, minimizing the impact of the car, and managing storm water as an amenity. The outcome of our collaborations with the Work Group is described in the urban design chapter of the Greater Southdale District Plan and resulted in the Greater Southdale District Design Experience Guidelines. The project proposed aligns in several areas with the Design Experience Guidelines, demonstrating positive attributes as it relates the creation of an active public realm, and general consideration for the neighborhood. We note the following: 1. Appropriate representation of Design Experience Guideline Typologies. 2. Staff parking needs to be accommodated as below-grade parking in adjacent future development. 3. Existing wetland is incorporated into the new East/West Promenade. 4. The East/West Promenade as shown in Option B seems more in keeping with the concept of the existing North/South Promenade without vehicular traffic. 5. Although West 76th is an existing street it should be represented in the drawings as it relates to the major East/West Street Typology. To City of Edina Cary Teague, Community Development Director 4801 W. 50th Street Edina, MN 55424 From Mic Johnson, FAIA Date February 15, 2023 We also would like to point out a few additional Opportunities for consideration: 1. North/South Neighborhood Street The new North/South neighborhood street with adjacent parking on the west side of the street is approximately 130-140 feet wide from building wall to building wall. This creates a wide corridor of vehicular traffic that has limited incentives for neighborhood integration. When we were discussing alternate neighborhood streets with the Work Group, we imagined a variety of different kinds of streets that would increase both differing neighborhood identity and different levels of service that the neighborhood and the Greater Southdale district would need. As is mentioned in the Street Typology for local streets, (excerpted on the following page) different uses are imagined. One alternative discussed in the Work Group were shopping streets where the street would take on the character of a typical small town Main Street with 90-degree or diagonal parking on both sides of the street and two lanes of traffic, one in each direction. The Main Street style parking could serve not only the Health Center but also be a catalyst for other neighborhoood services to be developed as the new buildings are constructed over time. In a sense, this move would be part of building a center to this evolving south district neighborhood. 2. East/West Promenade A consideration for the East/West Promenade is to encourage pedestrian access to Fred Richards, and to link the district together through a series of waterways and open and flexible activity spaces.The consideration for shadow should be a major concern considering the adverse conditions pedestrians can experience in a Winter City. We would encourage that pedestrian walkways be located on the north side of the Promenade to increase the amount of sunlight reaching walkway surfaces, especially during winter months. 3. A Broader Neighborhood Vision The intent of the 200-foot block is not only to encourage a more pedestrian scaled environment but to also discourage long corridors in future buildings and encourage a variety of housing types. This stage of site development is an ideal opportunity to demonstrate a variety of ways in the which people might experience living in the district. There is a need for family-centered apartments, condominiums and town/row houses—not just large apartment blocks. Creating a vision about how the neighborhood could develop beyond the Fire Station and Community Health Center is an important a part of the overall task for each developer. Thank you for the opportunity to review. Please let me know if you have any questions. Mic The CITY of EDINA Sketch Plan Review – Community Health and Safety Center – 4401 76 th Street West The CITY of EDINA EdinaMN.gov 2 Site The CITY of EDINA EdinaMN.gov 3 Site The CITY of EDINA 4/05/12 4 Site Comprehensive Plan The CITY of EDINA EdinaMN.gov 5 Site The CITY of EDINA 4/05/12 6 Site The CITY of EDINA 4/05/12 7 The CITY of EDINA EdinaMN.gov 8 The CITY of EDINA 4/05/12 9 The CITY of EDINA 4/05/12 10 The CITY of EDINAIssues/Considerations EdinaMN.gov 11 OR, Office Residential. The following is the land use description for OR, Office Residential Land Use Category in the Comprehensive Plan: “Transitional areas along major thoroughfares or between higher-intensity districts and residential districts. Many existing highway-oriented commercial areas are anticipated to transition to this more mixed -use character. Primary uses are offices, attached or multifamily housing. Secondary uses: Limited retail and service uses (not including “big box" retail), limited industrial (fully enclosed), institutional uses, parks and open space. Vertical mixed-use should be encouraged and may be required on larger sites.” The CITY of EDINAIssues/Considerations EdinaMN.gov 12 Building Materials & Facades. Buildings must be made of natural materials (stone, brick) on the first vertical 60 feet of a building, and first floor ceiling heights must be 20 feet tall. As suggested in the Southdale Design Experience Guidelines and by City Code; all new front building facades that face the public realm must have 75 percent transparency (ability to see inside the building) at the ground level. When designing the final plans, the “street typologies” suggested in the Design Experience Guidelines should be more closely considered. Building Height. This is an area of town that was anticipated for more building height in the 2008 Comprehensive Plan. The building height allowed on the site under current zoning is up to 12 stories. The proposed community health and safety center would be two stories in the range of 22-27 feet. The training tower could be 50-60 feet tall. Sustainability. Any submittal for a rezoning will require compliance with the City’s Sustainability Policy. Traffic & Parking Study. Would be required as part of any formal application. The sketch plan indicates 40-80 parking stalls will be provided. The CITY of EDINAIssues/Considerations EdinaMN.gov 13 Compliance Table PID, Planned Industrial District (Measured to the curb) Comprehensive Plan Proposed Front – 76th Side – West Side – East Rear 30 feet 30 feet 30 feet 30 feet 30 feet 40+ feet 35 feet 150+ feet Building Height 12 stories 2 story health and safety center Density 20-75 units per acre 160–600-unit potential The CITY of EDINA 4/05/12 14 The CITY of EDINA 4/05/12 15 The CITY of EDINA 4/05/12 16 The CITY of EDINA 4/05/12 17 CITY OF EDINA COMMUNITY HEALTH & SAFETY CENTER EDINA, MINNESOTA SKETCH PLAN 1ST REVIEW SUBMISSION 2-22-23 Architecture | Interior Design | Landscape Architecture | Engineering CITY OF EDINA | EDINA, MN | COMMUNITY HEALTH & SAFETY CENTER | 2-22-23 2 CONCEPTUAL NEIGHBORHOOD MASTER-PLAN STUDYPROJECT NARRATIVE INTRODUCTION SITESITE APPARATUSBAYS(5-6 BAYS) STAFFPARKING(40 STALLS) PUBLICPARKING(40 STALLS) TRAININGTOWER HEALTH & SAFETY PROGRAM SPACE(22,000+/- GSF) (W 76TH STREET) EXISTINGWETLAND 8.02 ACRES(349,461 sq ft)440' x 794.25' 30' SETBACK @ BUILDING 60' SETBACK @ BAYS CONCEPT SITE PLAN - HEALTH & SAFETY CENTER The City of Edina is planning a replacement for the existing Fire Station 2 with a new Community Health and Safety Center located at 4401 W. 76th St. in the Pentagon Park Neighborhood. The existing office building at this site will be removed to make room for the City’s new facility. The planned facility is approximately 36,000 GSF and will provide operational space for the Fire Department and Community Health Department. The project is planned to be two-stories and include community- focused indoor and outdoor spaces. The planning team is currently gaining input from project stakeholders and community members through the Values Viewfinder and Better Together engagement processes. This project will be a catalyst for implementing the Southdale Design Guidelines within this region of the City. The initial phase will involve constructing the Community Health and Safety Center along with replacing existing hardscape and adding native seed mix on disturbed areas and restoring existing wetland on the southwest corner of the site. Future phases may include the potential subdivision of the site for development opportunities, including a greenway connection to the City’s park system. CITY OF EDINA | EDINA, MN | COMMUNITY HEALTH & SAFETY CENTER | 2-22-23 3 CONCEPTUAL NEIGHBORHOOD MASTER-PLAN STUDY BUILDING ON A PROUD LEGACY OF INNOVATION & QUALITY EDINA HAS EMBRACED REDEFINING ITSELF IN ORDER TO SERVE ITS CITIZENS IN NEW AND BETTER WAYS CITY OF EDINA | EDINA, MN | COMMUNITY HEALTH & SAFETY CENTER | 2-22-23 4 CONCEPTUAL NEIGHBORHOOD MASTER-PLAN STUDY SOUTHDALE AREA DESIGN EXPERIENCE GUIDELINES CITY OF EDINA | EDINA, MN | COMMUNITY HEALTH & SAFETY CENTER | 2-22-23 5 CONCEPTUAL NEIGHBORHOOD MASTER-PLAN STUDY • • VIBRANT PEDESTRIAN REALMVIBRANT PEDESTRIAN REALM • • HEALTHY URBAN LIVINGHEALTHY URBAN LIVING • • SUSTAINABLE INFRASTRUCTURESUSTAINABLE INFRASTRUCTURE • • NEIGHBORHOODS OF ACTIVITYNEIGHBORHOODS OF ACTIVITY • • EXPAND THE EXTENT OF OPEN SPACEEXPAND THE EXTENT OF OPEN SPACE • • INCREMENTAL CHANGEINCREMENTAL CHANGE • • WALKABLE STREET NETWORKWALKABLE STREET NETWORK • • TRANSPORTATION OPTIONSTRANSPORTATION OPTIONS • • HIGH QUALITY WELL HIGH QUALITY WELL DESIGNED BUILDINGS DESIGNED BUILDINGS SOUTHDALE AREA DESIGN EXPERIENCE GUIDELINES CENTRAL PROMENADE SPINE “EAST WEST STREETS”“LOCAL STREETS” SITESITE SITESITE CITY OF EDINA | EDINA, MN | COMMUNITY HEALTH & SAFETY CENTER | 2-22-23 6 CONCEPTUAL NEIGHBORHOOD MASTER-PLAN STUDYEXITING CONDITIONS - AERIAL VIEW LOOKING NE P A R K L A W N W 76TH STREET FRAN C E MINNESOTA D RI V E W77TH STREE T SOUTHDALE GALLERIA CENTENNIAL LAKES HWY 494 CROSSTOWN HWY MN CENTERFRED RICHARDS PARK CORNELIA SITESITE CITY OF EDINA | EDINA, MN | COMMUNITY HEALTH & SAFETY CENTER | 2-22-23 7 CONCEPTUAL NEIGHBORHOOD MASTER-PLAN STUDYEXITING CONDITIONS - AERIAL VIEW LOOKING NE PARK LAWN AVENUEW 7 7 T H S T R E E T W 76TH STREET MINNESOTA DRIVE SITESITE LA FITNESS TCO 7625 4451 4451 7725 7700 4175 4100 7600 EXISTINGWETLAND SITE PLAN W/ NEIGHBORING LOTS SITE LOOKING EAST ON W 76TH STREET SITE LOOKING WEST ON W 76TH STREET 8.02 ACRES(349,461 sq ft)440' x 794.25' MINUTES Community Health Commission November 14, 2022 at 6:30 PM City Hall, Community Room I.Call To Order II.Roll Call Present: Philip King-Lowe, Greg Wright, Julia Selleys, Nick Mattison, Matt Giljahn, Mary Absolon, Michael Wood, Tracy Nelson, Ben Hykes, Jay Shapiro. III.Approval Of Meeting Agenda Motion by Greg Wright to approve meeting agenda. Seconded by Nick Mattison. Motion Carried. IV.Approval Of Meeting Minutes A.Minutes: Community Health Commission, October 10,2022 Motion by Tracy Nelson to approve October 10, 2022 meeting minutes. Seconded by Greg Wright . Motion Carried. V.Community Comment VI.Reports/Recommendations A.Subcommittee Updates VII.Chair And Member Comments Discussion: How will newly elected City Council members be made aware of previous Commission work and recommendations? Do new City Council members have issues they would like Commission to work on? Potential recreational cannabis legislation, City role in regulation and communication to public. Do we have a communication template we use for communicating these kind of changes? Should we? VIII.Staff Comments Association of Non-Smokers Minnesota will be presenting in December and January on possible smoke free multi-unit housing policies. IX.Adjournment Motion by Nick Mattison to Motion. Seconded by Greg Wright . Motion Carried. MINUTES Community Health Commission December 12, 2022 at 6:30 PM City Hall, Community Room I.Call To Order II.Roll Call Present: Philip King-Lowe, Michael Wood, Greg Wright, Nick Mattison, Andrew Hawkins, Matt Giljahn, Mary Absolon, Tracy Nelson. III.Approval Of Meeting Agenda Motion by Nick Mattison to Approve Meeting Agenda. Seconded by Andrew Hawkins. Motion Carried. IV.Approval Of Meeting Minutes A.Minutes: Community Health Commission, November 14, 2022 Motion by Philip King-Lowe to Approve November 14, 2022 Community Health Commission Meeting Minutes. Seconded by Nick Mattison. Motion Carried. V.Community Comment VI.Reports/Recommendations A.ANSR - MN Presentation - Smoke Free Multi-Unit Property Information Kate Ebert - Bloomington Public Health Jackie Siewart- ANSR-MN Rachel Callanan - Public Health Law Center Kara Skahen - ANSR-MN Presentation about potential smoke-free multi-unit housing policies. Will be continued at January meeting. VII.Chair And Member Comments A.Opioid Stakeholder Group Update VIII.Staff Comments A.Current Attendance IX.Adjournment Date: March 21, 2023 Agenda Item #: IX.B. To:Mayor and City Council Item Type: Minutes From:Perry Vetter, Parks & Recreation Director Item Activity: Subject:Minutes: Parks & Recreation Commission Feb. 14, 2023 Information CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Receive the minutes from the Feb. 14, 2023 Parks & Recreation Commission meeting. INTRODUCTION: See attached minutes. ATTACHMENTS: Description Minutes: Parks & Recreation Commission Feb. 14, 2023 Draft Minutes☐ Approved Minutes☒ Approved Date: 3/14/2023 Minutes City of Edina, Minnesota Edina Parks & Recreation Commission Braemar Golf Course February 14, 2023 7 p.m. I. Call to Order Chair Ites called the meeting to order at 7:02 p.m. II. Roll Call Answering roll call were Commissioners Good, Haas, Ites, Pfuhl, Spanhake, Weaver and Student Commissioner Horsager Absent: Commissioner Strother and Student Commissioner Defor Commissioner Welsh arrived at 7:03 p.m. Commissioner Doscotch arrived at 7:08 p.m. Staff Present: Staff Liaison Perry Vetter, Assistant Director Parks and Natural Resources Tom Swenson, Assistant Director Recreation and Facilities Tracy Peterson, General Manager Braemar Arena & Field Chad Eischens and Administrative Coordinator Janet Canton III. Approval of Meeting Agenda Motion made by Good to approve the meeting agenda. Motion seconded by Haas. Motion carried. IV. Approval of Meeting Minutes Motion made by Haas to approve the Nov. 1, 2022 minutes. Motion seconded by Good. Motion carried. V. Community Comment None VI. Reports/Recommendations A. Braemar Ice Arena/Braemar Field Program & Facility Update Chad Eischens, General Manager of Braemar Arena and Field, gave a presentation on the Braemar Ice Arena. Mr. Eischens gave an update on the programs taking place at the arena, prime times for use, staffing struggles, utility issues, and customer interactions. Mr. Eischens also gave an update on the Braemar Field and its dimensions and uses as well as discussed the increased demand for use of the field, staffing models and successes of the new parking lot. The Commissioners asked questions regarding the temperature inside the dome. B. 2023 Work Plan Staff Liaison Vetter pointed out to the Commission the new format and software system on the 2023 Work Plan. Staff Liaison Vetter urged the Commission to review each initiative. Draft Minutes☐ Approved Minutes☒ Approved Date: 3/14/2023 Commissioners asked questions regarding the word changes in the Work Plan and revisited assignments. Initiative #1 – Support Fred Richards Park Implementation. Commissioners Ites, Weaver, Welch and Pfuhl; lead is Commissioner Ites. Initiative #2 – Support Braemar Park Implementation. Commissioners Haas, Spanhake and Student Commissioner Horsager; lead is Commissioner Haas. Initiative #3 – Support Braemar Arena Implementation. Commissioners Doscotch, Spanhake and Student Commissioner Horsager; lead is Commissioner Doscotch. Initiative #4 – Alternative Funding Sources. Commissioners Doscotch, Weaver, Haas and Pfuhl; lead is Commissioner Doscotch. Initiative #5 – Comparable Community Parks/Recreational Opportunities. Commissioners Pfuhl, Weaver and Student Commissioner DeFor; lead is Commissioner Pfuhl. Initiative #6 – Parks & Recreation Presentations. Commissioners Weaver, Welch and Haas; lead is Commissioner Weaver. C. Annual Election of Officers Staff Liaison Vetter introduced the nomination process for officer election. The floor was opened for Chair and then Vice-Chair of the Parks & Recreation Commission. Motion made by Good to nominate Commissioner Doscotch as Chair of the Parks & Recreation Commission seconded by Haas. Roll call vote. Motion carried. Motion made by Doscotch to nominate Commissioner Haas as Vice-Chair of the Parks & Recreation Commission seconded by Haas. Motion made by Ites to nominate Commissioner Pfuhl as Vice-Chair of the Parks & Recreation Commission seconded by Good. Called to vote: Commissioner Haas – Commissioners Doscotch, Haas, Spanhake and Weaver Commissioner Pfuhl – Commissioners Good, Pfuhl, Ites and Welch Vote was tied and motions failed, Staff Liaison Vetter opened nominations again for Vice-Chair of the Parks & Recreation Commission. Motion made by Doscotch to nominate Commissioner Haas as Vice-Chair of the Parks & Recreation Commission seconded by Haas. Draft Minutes☐ Approved Minutes☒ Approved Date: 3/14/2023 Commissioner Haas indicated to the Commission the experience he has with running meetings in public settings. Motion made by Ites to nominate Commissioner Pfuhl as Vice-Chair of the Parks & Recreation Commission seconded by Good. Commissioner Pfuhl indicated that she would be honored to serve as Vice-Chair. She also stated her experience in leadership positions. Called to vote: Commissioner Haas – Commissioners Doscotch, Haas, Spanhake and Weaver Commissioner Pfuhl – Commissioners Good, Pfuhl, Ites and Welch Vote was tied and motions failed, Staff Liaison Vetter opened nominations again for Vice-Chair of the Parks & Recreation Commission. Commissioner Haas suggested they hold another round of elections Motion made by Haas to nominate Commissioner Pfuhl as Vice-Chair of the Parks & Recreation Commission seconded by Doscotch. Motion carried. VII. Chair and Member Comments A. Recognize Park & Recreation Commissioners Years of Service Chair Ites recognized Commissioner Good on all his accomplishments and involvement on the Commission since 2015 and thanked him for his service. The Commission also recognized Commissioner Strother who was unable to attend. VIII. Staff Comments A. Informational Items Staff Liaison Vetter gave the following updates: The 2023 operating budget and capital improvement program have been finalized, increasing the capital funding of park systems. Need to spread news about summer hiring. B. Upcoming Meetings and Events Staff Liaison Vetter informed the Commission that at their next meeting on March 14 they will be given an update on the Senior Center and Forestry Program. IX. Adjournment Motion made by Good to adjourn the Feb. 14, 2023 meeting at 8:15 p.m. Motion seconded by Spanhake. Meeting adjourned. Date: March 21, 2023 Agenda Item #: X.A. To:Mayor and City Council Item Type: From: Item Activity: Subject:Prep Memo Mar. 21, 2023 CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: INTRODUCTION: ATTACHMENTS: Description Prep Memo for Mar. 21, 2023 From: Scott H. Neal Sent: Tuesday, March 21, 2023 1:12 PM To: jhovland@hovlandrasmus.com; James Pierce <JPierce@EdinaMN.gov>; Carolyn Jackson <CJackson@EdinaMN.gov>; Kate Agnew <kagnew@EdinaMN.gov>; Julie Risser <jrisser@EdinaMN.gov> Cc: Lisa Schaefer <LSchaefer@EdinaMN.gov> Subject: Prep Memo for the March 21, 2023 City Council Meeting and Work Session Good Afternoon Everyone – NOTE: The City received late notice yesterday that our capital bonding request for $10 million for our Community Health & Safety Center project will be considered by the Senate Tax Committee today sometime between 3pm and 6pm at the Senate Office Building in St. Paul. Fire Chief Slama and I have been asked to testify. We will be there. It’s difficult to tell when we will testify. We will get back to Edina as quickly as possible. WORK SESSION Tonight’s Work Session is dedicated to sustainability, conservation and climate-related subject matter. Lisa Schaefer will manage the session. Grace Hancock will represent the staff as our subject matter expert. COUNCIL MEETING There is a request to remove item C from the Consent Agenda. This item is a technical change to the City’s utility rate structure to correct the water rates for multifamily residential customers. Finance Director Alisha McAndrews will join us remotely tonight to present the item and respond to Council questions. Council Members have received a message from Ralph Zickert expressing concerns about the City’s new water rate structure. Staff will be prepared to discuss the financial and philosophical assumptions of our utility rate study and the new rate structure. We will not be able to answer Ralph’s questions directly. Staff are prepared for the public hearing on the conditional use permit for U.S. Internet and for the sketch plan on the Community Health and Safety Center Jennifer Garske will be substituting for Sharon Allison tonight. Lauren Siebenaler will be substituting for Jennifer Bennerotte tonight. That’s all I have for tonight’s meeting. Scott Scott H. Neal, City Manager 952-826-0401 | Fax 952-826-0390 sneal@EdinaMN.gov | EdinaMN.gov Follow me on Twitter.