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2019-09-04 City Council Regular Meeting Packet
Agenda City Council Meeting City of Edina, Minnesota Edina City Hall Council Chambers Wednesday, September 4, 2019 7:00 PM I.Call To Order II.Pledge of Allegiance III.Roll Call IV.Approval Of Meeting Agenda V.Community Comment During "Community Comment," the City Council will invite residents to share new issues or concerns that haven't been considered in the past 30 days by the Council or which aren't slated for future consideration. 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. Generally speaking, items that are elsewhere on tonight's agenda may not be addressed during Community Comment. Individuals should not expect the Mayor or Council to respond to their comments tonight. Instead the Council might refer the matter to sta* for consideration at a future meeting. A.City Manager's Response to Community Comment VI.Adoption Of Consent Agenda All agenda items listed on the consent agenda are considered routine and will be enacted by one motion. There will be no separate discussion of such items unless requested to be removed from the Consent Agenda by a Member of the City Council. In such cases the item will be removed from the Consent Agenda and considered immediately following the adoption of the Consent Agenda. (Favorable rollcall vote of majority of Council Members present to approve.) A.Approve Minutes: Work Session and Regular Meeting, August 20, 2019 B.Approve Payment of Claims C.Resolution No. 2019-55: Granting City Council Consent for Housing and Redevelopment Authority Levy D.Request for Purchase: Toro 5910 Mower E.Request for Purchase: Institution Community Work Crew Contract F.Ordinance Number 2019-13: Adding Rental Licensing Fees to Fee Schedule and Waive Second Reading G.Request for Purchase: 800 MHz Radio Replacement H.Request for Purchase: Rytec Garage Doors for Public Works I.Request for Purchase: Police Equipment Replacement J.Resolution No. 2019-65: Authorizing Agreement with Driving While Intoxicated OAcer Grant Program K.Resolution 2019-67: Approving the 2020 Budget and Dues Increase for the I-494 Corridor Commission L.Request for Purchase: Design Services for Water Treatment Plant No. 5 Concept Validation M.Request for Purchase: Change Order No. 1 for York Sanitary Sewer Professional Services N.Request for Purchase: Design Services for Valley View Road Sidewalk Phase 3 O.Approve TraAc Safety Report of July 30, 2019 P.Request for Purchase: Ambulance Patient Movement Equipment Q.Resolution No. 2019-68: Setting Public Hearing Dates for Special Assessment and Delinquent Utilities R.Resolution No. 2019-69: Accepting Donations S.Resolution No. 2019-70: Approving Final Plat at 5841 Oaklawn Avenue T.Resolution No. 2019-69: Accepting Donations VII.Special Recognitions And Presentations A.Update from Hennepin County District Court Chief Judge Ivy Bernhardson B.Proclamation: September 8, 2019 Women's Su*rage RatiHcation Centennial Day VIII.Public Hearings During "Public Hearings," the Mayor will ask for public testimony after City sta* members make their presentations. If you wish to testify on the topic, you are welcome to do so as long as your testimony is relevant to the discussion. To ensure fairness to all speakers and to allow the eAcient conduct of a public hearing, speakers must observe the following guidelines: Individuals must limit their testimony to three minutes. The Mayor may modify times, as deemed necessary. Try not to repeat remarks or points of view made by prior speakers and limit testimony to the matter under consideration. In order to maintain a respectful environment for all those in attendance, 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. 2019-64, Conditional Use Permit for Our Lady of Grace, 5051 Eden Avenue B.CONTINUE PUBLIC HEARING TO SEPTEMBER 17, 2019: Preliminary & Final Plat; Platting an Existing Outlot at Oak Lane IX.Reports/Recommendations: (Favorable vote of majority of Council Members present to approve except where noted) A.Sketch Plan Review for 5835 Vernon Lane X.Correspondence And Petitions A.Correspondence B.Minutes 1.Minutes: Human Rights & Relations Commission, July 16, 2019 2.Minutes: Transportation Commission, July 18, 2019 XI.Aviation Noise Update XII.Mayor And Council Comments A.Photo taken at Pamela Park XIII.Manager's Comments XIV.City Council Upcoming Meetings and Events XV.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 ampliHcation, an interpreter, large-print documents or something else, please call 952-927-8861 72 hours in advance of the meeting. Date: September 4, 2019 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 Comment Information CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: None. INTRODUCTION: City Manager Neal will respond community comment from the previous week's meeting. Date: September 4, 2019 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 Meeting, August 20, 2019 Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve minutes as presented. INTRODUCTION: ATTACHMENTS: Description Draft Minutes: Regular Meeting, August 20, 2019 Draft Minutes: Work Session, August 20, 2019 Page 1 MINUTES OF THE REGULAR MEETING OF THE EDINA CITY COUNCIL HELD AT CITY HALL AUGUST 20, 2019 7:00 P.M. I. CALL TO ORDER Mayor Hovland called the meeting to order at 7:03 p.m. II. PLEDGE OF ALLEGIANCE III. ROLLCALL Answering rollcall were Members Anderson, Brindle, Fischer, Staunton, Hovland. Absent: None. IV. MEETING AGENDA APPROVED AS PRESENTED Member Staunton made a motion, seconded by Member Brindle, to approve the meeting agenda as presented. Ayes: Anderson, Brindle, Fischer, Staunton, Hovland Motion carried. V. COMMUNITY COMMENT Thomas Winninger, 5637 Interlachen Circle, addressed the Council John Barnett, 5633 Interlachen Circle, addressed the Council. Craig Holts and Kay Holts, 5500 Lincoln Drive, MN Brow Lash Studio & Academy, addressed the Council. Janey Westin, 6136 Brookview Avenue, addressed the Council. IV.C. CITY MANAGER’S RESPONSE TO COMMUNITY COMMENTS Manager Neal responded to past Community Comments. VI. CONSENT AGENDA ADOPTED AS PRESENTED Member Brindle made a motion, seconded by Member Staunton, approving the consent agenda as presented: VI.A. Approve minutes of the August 7, 2019, Work Session and Regular Meeting VI.B. Approve payment claims for Check Register Claims Pre-List Dated August 8-15, 2019 totaling $2,382,194.55, Electronic Payment Register Dated August 8-15, 2019 totaling $177,243.53, and Credit Card Transactions Dated May 27-June 25, 2019, totaling $60,954.99 VI.C. Approve Request for Purchase, awarding the bid to the recommended low bidder, Engineering Services for Environmental Assessment Worksheet for York Avenue Sanitary Sewer Expansion, Short Elliot Hendrickson, Inc., $25,040.00 VI.D. Approve Request for Purchase, awarding the bid to the recommended low bidder, Contract ENG 10-21 W. 70th Street Retaining Wall and Trail Improvements, JTS Construction, $393,865.00 VI.E. Approve Request for Purchase, awarding the bid to the recommended low bidder, 2020 Western Star Tandem Truck with Anti-Icing Equipment and Plow, Boyer Truck and TBEI Equipment, $246,011.41 VI.F. Adopt Resolution No. 2019-60: Amending the 2019 Budget to Transfer 2018 General Fund Unassigned Fund Balance Minutes/Edina City Council/August 20, 2019 Page 2 VI.G. Approve Request for Purchase, awarding the bid to the recommended low bidder, Braemar Golf Dome Technology Upgrade, TopGolf USA, Inc., $43,430.64 lease payment per year VI.H. Adopt Resolution No. 2019-61; Approving Braemar Golf Dome Fee Change VI.I. Adopt Resolution No. 2019-62; Accepting Donations VI.J. Adopt Resolution No. 2019-63; Adopting Support for Climate Inheritance Rollcall: Anderson, Brindle, Fischer, Staunton, Hovland Motion carried. VII. SPECIAL RECOGNITIONS AND PRESENTATIONS VII.A. 4TH OF JULY PARADE THANKS – PROCLAIMED The Council shared a proclamation and thanked all who helped organize and participated in the 2019 4th of July Parade in Edina. Member Brindle made a motion, seconded by Member Fischer, approving the Proclamation recognizing the 2019 Edina 4th of July Parade Team. Ayes: Anderson, Brindle, Fischer, Staunton, Hovland Motion carried. Tom Gump, Co-Chair of the 2019 4th of July Parade Team, thanked everyone involved for their work on the parade and shared what a great place Edina was to live. VIII. PUBLIC HEARINGS HELD – Affidavits of Notice presented and ordered placed on file. VIII.A. RESOLUTION NO. 2019-58: APPROVING PUBLIC DRAINAGE AND UTILITY EASEMENT VACATION AT MARKET STREET – ADOPTED City Engineer Millner shared the City of Edina Housing and Redevelopment Authority had applied for an easement vacation at Market Street related to construction and sale of the retail portions of the North Ramp as the existing easement for storm sewer was no longer needed and if vacated would result in a clean title. Mayor Hovland opened the public hearing at 7:41 p.m. Public Testimony Roberta Castellano, 4854 France Avenue South, addressed the Council. Member Staunton made a motion, seconded by Member Brindle, to close the public hearing. Ayes: Anderson, Brindle, Fischer, Staunton, Hovland Motion carried. The Council answered questions raised during public testimony and asked staff to clarify there would be no extension of the storm sewer line and no consideration of Halifax being extended to 49th Street. Mr. Millner outlined where the east/west property line ended and explained how the storm sewer structure was only needed for drainage purposes and no longer needed. Member Fischer introduced and moved adoption of Resolution No. 2019-58 approving vacating right-of-way easement for Market Street. Member Anderson seconded the motion. Rollcall: Ayes: Anderson, Brindle, Fischer, Staunton, Hovland Motion carried. VIII.B. RESOLUTION NO. 2019-59: APPROVING PUBLIC DRAINAGE AND UTILITY EASEMENT VACATION AT 4950 AND 4970 MALIBU DRIVE – ADOPTED Mr. Millner stated Lindsay and Joseph Sokolowski had applied for an easement vacation at 4950 and 4970 Malibu Drive. The Sokolowski's plans to build a new house over the property line where the easement was located after a fire destroyed the home. Since the property owners owned both lots, no encroachment agreement was needed, and staff had no concerns with the vacation. Minutes/Edina City Council/August 20, 2019 Page 3 Mayor Hovland opened the public hearing at 7:45 p.m. Public Testimony No one appeared. Member Fischer made a motion, seconded by Member Brindle, to close the public hearing. Ayes: Anderson, Brindle, Fischer, Staunton, Hovland Motion carried. Member Brindle introduced and moved adoption of Resolution No. 2019-59 approving vacating right-of-way easement for 4950 and 4970 Malibu Drive. Member Fischer seconded the motion. Rollcall: Ayes: Anderson, Brindle, Fischer, Staunton, Hovland Motion carried. IX. CORRESPONDENCE AND PETITIONS IX.A. PETITION: RESTORATION OF HIGHLAND PARK PROPERTY – Received Member Fischer made a motion, seconded by Member Brindle, to receive petition for the restoration of Highland Park property and refer to Engineering staff for review and action. Ayes: Anderson, Brindle, Fischer, Staunton, Hovland Motion carried. IX.B. CORRESPONDENCE – Received Mayor Hovland acknowledged the Council’s receipt of various correspondence. IX.C. MINUTES – Received 1. PARKS & RECREATION COMMISSION, JULY 9, 2019 2. ENERGY AND ENVIRONMENT COMMISSION, JULY 11, 2019 Informational; no action required. X. AVIATION NOISE UPDATE – Received XI. MAYOR AND COUNCIL COMMENTS – Received XII. MANAGER’S COMMENTS – Received XII.A. QUARTERLY BUSINESS REPORT – Q2 2019 – Received XIII. CITY COUNCIL UPCOMING MEETINGS AND EVENTS – Received XIV. ADJOURNMENT There being no further business on the Council Agenda, Mayor Hovland declared the meeting adjourned at 8:10 p.m. Respectfully submitted, Sharon Allison, City Clerk Minutes approved by Edina City Council, September 4, 2019. James B. Hovland, Mayor Video Copy of the August 20, 2019, meeting available. MINUTES OF THE WORK SESSION OF THE EDINA CITY COUNCIL TUESDAY, AUGUST 20, 2019 5:30 P.M. Mayor Hovland called the meeting to order at 5:33 p.m. ROLLCALL Answering roll call were Members Brindle, Anderson, Fischer, Staunton and Mayor Hovland. Staff in Attendance: Scott Neal, City Manager; Lisa Schaefer, Assistant City Manager; Tom Schmitz, Fire Chief; David Nelson, Police Chief; Chad Millner, Engineering Director; Kyle Sawyer, Assistant Finance Director, Don Uram, Finance Director; Andrea Rich, Financial Analyst; Jennifer Bennerotte, Communications & Technology Director; Tara Brown, Sustainability Manager; Bill Neuendorf, Economic Development Manager; David Yanagisawa, I.T. Specialist; and Sharon Allison, City Clerk. Consultants: Michael Clark and Mark Windschitl, Five Bugles Design. FIRE STATION STUDY Scott Neal, City Manager, explained that several years ago, staff began discussing community growth and speed of service. The Novak Study was done that linked fire and police performance and their ability to serve. This was followed by today’s study, Station Location and Space Needs, to understand the impact of traffic and community growth on response and call times. Fire Chief Schmitz said staff wanted to bring the study to Council’s attention because of developments that are planned for the southeast and northeast quadrants of the city that will present more challenges for the department. Fire Chief Schmitz introduced consultants Michael Clark, Senior Project Architect, and Mark Windschitl, Emergency Service Specialist, from Five Bugles Design. Mr. Clark presented the following study objectives: • Analysis & Recommendations of performance standards and benchmarks for current and future response. • Assessment of how traffic patterns affects Fire & Advanced Life Support (ALS) response. • Analysis of the impact from large buildings and commercial/retail development on services. • Review of the effectiveness of current facilities to meet future demands. Some key findings in the study were: the road networks were adequate for emergency vehicles to get through, response time is 8 minutes with a desire to improve to 6 minutes, no available data for response time from curb to scene in large buildings, fifty-percent of Station 2 response area was in Richfield which was a loss for the department and there was more activity than the station was built to handle. Some challenges were increasing density and larger buildings that were already constructed and others being proposed. Specific recommendations were to continue programming at Station Nos. 1 & 2 and purchase 2-4 acres of land to build a station in the southeast and northeast quadrants. City Council asked questions of Mr. Clark and Mr. Windschitl. 2020-2021 BUDGET DRAFT Staff responded to questions and concerns that Council had after the Aug. 7 budget work session including definition of general finance terms, how tax rate was calculated, total debt outstanding, how total debt affects the City’s credit rating, the biennial budget process, facilities management options, and public safety. A revised Budget Work Plan was handed out that eliminated a proposal to create separate building maintenance and replacement from CIP Levy within construction fund. City Council asked questions of staff including what could be done to reduce the debt levy. Finance Director Uram said a local option sales tax may help. Staff was also asked about Edina’s debt compared to other cities Edina City Council Work Session/August 20, 2019 and Manager Neal said other cities may have a higher levy and are saving cash, while Edina has always had a lower levy. ADJOURNMENT Mayor Hovland adjourned the meeting at 6:57 p.m. Respectfully submitted, ____________________________________________ Sharon Allison, City Clerk Minutes approved by the Edina City Council, September 4, 2019. ___________________________________________ James Hovland, Mayor Date: September 4, 2019 Agenda Item #: VI.B. To:Mayor and City Council Item Type: Claims From:Don Uram, 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 08.22.19-08.29.19 TOTAL $2,862,355.68 Electronic Payment Register Dated 08.22.19-08.29.19 TOTAL $143,501.81 Credit Card Transactions 06.26.2019-07.25.2019 TOTAL $49,601.15 INTRODUCTION: Claim information for approval is attached. ATTACHMENTS: Description Check Register Claims Pre-List Dated 08.22.19-08.29.19 TOTAL $2,862,355.68 Electronic Payment Register Dated 08.22.19-08.29.19 TOTAL $143,501.81 Credit Card Transactions 06.26.2019-07.25.2019 TOTAL $49,601.15 8/29/2019CITY OF EDINA 14:41:14R55CKS2LOGIS100 1Page -Council Check SummaryNote: Payment amount may not reflect the actual amount due to data sequencing and/or data selection. 8/29/20198/22/2019 - Company Amount 335,601.6301000GENERAL FUND 8,504.3102300POLICE SPECIAL REVENUE 78,580.8202500PEDESTRIAN AND CYCLIST SAFETY 281,756.9004000WORKING CAPITAL FUND 469,793.8904100PIR CONSTRUCTION FUND 757,289.2304200EQUIPMENT REPLACEMENT FUND 8,555.4905100ART CENTER FUND 3,750.0005200GOLF DOME FUND 6,240.7005300AQUATIC CENTER FUND 58,181.8105400GOLF COURSE FUND 15,604.0005500ICE ARENA FUND 3,296.3905700EDINBOROUGH PARK FUND 4,618.5105750CENTENNIAL LAKES PARK FUND 214,687.1005800LIQUOR FUND 317,778.0905900UTILITY FUND 235,354.1805930STORM SEWER FUND 40,461.4805950RECYCLING FUND 868.6707400PSTF AGENCY FUND 52.2807500MN TASK FORCE 1 FUND 3,879.0009210HRA ADMINISTRATION 11,843.0709232CENTENNIAL TIF DISTRICT 2,380.6309235VALLEY VIEW/WOODDALE TIF DIST 3,277.5009238SOUTHDALE 2 DISTRICT Report Totals 2,862,355.68 8/29/2019CITY OF EDINA 14:41:05R55CKR2LOGIS101 1Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/29/20198/22/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 438515 8/22/2019 145746 88 TACTICAL 425.00 88 TACTICAL COURSE 499483 081919 1400.6104 CONFERENCES & SCHOOLS POLICE DEPT. GENERAL 425.00 438516 8/22/2019 140086 ABLE SEEDHOUSE AND BREWERY 170.00 499132 10415 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 168.00 499363 E-10414 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 338.00 438517 8/22/2019 139245 ACTIVE SOLUTIONS 3,095.40 PROS, TT, & FRIDAY FUN DAYS 499349 20190818 1624.6103 PROFESSIONAL SERVICES PLAYGROUND & THEATER 3,095.40 438518 8/22/2019 135922 ACUSHNET COMPANY 123.19 MERCHANDISE 499166 907843732 5400.1356 INVENTORY SUPPLIES GOLF BALANCE SHEET 69.02 MERCHANDISE 499167 907915542 5400.1356 INVENTORY SUPPLIES GOLF BALANCE SHEET 81.68 MERCHANDISE 499535 907931849 5400.1356 INVENTORY SUPPLIES GOLF BALANCE SHEET 273.89 438519 8/22/2019 145731 ALTA HEATING AND PLUMBING 38.60 80% PERMIT FEE REFUND 499168 ED171720 1495.4115 MECHANICAL PERMITS INSPECTIONS 38.60 438520 8/22/2019 141768 ALTEC INDUSTRIES INC. 4.82 IRRIGATION PARTS 499169 11219792 1642.6406 GENERAL SUPPLIES FIELD MAINTENANCE 4.82 438521 8/22/2019 141960 AMAZON CAPITAL SERVICES 33.00 TOWELS 499180 13L6-7YJX-33JL 5520.6406 GENERAL SUPPLIES ARENA CONCESSIONS 136.32 VACUUM PART 499170 1DCG-XJF4-9D4W 1552.6406 GENERAL SUPPLIES CENT SVC PW BUILDING 149.97 UMBRELLAS 499177 1DCG-XJF4-JMHH 1552.6406 GENERAL SUPPLIES CENT SVC PW BUILDING 27.99 BACK-UP ALARM 499178 1GP9-QYYH-6RPW 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 130.77 PROPS FOR EV CHARGING PSA 499172 1GP9-QYYH-FQ7L 1130.6410 VIDEO PRODUCTION SUPPLIES COMMUNICATIONS 117.99 DC POWER SUPPLY 499171 1GP9-QYYH-N49J 1551.6406 GENERAL SUPPLIES CITY HALL GENERAL 113.94 FIRE INSP IPAD SUPPLIES 499174 1K6M-CYMH-PW9X 1470.6406 GENERAL SUPPLIES FIRE DEPT. GENERAL 21.49 499500 1P49-C4PQ-1KHY 5842.6406 GENERAL SUPPLIES YORK SELLING 62.00 PROPS FOR EV CHARGING PSA 499173 1P49-C4PQ-VTF6 1130.6410 VIDEO PRODUCTION SUPPLIES COMMUNICATIONS 52.28 499176 1Q6P-MTJN-YPM1 7510.6406 GENERAL SUPPLIES MN TF 1 ADMINISTRATION 19.44 HEX KEYS 499175 1VYQ-PQMT-YLCH 5761.6406 GENERAL SUPPLIES CENTENNIAL LAKES OPERATING 17.99 MOUSE FOR DNELSON 499179 1YCG-6HK9-F7P3 1400.6406 GENERAL SUPPLIES POLICE DEPT. GENERAL 883.18 8/29/2019CITY OF EDINA 14:41:05R55CKR2LOGIS101 2Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/29/20198/22/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 438521 8/22/2019 141960 AMAZON CAPITAL SERVICES Continued... 438522 8/22/2019 141691 ANDERSON, WENDY S. 1,170.00 YOGA INSTRUCTORPAYMENT 499519 008 1628.6103 PROFESSIONAL SERVICES SENIOR CITIZENS 1,170.00 438523 8/22/2019 132031 ARTISAN BEER COMPANY 277.60 499135 3364813 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 681.20 499366 3365913 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 1,767.10 499544 3365914 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 966.80 499367 3365915 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 3,692.70 438524 8/22/2019 119465 ASSOCIATION OF MINNESOTA COUNTIES 150.00 499181 53766 1556.6121 ADVERTISING PERSONNEL EMPLOYEE SHARED SERVICES 150.00 438525 8/22/2019 101718 AUTO PLUS - FORMERLY PARTS PLUS 15.86 FILTERS 499182 038002453 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 82.76 WIPER MOTOR 499183 038003109 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 98.62 438526 8/22/2019 145374 BENJAMIN MICHAEL KNIGHT LENZMEIER 80.00 CLP FARMERS MARKET 8/8/2019 499473 CLP FARMERS MARKET 5760.6136 PROFESSIONAL SVC - OTHER CENTENNIAL LAKES ADMIN EXPENSE 80.00 438527 8/22/2019 131191 BERNATELLO'S PIZZA INC. 234.00 CONCESSIONS FOOD 499492 4835919 5520.5510 COST OF GOODS SOLD ARENA CONCESSIONS 234.00 438528 8/22/2019 125139 BERNICK'S 382.09 499371 524127 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 40.00 499138 524128 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 1,676.35 499139 524129 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 52.80 499136 524130 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 853.40 499137 524131 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 3,004.64 438529 8/22/2019 126847 BERRY COFFEE COMPANY 575.58 CONCESSIONS FOOD 499485 0681952 5520.5510 COST OF GOODS SOLD ARENA CONCESSIONS 8/29/2019CITY OF EDINA 14:41:05R55CKR2LOGIS101 3Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/29/20198/22/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 438529 8/22/2019 126847 BERRY COFFEE COMPANY Continued... 575.58 CONCESSIONS FOOD 499185 681952 5520.5510 COST OF GOODS SOLD ARENA CONCESSIONS 1,151.16 438530 8/22/2019 145726 BILANI, ANDI 244.62 WEATHER CANCELLATION 499186 81219 1600.4722.02 ATHLETIC FIELDS RENTAL PARK ADMIN. GENERAL 244.62 438531 8/22/2019 100653 BITUMINOUS ROADWAYS INC. 12,942.90 UTLEY PARKING LOT 499187 12965 1647.6103 PROFESSIONAL SERVICES PATHS & HARD SURFACE 12,942.90 438532 8/22/2019 142153 BLACK STACK BREWING INC. 144.00 499554 4988 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 144.00 499551 4989 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 333.00 499372 4990 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 189.00 499553 5013 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 315.00 499552 5014 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 1,125.00 438533 8/22/2019 101010 BORDER STATES ELECTRIC SUPPLY 72.56 MECH RTU 499524 918318505 1552.6406 GENERAL SUPPLIES CENT SVC PW BUILDING 72.56 438534 8/22/2019 119351 BOURGET IMPORTS 15.75 499329 163035 5862.5513 COST OF GOODS SOLD WINE VERNON SELLING 845.20 499329 163035 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 7.00 499373 163450 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 512.00 499373 163450 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 8.75 499140 163480 5862.5513 COST OF GOODS SOLD WINE VERNON SELLING 511.94 499140 163480 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 10.50 499141 163538 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 525.29 499141 163538 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 2,436.43 438535 8/22/2019 145618 BRAUN, MICHAEL 80.35 HOMETOWN HERO PHOTO 499190 3092 1554.6124 WEB DEVELOPMENT CENT SERV GEN - MIS 80.35 438536 8/22/2019 124291 BREAKTHRU BEVERAGE MINNESOTA 21.85 499378 1081014012 5862.5513 COST OF GOODS SOLD WINE VERNON SELLING 8/29/2019CITY OF EDINA 14:41:05R55CKR2LOGIS101 4Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/29/20198/22/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 438536 8/22/2019 124291 BREAKTHRU BEVERAGE MINNESOTA Continued... 1,618.27 499378 1081014012 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 2.30 499379 1081014013 5862.5515 COST OF GOODS SOLD MIX VERNON SELLING 144.00 499379 1081014013 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 34.50 499377 1081014074 5862.5512 COST OF GOODS SOLD LIQUOR VERNON SELLING 4,353.90 499377 1081014074 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 1.15 499376 1081014075 5862.5515 COST OF GOODS SOLD MIX VERNON SELLING 22.00 499376 1081014075 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 4.60 499375 1081014076 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 442.30 499375 1081014076 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 3.55 499374 1081014077 5822.5512 COST OF GOODS SOLD LIQUOR 50TH ST SELLING 456.60 499374 1081014077 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 3.45 499555 1081014078 5842.5512 COST OF GOODS SOLD LIQUOR YORK SELLING 472.64 499555 1081014078 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 19.84 499557 1081014079 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 1,197.34 499557 1081014079 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 2.40 499556 1081014080 5842.5512 COST OF GOODS SOLD LIQUOR YORK SELLING 150.68 499556 1081014080 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 94.14-499558 2080228454 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 8,857.23 438537 8/22/2019 124529 BREAKTHRU BEVERAGE MINNESOTA BEER LLC 4,412.45 499142 1091041201 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 2,606.60 499380 1091041202 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 7,019.05 438538 8/22/2019 102149 CALLAWAY GOLF 153.90 MERCHANDISE 499192 930725102 5400.1356 INVENTORY SUPPLIES GOLF BALANCE SHEET 153.90 438539 8/22/2019 143136 CANTEEN REFRESHMENT SERVICES 182.24 CARIBOU COFFEE 499505 141780000069274 5730.5510 COST OF GOODS SOLD EDINBOROUGH CONCESSIONS 182.24 438540 8/22/2019 129186 CANVAS CRAFT INC. 2,194.00 VELOCITY AWNING REPAIR 499193 60391 5521.6180 CONTRACTED REPAIRS ARENA ICE MAINT 2,194.00 438541 8/22/2019 119455 CAPITOL BEVERAGE SALES 814.00 499144 3448602 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 910.50 499381 3448603 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 8/29/2019CITY OF EDINA 14:41:05R55CKR2LOGIS101 5Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/29/20198/22/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 438541 8/22/2019 119455 CAPITOL BEVERAGE SALES Continued... 51.30 499143 3448605 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 5,966.25 499559 3448633 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 74.60 499561 3448634 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 2,167.20-499560 625-0440 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 5,649.45 438542 8/22/2019 129923 CAWLEY COMPANY, THE 212.90 NAMETAGS 499194 V650979 5410.6406 GENERAL SUPPLIES GOLF ADMINISTRATION 212.90 438543 8/22/2019 101515 CEMSTONE PRODUCTS CO. 1,265.00 REDIE MIX CONCRETE 499195 C2072653 5932.6520 CONCRETE GENERAL STORM SEWER 1,400.00 REDIE MIX CONCRETE 499196 C2073384 5932.6520 CONCRETE GENERAL STORM SEWER 980.00 REDIE MIX CONCRETE 499486 C2075417 5932.6520 CONCRETE GENERAL STORM SEWER 3,645.00 438544 8/22/2019 142028 CINTAS CORPORATION 72.56 TOWELS 499198 4027675153 5421.6201 LAUNDRY GRILL 13.44 UNIFORM; TOWELS 499197 4027752352 5422.6201 LAUNDRY MAINT OF COURSE & GROUNDS 15.26 UNIFORM RENTAL 499203 4027849549 1646.6201 LAUNDRY BUILDING MAINTENANCE 44.79 LAUNDRY 499200 4027849569 1552.6511 CLEANING SUPPLIES CENT SVC PW BUILDING 34.70 UNIFORM RENTAL 499202 4027849662 5913.6201 LAUNDRY DISTRIBUTION 57.10 UNIFORM RENTAL 499199 4027849673 1301.6201 LAUNDRY GENERAL MAINTENANCE 46.32 UNIFORM RENTAL 499201 4027849723 1553.6201 LAUNDRY EQUIPMENT OPERATION GEN 284.17 438545 8/22/2019 145078 CLICGEAR USA 10.99 SAND BOTTLE TOPS 499204 1057657-01 5422.6530 REPAIR PARTS MAINT OF COURSE & GROUNDS 10.99 438546 8/22/2019 103141 CMI INC. 144.98 MOUTH PIECES PBT/INTOXILIZERS 499321 8026242 2340.6406 GENERAL SUPPLIES DWI FORFEITURE 144.98 438547 8/22/2019 144092 CONCENTRA 165.50 499205 103022234 1556.6175 PHYSICAL EXAMINATIONS EMPLOYEE SHARED SERVICES 165.50 438548 8/22/2019 104928 CONCRETE CUTTING & CORING INC. 140.00 CONCRETE CUTTING SUPPLIES 499510 11103 5913.6406 GENERAL SUPPLIES DISTRIBUTION 8/29/2019CITY OF EDINA 14:41:05R55CKR2LOGIS101 6Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/29/20198/22/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 438548 8/22/2019 104928 CONCRETE CUTTING & CORING INC.Continued... 12.81-SAW BLADE 482957 12/27/18CM 1470.6406 GENERAL SUPPLIES FIRE DEPT. GENERAL 127.19 438549 8/22/2019 145729 CONNER, ESTHER 14.00 DAMAGE DEPOSIT REFUND 499206 081319 1000.2039 SALES & USE TAX PAYABLE GENERAL FUND BALANCE SHEET 186.00 DAMAGE DEPOSIT REFUND 499206 081319 1000.2065 DEPOSITS PAYABLE GENERAL FUND BALANCE SHEET 200.00 438550 8/22/2019 100695 CONTINENTAL CLAY CO. 718.59 499322 INV000137398 5110.6564 CRAFT SUPPLIES ART CENTER ADMINISTRATION 718.59 438551 8/22/2019 100012 CORE & MAIN 51.76 5917 GROVE CB ISSUE 499208 K989910 5932.6406 GENERAL SUPPLIES GENERAL STORM SEWER 75.36 BOX 499207 L016202 5913.6406 GENERAL SUPPLIES DISTRIBUTION 127.12 438552 8/22/2019 140999 CORE-MARK MIDCONTINENT INC. 522.09 CONCESSIONS FOOD 499494 7244183 5520.5510 COST OF GOODS SOLD ARENA CONCESSIONS 522.09 438553 8/22/2019 141866 CORNELL, THOMAS 237.80 TOM CORNELL MILEAGE 499352 081419 1130.6107 MILEAGE OR ALLOWANCE COMMUNICATIONS 237.80 438554 8/22/2019 100699 CULLIGAN BOTTLED WATER 82.27 WATER 499209 114X71954602 5422.6406 GENERAL SUPPLIES MAINT OF COURSE & GROUNDS 82.27 438555 8/22/2019 143018 DAJ ENTERPRISES LLC 1,773.09 LIQUID FERT FOR GREENS PROGRAM 499210 5321 5422.6540 FERTILIZER MAINT OF COURSE & GROUNDS 1,773.09 438556 8/22/2019 100571 DIAMOND VOGEL PAINTS 434.40 YELLOW ROAD PAINT 499211 802189587 1335.6532 PAINT PAVEMENT MARKINGS 434.40 438557 8/22/2019 123995 DICK'S/LAKEVILLE SANITATION INC. 1,819.14 499212 DT0002739442 4095.6103 PROFESSIONAL SERVICES 50TH STREET RUBBISH 1,819.14 8/29/2019CITY OF EDINA 14:41:05R55CKR2LOGIS101 7Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/29/20198/22/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 438557 8/22/2019 123995 DICK'S/LAKEVILLE SANITATION INC.Continued... 438558 8/22/2019 145560 DISCOUNTCELL, INC 66.11 PHONE PROTECTORS, POWER CABLE 499213 OE-1000401389 1553.6406 GENERAL SUPPLIES EQUIPMENT OPERATION GEN 66.11 438559 8/22/2019 145734 DODGE, JULIE 2,914.46 5641 WOODCREST DR 499484 181903 04430.1705 CONSTR. IN PROGRESS MS4 Maintenance Repairs 2,914.46 438560 8/22/2019 124438 DONNAY HOMES 9,887.55 ESCROW REFUND NEW HOME 499214 ED160593 1495.4109 CONSTRUCTION DEPOSIT INSPECTIONS 9,887.55 438561 8/22/2019 100730 DORSEY & WHITNEY LLP 10,169.00 ERP CONTRACT LEGAL 499215 3516933 4627.6103 PROFESSIONAL SERVICES ERP System 10,169.00 438562 8/22/2019 145727 DOWN SYNDROME ASSOCIATION OF MN 7.00 DAMAGE DEPOSIT REFUND 499216 081219 1000.2039 SALES & USE TAX PAYABLE GENERAL FUND BALANCE SHEET 93.00 DAMAGE DEPOSIT REFUND 499216 081219 1000.2065 DEPOSITS PAYABLE GENERAL FUND BALANCE SHEET 100.00 438563 8/22/2019 103594 EDINALARM INC. 192.00 VV ALARM SERVICE 499218 44294 1646.6188 TELEPHONE BUILDING MAINTENANCE 192.00 438564 8/22/2019 100049 EHLERS & ASSOCIATES INC. 3,800.00 CONTINUING DISCLOSURE - 2019 499219 80936 1160.6103 PROFESSIONAL SERVICES FINANCE 3,800.00 438565 8/22/2019 100146 FACTORY MOTOR PARTS COMPANY 7.16 FUSES 499476 1-6057839 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 79.96 BATTERY 499477 1-6057974 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 156.87 FAN AND MOTOR ASY, CONTROL 499220 69-358598 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 124.43 WIPER TRANSMISSION 499478 69-359405 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 200.90 ROTORS, PADS 499221 69-359416 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 97.23 BATTERY 499481 69-359448 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 666.55 438566 8/22/2019 126004 FERGUSON WATERWORKS 8/29/2019CITY OF EDINA 14:41:05R55CKR2LOGIS101 8Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/29/20198/22/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 438566 8/22/2019 126004 FERGUSON WATERWORKS Continued... 6,902.14 METER 499222 0340906 5917.6406 GENERAL SUPPLIES METER REPAIR 1,808.58-METER RETURNS 499509 CM031347 5917.6406 GENERAL SUPPLIES METER REPAIR 5,093.56 438567 8/22/2019 141837 FIRST CHOICE COFFEE SERVICES 189.50 COFFEE 499223 439469 1552.6406 GENERAL SUPPLIES CENT SVC PW BUILDING 189.50 438568 8/22/2019 141099 FIRST STUDENT INC 208.80 TRAVELIN' TEENS FIELD TRIP 499224 116096 1624.6103 PROFESSIONAL SERVICES PLAYGROUND & THEATER 190.20 TRAVELIN' TEENS FEILD TRIP 499225 116104 1624.6103 PROFESSIONAL SERVICES PLAYGROUND & THEATER 180.00 TRAVELIN' TEENS FEILD TRIP 499226 116108 1624.6103 PROFESSIONAL SERVICES PLAYGROUND & THEATER 180.00 TRAVELIN' TEENS FIELD TRIP 499227 116334 1624.6103 PROFESSIONAL SERVICES PLAYGROUND & THEATER 759.00 438569 8/22/2019 142024 FSSOLUTIONS 51.25 499228 FL00316044 1556.6175 PHYSICAL EXAMINATIONS EMPLOYEE SHARED SERVICES 51.25 438570 8/22/2019 102693 GALLERY 3916 234.03 499464 121970-11175000 7 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 234.03 438571 8/22/2019 145744 GOFF, ADAM 150.00 RENTAL REFUND FOR 6/20/2020 499533 96593 5751.4555 CENTENNIAL LAKES PARK CENTENNIAL LAKES REVENUE 150.00 438572 8/22/2019 101103 GRAINGER 103.56 AIR FILTERS AND CLEANERS 499232 9256830531 5422.6530 REPAIR PARTS MAINT OF COURSE & GROUNDS 34.95 COMPRESSOR OIL 499233 9259474444 5422.6581 GASOLINE MAINT OF COURSE & GROUNDS 114.08 MOTOR, BELT 499234 9259770817 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 20.21 MOIUNTING BRACKETS WORK TRUCK 499231 9259947803 5921.6406 GENERAL SUPPLIES SANITARY LIFT STATION MAINT 407.62 GREEN HOUSE DEHUMIDIFIER 499235 9261342829 1643.6406 GENERAL SUPPLIES Greenhouse and horticulture 61.15 FLOAT DRAIN 499479 9262753784 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 741.57 438573 8/22/2019 145728 GUZIK, SHEILA 22.00 REFUND FOR LOG ROLLING 8/10/19 499236 938018 5301.4602 LESSONS AQUATIC CENTER REVENUES 22.00 8/29/2019CITY OF EDINA 14:41:05R55CKR2LOGIS101 9Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/29/20198/22/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 438573 8/22/2019 145728 GUZIK, SHEILA Continued... 438574 8/22/2019 129108 HAAG COMPANIES INC. 198.30 SOD 499242 2-233282 1643.6543 SOD & BLACK DIRT Greenhouse and horticulture 60.00 SOD 499237 2-233309 1643.6543 SOD & BLACK DIRT Greenhouse and horticulture 138.00 SOD 499241 2-233511 1643.6543 SOD & BLACK DIRT Greenhouse and horticulture 34.80 SOD 499240 2-233543 1643.6543 SOD & BLACK DIRT Greenhouse and horticulture 120.00 SOD 499238 2-233569 1643.6543 SOD & BLACK DIRT Greenhouse and horticulture 108.00 SOD 499239 2-233772 1643.6543 SOD & BLACK DIRT Greenhouse and horticulture 659.10 438575 8/22/2019 145745 HAID, JOSEPH 474.00 EAC FOSS GALLERY CLAIMS 2019 499474 8.16.19 5101.4413 ART WORK SOLD ART CENTER REVENUES 474.00 438576 8/22/2019 143443 HAWKINSON, STEPHANIE 73.49 S. HAWKINSON MILEAGE 499347 08192019 1140.6107 MILEAGE OR ALLOWANCE PLANNING 73.49 438577 8/22/2019 115599 HENNEPIN COUNTY ATTORNEY'S OFFICE 1,063.00 20% FOR 19001332 499317 081419 2340.6103 PROFESSIONAL SERVICES DWI FORFEITURE 1,063.00 438578 8/22/2019 102460 HENNEPIN COUNTY TREASURER 3,109.25 JULY ROOM AND BOARD 499243 1000134830 1195.6225 BOARD & ROOM PRISONER LEGAL SERVICES 3,109.25 438579 8/22/2019 115377 HENRICKSEN PSG 685.20 PW CHAIR 499244 673448 1552.6406 GENERAL SUPPLIES CENT SVC PW BUILDING 685.20 438580 8/22/2019 118765 HENRY SCHEIN INC. 220.40 CONCESSIONS FOOD 499245 67997495 5520.5510 COST OF GOODS SOLD ARENA CONCESSIONS 220.40 438581 8/22/2019 144015 HGA 24,601.32 CITY HALL SPACE NEEDS 499326 200551 4630.6710 EQUIPMENT REPLACEMENT CH Security & Eff. - Phase 1 24,601.32 438582 8/22/2019 104375 HOHENSTEINS INC. 55.20 499383 156520 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 8/29/2019CITY OF EDINA 14:41:05R55CKR2LOGIS101 10Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/29/20198/22/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 438582 8/22/2019 104375 HOHENSTEINS INC.Continued... 688.50 499384 156521 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 1,426.00 499146 156523 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 50.40 499145 156524 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 2,450.95 499563 157966 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 25.20 499564 157967 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 4,696.25 438583 8/22/2019 139019 IHEARTMEDIA INC. 2,700.00 499246 4514552017 5410.6122 ADVERTISING OTHER GOLF ADMINISTRATION 333.00 499247 4514552036 5410.6122 ADVERTISING OTHER GOLF ADMINISTRATION 3,033.00 438584 8/22/2019 131544 INDEED BREWING COMPANY 164.40 499385 80953 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 215.87 499147 80954 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 380.27 438585 8/22/2019 123266 INSITUFORM 43,951.01 PAY #1 499531 566864 03516.1705.30 CONTRACTOR PAYMENTS 77th St & Computer Ave 43,951.01 438586 8/22/2019 104572 INVISIBLE FENCE CO. OF MN 143.80 499543 254328 01452.1705.21 CONSULTING INSPECTION Indian Trails B/C 143.80 438587 8/22/2019 143913 JACK PINE BREWERY 158.60 499148 3134 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 158.60 438588 8/22/2019 102136 JERRY'S TRANSMISSION SERVICE 356.26 WINDOW REGULATOR 499248 0033375 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 356.26 438589 8/22/2019 100741 JJ TAYLOR DIST. OF MINN 5,783.41 499152 3011807 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 1,085.16 499386 3011808 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 76.85 499387 3011809 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 76.45 499153 3011810 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 4,523.65 499151 3011811 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 21.50 499150 3011812 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 8/29/2019CITY OF EDINA 14:41:05R55CKR2LOGIS101 11Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/29/20198/22/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 438589 8/22/2019 100741 JJ TAYLOR DIST. OF MINN Continued... 323.25 499149 3011813 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 11,890.27 438590 8/22/2019 100835 JOHNSON BROTHERS LIQUOR CO. 1.19 499388 1355082 5822.5512 COST OF GOODS SOLD LIQUOR 50TH ST SELLING 131.00 499388 1355082 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 10.71 499393 1360517 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 824.17 499393 1360517 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 7.14 499390 1360518 5822.5512 COST OF GOODS SOLD LIQUOR 50TH ST SELLING 786.98 499390 1360518 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 4.76 499394 1360519 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 339.20 499394 1360519 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 6.25 499389 1360520 5822.5512 COST OF GOODS SOLD LIQUOR 50TH ST SELLING 610.00 499389 1360520 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 46.41 499566 1360521 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 2,403.75 499566 1360521 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 4.76 499567 1360522 5842.5512 COST OF GOODS SOLD LIQUOR YORK SELLING 458.00 499567 1360522 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 3,210.05-499399 1360523 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 47.61 499399 1360523 5862.5513 COST OF GOODS SOLD WINE VERNON SELLING 3,210.05 499399 1360523 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 3,210.05 499399 1360523 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 2.38 499392 1360524 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 119.07 499392 1360524 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 13.09 499391 1360525 5822.5512 COST OF GOODS SOLD LIQUOR 50TH ST SELLING 2,303.00 499391 1360525 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 1.19 499572 1360526 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 40.46 499571 1360527 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 2,717.34 499571 1360527 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 8.53 499570 1360528 5842.5512 COST OF GOODS SOLD LIQUOR YORK SELLING 878.49 499570 1360528 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 24.99 499569 1360529 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 2,520.45 499569 1360529 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 8.33 499568 1360530 5842.5512 COST OF GOODS SOLD LIQUOR YORK SELLING 708.82 499568 1360530 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 34.89 499565 1360531 5842.5512 COST OF GOODS SOLD LIQUOR YORK SELLING 4,286.27 499565 1360531 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 29.76 499398 1360535 5862.5513 COST OF GOODS SOLD WINE VERNON SELLING 1,436.32 499398 1360535 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 3.57 499397 1360536 5862.5512 COST OF GOODS SOLD LIQUOR VERNON SELLING 8/29/2019CITY OF EDINA 14:41:05R55CKR2LOGIS101 12Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/29/20198/22/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 438590 8/22/2019 100835 JOHNSON BROTHERS LIQUOR CO.Continued... 428.48 499397 1360536 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 21.42 499396 1360537 5862.5513 COST OF GOODS SOLD WINE VERNON SELLING 1,547.50 499396 1360537 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 8.84 499395 1360539 5862.5512 COST OF GOODS SOLD LIQUOR VERNON SELLING 938.10 499395 1360539 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 26,973.27 438591 8/22/2019 113212 KENDELL DOORS & HARDWARE INC. 154.00 CORES 499250 IN006091 1646.6530 REPAIR PARTS BUILDING MAINTENANCE 154.00 438592 8/22/2019 136686 KIDCREATE STUDIO 225.00 ART IN THE PARK 499490 10176 1624.6103 PROFESSIONAL SERVICES PLAYGROUND & THEATER 132.00 ART IN THE PARK 499489 10582 1624.6103 PROFESSIONAL SERVICES PLAYGROUND & THEATER 357.00 438593 8/22/2019 144983 KLEIN UNDERGROUND, LLC 3,353.00 MS4 REPAIR SE CORNER W TR & MC 499253 79127 04451.1705 CONSTR. IN PROGRESS Pond & Outlet Maintenance 2019 3,418.00 MS4 NE CORNER OF W TRL & MCCAU 499255 79128 04451.1705 CONSTR. IN PROGRESS Pond & Outlet Maintenance 2019 4,841.25 MS4 REPAIR 6744 MCCAULEY TRL 499252 79129 04451.1705 CONSTR. IN PROGRESS Pond & Outlet Maintenance 2019 4,992.25 MS4 REPAIR 6755 MCCAULEY TR 499254 79130 04451.1705 CONSTR. IN PROGRESS Pond & Outlet Maintenance 2019 5,207.95 MS4 REPAI INDIAN HILLS RD&MCCA 499251 79131 04451.1705 CONSTR. IN PROGRESS Pond & Outlet Maintenance 2019 21,812.45 438594 8/22/2019 116776 KUSTOM KARRIERS 185.00 TOW INVOICE FOR 19001332 499318 0814192 2340.6103 PROFESSIONAL SERVICES DWI FORFEITURE 185.00 438595 8/22/2019 143544 LADY A LITERARY 255.00 BTB AD SALES 499586 #17 1130.6410 VIDEO PRODUCTION SUPPLIES COMMUNICATIONS 50.00 IT TRAINING TIME 499256 300 1130.6103 PROFESSIONAL SERVICES COMMUNICATIONS 305.00 438596 8/22/2019 100852 LAWSON PRODUCTS INC. 923.86 DRILL BITS, WASHERS, CONNECTOR 499257 9306929241 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 141.46 FUEL TUBING 499258 9306934055 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 1,065.32 438597 8/22/2019 134957 LEACH LAW OFFICE LLC 20,704.80 JULY ATTORNEY FEES 499540 0656.001-8/19 1195.6103 PROFESSIONAL SERVICES LEGAL SERVICES 8/29/2019CITY OF EDINA 14:41:05R55CKR2LOGIS101 13Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/29/20198/22/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 438597 8/22/2019 134957 LEACH LAW OFFICE LLC Continued... 20,704.80 438598 8/22/2019 128234 LEFFLER PRINTING COMPANY INC. 2,705.00 2019 FALL ACT DIR 499584 20827 1600.6575 PRINTING PARK ADMIN. GENERAL 5,175.00 2019 FALL ACT DIR 499584 20827 5110.6575 PRINTING ART CENTER ADMINISTRATION 700.00 2019 FALL ACT DIR 499584 20827 5410.6575 PRINTING GOLF ADMINISTRATION 1,400.00 2019 FALL ACT DIR 499584 20827 5510.6575 PRINTING ARENA ADMINISTRATION 370.00 2019 FALL ACT DIR 499584 20827 5760.6575 PRINTING CENTENNIAL LAKES ADMIN EXPENSE 10,350.00 438599 8/22/2019 144426 LIFE LINE BILLING SYSTEMS, LLC 6,742.97 499260 48617 1470.6103 PROFESSIONAL SERVICES FIRE DEPT. GENERAL 990.02 499259 48618 1470.6103 PROFESSIONAL SERVICES FIRE DEPT. GENERAL 7,732.99 438600 8/22/2019 141916 LUPULIN BREWING 180.00 499573 23030 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 180.00 438601 8/22/2019 102722 LYNN PEAVEY COMPANY 338.75 EVIDENCE/PROPERTY SUPPLIES 499488 360752 1400.6406 GENERAL SUPPLIES POLICE DEPT. GENERAL 338.75 438602 8/22/2019 145736 MEHTA, FEROZA 25.00 CREDIT RETURN 499472 081519 1600.4390.15 GEN ADAPTIVE REC PARK ADMIN. GENERAL 25.00 438603 8/22/2019 142921 METRO DINING CLUB 480.00 METRO DINING CLUB CARDS 499520 96323-19 1628.4392.09 SENIOR SPECIAL EVENTS SENIOR CITIZENS 480.00 438604 8/22/2019 144517 MEYERHOFF, JAY 471.00 PGA DUES 499537 081619 5412.6105 DUES & SUBSCRIPTIONS GOLF INSTRUCTION 200.00 PRO JR EVENT 499536 816 5412.6136 PROFESSIONAL SVC - OTHER GOLF INSTRUCTION 671.00 438605 8/22/2019 103216 MINNEAPOLIS FINANCE DEPARTMENT 20,695.80 499547 431-0005.300-8/ 19 5913.6601 WATER PURCHASED DISTRIBUTION 20,695.80 8/29/2019CITY OF EDINA 14:41:05R55CKR2LOGIS101 14Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/29/20198/22/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 438605 8/22/2019 103216 MINNEAPOLIS FINANCE DEPARTMENT Continued... 438606 8/22/2019 102174 MINNEAPOLIS OXYGEN COMPANY 100.07 FLUIDS/GASSES 499518 20117329 7413.6545 CHEMICALS PSTF FIRE TOWER 100.07 438607 8/22/2019 112908 MINNESOTA ROADWAYS CO. 642.50 499271 82048 1301.6519 ROAD OIL GENERAL MAINTENANCE 642.50 438608 8/22/2019 101952 MINNESOTA/WISCONSIN PLAYGROUND 366.95 SWING SEAT 499272 2019292 1646.6530 REPAIR PARTS BUILDING MAINTENANCE 366.95 438609 8/22/2019 145735 MN MGNMENT OF BUDGET 531.50 499532 08142019 2340.6103 PROFESSIONAL SERVICES DWI FORFEITURE 531.50 438610 8/22/2019 140955 MODIST BREWING LLC 189.00 499400 E-7172 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 189.00 438611 8/22/2019 143339 MR CUTTING EDGE 95.00 SHARPEN ZAM BLADES 499496 1287 5521.6215 EQUIPMENT MAINTENANCE ARENA ICE MAINT 95.00 438612 8/22/2019 132591 MUSKA ELECTIRC COMPANY 19,050.00 2019 CIP CART STORAGE ELECTRIC 499277 23668 5400.1705 CONSTR. IN PROGRESS GOLF BALANCE SHEET 19,050.00 438613 8/22/2019 100920 NAPA AUTO PARTS 212.00 BATTERY 499480 2122-505409 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 212.00 438614 8/22/2019 141215 NEGOCE LLC 3.00 499574 343608 5842.5512 COST OF GOODS SOLD LIQUOR YORK SELLING 299.94 499574 343608 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 302.94 438615 8/22/2019 100076 NEW FRANCE WINE CO. 2.00 499575 146624 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 8/29/2019CITY OF EDINA 14:41:05R55CKR2LOGIS101 15Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/29/20198/22/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 438615 8/22/2019 100076 NEW FRANCE WINE CO.Continued... 104.00 499575 146624 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 14.00 499402 146851 5862.5513 COST OF GOODS SOLD WINE VERNON SELLING 792.00 499402 146851 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 12.00 499154 146852 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 613.00 499154 146852 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 4.00 499401 146853 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 208.00 499401 146853 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 1,749.00 438616 8/22/2019 131740 NISSEN, DIETRICH 203.00 DIETRICH EDINA TV MILEAGE 499350 081419 1130.6107 MILEAGE OR ALLOWANCE COMMUNICATIONS 231.42 DIETRICH NISSEN SWTV MILEAGE 499351 081419.2 1132.6107 MILEAGE OR ALLOWANCE CABLE COMMISSION 434.42 438617 8/22/2019 102199 NORTHERN SAFETY CO. INC. 81.78 LIGHTS 499278 48695 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 81.78 438618 8/22/2019 104232 NORTHERN SAFETY TECHNOLOGY INC 26.76 DIVIDERS 499279 48705 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 26.76 438619 8/22/2019 103578 OFFICE DEPOT 29.99 STAMP FOR INVOICES 499280 354951450001 5440.6406 GENERAL SUPPLIES PRO SHOP RETAIL SALES 40.61 OFFICE SUPPLIES 499281 354951560001 5410.6513 OFFICE SUPPLIES GOLF ADMINISTRATION 62.38 OFFICE SUPPLIES 499282 356551606001 5400.1356 INVENTORY SUPPLIES GOLF BALANCE SHEET 132.98 438620 8/22/2019 132107 OLS RESTORATION INC. 3,850.00 LOT POLES PAINT 499283 1460 1551.6180 CONTRACTED REPAIRS CITY HALL GENERAL 3,850.00 438621 8/22/2019 101659 ORKIN 27.32 RAMP PEST 499287 183503575 4090.6103 PROFESSIONAL SERVICES 50TH&FRANCE MAINTENANCE 26.28 RAMP PEST 499285 183504511 4090.6103 PROFESSIONAL SERVICES 50TH&FRANCE MAINTENANCE 32.10 EDINA ATHELETIC PEST 499284 183505222 1646.6103 PROFESSIONAL SERVICES BUILDING MAINTENANCE 30.00 RAMP PEST 499286 183505308 4090.6103 PROFESSIONAL SERVICES 50TH&FRANCE MAINTENANCE 115.70 438622 8/22/2019 100347 PAUSTIS WINE COMPANY 8/29/2019CITY OF EDINA 14:41:05R55CKR2LOGIS101 16Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/29/20198/22/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 438622 8/22/2019 100347 PAUSTIS WINE COMPANY Continued... 7.00 499403 60346 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 408.40 499403 60346 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 22.50 499155 60350 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 1,256.10 499155 60350 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 8.75 499404 60352 5862.5513 COST OF GOODS SOLD WINE VERNON SELLING 702.90 499404 60352 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 2,405.65 438623 8/22/2019 145730 PEDERSON, REBECCA 241.93 AQUATIC CTR B-DAY REFUND 499289 918732 5301.4557 BIRTHDAY RENTAL AQUATIC CENTER REVENUES 241.93 438624 8/22/2019 100945 PEPSI-COLA COMPANY 253.80 499576 67403260 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 1,222.88 CONCESSIONS FOOD 499290 67923405 5520.5510 COST OF GOODS SOLD ARENA CONCESSIONS 361.89 499156 P1234567 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 1,838.57 438625 8/22/2019 100743 PHILLIPS WINE & SPIRITS 2.38 499434 2592663 5862.5515 COST OF GOODS SOLD MIX VERNON SELLING 81.00 499434 2592663 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 30.94 499157 2600518 5862.5513 COST OF GOODS SOLD WINE VERNON SELLING 1,864.00 499157 2600518 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 2.38 499406 2604554 5862.5515 COST OF GOODS SOLD MIX VERNON SELLING 144.00 499406 2604554 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 41.66 499407 2604555 5862.5513 COST OF GOODS SOLD WINE VERNON SELLING 2,969.82 499407 2604555 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 23.80 499578 2604557 5842.5512 COST OF GOODS SOLD LIQUOR YORK SELLING 1,549.70 499578 2604557 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 47.00 499577 2604558 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 33.32 499405 2604559 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 2,276.25 499405 2604559 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 48.79 499409 2604560 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 2,577.60 499409 2604560 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 3.57 499408 2604561 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 480.00 499581 2605658 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 5.95 499579 2606256 5842.5512 COST OF GOODS SOLD LIQUOR YORK SELLING 701.25 499579 2606256 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 4.76 499580 2606257 5842.5515 COST OF GOODS SOLD MIX YORK SELLING 12,888.17 8/29/2019CITY OF EDINA 14:41:05R55CKR2LOGIS101 17Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/29/20198/22/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 438625 8/22/2019 100743 PHILLIPS WINE & SPIRITS Continued... 438626 8/22/2019 100119 PING 194.98 MERCHANDISE 499291 14880293 5400.1356 INVENTORY SUPPLIES GOLF BALANCE SHEET 45.28-REBATE 499529 14882811 5400.1356 INVENTORY SUPPLIES GOLF BALANCE SHEET 149.70 438627 8/22/2019 130926 PLANTSCAPE INC. 2,223.86 PLANT 499504 355630 5720.6620 TREES, FLOWERS, SHRUBS EDINBOROUGH OPERATIONS 2,223.86 438628 8/22/2019 103591 PLEHAL BLACKTOPPING INC. 273.00 499292 29727 04442.1705.21 CONSULTING INSPECTION Chowen Park A/B 273.00 438629 8/22/2019 100958 PLUNKETT'S PEST CONTROL 48.55 PEST CONTROL 499516 6369542 7411.6103 PROFESSIONAL SERVICES PSTF OCCUPANCY 48.55 438630 8/22/2019 100961 POSTMASTER - USPS 5,151.02 SEPT. E:E POSTAGE 499475 081919 1130.6575 PRINTING COMMUNICATIONS 5,151.02 438631 8/22/2019 138292 PRECISE IRRIGATION 969.56 REPAIR RUPTURED MAIN LINE 499293 3303 5761.6180 CONTRACTED REPAIRS CENTENNIAL LAKES OPERATING 969.56 438632 8/22/2019 143618 PRYES BREWING COMPANY 310.00 499158 7246 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 310.00 438633 8/22/2019 123078 QUALIFIED LABORATORIES INC. 619.96 PW CLEANING SUPPLIES 499295 58232 1552.6406 GENERAL SUPPLIES CENT SVC PW BUILDING 619.96 438634 8/22/2019 100287 RAMSEY COUNTY 500.00 OUT OF COUNTY WARRANT 499491 08202019 1000.2055 DUE TO OTHER GOVERNMENTS GENERAL FUND BALANCE SHEET 500.00 438635 8/22/2019 133627 REPUBLIC SERVICES #894 40,461.48 499548 894-004968859 5952.6183 RECYCLING CHARGES RECYCLING 8/29/2019CITY OF EDINA 14:41:05R55CKR2LOGIS101 18Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/29/20198/22/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 438635 8/22/2019 133627 REPUBLIC SERVICES #894 Continued... 40,461.48 438636 8/22/2019 129282 ROSENBAUER MINNESOTA LLC 753,768.00 1ST PROGRESS PAYMENT - PUMPER 499319 67234 421470.6710 EQUIPMENT REPLACEMENT FIRE EQUIPMENT 753,768.00 438637 8/22/2019 134818 ROSTI CONSTRUCTION COMPANY 121,703.55 BRIDGE CONSTRUCTION 499297 PK18-1 PAY 3 47102.6710 EQUIPMENT REPLACEMENT CENTENNIAL LAKES BRIDGE RPLCMT 121,703.55 438638 8/22/2019 144553 SALTCO MSP LLC 70.00 SALT TANK RENT 499495 24396 5511.6103 PROFESSIONAL SERVICES ARENA BLDG/GROUNDS 70.00 438639 8/22/2019 142252 SEECLICKFIX 360.00 SEECLICKFIX - EXTRA LICENSE 499354 2017-2260 1554.6124 WEB DEVELOPMENT CENT SERV GEN - MIS 360.00 438640 8/22/2019 100995 SEH 1,982.74 2019 CIPP 499466 371404 05584.1705.20 CONSULTING DESIGN TH 62 Crossing Watermain Rehab 1,982.74 438641 8/22/2019 132210 SERVICEMASTER OF MINNEAPOLIS 755.00 RAMP TRASH ROOM CLEANING 499525 63192 4090.6103 PROFESSIONAL SERVICES 50TH&FRANCE MAINTENANCE 755.00 438642 8/22/2019 101556 SHRED-IT USA 84.27 SHREDDING 499345 8127796802 1470.6103 PROFESSIONAL SERVICES FIRE DEPT. GENERAL 84.27 438643 8/22/2019 120784 SIGN PRO 270.74 SIGNAGE FOR TRASH 499298 14394 4090.6710 EQUIPMENT REPLACEMENT 50TH&FRANCE MAINTENANCE 270.74 438644 8/22/2019 137482 SITEONE LANDSCAPE SUPPLY LLC 213.20 WEED KILLER 499487 93841515-001 1301.6406 GENERAL SUPPLIES GENERAL MAINTENANCE 213.20 438645 8/22/2019 145423 SMITH, SAVANNAH 221.00 PGA DUES 499538 816 5412.6105 DUES & SUBSCRIPTIONS GOLF INSTRUCTION 8/29/2019CITY OF EDINA 14:41:05R55CKR2LOGIS101 19Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/29/20198/22/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 438645 8/22/2019 145423 SMITH, SAVANNAH Continued... 221.00 438646 8/22/2019 127878 SOUTHERN WINE AND SPIRITS .80 499410 1854070 5822.5512 COST OF GOODS SOLD LIQUOR 50TH ST SELLING 264.50 499410 1854070 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET .80 499412 1854071 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 36.00 499412 1854071 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 3.20 499413 1854072 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 211.71 499413 1854072 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 2.40 499411 1854073 5822.5512 COST OF GOODS SOLD LIQUOR 50TH ST SELLING 400.50 499411 1854073 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 1.00 499416 1854074 5842.5512 COST OF GOODS SOLD LIQUOR YORK SELLING .90 499417 1854075 5842.5512 COST OF GOODS SOLD LIQUOR YORK SELLING 183.13 499417 1854075 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 1.60 499418 1854076 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 72.00 499418 1854076 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 23.20 499414 1854077 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 2,075.71 499414 1854077 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 3.47 499415 1854078 5842.5512 COST OF GOODS SOLD LIQUOR YORK SELLING 536.72 499415 1854078 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 1.00 499419 1854079 5862.5512 COST OF GOODS SOLD LIQUOR VERNON SELLING .80 499420 1854080 5862.5512 COST OF GOODS SOLD LIQUOR VERNON SELLING 143.00 499420 1854080 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 18.40 499423 1854082 5862.5513 COST OF GOODS SOLD WINE VERNON SELLING 1,736.00 499423 1854082 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 8.07 499422 1854083 5862.5512 COST OF GOODS SOLD LIQUOR VERNON SELLING 1,729.58 499422 1854083 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 2.40 499421 1854084 5862.5513 COST OF GOODS SOLD WINE VERNON SELLING 72.00 499421 1854084 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 7,528.89 438647 8/22/2019 101007 STAR TRIBUNE 504.92 SUBSCRIPTION 499498 12416723 5510.6105 DUES & SUBSCRIPTIONS ARENA ADMINISTRATION 504.92 438648 8/22/2019 133068 STEEL TOE BREWING LLC 453.00 499159 29291 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 132.00 499160 29292 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 90.00 499424 29293 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 675.00 8/29/2019CITY OF EDINA 14:41:05R55CKR2LOGIS101 20Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/29/20198/22/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 438648 8/22/2019 133068 STEEL TOE BREWING LLC Continued... 438649 8/22/2019 105874 SUBURBAN TIRE WHOLESALE INC. 607.48 TIRES 499299 10163381 1553.6583 TIRES & TUBES EQUIPMENT OPERATION GEN 607.48 438650 8/22/2019 101756 SUNDE LAND SURVEYING LLC. 3,340.25 NORTH RAMP EXP - SURVEY 499470 53762 9232.6710 EQUIPMENT REPLACEMENT CENTENNIAL TIF DISTRICT 3,340.25 438651 8/22/2019 122511 SWANK MOTION PICTURES INC. 615.00 MOVIE IN THE PARK 8/15/19 499300 2727372 5760.6136 PROFESSIONAL SVC - OTHER CENTENNIAL LAKES ADMIN EXPENSE 615.00 438652 8/22/2019 119864 SYSCO MINNESOTA 511.61 CONCESSIONS FOOD 499301 247602792 5520.5510 COST OF GOODS SOLD ARENA CONCESSIONS 511.61 438653 8/22/2019 122794 TENNANT SALES AND SERVICE COMPANY 242.06 CONTRACTED REPAIR 499534 916478086 1553.6180 CONTRACTED REPAIRS EQUIPMENT OPERATION GEN 242.06 438654 8/22/2019 101029 TESSMAN COMPANY, THE 342.00 MASKING AGENT FOR HERBICIDES 499302 S298393-IN 5422.6545 CHEMICALS MAINT OF COURSE & GROUNDS 342.00 438655 8/22/2019 132615 TIMBERLAND HOMES AND REMODELING 10,000.00 ESCROW REFUND 499303 ED165772 1495.4109 CONSTRUCTION DEPOSIT INSPECTIONS 10,000.00 438656 8/22/2019 123129 TIMESAVER OFF SITE SECRETARIAL INC. 325.00 PC MINUTES JULY 10 499467 M24929 1185.6103 PROFESSIONAL SERVICES LICENSING, PERMITS & RECORDS 425.00 CITY COUNCIL MINUTES JULY 16 499468 M24930 1185.6103 PROFESSIONAL SERVICES LICENSING, PERMITS & RECORDS 180.00 HRA MINUTES JULY 25 499469 M24931 1185.6103 PROFESSIONAL SERVICES LICENSING, PERMITS & RECORDS 930.00 438657 8/22/2019 141882 TNT BILLIARDS 950.00 TWO POOL TABLES REFELTED 499521 65 1628.6103 PROFESSIONAL SERVICES SENIOR CITIZENS 40.00 POOL CUES RETIPPED 499522 66 1628.6103 PROFESSIONAL SERVICES SENIOR CITIZENS 990.00 8/29/2019CITY OF EDINA 14:41:05R55CKR2LOGIS101 21Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/29/20198/22/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 438658 8/22/2019 145168 TSBL DISTRIBUTING Continued... 480.00 SMOOTHIE PRODUCT 499502 236349 5320.5510 COST OF GOODS SOLD POOL CONCESSIONS 480.00 438659 8/22/2019 101046 TWIN CITY FILTER SERVICE INC. 379.62 AIR FILTERS 499497 0663514-IN 5511.6406 GENERAL SUPPLIES ARENA BLDG/GROUNDS 379.62 438660 8/22/2019 101360 TWIN CITY HARDWARE CO. 283.50 NET LOCKS 499305 PS10041114 5521.6406 GENERAL SUPPLIES ARENA ICE MAINT 283.50 438661 8/22/2019 143327 US ENVIRONMENTAL SERVICES 900.00 BRINE MONITORING 499499 8-16-19 5521.6215 EQUIPMENT MAINTENANCE ARENA ICE MAINT 900.00 438662 8/22/2019 101063 VERSATILE VEHICLES INC. 35.86 EZGO PART 499306 26982 5420.6530 REPAIR PARTS CLUB HOUSE 1,172.02 MAINTENANCE LEASE - AUGUST 499530 27385 5423.6216 LEASE LINES GOLF CARS 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Check Register by Invoice & Summary 8/29/20198/22/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 438667 8/22/2019 130574 WATSON COMPANY Continued... 271.40 CONCESSIONS FOOD 499493 101839 5520.5510 COST OF GOODS SOLD ARENA CONCESSIONS 271.40 438668 8/22/2019 145733 WIN-911 SOFTWARE 495.00 ANNUAL SOFTWARE MAINTENANCE 499311 140XT569-201910 4 5913.6103 PROFESSIONAL SERVICES DISTRIBUTION 495.00 438669 8/22/2019 101312 WINE MERCHANTS 7.14 499428 7247722 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 556.00 499428 7247722 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 7.14 499431 7247723 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 759.00 499431 7247723 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 3.57 499430 7247724 5842.5515 COST OF GOODS SOLD MIX YORK SELLING 59.25 499430 7247724 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 15.47 499429 7247726 5862.5513 COST OF GOODS SOLD WINE VERNON SELLING 1,963.00 499429 7247726 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 3,370.57 438670 8/22/2019 144412 WINEBOW 435.99 499432 MN00064112 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 435.99 438671 8/22/2019 130471 WINFIELD SOLUTIONS LLC 8,460.95 CHEMICALS FOR GREENS FOR SEASO 499312 000062786477.5422.6545 CHEMICALS MAINT OF COURSE & GROUNDS 126.82 FINANCE CHARGE 499527 0063345333 5422.6545 CHEMICALS MAINT OF COURSE & GROUNDS 8,587.77 438672 8/22/2019 124503 WINSUPPLY OF EDEN PRAIRIE 112.50 BALLAST 499514 182013 02 7411.6406 GENERAL SUPPLIES PSTF OCCUPANCY 21.54 WALL ANCHOR KIT 499313 182182 01 1552.6406 GENERAL SUPPLIES CENT SVC PW BUILDING 32.72 WAY FIND RECEPS NETWORK 499523 182462 4090.6406 GENERAL SUPPLIES 50TH&FRANCE MAINTENANCE 166.76 438673 8/22/2019 142220 WOODEN HILL BREWING COMPANY 90.00 499163 1758 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 269.10 499433 1759 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 359.10 438674 8/22/2019 145724 WOODHILL CC 8/29/2019CITY OF EDINA 14:41:05R55CKR2LOGIS101 23Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/29/20198/22/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 438674 8/22/2019 145724 WOODHILL CC Continued... 268.55 RANGE FINDER 499314 8819 5400.1356 INVENTORY SUPPLIES GOLF BALANCE SHEET 268.55 438675 8/22/2019 100300 WRIGHT COUNTY 50.00 OUT OF COUNTY WARRANT 499507 08202019 1000.2055 DUE TO OTHER GOVERNMENTS GENERAL FUND BALANCE SHEET 50.00 438676 8/22/2019 119923 YARDSCAPES 1,885.00 499315 14843 01452.1705.21 CONSULTING INSPECTION Indian Trails B/C 1,885.00 438677 8/22/2019 129312 YOUTH TECH INC. 1,301.25 499585 6818 5110.6103 PROFESSIONAL SERVICES ART CENTER ADMINISTRATION 1,301.25 438678 8/22/2019 102500 ZIMMERMAN, TIM 35.00 ISLAND PLANTINGS 499316 08122019 5511.6103 PROFESSIONAL SERVICES ARENA BLDG/GROUNDS 35.00 438679 8/22/2019 134673 TOTAL MECHANICAL SERVICES INC. 530.72 EAST TOWER FLOAT 498732 19300 5521.6180 CONTRACTED REPAIRS ARENA ICE MAINT 530.72 438680 8/29/2019 142327 56 BREWING, LLC 136.00 499966 5606973 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 192.00 499698 5606DV2 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 72.00 499699 5606V31 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 400.00 438681 8/29/2019 145803 97 WOODLAND CIRCLE LLC 208.23 499777 0110084006 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 208.23 438682 8/29/2019 129458 ACME TOOLS 34.36 HANDLE 500100 6858552 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 34.36 438683 8/29/2019 143143 ACT CLEANING SERVICE 1,612.88 CONTRACT CLEANING 500141 INV-1182 5410.6230 SERVICE CONTRACTS EQUIPMENT GOLF ADMINISTRATION 2,906.00 CLEANING SERVICE 499819 INV-1183 5511.6103 PROFESSIONAL SERVICES ARENA BLDG/GROUNDS 8/29/2019CITY OF EDINA 14:41:05R55CKR2LOGIS101 24Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/29/20198/22/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 438683 8/29/2019 143143 ACT CLEANING SERVICE Continued... 4,518.88 438684 8/29/2019 135922 ACUSHNET COMPANY 2,477.78 MERCHANDISE 500144 907949670 5400.1356 INVENTORY SUPPLIES GOLF BALANCE SHEET 2,477.78 438685 8/29/2019 143557 ADIDAS AMERICA INC. 31.50 CREDIT FOR RETURN MERCH 500122 6178413681 5400.1356 INVENTORY SUPPLIES GOLF BALANCE SHEET 31.50 438686 8/29/2019 145768 ALLEN, CALVIN 155.68 499760 00114685-016077 1214 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 155.68 438687 8/29/2019 141960 AMAZON CAPITAL SERVICES 33.26 HARD HAT 499798 117G-MPGW-34VX 5913.6610 SAFETY EQUIPMENT DISTRIBUTION 309.99 MAC DOCK STATION 499872 117G-MPGW-PJNP 4629.6710 EQUIPMENT REPLACEMENT Police Forensic Equipment 13.78 499824 1CDL-RHRV-K913 5842.6406 GENERAL SUPPLIES YORK SELLING 140.69 HARDWARE 500150 1JDP-D3TK-LDWF 5761.6406 GENERAL SUPPLIES CENTENNIAL LAKES OPERATING 14.31 499823 1PR7-1Q9P-N6YJ 5842.6406 GENERAL SUPPLIES YORK SELLING 204.06 BREAK ROOM TOASTER OVEN 499832 1W37-9VCR-FK19 1551.6406 GENERAL SUPPLIES CITY HALL GENERAL 35.92 ID BADGE SLEEVES 499592 1XD1-PHJN-CXR9 1130.6406 GENERAL SUPPLIES COMMUNICATIONS 40.31 SPOONS 499978 1XGD-MHW9-NT9X 5520.5510 COST OF GOODS SOLD ARENA CONCESSIONS 792.32 438688 8/29/2019 101115 AMERIPRIDE SERVICES INC. 159.41 499788 1004556149 5861.6162 SERVICES CUSTODIANS VERNON OCCUPANCY 150.30 499789 1004556166 5821.6162 SERVICES CUSTODIANS 50TH ST OCCUPANCY 147.00 LAUNDRY 499696 1004556909 1470.6201 LAUNDRY FIRE DEPT. GENERAL 292.29 500153 1004561579 1551.6201 LAUNDRY CITY HALL GENERAL 749.00 438689 8/29/2019 145749 ANDERSON, LESLEY 244.00 REFUND SKYHAWKS MULTI SPORT 499679 081919 1600.4390.22 MINI HAWKS PARK ADMIN. GENERAL 244.00 438690 8/29/2019 145789 ANDERSON, MARY 8.63 499772 00076202-020129 2001 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 8/29/2019CITY OF EDINA 14:41:05R55CKR2LOGIS101 25Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/29/20198/22/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 438690 8/29/2019 145789 ANDERSON, MARY Continued... 8.63 438691 8/29/2019 141691 ANDERSON, WENDY S. 400.00 YOGA INSTRUCTOR 499848 007 #2 1628.6103 PROFESSIONAL SERVICES SENIOR CITIZENS 400.00 438692 8/29/2019 135278 ANNMADE INC. 60.00 JULY 2019 GIFT SHOP 499901 8.26.19 5101.4413 ART WORK SOLD ART CENTER REVENUES 60.00 438693 8/29/2019 100632 AQUA ENGINEERING 377.95 UTLEY VETERANS WATER 499874 93175 1643.6180 CONTRACTED REPAIRS Greenhouse and horticulture 377.95 438694 8/29/2019 132031 ARTISAN BEER COMPANY 563.95 499973 3367437 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 1,299.05 499981 3367438 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 1,820.15 499980 3367439 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 30.56-499700 467297 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 3,652.59 438695 8/29/2019 101718 AUTO PLUS - FORMERLY PARTS PLUS 4.07 FILTER 499593 038003996 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 30.26 FILTERS 500087 038004090 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 3.79 FILTER 499995 038004142 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 4.06 FILTER 500096 038004295 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 11.77 FILTERS 500094 038004306 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 53.95 438696 8/29/2019 102195 BATTERIES PLUS 59.97 IT SUPPLIES 499594 P17658942 1554.6406 GENERAL SUPPLIES CENT SERV GEN - MIS 59.97 438697 8/29/2019 139805 BAULER, NICK 87.17 TRANSPORTATION CONFERENCES 499692 082019 1262.6107 MILEAGE OR ALLOWANCE TRANSPORTATION 87.17 438698 8/29/2019 100661 BENN, BRADLEY 6.00 JULY 2019 GIFT SHOP 499902 8.26.19 5101.4413 ART WORK SOLD ART CENTER REVENUES 6.00 8/29/2019CITY OF EDINA 14:41:05R55CKR2LOGIS101 26Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/29/20198/22/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 438698 8/29/2019 100661 BENN, BRADLEY Continued... 438699 8/29/2019 131191 BERNATELLO'S PIZZA INC. 234.00 CONCESSIONS FOOD 499975 4837419 5520.5510 COST OF GOODS SOLD ARENA CONCESSIONS 234.00 438700 8/29/2019 125139 BERNICK'S 176.10 500006 525822 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 80.00 499702 525823 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 978.79 499703 525824 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 20.00 499704 525825 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 698.45 499701 525826 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 1,953.34 438701 8/29/2019 145762 BERQUIST, MARGARET 131.00 499748 86722-330521001 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 131.00 438702 8/29/2019 125209 BISEK, KATIE 232.58 MILEAGE FOR KBISEK 499688 082019 1554.6107 MILEAGE OR ALLOWANCE CENT SERV GEN - MIS 232.58 438703 8/29/2019 100653 BITUMINOUS ROADWAYS INC. 305,131.15 PAY 4 500116 ENG 19-2 01451.1705.30 CONTRACTOR PAYMENTS Chowen A/B 51,332.61 PAY 4 500116 ENG 19-2 03512.1705.30 CONTRACTOR PAYMENTS Chowen Park A/B 96,196.60 PAY 4 500116 ENG 19-2 05580.1705.30 CONTRACTOR PAYMENTS Chowen Park A/B 167,077.84 PAY 4 500116 ENG 19-2 04442.1705.30 CONTRACTOR PAYMENTS Chowen Park A/B 1,962.70 PAY 4 500133 ENG 19-3 01455.1705.30 CONTRACTOR PAYMENTS Indian Hills C 160,561.24 PAY 4 500133 ENG 19-3 01452.1705.30 CONTRACTOR PAYMENTS Indian Trails B/C 1,852.50 PAY 4 500133 ENG 19-3 05583.1705.30 CONTRACTOR PAYMENTS Indian Hills C 3,925.40 PAY 4 500133 ENG 19-3 05582.1705.30 CONTRACTOR PAYMENTS Indian Trails B/C 640.29 PAY 4 500133 ENG 19-3 04441.1705.30 CONTRACTOR PAYMENTS Indian Hills C 10,749.72 PAY 4 500133 ENG 19-3 04440.1705.30 CONTRACTOR PAYMENTS Indian Trails B/C 799,430.05 438704 8/29/2019 124534 BLACKSTONE CONTRACTORS LLC 76,062.94 PAY #2 499830 ENG 19-9 07153.1705.30 CONTRACTOR PAYMENTS Valley View Rd Ped Bridge 76,062.94 438705 8/29/2019 140495 BLAKE DEVELOPMENT LLC 61,404.78 BLAKE ESCROW REPAYMENT 499680 082119 1000.2066 ESCROW DEPOSITS GENERAL FUND BALANCE SHEET 8/29/2019CITY OF EDINA 14:41:05R55CKR2LOGIS101 27Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/29/20198/22/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 438705 8/29/2019 140495 BLAKE DEVELOPMENT LLC Continued... 61,404.78 438706 8/29/2019 145763 BORG, JOHN 132.96 499749 78656-151709247 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 132.96 438707 8/29/2019 119351 BOURGET IMPORTS 7.00 500007 163642 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 403.97 500007 163642 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 3.50 499662 163667 5862.5513 COST OF GOODS SOLD WINE VERNON SELLING 180.00 499662 163667 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 12.25 499705 163688 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 985.24 499705 163688 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 1,591.96 438708 8/29/2019 124291 BREAKTHRU BEVERAGE MINNESOTA 37.28 500008 1081017012 5862.5513 COST OF GOODS SOLD WINE VERNON SELLING 3,750.83 500008 1081017012 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 2.30 499709 1081017013 5862.5515 COST OF GOODS SOLD MIX VERNON SELLING 52.00 499709 1081017013 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 10.67 499710 1081017104 5862.5512 COST OF GOODS SOLD LIQUOR VERNON SELLING 1,609.45 499710 1081017104 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 2.30 500009 1081017105 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 137.82 500009 1081017105 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 5.94 500010 1081017106 5822.5512 COST OF GOODS SOLD LIQUOR 50TH ST SELLING 507.90 500010 1081017106 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 13.80 499707 1081017108 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 1,159.14 499707 1081017108 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 1.15 499706 1081017109 5842.5515 COST OF GOODS SOLD MIX YORK SELLING 52.50 499706 1081017109 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 20.70 499708 1081017110 5842.5512 COST OF GOODS SOLD LIQUOR YORK SELLING 1,800.21 499708 1081017110 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 9,163.99 438709 8/29/2019 124529 BREAKTHRU BEVERAGE MINNESOTA BEER LLC 5,775.68 499663 1091044165 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 132.50 499664 1091044166 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 2,670.30 499711 1091044167 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 5,774.39 499665 1091044168 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 14,352.87 8/29/2019CITY OF EDINA 14:41:05R55CKR2LOGIS101 28Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/29/20198/22/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 438709 8/29/2019 124529 BREAKTHRU BEVERAGE MINNESOTA BEER LLC Continued... 438710 8/29/2019 145809 BRIAN LIEB COMMUNICATIONS 2,700.00 PLAIN LANGUAGE TRAINING 499951 121 1130.6103 PROFESSIONAL SERVICES COMMUNICATIONS 2,700.00 438711 8/29/2019 143245 BRUESS, SARAH 320.74 SUMMER PROGRAM MILEAGE 499869 08212019 1624.6107 MILEAGE OR ALLOWANCE PLAYGROUND & THEATER 320.74 438712 8/29/2019 145752 BRUNS, JOEL 200.00 499737 109003-20251300 2 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 200.00 438713 8/29/2019 100669 BRYAN ROCK PRODUCTS INC. 138.62 499599 36554 1314.6517 SAND GRAVEL & ROCK STREET RENOVATION 138.62 438714 8/29/2019 121408 BURK, VERA 74.00 REFUND-TRIP CANCELLED 499755 08222019 1628.4392.07 SENIOR TRIPS SENIOR CITIZENS 74.00 438715 8/29/2019 102149 CALLAWAY GOLF 19.59 MERCHANDISE 500126 930749152 5400.1356 INVENTORY SUPPLIES GOLF BALANCE SHEET 19.59 438716 8/29/2019 119455 CAPITOL BEVERAGE SALES 457.25 500011 3448635 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 2,398.30 499667 3448636 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 211.75 499666 3448637 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 2,167.20 500012 3448662 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 5,234.50 438717 8/29/2019 143901 CASELLA, CASEY 72.27 CASELLA MILEAGE REIMBURSEMENT 499850 082219 1120.6107 MILEAGE OR ALLOWANCE ADMINISTRATION 72.27 438718 8/29/2019 145552 CEF EDINA COMMUNITY SOLAR, LLC 23.41 499918 8/2019 1552.6185 LIGHT & POWER CENT SVC PW BUILDING 23.41 8/29/2019CITY OF EDINA 14:41:05R55CKR2LOGIS101 29Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/29/20198/22/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 438718 8/29/2019 145552 CEF EDINA COMMUNITY SOLAR, LLC Continued... 438719 8/29/2019 101515 CEMSTONE PRODUCTS CO. 1,470.00 REDIE MIX CONCRETE 500130 C2074546 5932.6520 CONCRETE GENERAL STORM SEWER 1,120.00 REDIE MIX CONCRETE 500131 C2079168 1365.6520 CONCRETE SIDEWALKS & PATH MAINTENANCE 2,590.00 438720 8/29/2019 142028 CINTAS CORPORATION 42.66 PW CLEANING SUPPLIES 500158 4019275461 1552.6103 PROFESSIONAL SERVICES CENT SVC PW BUILDING 72.56 TOWELS 499825 4028124492 5421.6201 LAUNDRY GRILL 19.69 UNIFORMS 499826 4028221427 5422.6201 LAUNDRY MAINT OF COURSE & GROUNDS 15.12 CLEANING SUPPLIES 499675 4028221463 5511.6511 CLEANING SUPPLIES ARENA BLDG/GROUNDS 40.23 LAUNDRY 499893 4028324934 1552.6511 CLEANING SUPPLIES CENT SVC PW BUILDING 15.26 UNIFORM RENTAL 499891 4028324937 1646.6201 LAUNDRY BUILDING MAINTENANCE 34.70 UNIFORM RENTAL 499890 4028324968 5913.6201 LAUNDRY DISTRIBUTION 57.10 UNIFORM RENTAL 499892 4028324977 1301.6201 LAUNDRY GENERAL MAINTENANCE 46.32 UNIFROM RENTAL 499913 4028325085 1553.6201 LAUNDRY EQUIPMENT OPERATION GEN 343.64 438721 8/29/2019 122317 CITY OF EDINA - COMMUNICATIONS 100.00 499846 COM-1967 7411.6188 TELEPHONE PSTF OCCUPANCY 100.00 438722 8/29/2019 121066 COMMERCIAL ASPHALT CO. 51,944.35 499911 190815 1314.6518 BLACKTOP STREET RENOVATION 51,944.35 438723 8/29/2019 101329 CONSTRUCTION MATERIALS INC. 469.20 SPEC MIX FOR CB'S 499792 0186880-IN 5932.6406 GENERAL SUPPLIES GENERAL STORM SEWER 647.04 REBAR FOR DRIVEWAY WELL 9 499791 0186881-IN 5912.6406 GENERAL SUPPLIES WELL HOUSES 80.00 CONCRETE SUPPLIES 499787 0186882-IN 5932.6406 GENERAL SUPPLIES GENERAL STORM SEWER 1,196.24 438724 8/29/2019 100012 CORE & MAIN 264.87 STORM PIPE 500110 L065760 5932.6406 GENERAL SUPPLIES GENERAL STORM SEWER 264.87 438725 8/29/2019 136899 CORRIGAN, KAT 96.00 JULY 2019 GIFT SHOP 499903 8.26.19 5101.4413 ART WORK SOLD ART CENTER REVENUES 96.00 8/29/2019CITY OF EDINA 14:41:05R55CKR2LOGIS101 30Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/29/20198/22/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 438726 8/29/2019 145795 CRYSTAL POLICE DEPARTMENT Continued... 50.00 SFST CLASS 499840 082019 1400.6104 CONFERENCES & SCHOOLS POLICE DEPT. GENERAL 50.00 438727 8/29/2019 130169 CUSTOM BUSINESS FORMS 1,292.00 SEPTEMBER NEWSLETTER 499600 319601 1628.6575 PRINTING SENIOR CITIZENS 1,292.00 438728 8/29/2019 145779 DALY, DAVID 33.12 499785 00125081-011085 3005 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 33.12 438729 8/29/2019 103176 DANICIC, JOHN 57.60 JULY 2019 GIFT SHOP 499880 8.26.19 5101.4413 ART WORK SOLD ART CENTER REVENUES 57.60 438730 8/29/2019 141708 DEAN'S PROFESSIONAL PLBG 82.12 REFUND 80% OF PERMIT FEE 499687 ED173011 1495.4112 PLUMBING PERMITS INSPECTIONS 82.12 438731 8/29/2019 145808 DECKER, NOREEN 74.00 REFUND-TRIP CANCELLED 499757 08222019 1628.4392.07 SENIOR TRIPS SENIOR CITIZENS 74.00 438732 8/29/2019 145800 DEINEMA, ELSA 130.53 SUMMER MILEAGE REIMBRUSEMENT 499868 08202019 1624.6107 MILEAGE OR ALLOWANCE PLAYGROUND & THEATER 130.53 438733 8/29/2019 100718 DELEGARD TOOL CO. 837.76 SPRING COMPRESSOR 499989 148938 1553.6556 TOOLS EQUIPMENT OPERATION GEN 26.84 STEERING WHEEL HOLDER 500095 149248 1553.6585 ACCESSORIES EQUIPMENT OPERATION GEN 864.60 438734 8/29/2019 133298 DELGEHAUSEN, JOSEPH 315.14 CLOTHING ALLOWANCE 499842 82019 1400.6203 UNIFORM ALLOWANCE POLICE DEPT. GENERAL 315.14 438735 8/29/2019 121103 DIRECTV 186.21 CABLE TV 499601 36590844516 7411.6406 GENERAL SUPPLIES PSTF OCCUPANCY 186.21 8/29/2019CITY OF EDINA 14:41:05R55CKR2LOGIS101 31Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/29/20198/22/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 438735 8/29/2019 121103 DIRECTV Continued... 438736 8/29/2019 143204 DORAN CONSTRUCTION CO. 1,085.00 APP FEE REFUND 499804 ED172889 1495.4111 BUILDING PERMITS INSPECTIONS 1,085.00 438737 8/29/2019 100730 DORSEY & WHITNEY LLP 1,053.00 PENTAGON VILLAGE TIF ESCROW 499960 3516930 9210.2066 ESCROW DEPOSITS HRA ADMINISTRATION 429.00 7200 FRANCE TIF ESCROW 499958 3516931 9210.2066 ESCROW DEPOSITS HRA ADMINISTRATION 1,872.00 AEON ESCROW 4100 W. 76TH 499959 3516932 9210.2066 ESCROW DEPOSITS HRA ADMINISTRATION 3,354.00 438738 8/29/2019 145767 DOUGLAS, RAYMOND 154.43 499759 00114300-015903 3005 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 154.43 438739 8/29/2019 145753 DOW, FREDERICK 250.00 499738 121920-20222900 7 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 250.00 438740 8/29/2019 102259 EASY PICKER GOLF PRODUCTS 395.24 SCORE CARD BOXES 500134 0135349-IN 5440.6406 GENERAL SUPPLIES PRO SHOP RETAIL SALES 395.24 438741 8/29/2019 100744 EDINA CHAMBER OF COMMERCE 20.00 EDINA CHAMBER EVENT 499957 41154 9210.6104 CONFERENCES & SCHOOLS HRA ADMINISTRATION 20.00 438742 8/29/2019 103594 EDINALARM INC. 165.00 499796 44110 5860.6250 ALARM SERVICE VERNON LIQUOR GENERAL 673.31 499794 44949 5820.6250 ALARM SERVICE 50TH STREET GENERAL 673.31 499794 44949 5840.6250 ALARM SERVICE LIQUOR YORK GENERAL 673.32 499794 44949 5860.6250 ALARM SERVICE VERNON LIQUOR GENERAL 2,184.94 438743 8/29/2019 137586 EGAN, WENDY 64.80 JULY 2019 GIFT SHOP 499881 8.26.19 5101.4413 ART WORK SOLD ART CENTER REVENUES 64.80 8/29/2019CITY OF EDINA 14:41:05R55CKR2LOGIS101 32Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/29/20198/22/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 438744 8/29/2019 100049 EHLERS & ASSOCIATES INC.Continued... 3,277.50 SOUTHDALE 2 TIF REVIEW 499956 81115 9238.6136 PROFESSIONAL SVC - OTHER SOUTHDALE 2 TIF DISTRICT 2,572.50 TIF REPORTING - 2018 499920 81206 9232.6136 PROFESSIONAL SVC - OTHER CENTENNIAL TIF DISTRICT 5,850.00 438745 8/29/2019 130859 EISLER, SYLVIA 74.00 REFUND-TRIP CANCELLED 499756 08222019 1628.4392.07 SENIOR TRIPS SENIOR CITIZENS 74.00 438746 8/29/2019 100146 FACTORY MOTOR PARTS COMPANY 36.19 BELT 499604 158-018905 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 95.16-CREDIT MEMO 499611 1-6059965 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 42.00 BATTERY 499997 1-6064429 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 238.25 BATTERY 499988 1-Z19243 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 25.42 EXHAUST HARDWARE, GASKETS 499608 69-357400 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 19.65 BELTS 499607 69-358116 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 51.71 ENGINE MOUNT 499605 69-358235 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 51.71 ENGINE MOUNT 499606 69-358274 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 72.00 LUBRICANT 499603 69-359218 1553.6584 LUBRICANTS EQUIPMENT OPERATION GEN 32.55 BELT 499602 69-359224 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 235.68 BRAKE CALIPERS 499609 69-359420 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 40.62 BRAKE FLUID 499610 69-359915 1553.6584 LUBRICANTS EQUIPMENT OPERATION GEN 149.39 SENSORS 500090 69-360045 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 900.01 438747 8/29/2019 106035 FASTENAL COMPANY 132.18 499986 MNTC2159115 1301.6406 GENERAL SUPPLIES GENERAL MAINTENANCE 132.18 438748 8/29/2019 126004 FERGUSON WATERWORKS 1,140.67 HYDRANT REPLACEMENT PARTS 499877 0340746 5913.6406 GENERAL SUPPLIES DISTRIBUTION 1,140.67 438749 8/29/2019 142098 FINANCE & COMMERCE 505.00 RENEW SUBSCRIPTION 499922 1197465 9210.6105 DUES & SUBSCRIPTIONS HRA ADMINISTRATION 505.00 438750 8/29/2019 130699 FLEETPRIDE 256.91 EXHAUST ADAPTER, VLAMPS 500088 33825771 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 256.91 8/29/2019CITY OF EDINA 14:41:05R55CKR2LOGIS101 33Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/29/20198/22/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 438751 8/29/2019 136583 FLUID INTERIORS LLC Continued... 1,247.94 PW CUBICLE 500113 66699 1552.6103 PROFESSIONAL SERVICES CENT SVC PW BUILDING 1,247.94 438752 8/29/2019 101557 FMAM 80.00 DUES 500112 082619 1470.6105 DUES & SUBSCRIPTIONS FIRE DEPT. GENERAL 80.00 438753 8/29/2019 140317 FORBES, JAN 3.00 JULY 2019 GIFT SHOP 499882 8.26.19 5101.4413 ART WORK SOLD ART CENTER REVENUES 3.00 438754 8/29/2019 145802 GATES, GAIL 189.00 EAC GALLERY SALES 2019 499691 8.21.19 5101.4413 ART WORK SOLD ART CENTER REVENUES 189.00 438755 8/29/2019 145806 GENSKOW, ANN 74.00 REFUND-TRIP CANCELLED 499753 08222019 1628.4392.07 SENIOR TRIPS SENIOR CITIZENS 74.00 438756 8/29/2019 144982 GERTEN GREENHOUSES & GARDEN CENTER, INC 651.20 MULCH 499810 54745/6 5765.6406 GENERAL SUPPLIES PROMENADE EXPENSES 651.20 438757 8/29/2019 101351 GILBERT MECHANICAL CONTRACTORS INC 44,901.75 LS 6 MAUS 500129 54198 5921.6180 CONTRACTED REPAIRS SANITARY LIFT STATION MAINT 44,901.75 438758 8/29/2019 145805 GONZALEZ, SUSAN 74.00 REFUND-TRIP CANCELLED 499752 08222019 1628.4392.07 SENIOR TRIPS SENIOR CITIZENS 74.00 438759 8/29/2019 101103 GRAINGER 18.48 SPARK PLUGS FOR EQUIPMENT 500135 9263809551 5422.6530 REPAIR PARTS MAINT OF COURSE & GROUNDS 27.69 LAG BOLTS 500136 9265238353 5422.6406 GENERAL SUPPLIES MAINT OF COURSE & GROUNDS 46.80 STEEL SPRINGS 500140 9265238361 5420.6406 GENERAL SUPPLIES CLUB HOUSE 202.08 FILTERS FOR WTP6 AIR STRIPPERS 499802 9266752899 5915.6530 REPAIR PARTS WATER TREATMENT 357.37 PLATES, CUTLERY, BATTERIES 499613 9266958041 1552.6406 GENERAL SUPPLIES CENT SVC PW BUILDING 44.91 PLUMBING SENSOR 499614 9267116128 1646.6530 REPAIR PARTS BUILDING MAINTENANCE 63.32 CLAMPS FOR DEWATERING PUMP 499799 9267116136 5923.6406 GENERAL SUPPLIES COLLECTION SYSTEMS 79.12 MARKERS 500089 9267945559 1553.6406 GENERAL SUPPLIES EQUIPMENT OPERATION GEN 8/29/2019CITY OF EDINA 14:41:05R55CKR2LOGIS101 34Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/29/20198/22/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 438759 8/29/2019 101103 GRAINGER Continued... 839.77 438760 8/29/2019 122746 GREEN, MICHELE 10.80 JULY 2019 GIFT SHOP 499883 8.26.19 5101.4413 ART WORK SOLD ART CENTER REVENUES 10.80 438761 8/29/2019 145757 GUENTHNER, JAMES 509.68 499742 105670-20361000 2 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 509.68 438762 8/29/2019 145740 GUNNER INSULATION COMPANY, LLC 850.00 INSULATING BUILDING 499837 1856122 5934.6180 CONTRACTED REPAIRS STORM LIFT STATION MAINT 850.00 438763 8/29/2019 129108 HAAG COMPANIES INC. 25.20 SOD 500120 2-233624 5913.6543 SOD & BLACK DIRT DISTRIBUTION 10.80 SOD 500108 2-235152 5913.6543 SOD & BLACK DIRT DISTRIBUTION 36.00 438764 8/29/2019 142915 HABITAT CUSTOM HOME BUILDERS 10,000.00 ESCROW REFUND 499805 ED161635 1495.4109 CONSTRUCTION DEPOSIT INSPECTIONS 10,000.00 438765 8/29/2019 145782 HARDCASTLE, CHARLIE 65.69 499767 117536-15073800 2 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 65.69 438766 8/29/2019 145766 HART, JOSEPH 153.00 499758 116864-16120600 2 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 153.00 438767 8/29/2019 100797 HAWKINS INC. 7,511.47 WATER TREATMENT SUPPLIES 500118 4560429 5915.6586 WATER TREATMENT SUPPLIES WATER TREATMENT 7,511.47 438768 8/29/2019 145807 HAYEK, VIRGINIA 74.00 REFUND-TRIP CANCELLED 499754 08222019 1628.4392.07 SENIOR TRIPS SENIOR CITIZENS 8/29/2019CITY OF EDINA 14:41:05R55CKR2LOGIS101 35Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/29/20198/22/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 438768 8/29/2019 145807 HAYEK, VIRGINIA Continued... 74.00 438769 8/29/2019 115377 HENRICKSEN PSG 1,649.67 ASSESING/PLANNING CHAIRS 500114 677185 1551.6406 GENERAL SUPPLIES CITY HALL GENERAL 3,244.45 CHAIRS TO HR 500114 677185 1551.6103 PROFESSIONAL SERVICES CITY HALL GENERAL 5,498.90 ASSESING/PLANNING CHAIRS 500114 677185 1190.6103 PROFESSIONAL SERVICES ASSESSING 10,393.02 438770 8/29/2019 104375 HOHENSTEINS INC. 1,518.00 500017 157965 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 1,354.50 499669 157968 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 55.20 499668 157969 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 2,927.70 438771 8/29/2019 100417 HORIZON COMMERCIAL POOL SUPPLY 4,140.50 CHLORINE TABS, ACID 499897 190731056 5311.6545 CHEMICALS POOL OPERATION 4,140.50 438772 8/29/2019 124698 HOYE, PAMELA 22.71 JULY 2019 GIFT SHOP 499884 8.26.19 5101.4413 ART WORK SOLD ART CENTER REVENUES 22.71 438773 8/29/2019 142744 HP INC. 381.10 MONITORS FOR SHAWN ANDERSON 499808 9009062847 1314.6406 GENERAL SUPPLIES STREET RENOVATION 1,295.01 COMM FOUNDATION LAPTOP 499615 9009151334 1554.6710 EQUIPMENT REPLACEMENT CENT SERV GEN - MIS 1,676.11 438774 8/29/2019 139019 IHEARTMEDIA INC. 2,820.00 499812 4514269589 5410.6122 ADVERTISING OTHER GOLF ADMINISTRATION 2,820.00 438775 8/29/2019 131544 INDEED BREWING COMPANY 367.30 499681 77942 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 306.60 500019 81273 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 252.00 499712 81274 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 774.05 500018 81275 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 1,699.95 438776 8/29/2019 104572 INVISIBLE FENCE CO. OF MN 110.00 499829 255639 01452.1705.21 CONSULTING INSPECTION Indian Trails B/C 8/29/2019CITY OF EDINA 14:41:05R55CKR2LOGIS101 36Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/29/20198/22/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 438776 8/29/2019 104572 INVISIBLE FENCE CO. OF MN Continued... 110.00 438777 8/29/2019 104198 JACK MCCLARD & ASSOCIATES INC. 5,000.00-HOIST TRADE IN 499482 11332 1553.6585 ACCESSORIES EQUIPMENT OPERATION GEN 7,685.00 HOIST 499876 23851 1553.6585 ACCESSORIES EQUIPMENT OPERATION GEN 2,685.00 438778 8/29/2019 100828 JERRY'S FOODS 4.99 ICE FOR PARADE WATER 499974 009-00419359 1400.6406 GENERAL SUPPLIES POLICE DEPT. GENERAL 4.99 438779 8/29/2019 145796 JESSE TERBIL SAFE BASEMENTS OF MN 130.64 REFUND 80% OF PERMIT FEE 499685 ED170696 1495.4111 BUILDING PERMITS INSPECTIONS 130.64 438780 8/29/2019 100741 JJ TAYLOR DIST. OF MINN 2,050.55 499715 3011840 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 1,618.29 499713 3011841 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 1,567.40 500021 3011842 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 78.45 500020 3011843 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 136.05 499714 3011844 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 5,450.74 438781 8/29/2019 100835 JOHNSON BROTHERS LIQUOR CO. 3.57 500036 1365844 5862.5512 COST OF GOODS SOLD LIQUOR VERNON SELLING 261.00 500036 1365844 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 1.19 500029 1365873 5822.5512 COST OF GOODS SOLD LIQUOR 50TH ST SELLING 237.00 500029 1365873 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 2.38 500030 1365875 5862.5512 COST OF GOODS SOLD LIQUOR VERNON SELLING 474.00 500030 1365875 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 2.38 500023 1365876 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 160.15 500023 1365876 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 2.38 500026 1365877 5822.5512 COST OF GOODS SOLD LIQUOR 50TH ST SELLING 190.99 500026 1365877 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 1.19 500028 1365878 5822.5512 COST OF GOODS SOLD LIQUOR 50TH ST SELLING 80.00 500028 1365878 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 2.38 500022 1365879 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 169.60 500022 1365879 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 5.95 500024 1365880 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 304.40 500024 1365880 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 8/29/2019CITY OF EDINA 14:41:05R55CKR2LOGIS101 37Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/29/20198/22/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 438781 8/29/2019 100835 JOHNSON BROTHERS LIQUOR CO.Continued... 3.57 500025 1365881 5822.5512 COST OF GOODS SOLD LIQUOR 50TH ST SELLING 329.75 500025 1365881 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 1.78 500027 1365882 5822.5512 COST OF GOODS SOLD LIQUOR 50TH ST SELLING 213.44 500027 1365882 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 3.57 500035 1365883 5862.5513 COST OF GOODS SOLD WINE VERNON SELLING 272.49 500035 1365883 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 10.71 500038 1365885 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 403.70 500038 1365885 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 15.47 500042 1365887 5842.5512 COST OF GOODS SOLD LIQUOR YORK SELLING 1,486.47 500042 1365887 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 33.91 500040 1365888 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 3,048.25 500040 1365888 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 14.28 500041 1365889 5842.5512 COST OF GOODS SOLD LIQUOR YORK SELLING 1,034.00 500041 1365889 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 19.04 500039 1365890 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 1,004.56 500039 1365890 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 6.07 500044 1365891 5842.5512 COST OF GOODS SOLD LIQUOR YORK SELLING 526.70 500044 1365891 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 16.86 500043 1365892 5842.5512 COST OF GOODS SOLD LIQUOR YORK SELLING 2,065.71 500043 1365892 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 1.19 500037 1365897 5862.5515 COST OF GOODS SOLD MIX VERNON SELLING 37.00 500037 1365897 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 20.82 500034 1365898 5862.5512 COST OF GOODS SOLD LIQUOR VERNON SELLING 2,211.46 500034 1365898 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 35.70 500033 1365899 5862.5513 COST OF GOODS SOLD WINE VERNON SELLING 2,577.40 500033 1365899 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 1.19 500032 1365902 5862.5512 COST OF GOODS SOLD LIQUOR VERNON SELLING 88.00 500032 1365902 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 20.82 500031 1365903 5862.5512 COST OF GOODS SOLD LIQUOR VERNON SELLING 2,661.27 500031 1365903 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 27.67-499716 561175 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 20,036.07 438782 8/29/2019 145786 JOHNSON, NEAL 72.14 499771 00077116-033104 6005 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 72.14 438783 8/29/2019 145755 JUDGE, PATRICK 307.03 499740 00116666-029042 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 8/29/2019CITY OF EDINA 14:41:05R55CKR2LOGIS101 38Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/29/20198/22/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 438783 8/29/2019 145755 JUDGE, PATRICK Continued... 5004 307.03 438784 8/29/2019 145804 KAISER, ALICE 74.00 REFUND-TRIP CANCELLED 499751 08222019 1628.4392.07 SENIOR TRIPS SENIOR CITIZENS 74.00 438785 8/29/2019 137597 KARTAK, STEPHEN 244.76 MILEAGE REIMBURSEMENT 499806 08202019 1495.6558 DEPT UNIFORMS INSPECTIONS 244.76 438786 8/29/2019 144983 KLEIN UNDERGROUND, LLC 5,415.00 6505 MCCAULEY TRL(N BOUND)499909 79132 04451.1705 CONSTR. IN PROGRESS Pond & Outlet Maintenance 2019 3,359.00 6442 MCCAULEY TRL(N BOUND)499908 79133 04451.1705 CONSTR. IN PROGRESS Pond & Outlet Maintenance 2019 4,910.50 6453 MCCAULEY TRL(N BOUND)499907 79134 04451.1705 CONSTR. IN PROGRESS Pond & Outlet Maintenance 2019 3,379.00 MS4 REPAIR MCCAULEY TRL & W TR 499906 79135 04451.1705 CONSTR. IN PROGRESS Pond & Outlet Maintenance 2019 3,391.00 MCCAULEY TRL AND SIOUX TR 499910 79136 04451.1705 CONSTR. IN PROGRESS Pond & Outlet Maintenance 2019 20,454.50 438787 8/29/2019 139640 KOEHLER, THOMAS 200.00 EVENT PAYMNET 499843 819 5412.6136 PROFESSIONAL SVC - OTHER GOLF INSTRUCTION 221.00 DUES 499844 81919 5412.6105 DUES & SUBSCRIPTIONS GOLF INSTRUCTION 421.00 438788 8/29/2019 105887 KOESSLER, JOE 314.00 AQUARIUM MAINTENANCE 499616 08012019 1628.6103 PROFESSIONAL SERVICES SENIOR CITIZENS 314.00 438789 8/29/2019 145801 KOTSKA, DEE 165.00 EAC GALLERY SALES 2019 499690 8.21.19 5101.4413 ART WORK SOLD ART CENTER REVENUES 165.00 438790 8/29/2019 145756 LAGERSTROM, ED 375.00 499741 00110366-020136 1007 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 375.00 438791 8/29/2019 100849 LAKELAND ENGINEERING 525.60 SOLENOID FOR PRE LUBE LINE 499795 12330395-01 5911.6530 REPAIR PARTS WELL PUMPS 525.60 8/29/2019CITY OF EDINA 14:41:05R55CKR2LOGIS101 39Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/29/20198/22/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 438791 8/29/2019 100849 LAKELAND ENGINEERING Continued... 438792 8/29/2019 145778 LAVELLE, ERIN 32.66 499784 00122565-020124 3001 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 32.66 438793 8/29/2019 145780 LAVOIE, DONN 38.79 499765 76812-111034005 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 38.79 438794 8/29/2019 100852 LAWSON PRODUCTS INC. 697.01 COUPLERS, SCREWS, PINS, NUTS 499617 9306950211 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 63.32 ELBOW 500099 9306960440 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 673.16 FITTINGS, ADAPTERS, NUTS 500102 9306964130 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 1,433.49 438795 8/29/2019 135867 LIBATION PROJECT 3.00 500045 24061 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 320.00 500045 24061 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 323.00 438796 8/29/2019 145771 LIOU, HSING-KUEN 6.80 499763 00118315-033086 8002 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 6.80 438797 8/29/2019 145792 LITWIN, MICHAEL 90.08 499775 00114580-030419 4002 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 90.08 438798 8/29/2019 141916 LUPULIN BREWING 180.00 500046 23112 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 130.00 500047 23113 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 310.00 438799 8/29/2019 145758 LUTZKE, DAVID 950.00 499743 116845-30673104 3 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 950.00 8/29/2019CITY OF EDINA 14:41:05R55CKR2LOGIS101 40Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/29/20198/22/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 438799 8/29/2019 145758 LUTZKE, DAVID Continued... 438800 8/29/2019 129657 M.S. INDUSTRIES INC. 3,880.90 MILLING BITS 499878 305668 1314.6518 BLACKTOP STREET RENOVATION 3,880.90 438801 8/29/2019 145769 MA, LINAN 150.00 499761 00118678-030440 0002 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 150.00 438802 8/29/2019 100864 MACQUEEN EQUIPMENT INC. 193.80 SKIDS FOR SEWER CLEANING 499793 P21781 5920.6406 GENERAL SUPPLIES SEWER CLEANING 193.80 438803 8/29/2019 134063 MANSFIELD OIL COMPANY 12,376.00 FUEL 499904 551739 1553.6581 GASOLINE EQUIPMENT OPERATION GEN 1,997.60 FUEL 499879 553922 1553.6581 GASOLINE EQUIPMENT OPERATION GEN 14,373.60 438804 8/29/2019 145751 MARAGOS, BESSE 181.13 499736 83540-202944001 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 181.13 438805 8/29/2019 145791 MARIE, JAN 50.00 499774 00109660-030701 3004 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 50.00 438806 8/29/2019 122554 MATHESON TRI-GAS INC. 47.30 OXYGEN - ST. 2 499693 20130559 1470.6510 FIRST AID SUPPLIES FIRE DEPT. GENERAL 47.30 438807 8/29/2019 145776 MAYMIR, RAQUEL 31.94 499782 00090384-020020 8006 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 31.94 438808 8/29/2019 142910 MCMANAMON, KERSTEN 104.86 499963 08212019 1120.6107 MILEAGE OR ALLOWANCE ADMINISTRATION 104.86 8/29/2019CITY OF EDINA 14:41:05R55CKR2LOGIS101 41Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/29/20198/22/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 438808 8/29/2019 142910 MCMANAMON, KERSTEN Continued... 438809 8/29/2019 102281 MENARDS 18.84 PIPE SUPPLIES 500109 3773 5913.6406 GENERAL SUPPLIES DISTRIBUTION 18.84 438810 8/29/2019 100885 METRO SALES INC 2,244.30 QTRLY HP SERVICE 499618 INV1405331 1554.6230 SERVICE CONTRACTS EQUIPMENT CENT SERV GEN - MIS 2,244.30 438811 8/29/2019 102729 METROPOLITAN FORD OF EDEN PRAIRIE 264.76 WHEEL ASY 496797 514654 1553.6583 TIRES & TUBES EQUIPMENT OPERATION GEN 79.56 LATCH 496939 514882 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 349.90 CONVERTER, NUTS 500092 515075 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 49.27 LAMP ASY 499620 515281 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 70.72 TUBE ASY 499619 515348 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 154.12 SHAFT ASY 499621 515371 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 13.60 GASKET 500091 515456 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 80.00-CREDIT MEMO 496794 CM513959 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 715.00-CREDIT MEMO 496793 CM514506 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 80.00-CREDIT MEMO 496795 CM514575 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 31.74-CREDIT MEMO 496796 CM514778 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 75.19 438812 8/29/2019 145764 MEYER, ROBERT 150.00 499750 83745-159026219 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 150.00 438813 8/29/2019 104650 MICRO CENTER 9.99 IT SUPPLIES 500145 7726595 1554.6406 GENERAL SUPPLIES CENT SERV GEN - MIS 9.99 438814 8/29/2019 122473 MILLER, KATHERINE 2.37 JULY 2019 GIFT SHOP 499885 8.26.19 5101.4413 ART WORK SOLD ART CENTER REVENUES 2.37 438815 8/29/2019 101225 MILLERBERND 2,336.00 WVV TRAFFIC SIGNAL/ADA EQUIP 499684 149801 9235.6710 EQUIPMENT REPLACEMENT VALLEY VIEW/WOODDALE TIF DIST 2,336.00 438816 8/29/2019 100522 MINNESOTA AIR INC. 8/29/2019CITY OF EDINA 14:41:05R55CKR2LOGIS101 42Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/29/20198/22/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 438816 8/29/2019 100522 MINNESOTA AIR INC.Continued... 2.51 PW EXH 500148 1666693-00 1552.6406 GENERAL SUPPLIES CENT SVC PW BUILDING 2.51 438817 8/29/2019 101686 MINNESOTA MUNICIPAL BEVERAGE ASSN 2,166.66 499790 ANNUAL DUES 2019 5820.6105 DUES & SUBSCRIPTIONS 50TH STREET GENERAL 2,166.67 499790 ANNUAL DUES 2019 5840.6105 DUES & SUBSCRIPTIONS LIQUOR YORK GENERAL 2,166.67 499790 ANNUAL DUES 2019 5860.6105 DUES & SUBSCRIPTIONS VERNON LIQUOR GENERAL 6,500.00 438818 8/29/2019 128914 MINUTEMAN PRESS 235.75 POST CARD MAILING NFD 499807 28104 1495.6575 PRINTING INSPECTIONS 235.75 438819 8/29/2019 101385 MITY-LITE INC 1,605.09 TABLES 499622 00096118 1643.6406 GENERAL SUPPLIES Greenhouse and horticulture 1,605.09 438820 8/29/2019 140955 MODIST BREWING LLC 245.25 500057 7173 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 245.25 438821 8/29/2019 122019 MOORE CREATIVE TALENT, INC. 1,380.00 ACTORS FOR PSA 499961 145523 1130.6410 VIDEO PRODUCTION SUPPLIES COMMUNICATIONS 1,380.00 438822 8/29/2019 140375 MOORE, JONATHAN 15.00 BAG FOR EQUIPMENT 499689 20190820 1261.6406 GENERAL SUPPLIES CONSTRUCTION MANAGEMENT 15.00 438823 8/29/2019 120024 MULCAHY COMPANY INC. 400.00 499919 0358035 7412.6530 REPAIR PARTS PSTF RANGE 863.19 APACHE LIFT VFD 499697 370601 5923.6530 REPAIR PARTS COLLECTION SYSTEMS 1,263.19 438824 8/29/2019 124121 MULLANEY, MARLA 2.97 JULY 2019 GIFT SHOP 499886 8.26.19 5101.4413 ART WORK SOLD ART CENTER REVENUES 2.97 8/29/2019CITY OF EDINA 14:41:05R55CKR2LOGIS101 43Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/29/20198/22/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 438824 8/29/2019 124121 MULLANEY, MARLA Continued... 438825 8/29/2019 100920 NAPA AUTO PARTS 65.98 HI AMP FLUSH MOUNT 500097 02122-499488I 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 65.98 438826 8/29/2019 141215 NEGOCE LLC 3.00 499670 343601 5862.5512 COST OF GOODS SOLD LIQUOR VERNON SELLING 299.94 499670 343601 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 3.00 499717 INV343606 5822.5512 COST OF GOODS SOLD LIQUOR 50TH ST SELLING 299.94 499717 INV343606 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 605.88 438827 8/29/2019 132644 NELSON LINDALL, ALICE 36.00 JULY 2019 GIFT SHOP 499887 8.26.19 5101.4413 ART WORK SOLD ART CENTER REVENUES 36.00 438828 8/29/2019 145794 NELSON, MICHAEL 165.00 499965 08192019 1490.4171 FOOD ESTABLISHMENT LICENSE PUBLIC HEALTH 165.00 438829 8/29/2019 144475 NEOLOGY INC. 2,010.00 LPR CAMERA FOR DWI CAR 500146 2826 2340.6406 GENERAL SUPPLIES DWI FORFEITURE 2,010.00 438830 8/29/2019 100763 NEOPOST USA INC 300.49 NEOPOST 499813 15806469 1554.6230 SERVICE CONTRACTS EQUIPMENT CENT SERV GEN - MIS 300.49 438831 8/29/2019 100076 NEW FRANCE WINE CO. 10.00 500049 147102 5862.5513 COST OF GOODS SOLD WINE VERNON SELLING 488.00 500049 147102 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 4.00 500048 147109 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 224.00 500048 147109 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 12.00 499718 147112 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 564.00 499718 147112 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 1,302.00 438832 8/29/2019 145798 NEWMAN, OLIVIA 423.98 SUMMER MILEAGE REIMBRUSEMENT 499867 08202019 1624.6107 MILEAGE OR ALLOWANCE PLAYGROUND & THEATER 423.98 8/29/2019CITY OF EDINA 14:41:05R55CKR2LOGIS101 44Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/29/20198/22/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 438832 8/29/2019 145798 NEWMAN, OLIVIA Continued... 438833 8/29/2019 145750 NIELSON, SUSAN 175.00 499735 89196-341997003 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 175.00 438834 8/29/2019 104350 NIKE USA INC. 222.11 MERCHANDISE 500125 9937389238 5400.1356 INVENTORY SUPPLIES GOLF BALANCE SHEET 1,193.38 MERCHANDISE 500124 9937451374 5400.1356 INVENTORY SUPPLIES GOLF BALANCE SHEET 1,415.49 438835 8/29/2019 142201 NORTHWEST LIGHTING SYSTEMS CO. 190.00 SOCKET REDUCERS STREET LIGHTS 499623 112999 1322.6406 GENERAL SUPPLIES STREET LIGHTING ORNAMENTAL 190.00 438836 8/29/2019 102712 OFFICE OF MN.IT SERVICES 65.33 LANGUAGE LINE 499972 W19070648 1400.6204 TELETYPE SERVICE POLICE DEPT. GENERAL 65.33 438837 8/29/2019 100936 OLSEN CHAIN & CABLE, INC. 47.97 NET CABLE 499818 642287 5521.6406 GENERAL SUPPLIES ARENA ICE MAINT 47.97 438838 8/29/2019 145799 OLSON, STEVE 24.00 PARKING FOR TRAINING CLASS 499841 82119 1160.6104 CONFERENCES & SCHOOLS FINANCE 24.00 438839 8/29/2019 141965 OMNI BREWING COMPANY LLC 159.00 500050 E-5300 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 135.00 500051 E-5302 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 294.00 438840 8/29/2019 141990 OMODT & ASSOCIATES 1,850.00 CRISIS COMMUNICATIONS CONSULTI 500155 2019-7 1130.6103 PROFESSIONAL SERVICES COMMUNICATIONS 2,200.00 CM/ACM SOCIAL MEDIA CONSULTANT 500155 2019-7 1120.6103 PROFESSIONAL SERVICES ADMINISTRATION 4,050.00 438841 8/29/2019 144339 ORION 4500 FRANCE LLC 121,051.34 PASSTHROUGH GRANT 499915 82619 4432.6710 EQUIPMENT REPLACEMENT RDBG Grant - 4500 France 121,051.34 8/29/2019CITY OF EDINA 14:41:05R55CKR2LOGIS101 45Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/29/20198/22/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 438842 8/29/2019 145760 PAHOS, DAVID Continued... 115.00 499745 123703-16081800 4 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 115.00 438843 8/29/2019 102440 PASS, GRACE 42.00 JULY 2019 GIFT SHOP 499888 8.26.19 5101.4413 ART WORK SOLD ART CENTER REVENUES 42.00 438844 8/29/2019 100347 PAUSTIS WINE COMPANY 5.25 499719 61099 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 373.00 499719 61099 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 82.25 500052 61100 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 5.25 499720 61117 5862.5513 COST OF GOODS SOLD WINE VERNON SELLING 264.00 499720 61117 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 729.75 438845 8/29/2019 100945 PEPSI-COLA COMPANY 210.50 PEPSI PRODUCT 500156 25462301 4075.6406 GENERAL SUPPLIES VANVALKENBURG 449.00 500053 3397254 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 509.77 SODA AND WATER 500152 67337761 5761.5510 COST OF GOODS SOLD CENTENNIAL LAKES OPERATING 588.05 CONCESSIONS FOOD 499815 67809656 5520.5510 COST OF GOODS SOLD ARENA CONCESSIONS 192.89 PEPSI 499895 69190054 5730.5510 COST OF GOODS SOLD EDINBOROUGH CONCESSIONS 1,950.21 438846 8/29/2019 138081 PETERSON SALT & WATER TREATMENT 85.80 SALT - ST. 1 499694 170385 1470.6406 GENERAL SUPPLIES FIRE DEPT. GENERAL 85.80 438847 8/29/2019 100743 PHILLIPS WINE & SPIRITS 4,125.04 499683 2508138 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 1.19 500060 2608385 5862.5515 COST OF GOODS SOLD MIX VERNON SELLING 129.50 500060 2608385 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 28.56 500059 2608386 5862.5513 COST OF GOODS SOLD WINE VERNON SELLING 1,559.16 500059 2608386 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 10.71 500054 2608388 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 544.25 500054 2608388 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 7.14 500055 2608389 5822.5512 COST OF GOODS SOLD LIQUOR 50TH ST SELLING 350.76 500055 2608389 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 1.19 500056 2608390 5822.5512 COST OF GOODS SOLD LIQUOR 50TH ST SELLING 18.00 500056 2608390 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 8/29/2019CITY OF EDINA 14:41:05R55CKR2LOGIS101 46Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/29/20198/22/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 438847 8/29/2019 100743 PHILLIPS WINE & SPIRITS Continued... 42.83 500062 2608391 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 2,141.75 500062 2608391 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 9.52 500063 2608392 5842.5512 COST OF GOODS SOLD LIQUOR YORK SELLING 646.10 500063 2608392 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 282.00 500058 260845 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 162.38 500061 2609354 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 10,060.08 438848 8/29/2019 100119 PING 333.58 MERCHANDISE 500127 14894772 5400.1356 INVENTORY SUPPLIES GOLF BALANCE SHEET 333.58 438849 8/29/2019 100958 PLUNKETT'S PEST CONTROL 62.40 499836 6374774 5111.6103 PROFESSIONAL SERVICES ART CENTER BLDG/MAINT 62.40 438850 8/29/2019 145797 POLLOCK, RACHEL 14.00 REFUND - DAMAGE DEPOSIT 499686 092019 1000.2039 SALES & USE TAX PAYABLE GENERAL FUND BALANCE SHEET 186.00 REFUND - DAMAGE DEPOSIT 499686 092019 1000.2065 DEPOSITS PAYABLE GENERAL FUND BALANCE SHEET 200.00 438851 8/29/2019 145788 POSTIC, CINDY 705.00 SAMPLE CLOTHING 499845 81919 5400.1356 INVENTORY SUPPLIES GOLF BALANCE SHEET 705.00 438852 8/29/2019 130212 POWDER COATING TECHNOLOGIES 3,875.00 PW OUTDOOR FURNITURE 500115 22715 1552.6406 GENERAL SUPPLIES CENT SVC PW BUILDING 3,875.00 438853 8/29/2019 145784 POWELL, DANA 77.99 499769 00084190-029005 7009 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 77.99 438854 8/29/2019 139009 RAINBOW LAWNCARE 668.00 UTLEY ELM TREATMENTS 499624 I358833 1644.6103 PROFESSIONAL SERVICES TREES & MAINTENANCE 668.00 438855 8/29/2019 138298 RED BULL DISTRIBUTION COMPANY INC. 435.00 500065 K-51693404 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 8/29/2019CITY OF EDINA 14:41:05R55CKR2LOGIS101 47Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/29/20198/22/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 438855 8/29/2019 138298 RED BULL DISTRIBUTION COMPANY INC.Continued... 48.67-500064 K-51693405 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 386.33 438856 8/29/2019 145772 REFIND LLC 13.79 499764 124321-12020400 0 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 13.79 438857 8/29/2019 102408 RIGID HITCH INCORPORATED 19.97 BATTERY 500101 1928188609 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 44.97 TOW RING 500103 1928189680 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 131.16 RECEIVER 500104 1928189681 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 196.10 438858 8/29/2019 124119 RJM DISTRIBUTING INC. 114.90 500066 IND019679 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 114.90 438859 8/29/2019 127774 ROOTSTOCK WINE COMPANY 2.04-499546 19-14494 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 1.50 500067 19-14828 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 123.96 500067 19-14828 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 123.42 438860 8/29/2019 100982 ROTO-ROOTER 549.00 TOILET REPAIR 499827 04821167221 5424.6180 CONTRACTED REPAIRS RANGE 549.00 438861 8/29/2019 145783 RUMMLER, WILLIAM 76.95 499768 98755-160562716 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 76.95 438862 8/29/2019 100988 SAFETY KLEEN 1,049.38 GREASE 500107 80668372-190391 7362 1553.6584 LUBRICANTS EQUIPMENT OPERATION GEN 1,049.38 438863 8/29/2019 138175 SAN SOLEIL 101.05 MERCHANDISE 500123 93997 5400.1356 INVENTORY SUPPLIES GOLF BALANCE SHEET 101.05 8/29/2019CITY OF EDINA 14:41:05R55CKR2LOGIS101 48Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/29/20198/22/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 438863 8/29/2019 138175 SAN SOLEIL Continued... 438864 8/29/2019 145781 SAVELLI, ALEXANDRE 44.65 499766 121858-11137700 0 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 44.65 438865 8/29/2019 100995 SEH 2,390.62 499625 372270 07154.1705.20 CONSULTING DESIGN City Hall Speed Bump Project 127.26 INTERLACHEN/VERNON 499828 372272 07159.1705.21 CONSULTING INSPECTION Vernon/Interlachen Intersectio 9,290.47 INTERLACHEN/VERNON 499828 372272 05578.1705.21 CONSULTING INSPECTION Vernon Interlachen WM 254.70 INTERLACHEN/VERNON 499828 372272 04450.1705.21 CONSULTING INSPECTION Vernon/Interlachen Intersectio 3,054.24 INTERLACHEN/VERNON REBUILD 499828 372272 9232.6710 EQUIPMENT REPLACEMENT CENTENNIAL TIF DISTRICT 10,426.99 499870 372273 03510.1705.20 CONSULTING DESIGN SS Trunk Ext - York Phase 1 3,750.00 GOLF DOME PARKING STUDY 499674 372278 5210.6103 PROFESSIONAL SERVICES GOLF DOME PROGRAM 7,241.66 499871 372580 03510.1705.20 CONSULTING DESIGN SS Trunk Ext - York Phase 1 36,535.94 438866 8/29/2019 144371 SENTEXT 299.00 SENTEXT SUNSCRIPTION 499952 97341 1554.6124 WEB DEVELOPMENT CENT SERV GEN - MIS 299.00 438867 8/29/2019 101106 SERVICEMASTER 750.00 RAMP TRASH ROOM CLEANING 500157 63222 4090.6103 PROFESSIONAL SERVICES 50TH&FRANCE MAINTENANCE 750.00 438868 8/29/2019 120784 SIGN PRO 98.98 EEC BUSINESS REC DECALS 499811 14405 1120.6218 EDUCATION PROGRAMS ADMINISTRATION 76.62 CC SIGN 500128 14450 5410.6122 ADVERTISING OTHER GOLF ADMINISTRATION 175.60 438869 8/29/2019 137482 SITEONE LANDSCAPE SUPPLY LLC 191.11 TURF PAINT 500138 93750861-001 5422.6406 GENERAL SUPPLIES MAINT OF COURSE & GROUNDS 191.11 438870 8/29/2019 145777 SKOLGAND, LAWRENCE 32.42 499783 00084202-029006 8006 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 32.42 438871 8/29/2019 100430 SNAP-ON INDUSTRIAL 8/29/2019CITY OF EDINA 14:41:05R55CKR2LOGIS101 49Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/29/20198/22/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 438871 8/29/2019 100430 SNAP-ON INDUSTRIAL Continued... 418.48 SOCKET SETS, JOINT SET 500132 ARV/40952627 1553.6556 TOOLS EQUIPMENT OPERATION GEN 418.48 438872 8/29/2019 127878 SOUTHERN WINE AND SPIRITS .80 499589 1855493 5842.5512 COST OF GOODS SOLD LIQUOR YORK SELLING 203.00 499589 1855493 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 9.60 499588 1855494 5842.5515 COST OF GOODS SOLD MIX YORK SELLING 270.00 499588 1855494 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET .80 500069 1856704 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 172.00 500069 1856704 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET .80 500071 1856705 5822.5512 COST OF GOODS SOLD LIQUOR 50TH ST SELLING 143.00 500071 1856705 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 8.00 500068 1856706 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 1,344.00 500068 1856706 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 1.40 500070 1856707 5822.5512 COST OF GOODS SOLD LIQUOR 50TH ST SELLING 462.35 500070 1856707 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET .80 499725 1856708 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 140.00 499725 1856708 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 14.40 499722 1856709 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 1,915.42 499722 1856709 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 2.88 499723 1856710 5842.5512 COST OF GOODS SOLD LIQUOR YORK SELLING 546.17 499723 1856710 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 8.41 499724 1856711 5842.5512 COST OF GOODS SOLD LIQUOR YORK SELLING 1,112.08 499724 1856711 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET .80 499726 1856712 5862.5513 COST OF GOODS SOLD WINE VERNON SELLING 88.00 499726 1856712 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 27.20 499730 1856713 5862.5513 COST OF GOODS SOLD WINE VERNON SELLING 2,710.00 499730 1856713 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET .16 499727 1856714 5862.5512 COST OF GOODS SOLD LIQUOR VERNON SELLING 53.52 499727 1856714 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 3.20 499729 1856715 5862.5513 COST OF GOODS SOLD WINE VERNON SELLING 240.00 499729 1856715 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 5.00 499728 1856716 5862.5512 COST OF GOODS SOLD LIQUOR VERNON SELLING 959.22 499728 1856716 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 1.60 500072 1858124 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 300.00 500072 1858124 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 2.40 500073 1858125 5842.5512 COST OF GOODS SOLD LIQUOR YORK SELLING 450.00 500073 1858125 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 254.00-499721 51005 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 10,943.01 8/29/2019CITY OF EDINA 14:41:05R55CKR2LOGIS101 50Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/29/20198/22/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 438872 8/29/2019 127878 SOUTHERN WINE AND SPIRITS Continued... 438873 8/29/2019 110977 SOW, ADAMA 33.00 GIFT SHOP 7/19 BLUE MIRROR 499889 8.26.19 5101.4413 ART WORK SOLD ART CENTER REVENUES 33.00 438874 8/29/2019 129891 SPACK CONSULTING 1,000.00 TRAFFIC STUDY SEMINAR 500149 6486 1262.6103 PROFESSIONAL SERVICES TRANSPORTATION 1,000.00 438875 8/29/2019 105193 SPAIN, MARK 1,480.00 TREE TRIMMING THIS SPRING 500143 05012019 5422.6541 PLANTINGS & TREES MAINT OF COURSE & GROUNDS 1,480.00 438876 8/29/2019 101016 SRF CONSULTING GROUP INC 2,876.08 NORTH RAMP EXP - OWNERS REP 499955 10930.00-23 9232.6710 EQUIPMENT REPLACEMENT CENTENNIAL TIF DISTRICT 44.63 WVV TRAFFIC SIGNAL DESIGN 499954 12409.00-6 9235.6710 EQUIPMENT REPLACEMENT VALLEY VIEW/WOODDALE TIF DIST 2,920.71 438877 8/29/2019 145759 STACK INC 92.82 499744 00125365-034043 9001 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 92.82 438878 8/29/2019 133068 STEEL TOE BREWING LLC 300.00 500074 29426 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 141.00 499731 29427 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 441.00 438879 8/29/2019 145754 STOFER, CHERIE 259.95 499739 82982-202008004 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 259.95 438880 8/29/2019 104349 STRUCTURED NETWORK SOLUTIONS, INC. 641.45 NETWORK SUPPLIES 500151 22367 5760.6513 OFFICE SUPPLIES CENTENNIAL LAKES ADMIN EXPENSE 641.45 438881 8/29/2019 140432 STUDIO TSUKE 5,000.00 TRANQUILITY GARDEN DESIGN 499873 19-0001 1600.6103 PROFESSIONAL SERVICES PARK ADMIN. GENERAL 5,000.00 8/29/2019CITY OF EDINA 14:41:05R55CKR2LOGIS101 51Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/29/20198/22/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 438882 8/29/2019 145785 STUSSY, DAVID Continued... 86.40 499770 00107871-020128 9006 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 86.40 438883 8/29/2019 145774 SULLIVAN, MARK 31.44 499780 00110368-020138 8006 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 31.44 438884 8/29/2019 116262 SUPER SEER CORP 254.00 SETCOM FOR HELMET 499630 66941 1400.6203 UNIFORM ALLOWANCE POLICE DEPT. GENERAL 254.00 438885 8/29/2019 145741 SURFACE PRO LLC 12,640.00 HIGHLANDS TENNIS PAINT 499899 1878 1647.6103 PROFESSIONAL SERVICES PATHS & HARD SURFACE 12,375.00 UTLEY TENNIS PAINT 499900 1879 1647.6103 PROFESSIONAL SERVICES PATHS & HARD SURFACE 25,015.00 438886 8/29/2019 145617 SWACKHAMER, CONNIE 116.05 499778 00107109-034093 4001 #2 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 116.05 438887 8/29/2019 145773 SWANSTROM, JOEL 30.72 499779 00088209-034019 9001 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 30.72 438888 8/29/2019 145770 SWOAP, JULIE 3.82 499762 00099760-020128 3002 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 3.82 438889 8/29/2019 119864 SYSCO MINNESOTA 509.27 CONC 499898 247596547 5320.5510 COST OF GOODS SOLD POOL CONCESSIONS 697.40 CONCESSION PRODUCT 499896 247602797 5730.5510 COST OF GOODS SOLD EDINBOROUGH CONCESSIONS 1,206.67 438890 8/29/2019 122794 TENNANT SALES AND SERVICE COMPANY 3,030.59 CONTRACTED REPAIR 499905 916489374 1553.6180 CONTRACTED REPAIRS EQUIPMENT OPERATION GEN 8/29/2019CITY OF EDINA 14:41:05R55CKR2LOGIS101 52Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/29/20198/22/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 438890 8/29/2019 122794 TENNANT SALES AND SERVICE COMPANY Continued... 3,030.59 438891 8/29/2019 145787 TERRA 440.00 HYDRANT RENTAL REFUND 499682 081919 5901.4626 SALE OF WATER UTILITY REVENUES 440.00 438892 8/29/2019 120700 TIGER OAK MEDIA 765.00 499912 2019-215063 5310.6122 ADVERTISING OTHER POOL ADMINISTRATION 765.00 438893 8/29/2019 105255 TIRE TOWN INC. 536.25 RESTUD ZAM TIRES 499816 50969 5521.6215 EQUIPMENT MAINTENANCE ARENA ICE MAINT 536.25 438894 8/29/2019 138732 TRADITION WINE & SPIRITS LLC 274.00-498087 19655 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 5.00-498087 19655 5822.5512 COST OF GOODS SOLD LIQUOR 50TH ST SELLING 5.00 500075 19863 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 160.00 500075 19863 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 5.00 499591 19869 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 160.00 499591 19869 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 5.00 499671 19874 5862.5513 COST OF GOODS SOLD WINE VERNON SELLING 160.00 499671 19874 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 216.00 438895 8/29/2019 145790 TRAUN, MARK 30.63 499773 00084012-020226 4003 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 30.63 438896 8/29/2019 142791 TREE PROTECTION SERVICES 653.61 DORON PAY 2 499831 190619 EXTRA WORK 03508.1705.30 CONTRACTOR PAYMENTS Normandale Park D 653.61-DORON PAY 2 499831 190619 EXTRA WORK 04434.1705.30 CONTRACTOR PAYMENTS Normandale Park D 5,000.00 DORON PAY 2 499831 190619 EXTRA WORK 04434.1705.30 CONTRACTOR PAYMENTS Normandale Park D 5,000.00 438897 8/29/2019 145765 TRIMBLE, JOSEPH 8/29/2019CITY OF EDINA 14:41:05R55CKR2LOGIS101 53Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/29/20198/22/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 438897 8/29/2019 145765 TRIMBLE, JOSEPH Continued... 150.00 499747 122415-30550000 8 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 150.00 438898 8/29/2019 139024 TRUE SEED & SUPPLY 980.00 EROSION CONTROL 499631 1756 1643.6406 GENERAL SUPPLIES Greenhouse and horticulture 980.00 438899 8/29/2019 141269 TSYS|CAYAN 69.90 499639 1110343 5822.6105 DUES & SUBSCRIPTIONS 50TH ST SELLING 673.00 499640 1112409 5862.6105 DUES & SUBSCRIPTIONS VERNON SELLING 782.30 499641 1112635 5842.6105 DUES & SUBSCRIPTIONS YORK SELLING 1,525.20 438900 8/29/2019 102150 TWIN CITY SEED CO. 587.50 SEED 499632 45374 1642.6547 SEED FIELD MAINTENANCE 587.50 438901 8/29/2019 103973 ULINE 154.78 HARD HATS 499786 111220464 5913.6610 SAFETY EQUIPMENT DISTRIBUTION 154.78 438903 8/29/2019 101058 VAN PAPER CO. 867.09 PAPER PRODUCTS 500142 511519-00 5420.6406 GENERAL SUPPLIES CLUB HOUSE 867.09 438904 8/29/2019 144209 VENN BREWING COMPANY LLC 90.00 499672 1252 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 90.00 438905 8/29/2019 101063 VERSATILE VEHICLES INC. 167.12 KEYS FOR EZ-GO CARTS 500137 27605 5420.6406 GENERAL SUPPLIES CLUB HOUSE 167.12 438906 8/29/2019 101064 VESSCO INC. 441.20 CHEMICAL PUMP REPAIR PARTS 500117 77481 5911.6406 GENERAL SUPPLIES WELL PUMPS 441.20 438907 8/29/2019 101066 VIKING ELECTRIC SUPPLY INC. 82.00 LED LIGHTS 499894 S002847748.001 5311.6406 GENERAL SUPPLIES POOL OPERATION 8/29/2019CITY OF EDINA 14:41:05R55CKR2LOGIS101 54Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/29/20198/22/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 438907 8/29/2019 101066 VIKING ELECTRIC SUPPLY INC.Continued... 444.85 EM LIGHTS BALLAST 499677 S002850306.001 5511.6406 GENERAL SUPPLIES ARENA BLDG/GROUNDS 179.55 SOCKET REDUCER STREET LIGHTS 499633 S002868625.001 1322.6406 GENERAL SUPPLIES STREET LIGHTING ORNAMENTAL 625.77 ELEC MATERIAL PD LIGHTING 499838 S002872454.001 1551.6406 GENERAL SUPPLIES CITY HALL GENERAL 1,332.17 438908 8/29/2019 144654 VINEYARD VINES LLC 51.64 MERCHANDISE 500121 1037491 5400.1356 INVENTORY SUPPLIES GOLF BALANCE SHEET 51.64 438909 8/29/2019 141052 WALLIN, LYNETTE 760.00 SIT FIT INSTRUCTOR 499847 SIT FIT JUNE-AUG 1628.6103 PROFESSIONAL SERVICES SENIOR CITIZENS 760.00 438910 8/29/2019 145793 WALTER, MATTHEW 198.81 499776 00114083-020013 7002 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 198.81 438911 8/29/2019 122059 WASHINGTON COUNTY FINANCIAL SERVICES 3,121.60 MOTOROLA CONSOLE SUPPORT FEE 499969 156210 2310.6230 SERVICE CONTRACTS EQUIPMENT E911 1,448.23 911 DATA CTR FIBER LEASE 499967 159312 2310.6188 TELEPHONE E911 4,569.83 438912 8/29/2019 123616 WATER CONSERVATION SERVICES INC. 725.10 LEAK LOCATES 499834 9751 5913.6103 PROFESSIONAL SERVICES DISTRIBUTION 725.10 438913 8/29/2019 145761 WELCH, ERIC 125.00 499746 00121412-030575 7008 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 125.00 438914 8/29/2019 145775 WETTELAND, MICHAEL 31.85 499781 00083564-020297 2006 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 31.85 438915 8/29/2019 101312 WINE MERCHANTS 8.33 500082 7248660 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 8/29/2019CITY OF EDINA 14:41:05R55CKR2LOGIS101 55Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/29/20198/22/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 438915 8/29/2019 101312 WINE MERCHANTS Continued... 384.00 500082 7248660 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 11.90 500084 7248661 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 928.00 500084 7248661 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 5.95 500083 7248662 5862.5512 COST OF GOODS SOLD LIQUOR VERNON SELLING 1,276.00 500083 7248662 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 2,614.18 438916 8/29/2019 144412 WINEBOW 8.75 500086 MN00064486 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 680.00 500086 MN00064486 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 1.75 500085 MN00064496 5862.5513 COST OF GOODS SOLD WINE VERNON SELLING 198.00 500085 MN00064496 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 3.50 499733 MN00064504 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 198.00 499733 MN00064504 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 1,090.00 438917 8/29/2019 124503 WINSUPPLY OF EDEN PRAIRIE 19.93 FLAG POLE PHOTO CELL 500147 182648 01 5511.6406 GENERAL SUPPLIES ARENA BLDG/GROUNDS 8.24 MC STRAPS 499987 182759 1551.6406 GENERAL SUPPLIES CITY HALL GENERAL 28.17 438918 8/29/2019 141271 WOLFF, MELINDA 33.00 JULY 2019 GIFT SHOP 499953 8.26.19 5101.4413 ART WORK SOLD ART CENTER REVENUES 33.00 438919 8/29/2019 130618 YOUNGSTEDTS COLLISION CENTER 4,914.00 CONTRACTED REPAIR 500106 19668 1553.6180 CONTRACTED REPAIRS EQUIPMENT OPERATION GEN 4,914.00 438920 8/29/2019 131433 Z SYSTEMS 3,521.23 COMMUNITY ROOM PROJECTOR 499635 46053 421130.6710 EQUIPMENT REPLACEMENT COMMUNICATION EQUIPMENT 3,521.23 438921 8/29/2019 120099 Z WINES USA LLC 5.00 499734 22649 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 80.00 499734 22649 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 85.00 2,862,355.68 Grand Total Payment Instrument Totals 8/29/2019CITY OF EDINA 14:41:05R55CKR2LOGIS101 56Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/29/20198/22/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 2,862,355.68 Grand Total Payment Instrument Totals Checks 2,861,824.96 Total Payments 2,861,824.96 8/29/2019CITY OF EDINA 14:41:39R55CKS2LOGIS100 1Page -Council Check SummaryNote: Payment amount may not reflect the actual amount due to data sequencing and/or data selection. 8/29/20198/22/2019 - Company Amount 50,026.2301000GENERAL FUND 2,288.5002500PEDESTRIAN AND CYCLIST SAFETY 10,058.0904200EQUIPMENT REPLACEMENT FUND 157.0005100ART CENTER FUND 9.9905300AQUATIC CENTER FUND 4,968.0605400GOLF COURSE FUND 15,173.8905500ICE ARENA FUND 82.1705550SPORTS DOME FUND 1,330.6505700EDINBOROUGH PARK FUND 7,644.7105750CENTENNIAL LAKES PARK FUND 31,036.5605800LIQUOR FUND 19,976.6905900UTILITY FUND 651.5005930STORM SEWER FUND 97.7707400PSTF AGENCY FUND Report Totals 143,501.81 8/29/2019CITY OF EDINA 14:41:37R55CKR2LOGIS101 1Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/29/20198/22/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 8546 8/22/2019 120831 1ST SCRIBE INC. 425.00 ROWAY 499465 2481751 1263.6103 PROFESSIONAL SERVICES ENVIRONMENT 425.00 8547 8/22/2019 102971 ACE ICE COMPANY 141.32 499133 2402508 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 68.50 499134 2403197 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 2.00 499365 2405086 5862.5515 COST OF GOODS SOLD MIX VERNON SELLING 75.92 499365 2405086 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 2.00 499364 2405087 5822.5515 COST OF GOODS SOLD MIX 50TH ST SELLING 25.19 499364 2405087 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 83.43 499539 2405176 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 31.70 499542 2405778 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 62.26 499541 2405783 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 68.14 499583 2405787 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 560.46 8548 8/22/2019 103680 ARAMARK REFRESHMENT SRVCS 578.47 COFFEE FOR BREAK ROOM 499320 1378424 1120.6513 OFFICE SUPPLIES ADMINISTRATION 578.47 8549 8/22/2019 100643 BARR ENGINEERING CO. 651.50 499184 23271705.00-5 04447.1705 CONSTR. IN PROGRESS Stormwater BMP Maintenance 651.50 8550 8/22/2019 101343 BEHR, JASON 1,140.30 J BEHR 2ND TUIT. REIM FOR 2019 499582 06042019 1170.6136 PROFESSIONAL SVC - OTHER HUMAN RESOURCES 1,140.30 8551 8/22/2019 101355 BELLBOY CORPORATION 1.55 499165 0078178700 5862.5513 COST OF GOODS SOLD WINE VERNON SELLING 122.00 499165 0078178700 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 13.95 499164 0078756200 5862.5512 COST OF GOODS SOLD LIQUOR VERNON SELLING 1,265.40 499164 0078756200 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 21.70 499370 0080184400 5862.5512 COST OF GOODS SOLD LIQUOR VERNON SELLING 2,289.40 499370 0080184400 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 653.90-499369 80111000 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 6.20-499369 80111000 5842.5512 COST OF GOODS SOLD LIQUOR YORK SELLING 1.55 499545 80128500 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 96.00 499545 80128500 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 23.25 499550 80176300 5842.5512 COST OF GOODS SOLD LIQUOR YORK SELLING 8/29/2019CITY OF EDINA 14:41:37R55CKR2LOGIS101 2Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/29/20198/22/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 8551 8/22/2019 101355 BELLBOY CORPORATION Continued... 2,394.25 499550 80176300 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 6.20 499368 80176500 5822.5512 COST OF GOODS SOLD LIQUOR 50TH ST SELLING 858.00 499368 80176500 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 6,433.15 8552 8/22/2019 101375 BLOOMINGTON SECURITY SOLUTIONS INC. 181.00 EHA OFFICE LOCK 499188 52194 5511.6180 CONTRACTED REPAIRS ARENA BLDG/GROUNDS 181.00 8553 8/22/2019 122688 BMK SOLUTIONS 33.57 499508 151873 1495.6406 GENERAL SUPPLIES INSPECTIONS 33.57 8554 8/22/2019 132444 BOLTON & MENK INC. 885.00 SOUTHDALE TOWER WARRANTY INSPE 499189 0237305 5914.6103 PROFESSIONAL SERVICES TANKS TOWERS & RESERVOIR 885.00 8555 8/22/2019 100648 BUSINESS ESSENTIALS 115.28 SUPPLIES 499191 WO-1015948-1 1400.6513 OFFICE SUPPLIES POLICE DEPT. GENERAL 115.28 8556 8/22/2019 130477 CLEAR RIVER BEVERAGE CO 263.40 499382 16352268 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 831.60 499562 82872250 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 1,095.00 8557 8/22/2019 132810 ECM PUBLISHERS INC. 35.70 OAK LN VARIANCE PH 499217 714313 1185.6120 ADVERTISING LEGAL LICENSING, PERMITS & RECORDS 151.20 MALIBU ROW EASEMENT VACA 499325 715827 1185.6120 ADVERTISING LEGAL LICENSING, PERMITS & RECORDS 232.05 2018 ANNUAL TIF DISCLOSURE 499323 715829 1185.6120 ADVERTISING LEGAL LICENSING, PERMITS & RECORDS 245.70 MARKET ST ROW EASEMENT VACA 499324 960733 1185.6120 ADVERTISING LEGAL LICENSING, PERMITS & RECORDS 664.65 8558 8/22/2019 100768 GARTNER REFRIGERATION & MFG INC 2,291.00 SERVICE CONTRACT 499229 W11110 5521.6215 EQUIPMENT MAINTENANCE ARENA ICE MAINT 2,291.00 8559 8/22/2019 134852 GL SPORTS CAMPS LLC 9,249.00 SKYHAWKS SUMMER 499512 20622 1626.6103 PROFESSIONAL SERVICES SPORTS CAMP 7,141.20 SKYHAWKS SUMMER 499511 20623 1626.6103 PROFESSIONAL SERVICES SPORTS CAMP 8/29/2019CITY OF EDINA 14:41:37R55CKR2LOGIS101 3Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/29/20198/22/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 8559 8/22/2019 134852 GL SPORTS CAMPS LLC Continued... 16,390.20 8560 8/22/2019 129508 IMPACT 3,329.34 499549 142098 5902.6103 PROFESSIONAL SERVICES UTILITY BILLING - FINANCE 3,329.34 8561 8/22/2019 121075 JIMMY'S JOHNNYS INC. 69.36 BIFFYS 499249 151844 5422.6182 RUBBISH REMOVAL MAINT OF COURSE & GROUNDS 69.36 8562 8/22/2019 105726 LINDMAN, DAVID 89.00 RECERT FEE 499261 SOUS46473 1400.6104 CONFERENCES & SCHOOLS POLICE DEPT. GENERAL 89.00 8563 8/22/2019 101483 MENARDS 9.99 BLEACH SPRAYER 499503 97642 5311.6406 GENERAL SUPPLIES POOL OPERATION 302.49 LEWIS PAINT SUPPLIES 499270 97729 1646.6577 LUMBER BUILDING MAINTENANCE 61.95 RAKE 499267 98056 1643.6406 GENERAL SUPPLIES Greenhouse and horticulture 308.87 LEWIS SIDING 499268 98064 1646.6406 GENERAL SUPPLIES BUILDING MAINTENANCE 26.97 SEALER 499266 98070 1647.6518 BLACKTOP PATHS & HARD SURFACE 28.31 EAST ARENA SUPPLIES 499262 98139 5521.6406 GENERAL SUPPLIES ARENA ICE MAINT 71.84 AIR FILTERS 499265 98150 5921.6406 GENERAL SUPPLIES SANITARY LIFT STATION MAINT 96.76 GARDEN SUPPLIES 499269 98176 1643.6406 GENERAL SUPPLIES Greenhouse and horticulture 18.45 SOCKETS 499264 98219 5761.6530 REPAIR PARTS CENTENNIAL LAKES OPERATING 9.41 WASHERS 499263 98317 1552.6406 GENERAL SUPPLIES CENT SVC PW BUILDING 47.98 PVC PIPE 499517 98557 7411.6406 GENERAL SUPPLIES PSTF OCCUPANCY 16.99 LEWIS REPAIR 499344 98573 1646.6578 LAMPS & FIXTURES BUILDING MAINTENANCE 1,000.01 8564 8/22/2019 100906 MTI DISTRIBUTING INC. 998.17 REEL GRINDER PARTS 499273 1224324-00 5422.6530 REPAIR PARTS MAINT OF COURSE & GROUNDS 53.03 SHAFT, SPINDLE 499274 1227901-00 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 129.83 BATTERY 499275 1229273-00 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 129.83 BATTERY 499276 1229416-00 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 1,310.86 8565 8/22/2019 100940 OWENS COMPANIES INC. 819.00 HVAC CONTRACT 499288 84626 5761.6230 SERVICE CONTRACTS EQUIPMENT CENTENNIAL LAKES OPERATING 819.00 8/29/2019CITY OF EDINA 14:41:37R55CKR2LOGIS101 4Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/29/20198/22/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 8566 8/22/2019 129485 PAPCO INC.Continued... 49.79 CLEANING SUPPLIES 499515 212814 7411.6511 CLEANING SUPPLIES PSTF OCCUPANCY 49.79 8567 8/22/2019 106322 PROSOURCE SUPPLY 157.00 499327 158072 5110.6564 CRAFT SUPPLIES ART CENTER ADMINISTRATION 513.68 TISSUE, HAND WASH, SHAMPOO 499501 158099 5720.6406 GENERAL SUPPLIES EDINBOROUGH OPERATIONS 333.97 LINERS, FOAMY CLEANER 499506 158103 5720.6511 CLEANING SUPPLIES EDINBOROUGH OPERATIONS 483.00 TISSUE, PAPER TOWELS 499506 158103 5720.6406 GENERAL SUPPLIES EDINBOROUGH OPERATIONS 1,487.65 8568 8/22/2019 105690 PRO-TEC DESIGN INC. 2,856.00 FIRESTATION SEC UPGRADE 499294 92681 421554.6710 EQUIPMENT REPLACEMENT IT CENTRAL SERVICES EQUIPMENT 4,103.91 STA. 1 SECURITY REPAIR/UPGRADE 499346 92682 1470.6530 REPAIR PARTS FIRE DEPT. GENERAL 7,202.09 FIRESTATION SEC UPGRADE 499346 92682 421554.6710 EQUIPMENT REPLACEMENT IT CENTRAL SERVICES EQUIPMENT 5,568.59 499348 92832 5761.6406 GENERAL SUPPLIES CENTENNIAL LAKES OPERATING 19,730.59 8569 8/22/2019 100977 RICHFIELD PLUMBING COMPANY 222.00 LINK DRINKING FOUNTAINS 499296 77367 5511.6180 CONTRACTED REPAIRS ARENA BLDG/GROUNDS 222.00 8570 8/22/2019 101000 SOULO COMMUNICATIONS 99.97 BUS CARDS 499353 105918 1400.6575 PRINTING POLICE DEPT. GENERAL 99.97 8571 8/22/2019 101004 SPS COMPANIES INC. 14.89 WEST TOWER PUMP GASKET 499092 S3835450.001 5521.6406 GENERAL SUPPLIES ARENA ICE MAINT 14.89 8572 8/22/2019 101015 STREICHERS 274.89 TRAINING MAGS 499471 I1382543 1400.6203 UNIFORM ALLOWANCE POLICE DEPT. GENERAL 274.89 8573 8/22/2019 118190 TURFWERKS LLC 38.48 PIN 499304 EI09904 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 38.48 8574 8/22/2019 119454 VINOCOPIA 28.75 499426 0238724-IN 5862.5513 COST OF GOODS SOLD WINE VERNON SELLING 2,080.01 499426 0238724-IN 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 8/29/2019CITY OF EDINA 14:41:37R55CKR2LOGIS101 5Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/29/20198/22/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 8574 8/22/2019 119454 VINOCOPIA Continued... 7.50 499425 0238725-IN 5862.5515 COST OF GOODS SOLD MIX VERNON SELLING 120.00 499425 0238725-IN 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 2,236.26 8575 8/22/2019 101033 WINE COMPANY, THE 6.30 499161 116033 5862.5513 COST OF GOODS SOLD WINE VERNON SELLING 392.00 499161 116033 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 9.90 499427 116034 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 744.00 499427 116034 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 14.85 499162 116035 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 832.00 499162 116035 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 1,999.05 8576 8/29/2019 133644 A DYNAMIC DOOR CO INC. 2,081.82 STA. 1 GARAGE DOOR PM 499821 21908151 1470.6215 EQUIPMENT MAINTENANCE FIRE DEPT. GENERAL 544.48 STATION 2 GARAGE DOOR ANNUAL 499822 21908152 1470.6215 EQUIPMENT MAINTENANCE FIRE DEPT. GENERAL 2,626.30 8577 8/29/2019 102971 ACE ICE COMPANY 2.00 499968 2409650 5862.5515 COST OF GOODS SOLD MIX VERNON SELLING 124.18 499968 2409650 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 41.39 499970 2410360 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 167.57 8578 8/29/2019 100575 ALL SAFE INC. 33.30 499803 172438 5840.6215 EQUIPMENT MAINTENANCE LIQUOR YORK GENERAL 126.00 499800 172439 5820.6215 EQUIPMENT MAINTENANCE 50TH STREET GENERAL 33.30 499801 172440 5860.6215 EQUIPMENT MAINTENANCE VERNON LIQUOR GENERAL 50.10 EXTINGUISHER MAINTENANCE 499695 172521 1470.6215 EQUIPMENT MAINTENANCE FIRE DEPT. GENERAL 116.78 MONTHLY FIRE EXTINGUISHER INSP 499977 172790 5511.6103 PROFESSIONAL SERVICES ARENA BLDG/GROUNDS 152.69 EXTINGUISHER MAINTENANCE 500111 172791 1470.6215 EQUIPMENT MAINTENANCE FIRE DEPT. GENERAL 512.17 8579 8/29/2019 100646 BECKER ARENA PRODUCTS INC. 922.50 EAST CAP RAIL 499984 1019692 5521.6406 GENERAL SUPPLIES ARENA ICE MAINT 922.50 8580 8/29/2019 101355 BELLBOY CORPORATION 18.60 499998 0080291400 5862.5512 COST OF GOODS SOLD LIQUOR VERNON SELLING 2,162.00 499998 0080291400 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 8/29/2019CITY OF EDINA 14:41:37R55CKR2LOGIS101 6Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/29/20198/22/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 8580 8/29/2019 101355 BELLBOY CORPORATION Continued... 4.88 499999 0100038400 5862.5515 COST OF GOODS SOLD MIX VERNON SELLING 188.27 499999 0100038400 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 2.24 499996 100038500 5822.5515 COST OF GOODS SOLD MIX 50TH ST SELLING 51.00 499996 100038500 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 31.14 499991 100038600 5822.6406 GENERAL SUPPLIES 50TH ST SELLING 31.00 500000 100045100 5822.6406 GENERAL SUPPLIES 50TH ST SELLING 49.25 500001 100046200 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 4.65 500005 10039000 5842.5515 COST OF GOODS SOLD MIX YORK SELLING 138.16 500005 10039000 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 1.55 499994 80260000 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 128.00 499994 80260000 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 1.55 500003 80260100 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 122.00 500003 80260100 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 23.25 500002 80291800 5842.5512 COST OF GOODS SOLD LIQUOR YORK SELLING 2,175.15 500002 80291800 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 10.85 499985 80292400 5822.5512 COST OF GOODS SOLD LIQUOR 50TH ST SELLING 1,113.75 499985 80292400 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 1.55 500004 80312400 5842.5515 COST OF GOODS SOLD MIX YORK SELLING 32.00 500004 80312400 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 6,290.84 8581 8/29/2019 122688 BMK SOLUTIONS 65.00 499833 152103 1552.6406 GENERAL SUPPLIES CENT SVC PW BUILDING 65.00 8582 8/29/2019 100664 BRAUN INTERTEC 14,822.40 499962 8181534 03519.1705.21 CONSULTING INSPECTION De-Watering Computer Ave 1,017.50 SOIL TESTING 499598 B181065 1640.6103 PROFESSIONAL SERVICES PARK MAINTENANCE GENERAL 2,288.50 499971 B182268 07153.1705.21 CONSULTING INSPECTION Valley View Rd Ped Bridge 18,128.40 8583 8/29/2019 100648 BUSINESS ESSENTIALS 70.29 OFFICE SUPPLIES 499914 WO-1017316-1 1600.6513 OFFICE SUPPLIES PARK ADMIN. GENERAL 35.72 MOUSE FOR JANE TIMM 499949 WO-1018122-1 1120.6406 GENERAL SUPPLIES ADMINISTRATION 184.94 SUPPLY ROOM 499949 WO-1018122-1 1120.6513 OFFICE SUPPLIES ADMINISTRATION 290.95 8584 8/29/2019 120935 CAMPBELL KNUTSON 11,233.04 CITY ATTORNEY JULY 2019 INVOIC 499921 2851G-7/19 1196.6131 PROFESSIONAL SERV - LEGAL CITY ATTORNEY 11,233.04 8/29/2019CITY OF EDINA 14:41:37R55CKR2LOGIS101 7Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/29/20198/22/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 8584 8/29/2019 120935 CAMPBELL KNUTSON Continued... 8585 8/29/2019 130477 CLEAR RIVER BEVERAGE CO 941.60 500013 10122317 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 1,054.60 500016 18332316 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 106.92-500014 1899R 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 1,113.60 500015 67522302 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 3,002.88 8586 8/29/2019 100752 ESS BROTHERS & SONS INC. 525.00 STA. 1 FLOOR GRATE REPAIR 499964 ZZ6643 1470.6180 CONTRACTED REPAIRS FIRE DEPT. GENERAL 696.00 GATE VALVE BOX REPAIR PARTS 500119 ZZ6718 5913.6406 GENERAL SUPPLIES DISTRIBUTION 1,221.00 8587 8/29/2019 100768 GARTNER REFRIGERATION & MFG INC 1,242.00 WEST BRINE TEMPS 499678 W11125 5521.6180 CONTRACTED REPAIRS ARENA ICE MAINT 1,242.00 8588 8/29/2019 102484 HIRSHFIELD'S PAINT MANUFACTURING 1,773.56 PAINT 499875 0002368-IN 1642.6544 LINE MARKING POWDER FIELD MAINTENANCE 1,773.56 8589 8/29/2019 121075 JIMMY'S JOHNNYS INC. 69.36 BIFFY 500139 152649 5422.6182 RUBBISH REMOVAL MAINT OF COURSE & GROUNDS 69.36 8590 8/29/2019 105726 LINDMAN, DAVID 158.21 SHIRTS FROM UNIFORM ALLOWANCE 499866 20190810DLINDMA N 1400.6203 UNIFORM ALLOWANCE POLICE DEPT. GENERAL 235.96 LODGING FOR TRAINING COURSE 499849 20190816DLINDMA N 1400.6104 CONFERENCES & SCHOOLS POLICE DEPT. GENERAL 394.17 8591 8/29/2019 101483 MENARDS 46.65 AIR LOCK 499676 98001 5553.6406 GENERAL SUPPLIES SPORTS DOME BLDG&GROUNDS 18.71 ELECTRICAL PARTS 499809 98478 5761.6530 REPAIR PARTS CENTENNIAL LAKES OPERATING 172.11 WELL 9 SUPPLIES 499797 98656 5912.6406 GENERAL SUPPLIES WELL HOUSES 3.08 RAZOR BLADES FOR SIGN REMOVAL 499839 98791 1551.6406 GENERAL SUPPLIES CITY HALL GENERAL 35.52 AIR LOCK 499817 98914 5553.6406 GENERAL SUPPLIES SPORTS DOME BLDG&GROUNDS 11.98 LEAF RAKE 499983 99015 5511.6406 GENERAL SUPPLIES ARENA BLDG/GROUNDS 4.89 TOILET PARTS 499979 99224 5511.6406 GENERAL SUPPLIES ARENA BLDG/GROUNDS 8/29/2019CITY OF EDINA 14:41:37R55CKR2LOGIS101 8Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/29/20198/22/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 8591 8/29/2019 101483 MENARDS Continued... 15.21 TOILET PARTS 499982 99229 5511.6406 GENERAL SUPPLIES ARENA BLDG/GROUNDS 308.15 8592 8/29/2019 101161 MIDWEST CHEMICAL SUPPLY 227.10 500154 41863 1551.6511 CLEANING SUPPLIES CITY HALL GENERAL 972.32 500154 41863 1551.6512 PAPER SUPPLIES CITY HALL GENERAL 1,199.42 8593 8/29/2019 119620 POMP'S TIRE SERVICE INC. 45.00 TIRE REPAIR 500093 210427044 1553.6583 TIRES & TUBES EQUIPMENT OPERATION GEN 45.00 8594 8/29/2019 105690 PRO-TEC DESIGN INC. 2,000.00 FIRE STATION SECURITY UPGRADES 499820 92861 1470.6408 PHOTOGRAPHIC SUPPLIES FIRE DEPT. GENERAL 2,000.00 8595 8/29/2019 101000 SOULO COMMUNICATIONS 61.21 BUS CARDS 499950 106070 5410.6575 PRINTING GOLF ADMINISTRATION 61.21 8596 8/29/2019 101004 SPS COMPANIES INC. 1,169.25 EAST TOILETS 499835 S3830592.001 5511.6180 CONTRACTED REPAIRS ARENA BLDG/GROUNDS 129.86 BACKFLOW PREVENTOR, UNIONS 499626 S3841088.001 1552.6530 REPAIR PARTS CENT SVC PW BUILDING 1,299.11 8597 8/29/2019 145599 SSI MN TRANCHE 1, LLC 1,587.04 499917 2019000163 5420.6185 LIGHT & POWER CLUB HOUSE 2,182.92 499917 2019000163 5420.6185 LIGHT & POWER CLUB HOUSE 257.13 499917 2019000163 5761.6185 LIGHT & POWER CENTENNIAL LAKES OPERATING 358.97 499917 2019000163 5761.6185 LIGHT & POWER CENTENNIAL LAKES OPERATING 603.86 499917 2019000163 5761.6185 LIGHT & POWER CENTENNIAL LAKES OPERATING 1,902.88 499917 2019000163 5861.6185 LIGHT & POWER VERNON OCCUPANCY 1,909.62 499917 2019000163 5861.6185 LIGHT & POWER VERNON OCCUPANCY 2,239.43 499917 2019000163 5861.6185 LIGHT & POWER VERNON OCCUPANCY 11,041.85 8598 8/29/2019 101017 SUBURBAN CHEVROLET 12.51 VENT 499628 103490 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 60.52 BRACKET 499629 103529 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 81.10 PIPE KIT 499627 103714 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 8/29/2019CITY OF EDINA 14:41:37R55CKR2LOGIS101 9Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/29/20198/22/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 8598 8/29/2019 101017 SUBURBAN CHEVROLET Continued... 58.68-CREDIT MEMO 500098 CM103780 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 95.45 8599 8/29/2019 144033 USS MINNESOTA ONE MT LLC 7,449.99 499916 2019000148 5511.6185 LIGHT & POWER ARENA BLDG/GROUNDS 7,449.99 8600 8/29/2019 119454 VINOCOPIA 1.50 500078 0239158-IN 5862.5515 COST OF GOODS SOLD MIX VERNON SELLING 26.75 500078 0239158-IN 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 2.50 499587 238721 5842.5512 COST OF GOODS SOLD LIQUOR YORK SELLING 256.75 499587 238721 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 6.25 499590 238728 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 520.00 499590 238728 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 3.00 500079 239139 5862.5512 COST OF GOODS SOLD LIQUOR VERNON SELLING 676.52 500079 239139 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 1.50 500077 239155 5822.5512 COST OF GOODS SOLD LIQUOR 50TH ST SELLING 99.00 500077 239155 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 1.50 500076 239156 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 104.00 500076 239156 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 9.00 500080 239161 5842.5515 COST OF GOODS SOLD MIX YORK SELLING 120.00 500080 239161 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 1,828.27 8601 8/29/2019 120627 VISTAR CORPORATION 950.83 CONCESSIONS FOOD 499634 55844947 5520.5510 COST OF GOODS SOLD ARENA CONCESSIONS 28.50-PRODUCT RETURN 499814 55867317 5520.5510 COST OF GOODS SOLD ARENA CONCESSIONS 581.76 CONCESSIONS FOOD 499976 55912243 5520.5510 COST OF GOODS SOLD ARENA CONCESSIONS 1,504.09 8602 8/29/2019 101033 WINE COMPANY, THE 6.30 499732 116753 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 300.00 499732 116753 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 8.25 500081 116754 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 864.00 500081 116754 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 1,178.55 8603 8/29/2019 101091 ZIEGLER INC 643.05 COILED TRAC 499636 PC002085504 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 36.42 PLATE 499638 PC002085979 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 8/29/2019CITY OF EDINA 14:41:37R55CKR2LOGIS101 10Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/29/20198/22/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 8603 8/29/2019 101091 ZIEGLER INC Continued... 778.98 WIRE 499637 PC002086317 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 1,876.81 CONTRACTED REPAIR 500105 SW050324423 1553.6180 CONTRACTED REPAIRS EQUIPMENT OPERATION GEN 3,335.26 143,501.81 Grand Total Payment Instrument Totals Checks 143,501.81A/P ACH Payment Total Payments 143,501.81 8/28/2019CITY OF EDINA 16:28:37R55CKS2LOGIS100 1Page -Council Check SummaryNote: Payment amount may not reflect the actual amount due to data sequencing and/or data selection. 8/9/20198/9/2019 - Company Amount 24,209.0001000GENERAL FUND 1,627.9602300POLICE SPECIAL REVENUE 25.0002700CONSERVATION & SUSTAINABILITY 67.2204000WORKING CAPITAL FUND 797.0704200EQUIPMENT REPLACEMENT FUND 579.4405100ART CENTER FUND 1,270.7405300AQUATIC CENTER FUND 3,440.2305400GOLF COURSE FUND 4,598.0305500ICE ARENA FUND 1,402.4405700EDINBOROUGH PARK FUND 2,443.9105750CENTENNIAL LAKES PARK FUND 1,628.1105800LIQUOR FUND 1,265.2905900UTILITY FUND 17.9805930STORM SEWER FUND 5,371.0907400PSTF AGENCY FUND 824.6407500MN TASK FORCE 1 FUND 33.0009210HRA ADMINISTRATION Report Totals 49,601.15 8/28/2019CITY OF EDINA 16:28:34R55CKR2LOGIS101 1Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/9/20198/9/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 20190809 8/9/2019 129962 US BANK - CREDIT CARD 425.00 TRAVELIN TEENS FIELD TRIP 499116 AMANDA 6/24/2019 195 1624.6406 GENERAL SUPPLIES PLAYGROUND & THEATER Supplier 142044 CONQUER NINJA WARRIOR - B - PCARD 196.00 JUNE BILL 499107 AMANDA 6/25/2019 196 1624.6103 PROFESSIONAL SERVICES PLAYGROUND & THEATER Supplier 135907 WHENIWORK.COM - PCARD 702.00 PROS 2.0 FIELD TRIP 499093 AMANDA 6/27/2019 197 1624.6406 GENERAL SUPPLIES PLAYGROUND & THEATER Supplier 140735 VERTICAL ENDEAVORS-BLO - PCARD 775.00 TT FIELD TRIP 499094 AMANDA 6/27/2019 198 1624.6406 GENERAL SUPPLIES PLAYGROUND & THEATER Supplier 142044 CONQUER NINJA WARRIOR - B - PCARD 405.00 TT FIELD TRIP 499095 AMANDA 6/27/2019 199 1624.6406 GENERAL SUPPLIES PLAYGROUND & THEATER 405.00 TT FIELD TRIP 499096 AMANDA 6/27/2019 200 1624.6406 GENERAL SUPPLIES PLAYGROUND & THEATER Supplier 136132 BIG THRILL FACTORY - PCARD 47.83 NAME TAGS (EVENTS)499097 AMANDA 6/28/2019 201 1627.6406 GENERAL SUPPLIES SPECIAL ACTIVITIES Supplier 145693 AVERY PRODUCTS CORPORATIO - PCARD 141.93 PLAYGROUND PROS FIELD TRIP 499111 AMANDA 7/10/2019 206 1624.6103 PROFESSIONAL SERVICES PLAYGROUND & THEATER Supplier 144602 SKY ZONE - PLYMOUTH MN - PCARD 32.23 PLAYGROUNDS 499112 AMANDA 7/11/2019 207 1624.6406 GENERAL SUPPLIES PLAYGROUND & THEATER Supplier 130411 JERRY'S FOODS - PCARD 72.26 ARTS & CRAFTS 499113 AMANDA 7/11/2019 208 1624.6406 GENERAL SUPPLIES PLAYGROUND & THEATER Supplier 130389 MICHAELS - PCARD 155.00 TT FIELD TRIP 499114 AMANDA 7/11/2019 209 1624.6103 PROFESSIONAL SERVICES PLAYGROUND & THEATER Supplier 141121 ROLLER GARDEN - PCARD 78.00 SHADY OAK BEACH TRIP (TT)499330 AMANDA 7/11/2019 210 1624.6103 PROFESSIONAL SERVICES PLAYGROUND & THEATER Supplier 139256 CITY OF MINNETONKA - PCARD 17.18 TIE DYE SUPPLIES (RUBBER BANDS 499115 AMANDA 7/11/2019 211 1624.6406 GENERAL SUPPLIES PLAYGROUND & THEATER Supplier 130382 OFFICE MAX - PCARD 22.32 GARDEN CAMP 499106 AMANDA 1624.6406 GENERAL SUPPLIES PLAYGROUND & THEATER 8/28/2019CITY OF EDINA 16:28:34R55CKR2LOGIS101 2Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/9/20198/9/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 20190809 8/9/2019 129962 US BANK - CREDIT CARD Continued... 7/15/2019 212 Supplier 130411 JERRY'S FOODS - PCARD 16.74 GARDEN CAMP 499105 AMANDA 7/16/2019 213 1624.6406 GENERAL SUPPLIES PLAYGROUND & THEATER Supplier 131611 JERRYS DO IT BEST HARDWARE - PCARD 42.53 ARTS & CRAFTS 499104 AMANDA 7/16/2019 214 1624.6406 GENERAL SUPPLIES PLAYGROUND & THEATER 145.61 ARTS & CRAFTS 499103 AMANDA 7/17/2019 215 1624.6406 GENERAL SUPPLIES PLAYGROUND & THEATER Supplier 130389 MICHAELS - PCARD 6.42 WATER SPICKET 499102 AMANDA 7/18/2019 216 1624.6406 GENERAL SUPPLIES PLAYGROUND & THEATER Supplier 131611 JERRYS DO IT BEST HARDWARE - PCARD 169.26 TT TRIP 499101 AMANDA 7/19/2019 217 1624.6406 GENERAL SUPPLIES PLAYGROUND & THEATER Supplier 141122 291 - AMF - EC SOUTHTO - PCARD 100.00 PLAYGROUND PROS FIELD TRIP 499098 AMANDA 7/8/2019 202 1624.6406 GENERAL SUPPLIES PLAYGROUND & THEATER 100.00 PLAYGROUND PROS FIELD TRIP 499099 AMANDA 7/8/2019 203 1624.6406 GENERAL SUPPLIES PLAYGROUND & THEATER Supplier 144602 SKY ZONE - PLYMOUTH MN - PCARD 29.23 ARTS & CRAFTS 499100 AMANDA 7/9/2019 204 1624.6406 GENERAL SUPPLIES PLAYGROUND & THEATER Supplier 130389 MICHAELS - PCARD 690.31 PLAYGROUND PROS FIELD TRIP 499110 AMANDA 7/9/2019 205 1624.6406 GENERAL SUPPLIES PLAYGROUND & THEATER Supplier 144602 SKY ZONE - PLYMOUTH MN - PCARD 435.00 MOVIE 499449 AMY 7/17/2019 176 5420.6136 PROFESSIONAL SVC - OTHER CLUB HOUSE Supplier 136321 SWANK MOTION PICTURES - PCARD 110.70 SCHEDULING APP 499450 AMY 7/17/2019 177 5410.6230 SERVICE CONTRACTS EQUIPMENT GOLF ADMINISTRATION Supplier 135907 WHENIWORK.COM - PCARD 265.00 PRIZES 498666 AMY 7/24/2019 178 5420.6136 PROFESSIONAL SVC - OTHER CLUB HOUSE 265.00 PRIZES 499455 AMY 7/24/2019 179 5420.6136 PROFESSIONAL SVC - OTHER CLUB HOUSE Supplier 145691 O'REILLY @RED RIVER BRAE - PCARD 34.39 NOZZLES 498664 AMY 7/9/2019 5422.6275 COURSE BEAUTIFICATION MAINT OF COURSE & GROUNDS 8/28/2019CITY OF EDINA 16:28:34R55CKR2LOGIS101 3Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/9/20198/9/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 20190809 8/9/2019 129962 US BANK - CREDIT CARD Continued... 174 Supplier 131611 JERRYS DO IT BEST HARDWARE - PCARD 55.00 POSTAGE STAMPS 498665 AMY 7/9/2019 175 5410.6235 POSTAGE GOLF ADMINISTRATION Supplier 130548 USPS - PCARD 1,018.97-498932 ANDERSON 7/11/2019 151 1314.6406 GENERAL SUPPLIES STREET RENOVATION Supplier 145494 TOOLDISCOUNTER.COM - PCARD 188.86 498933 ANDERSON 7/17/2019 152 1314.6406 GENERAL SUPPLIES STREET RENOVATION Supplier 130892 STAPLES - PCARD 123.66 498931 ANDERSON 7/24/2019 153 1281.6104 CONFERENCES & SCHOOLS TRAINING Supplier 145689 619720-UNITED ACADEMY - PCARD 149.00 499435 BRIAN 7/15/2019 122 1280.6406 GENERAL SUPPLIES SUPERVISION & OVERHEAD Supplier 135907 WHENIWORK.COM - PCARD 348.92 PLAYGROUND PARTS 498611 BRIAN 7/15/2019 143 1646.6406 GENERAL SUPPLIES BUILDING MAINTENANCE Supplier 144848 FREENOTES HARMONY PARK - PCARD 14.28 FOOD FOR INVEST 498692 BRIAN 7/6/2019 154 1400.6406 GENERAL SUPPLIES POLICE DEPT. GENERAL Supplier 131250 LUNDS - PCARD 39.97 FOOD FOR INVEST.498693 BRIAN 7/6/2019 155 1400.6406 GENERAL SUPPLIES POLICE DEPT. GENERAL Supplier 131304 BRUEGGERS - PCARD 699.00 STEPHANIE- CONFERENCE 499109 CARY 7/3/2019 269 1140.6104 CONFERENCES & SCHOOLS PLANNING Supplier 145697 HANLEY WOOD CONFERENCES - PCARD 17.29 TAPE MEASURE 498605 CHAD 6/24/2019 262 5511.6406 GENERAL SUPPLIES ARENA BLDG/GROUNDS Supplier 130404 MENARDS - PCARD 640.00 RESTUD ZAM TIRES 498606 CHAD 6/25/2019 263 5521.6215 EQUIPMENT MAINTENANCE ARENA ICE MAINT Supplier 144008 TIRE TOWN - PCARD 3,386.25 LTS MEMBERSHIP 498607 CHAD 6/25/2019 264 5510.6105 DUES & SUBSCRIPTIONS ARENA ADMINISTRATION Supplier 139263 LEARN TO SKATE USA - PCARD 14.69 AMP REPAIR 498610 CHAD 7/12/2019 5511.6406 GENERAL SUPPLIES ARENA BLDG/GROUNDS 8/28/2019CITY OF EDINA 16:28:34R55CKR2LOGIS101 4Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/9/20198/9/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 20190809 8/9/2019 129962 US BANK - CREDIT CARD Continued... 267 Supplier 145696 EMI AUDIO - PCARD 16.00-LTS REFUND 498612 CHAD 7/18/2019 268 5510.6105 DUES & SUBSCRIPTIONS ARENA ADMINISTRATION Supplier 139263 LEARN TO SKATE USA - PCARD 36.12 1ST AID SUPPLIES 498608 CHAD 7/9/2019 265 5510.6406 GENERAL SUPPLIES ARENA ADMINISTRATION Supplier 130362 TARGET - PCARD 374.25 FOAM PUCKS 498609 CHAD 7/9/2019 266 5510.6575 PRINTING ARENA ADMINISTRATION Supplier 143515 ANYPROMO INC - PCARD 8.37 VINEGAR 498603 CHRISTOPHER 6/26/2019 228 5520.6406 GENERAL SUPPLIES ARENA CONCESSIONS Supplier 130362 TARGET - PCARD 133.83 CUP SENSOR 498604 CHRISTOPHER 6/27/2019 229 5520.6180 CONTRACTED REPAIRS ARENA CONCESSIONS Supplier 140697 F'REAL FOODS - PCARD 3.23 ADVERTISING 498614 CHRISTOPHER 7/24/2019 230 5510.6575 PRINTING ARENA ADMINISTRATION Supplier 132896 FACEBOOK - PCARD 139.78 SALT 499342 CRAIG 6/26/2019 276 7411.6406 GENERAL SUPPLIES PSTF OCCUPANCY 22.14 GLUE 499343 CRAIG 6/26/2019 277 7411.6406 GENERAL SUPPLIES PSTF OCCUPANCY Supplier 130421 THE HOME DEPOT - PCARD 55.00 BATTERIES 498615 DANIEL 7/10/2019 187 1400.6406 GENERAL SUPPLIES POLICE DEPT. GENERAL Supplier 132482 BATTERY JUNCTION - PCARD 480.54 LIGHT, CUT OFF TOOL 498409 DAVE 7/23/2019 186 5923.6406 GENERAL SUPPLIES COLLECTION SYSTEMS Supplier 130534 ACME TOOLS - PCARD 153.60 AIR LINE TICKET TO CONFERENCE 498414 DAVID 6/24/2019 252 1495.6104 CONFERENCES & SCHOOLS INSPECTIONS Supplier 130386 DELTA AIR - PCARD 483.85 498640 DAVID 6/29/2019 11 1400.6406 GENERAL SUPPLIES POLICE DEPT. GENERAL Supplier 143112 PROMOTIONS NOW - PCARD 130.00 TRAINING FOR ADDISON 498415 DAVID 7/1/2019 253 1495.6104 CONFERENCES & SCHOOLS INSPECTIONS Supplier 8/28/2019CITY OF EDINA 16:28:34R55CKR2LOGIS101 5Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/9/20198/9/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 20190809 8/9/2019 129962 US BANK - CREDIT CARD Continued... 139922 U OF M CONTLEARNING - PCARD 17.96 498643 DAVID 7/17/2019 16 2310.6406 GENERAL SUPPLIES E911 Supplier 141442 LAACKE & JOYS COMPANY - PCARD 30.00 498647 DAVID 7/18/2019 19 1400.6107 MILEAGE OR ALLOWANCE POLICE DEPT. GENERAL Supplier 130386 DELTA AIR - PCARD 48.86 498646 DAVID 7/19/2019 18 1400.6104 CONFERENCES & SCHOOLS POLICE DEPT. GENERAL Supplier 130396 MARRIOTT - PCARD 128.68 498641 DAVID 7/2/2019 12 1400.6107 MILEAGE OR ALLOWANCE POLICE DEPT. GENERAL Supplier 134753 PARK N FLY ONLINE - PCARD 16.29 498644 DAVID 7/20/2019 17 1400.6104 CONFERENCES & SCHOOLS POLICE DEPT. GENERAL Supplier 145678 IN N OUT BURGER - PCARD 50.00 498648 DAVID 7/21/2019 20 2310.6104 CONFERENCES & SCHOOLS E911 50.00 498649 DAVID 7/21/2019 21 2310.6104 CONFERENCES & SCHOOLS E911 Supplier 134369 NATIONAL ACADEMY OF EMD - PCARD 28.34 498650 DAVID 7/21/2019 22 1400.6104 CONFERENCES & SCHOOLS POLICE DEPT. GENERAL Supplier 145679 ORCHARDS INN AND RESTAURA - PCARD 24.44 498651 DAVID 7/23/2019 23 1400.6104 CONFERENCES & SCHOOLS POLICE DEPT. GENERAL Supplier 130396 MARRIOTT - PCARD 30.00 498652 DAVID 7/23/2019 24 1400.6107 MILEAGE OR ALLOWANCE POLICE DEPT. GENERAL Supplier 130386 DELTA AIR - PCARD .25 TEST P FLOW 498401 DAVID 7/23/2019 254 1495.6406 GENERAL SUPPLIES INSPECTIONS 57.43 TEST P FLOW 498402 DAVID 7/23/2019 255 1495.6406 GENERAL SUPPLIES INSPECTIONS Supplier 140174 EDINA INSPECTIONS DEPT - PCARD 15.42 498653 DAVID 7/8/2019 13 1400.6160 DATA PROCESSING POLICE DEPT. GENERAL Supplier 133570 ACTIVE911 INC - PCARD 50.00 498645 DAVID 7/8/2019 2310.6105 DUES & SUBSCRIPTIONS E911 8/28/2019CITY OF EDINA 16:28:34R55CKR2LOGIS101 6Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/9/20198/9/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 20190809 8/9/2019 129962 US BANK - CREDIT CARD Continued... 15 Supplier 134369 NATIONAL ACADEMY OF EMD - PCARD 83.10 498642 DAVID 7/9/2019 14 1400.6107 MILEAGE OR ALLOWANCE POLICE DEPT. GENERAL Supplier 134753 PARK N FLY ONLINE - PCARD 16.00 GOGURT 498616 DAWN 6/26/2019 157 5720.5510 COST OF GOODS SOLD EDINBOROUGH OPERATIONS Supplier 130362 TARGET - PCARD 35.73 A.C. LAMINATING 498617 DAWN 6/28/2019 158 5311.6406 GENERAL SUPPLIES POOL OPERATION Supplier 130687 FEDEXOFFICE - PCARD 178.77 SOCKS 498618 DAWN 7/1/2019 159 5720.5510 COST OF GOODS SOLD EDINBOROUGH OPERATIONS Supplier 130362 TARGET - PCARD 6.00-REFUND TEST 498627 DAWN 7/10/2019 162 5330.4541 GENERAL ADMISSIONS FLOWRIDER 11.50-DAILY ADMISSION REFUND TEST 498628 DAWN 7/10/2019 163 5301.4541 GENERAL ADMISSIONS AQUATIC CENTER REVENUES Supplier 142898 AQUATIC CENTER EDINA - PCARD 49.58 TRIKE PARTS E.P.498626 DAWN 7/10/2019 164 5720.6406 GENERAL SUPPLIES EDINBOROUGH OPERATIONS Supplier 144310 K12SCHOOLSUPPLIES.NE - PCARD 39.00 WHEN I WORK CONTRACT E.P.498623 DAWN 7/11/2019 165 5710.6105 DUES & SUBSCRIPTIONS EDINBOROUGH ADMINISTRATION Supplier 135907 WHENIWORK.COM - PCARD 61.94 A.C. WATER FOR CONCESSIONS 498620 DAWN 7/12/2019 166 5320.5510 COST OF GOODS SOLD POOL CONCESSIONS Supplier 130692 CUB FOODS - PCARD 66.60 SUNSCREEN/DIAPERS A.C.498624 DAWN 7/15/2019 167 5310.5510 COST OF GOODS SOLD POOL ADMINISTRATION Supplier 130362 TARGET - PCARD 395.00 BB HOOP PADDING 498625 DAWN 7/16/2019 168 5720.6406 GENERAL SUPPLIES EDINBOROUGH OPERATIONS Supplier 145690 FUTURE PRO INC CNP - PCARD 74.94 A.C. CAKES 498621 DAWN 7/19/2019 169 5311.6406 GENERAL SUPPLIES POOL OPERATION 10.99 A.C. 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IN PROGRESS Flood Risk Reduction Strategy Supplier 130411 JERRY'S FOODS - PCARD 50.00 BART VOTH OUTHOUSE HOURS TRAIN 498312 NATHAN 6/25/2019 224 5919.6027 TRAINING TRAINING Supplier 131915 OWPSACSTATE - PCARD 53.75 BATTERY FOR ONCALL PHONE 498309 NATHAN 6/28/2019 225 5913.6530 REPAIR PARTS DISTRIBUTION Supplier 8/28/2019CITY OF EDINA 16:28:34R55CKR2LOGIS101 17Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/9/20198/9/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 20190809 8/9/2019 129962 US BANK - CREDIT CARD Continued... 130367 BATTERIES PLUS - PCARD 330.00 FRANCE AVE RIGH OF WAY PERMIT 498313 NATHAN 7/10/2019 226 5913.6260 LICENSES & PERMITS DISTRIBUTION Supplier 130417 HENNEPIN COUNTY PUBLIC WORKS - PCARD 560.95 REPLACE EXTERIOR ENTRY LIGHTS 498689 NOAH 6/26/2019 218 5311.6406 GENERAL SUPPLIES POOL OPERATION Supplier 136752 E-CONOLIGHT - PCARD 52.16 FRIDGE REPAIR 498408 NOAH 6/28/2019 219 1552.6530 REPAIR PARTS CENT SVC PW BUILDING 252.71 ICE MAKER 498407 NOAH 7/10/2019 222 1552.6530 REPAIR PARTS CENT SVC PW BUILDING Supplier 138809 SUNDBERG AMERICA - PCARD 66.70 NFPA70E DIVISION TRAIN LUNCH 498310 NOAH 7/11/2019 221 1281.6104 CONFERENCES & SCHOOLS TRAINING Supplier 131897 CHEETAH PIZZA - PCARD 8.16 DUCT CLEAN TRUCK NS 498308 NOAH 7/24/2019 223 1321.6556 TOOLS STREET LIGHTING REGULAR Supplier 145694 CARQUEST - PCARD 20.00 BOILER LICENSE RENEW NS 498311 NOAH 7/9/2019 220 1280.6105 DUES & SUBSCRIPTIONS SUPERVISION & OVERHEAD Supplier 131007 DEPARTMENT OF LABOR - PCARD 24.98 2 BDAY CAKES 498679 PATRICIA 6/28/2019 132 5310.5510 COST OF GOODS SOLD POOL ADMINISTRATION Supplier 130692 CUB FOODS - PCARD 339.60 SOCKS FOR RESALE 498680 PATRICIA 7/1/2019 133 5720.5510 COST OF GOODS SOLD EDINBOROUGH OPERATIONS Supplier 130362 TARGET - PCARD 27.49 METER RENTAL 498681 PATRICIA 7/11/2019 134 5710.6235 POSTAGE EDINBOROUGH ADMINISTRATION Supplier 130400 PITNEY BOWES - PCARD 340.50 10 YOUTH LIFEJACKERTS 498676 PATRICIA 7/15/2019 135 5310.6610 SAFETY EQUIPMENT POOL ADMINISTRATION Supplier 134379 THE LIFEGUARD STORE - PCARD 157.50-UNIFORM RETURNS 498677 PATRICIA 7/16/2019 136 5311.6201 LAUNDRY POOL OPERATION Supplier 130689 DICK'S CLOTHING & SPORTING - PCARD 12.99 BIRTHDAY CAKE - 1 498678 PATRICIA 7/18/2019 137 5310.5510 COST OF GOODS SOLD POOL ADMINISTRATION Supplier 130692 CUB FOODS - PCARD 8/28/2019CITY OF EDINA 16:28:34R55CKR2LOGIS101 18Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/9/20198/9/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 20190809 8/9/2019 129962 US BANK - CREDIT CARD Continued... 83.55 498682 PATRICIA 7/19/2019 138 5320.5510 COST OF GOODS SOLD POOL CONCESSIONS Supplier 130362 TARGET - PCARD 78.85 GATORADE 498683 PATRICIA 7/19/2019 139 5320.5510 COST OF GOODS SOLD POOL CONCESSIONS 12.99 BIRTHDAY CAKE - 1 498684 PATRICIA 7/23/2019 140 5310.5510 COST OF GOODS SOLD POOL ADMINISTRATION Supplier 130692 CUB FOODS - PCARD 675.00 NRPA ORGAN MEMB 499673 PERRY 6/28/2019 131 1600.6105 DUES & SUBSCRIPTIONS PARK ADMIN. GENERAL Supplier 134894 NATIONAL RECREATION & - PCARD 281.83 498797 PETER 6/30/2019 49 7510.6406 GENERAL SUPPLIES MN TF 1 ADMINISTRATION Supplier 140194 VZWRLSS*IVR VB - PCARD 3,056.86 TRAINING PROP MATERIALS 498654 PETER 7/17/2019 156 7413.6406 GENERAL SUPPLIES PSTF FIRE TOWER Supplier 130404 MENARDS - PCARD 7.35 498799 PETER 7/18/2019 51 7510.6406 GENERAL SUPPLIES MN TF 1 ADMINISTRATION Supplier 130548 USPS - PCARD 500.00 498800 PETER 7/22/2019 52 7510.6406 GENERAL SUPPLIES MN TF 1 ADMINISTRATION Supplier 145682 KANSAS STATE FIRE MARS - PCARD 35.46 498798 PETER 7/8/2019 50 7510.6406 GENERAL SUPPLIES MN TF 1 ADMINISTRATION Supplier 131619 OFFICE DEPOT - PCARD 335.30 TRAINING 498656 RICK 6/24/2019 291 1470.6104 CONFERENCES & SCHOOLS FIRE DEPT. GENERAL Supplier 130386 DELTA AIR - PCARD 412.78 COSTAR 498305 ROBERT 6/28/2019 8 1190.6105 DUES & SUBSCRIPTIONS ASSESSING Supplier 142891 COSTAR GROUP INC - PCARD 214.60 APPRAISER LICENSE 498306 ROBERT 7/2/2019 9 1190.6105 DUES & SUBSCRIPTIONS ASSESSING 214.60 APPRAISER LICENSE 498307 ROBERT 7/9/2019 10 1190.6105 DUES & SUBSCRIPTIONS ASSESSING Supplier 141109 VUE*LICENSING - PCARD 12.33 GAS FOR MOWER 498685 ROGER 6/26/2019 170 5720.6406 GENERAL SUPPLIES EDINBOROUGH OPERATIONS Supplier 8/28/2019CITY OF EDINA 16:28:34R55CKR2LOGIS101 19Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/9/20198/9/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 20190809 8/9/2019 129962 US BANK - CREDIT CARD Continued... 130383 SUPERAMERICA - PCARD 62.07 HOT DOG ROLLER REPAIR 498686 ROGER 6/29/2019 171 5730.6530 REPAIR PARTS EDINBOROUGH CONCESSIONS 70.65 POPCORN ON/OFF SWITCH 498688 ROGER 7/13/2019 172 5320.6406 GENERAL SUPPLIES POOL CONCESSIONS 183.60 REFRIGERATOR GASKETS 498687 ROGER 7/24/2019 173 5730.6530 REPAIR PARTS EDINBOROUGH CONCESSIONS Supplier 143232 PARTS TOWN - PCARD 72.56 SLACK SOFTWARE 498703 RYAN 7/1/2019 118 1554.6160 DATA PROCESSING CENT SERV GEN - MIS Supplier 145247 SLACK - PCARD 11.00 IT SOFTWARE 498708 RYAN 7/12/2019 120 1554.6160 DATA PROCESSING CENT SERV GEN - MIS Supplier 145688 PARTED MAGIC LLC - PCARD 110.00 499454 RYAN 7/19/2019 121 1554.6160 DATA PROCESSING CENT SERV GEN - MIS Supplier 141645 NINITE.COM - PCARD 80.64 SHAREFILE - IT 498707 RYAN 7/2/2019 119 1554.6160 DATA PROCESSING CENT SERV GEN - MIS Supplier 139266 NLI*SHAREFILE - PCARD 349.00 SLING STUDIO CAMERA LINK 499355 SCOTT 6/26/2019 123 421130.6710 EQUIPMENT REPLACEMENT COMMUNICATION EQUIPMENT Supplier 131597 B & H PHOTO-VIDEO.COM - PCARD 29.00 FACEBOOK POSTS 499362 SCOTT 6/30/2019 124 1130.6410 VIDEO PRODUCTION SUPPLIES COMMUNICATIONS 55.03 FACEBOOK POSTS 499361 SCOTT 6/30/2019 125 1130.6410 VIDEO PRODUCTION SUPPLIES COMMUNICATIONS Supplier 132896 FACEBOOK - PCARD 915.00 NEAL REGISTRATION ICMA 499946 SCOTT 7/1/2019 1 1120.6104 CONFERENCES & SCHOOLS ADMINISTRATION Supplier 141438 INTERNATION - PCARD 1,842.20 NEAL HOTEL ICMA CONFERENCE 499945 SCOTT 7/1/2019 2 1120.6104 CONFERENCES & SCHOOLS ADMINISTRATION Supplier 130683 HOTELS.COM - PCARD 310.60 NEAL AIRFARE ICMA CONFERENCE 499943 SCOTT 7/1/2019 4 1120.6104 CONFERENCES & SCHOOLS ADMINISTRATION Supplier 130386 DELTA AIR - PCARD 30.26 MEETING WITH MAYOR 499942 SCOTT 7/10/2019 6 1120.6106 MEETING EXPENSE ADMINISTRATION 8/28/2019CITY OF EDINA 16:28:34R55CKR2LOGIS101 20Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/9/20198/9/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 20190809 8/9/2019 129962 US BANK - CREDIT CARD Continued... 98.34 MEETING RE: MOVING BIZ TO CITY 499940 SCOTT 7/11/2019 7 1120.6106 MEETING EXPENSE ADMINISTRATION Supplier 130368 EDINA GRILL - PCARD 349.00-CREDIT FOR SLING STUDIO LINK 499359 SCOTT 7/19/2019 129 421130.6710 EQUIPMENT REPLACEMENT COMMUNICATION EQUIPMENT Supplier 131597 B & H PHOTO-VIDEO.COM - PCARD 70.00 EMMY ENTRY 499360 SCOTT 7/19/2019 130 1130.6105 DUES & SUBSCRIPTIONS COMMUNICATIONS Supplier 130422 PAYPAL - PCARD 59.59 PHOTO LIGHTS 499356 SCOTT 7/2/2019 126 1130.6408 PHOTOGRAPHIC SUPPLIES COMMUNICATIONS Supplier 131597 B & H PHOTO-VIDEO.COM - PCARD 23.63 TRAVEL INSURANCE NEAL ICMA 499944 SCOTT 7/2/2019 3 1120.6104 CONFERENCES & SCHOOLS ADMINISTRATION Supplier 131781 TRAVEL INSURANCE POLICY - PCARD 103.25 HRA STAFF DINNER, MEETING PREP 499941 SCOTT 7/2/2019 5 1120.6106 MEETING EXPENSE ADMINISTRATION Supplier 132712 RAKU JAPANESE RESTAURANT - PCARD 112.00 PARADE EQUIPMENT RENTAL 499358 SCOTT 7/3/2019 127 1130.6410 VIDEO PRODUCTION SUPPLIES COMMUNICATIONS Supplier 131600 CINEQUIPT - PCARD 649.00 DRONE SMART CONTROLLER 499357 SCOTT 7/7/2019 128 421130.6710 EQUIPMENT REPLACEMENT COMMUNICATION EQUIPMENT Supplier 131597 B & H PHOTO-VIDEO.COM - PCARD 457.77 LMC CITY CLERK CONF 499929 SHARON 6/28/2019 149 1185.6104 CONFERENCES & SCHOOLS LICENSING, PERMITS & RECORDS Supplier 130654 HOLIDAY INN - PCARD 210.60 FLIGHT-ABM 499117 STEPHEN 6/24/2019 293 1495.6104 CONFERENCES & SCHOOLS INSPECTIONS Supplier 130386 DELTA AIR - PCARD 114.10 499863 SUSAN 6/27/2019 25 5110.6564 CRAFT SUPPLIES ART CENTER ADMINISTRATION Supplier 145680 ETSY.COM - STITCHONOMY - PCARD 2.56 LICENSE CC USE FEE 498405 SUSAN 7/10/2019 278 1553.6260 LICENSES & PERMITS EQUIPMENT OPERATION GEN 103.00 LICENSE PLATE 498406 SUSAN 7/10/2019 279 1553.6260 LICENSES & PERMITS EQUIPMENT OPERATION GEN Supplier 140435 SOUTHDALE SERV CTR - PCARD 29.33 499852 SUSAN 7/11/2019 5111.6406 GENERAL SUPPLIES ART CENTER BLDG/MAINT 8/28/2019CITY OF EDINA 16:28:34R55CKR2LOGIS101 21Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/9/20198/9/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 20190809 8/9/2019 129962 US BANK - CREDIT CARD Continued... 29 Supplier 131611 JERRYS DO IT BEST HARDWARE - PCARD 37.62 499853 SUSAN 7/11/2019 30 5111.6406 GENERAL SUPPLIES ART CENTER BLDG/MAINT Supplier 130404 MENARDS - PCARD 84.12 499857 SUSAN 7/15/2019 31 5111.6532 PAINT ART CENTER BLDG/MAINT 5.49 499856 SUSAN 7/15/2019 32 5111.6532 PAINT ART CENTER BLDG/MAINT Supplier 132714 SHERWIN WILLIAMS - PCARD 8.00 499859 SUSAN 7/16/2019 33 5110.6406 GENERAL SUPPLIES ART CENTER ADMINISTRATION Supplier 139342 HY VEE - PCARD 20.88 499858 SUSAN 7/17/2019 34 5111.6532 PAINT ART CENTER BLDG/MAINT Supplier 132714 SHERWIN WILLIAMS - PCARD 4.78 499860 SUSAN 7/18/2019 35 5110.6406 GENERAL SUPPLIES ART CENTER ADMINISTRATION Supplier 139342 HY VEE - PCARD 4.99 499861 SUSAN 7/18/2019 36 5110.6406 GENERAL SUPPLIES ART CENTER ADMINISTRATION Supplier 130692 CUB FOODS - PCARD 154.77 499864 SUSAN 7/23/2019 37 5111.6532 PAINT ART CENTER BLDG/MAINT Supplier 132714 SHERWIN WILLIAMS - PCARD 21.49 499855 SUSAN 7/24/2019 38 5110.6406 GENERAL SUPPLIES ART CENTER ADMINISTRATION Supplier 130362 TARGET - PCARD 60.00 499854 SUSAN 7/24/2019 39 5110.6564 CRAFT SUPPLIES ART CENTER ADMINISTRATION Supplier 145491 SQ *MINNESOTA CLAY - PCARD 3.21 499851 SUSAN 7/3/2019 26 5111.6406 GENERAL SUPPLIES ART CENTER BLDG/MAINT Supplier 131611 JERRYS DO IT BEST HARDWARE - PCARD 7.98 499862 SUSAN 7/3/2019 27 5110.6564 CRAFT SUPPLIES ART CENTER ADMINISTRATION 22.68 499865 SUSAN 7/9/2019 28 5110.6406 GENERAL SUPPLIES ART CENTER ADMINISTRATION Supplier 131250 LUNDS - PCARD 8/28/2019CITY OF EDINA 16:28:34R55CKR2LOGIS101 22Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/9/20198/9/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 20190809 8/9/2019 129962 US BANK - CREDIT CARD Continued... 67.22 VV SUPPLIES 498613 TIFFANY 7/10/2019 84 4075.6406 GENERAL SUPPLIES VANVALKENBURG Supplier 130760 COSTCO.COM - PCARD 320.00 ROLLER GARDEN 499463 TIFFANY 7/24/2019 85 1624.6103 PROFESSIONAL SERVICES PLAYGROUND & THEATER Supplier 141121 ROLLER GARDEN - PCARD 8.55 MICROPHONE GRILL 499118 TOM 6/26/2019 71 5761.6530 REPAIR PARTS CENTENNIAL LAKES OPERATING Supplier 134733 AMAZON.COM - PCARD 287.10 GENERAL SUPPLIES 499119 TOM 7/1/2019 72 5765.6406 GENERAL SUPPLIES PROMENADE EXPENSES Supplier 130404 MENARDS - PCARD 134.22 REGULATORY SIGN 499122 TOM 7/10/2019 75 5765.6406 GENERAL SUPPLIES PROMENADE EXPENSES Supplier 130429 SMARTSIGN - PCARD 249.00 CURB RAMPS 499131 TOM 7/15/2019 185 1643.6556 TOOLS Greenhouse and horticulture Supplier 130422 PAYPAL - PCARD 63.00 WINDOW REPAIR 499124 TOM 7/15/2019 76 5761.6180 CONTRACTED REPAIRS CENTENNIAL LAKES OPERATING Supplier 131611 JERRYS DO IT BEST HARDWARE - PCARD 140.36 LANDSCAPE SUPPLIES 499125 TOM 7/15/2019 77 5761.6406 GENERAL SUPPLIES CENTENNIAL LAKES OPERATING Supplier 140958 SITEONE LANDSCAPES - PCARD 481.82 GENERAL SUPPLIES 499123 TOM 7/15/2019 79 5765.6406 GENERAL SUPPLIES PROMENADE EXPENSES Supplier 130421 THE HOME DEPOT - PCARD 22.87 TRAINING 498657 TOM 7/16/2019 181 1470.6104 CONFERENCES & SCHOOLS FIRE DEPT. GENERAL Supplier 130411 JERRY'S FOODS - PCARD 151.56 SIGNAGE 499126 TOM 7/16/2019 78 5761.6406 GENERAL SUPPLIES CENTENNIAL LAKES OPERATING Supplier 130429 SMARTSIGN - PCARD 29.00 SCHEDULING APP.499127 TOM 7/17/2019 80 5760.6105 DUES & SUBSCRIPTIONS CENTENNIAL LAKES ADMIN EXPENSE Supplier 135907 WHENIWORK.COM - PCARD 18.23 MEETING 498658 TOM 7/19/2019 182 1470.6106 MEETING EXPENSE FIRE DEPT. GENERAL Supplier 131258 STARBUCKS - PCARD 178.18 GENERAL SUPPLIES 499128 TOM 7/19/2019 5761.6406 GENERAL SUPPLIES CENTENNIAL LAKES OPERATING 8/28/2019CITY OF EDINA 16:28:34R55CKR2LOGIS101 23Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/9/20198/9/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 20190809 8/9/2019 129962 US BANK - CREDIT CARD Continued... 81 78.53 PAVER BASE 499129 TOM 7/19/2019 82 5761.6530 REPAIR PARTS CENTENNIAL LAKES OPERATING 84.78 REPAIR PARTS 499120 TOM 7/2/2019 73 5761.6530 REPAIR PARTS CENTENNIAL LAKES OPERATING Supplier 130421 THE HOME DEPOT - PCARD 18.23 MEETING 498659 TOM 7/23/2019 183 1470.6106 MEETING EXPENSE FIRE DEPT. GENERAL Supplier 131258 STARBUCKS - PCARD 48.23 TRAINING 498660 TOM 7/23/2019 184 1470.6104 CONFERENCES & SCHOOLS FIRE DEPT. GENERAL Supplier 130411 JERRY'S FOODS - PCARD 451.59 MOWER 499130 TOM 7/23/2019 83 5765.6406 GENERAL SUPPLIES PROMENADE EXPENSES Supplier 133987 POWER EQUIPMENT - PCARD 355.22 CLEANING SUPPLIES 499121 TOM 7/5/2019 74 5761.6406 GENERAL SUPPLIES CENTENNIAL LAKES OPERATING Supplier 130421 THE HOME DEPOT - PCARD 17.60 FACEBOOK BOOST 499341 VICTORIA 7/6/2019 227 7410.6122 ADVERTISING OTHER PSTF ADMINISTRATION Supplier 132896 FACEBOOK - PCARD 33.00 PARKING GREATER MSP 499108 WILLIAM 6/24/2019 292 9210.6406 GENERAL SUPPLIES HRA ADMINISTRATION Supplier 136932 MARTEN - PCARD 49,601.15 49,601.15 Grand Total Payment Instrument Totals Checks EFT Payments 49,601.15 Total Payments 49,601.15 Date: September 4, 2019 Agenda Item #: VI.C. To:Mayor and City Council Item Type: Report / Recommendation From:Don Uram, Finance Director Item Activity: Subject:Resolution No. 2019-55: Granting City Council Consent for Housing and Redevelopment Authority Levy Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Resolution No. 2019-55 granting City Council consent for the Housing and Redevelopment Authority (HRA) Levy. INTRODUCTION: The HRA is a separate taxing authority formed by the City Council in 1974. In 2017, the HRA used its taxing authority for the first time joining several other cities in Hennepin County. The purpose of the levy is to pay a portion of the administrative expenses that are necessary to operate the HRA. Historically, expenses have been paid using TIF funds. Continuing with the plan to reduce the reliance on TIF for general administrative expenses and other economic development initiatives, the levy proposed for 2020 is $192,000 and for 2021 is $230,400. The levy in 2019 was $160,000. City Council adoption of this resolution is a required step in the process of establishing an HRA levy for 2020 and 2021. ATTACHMENTS: Description Resolution No. 2019-55: Granting City Council Consent for HRA Levy RESOLUTION NO. 2019-55 GRANTING CITY COUNCIL CONSENT FOR HOUSING AND REDEVELOPMENT AUTHORITY LEVY WHEREAS, The Edina Housing and Redevelopment Authority (the “HRA”) has authorities and powers according to MN Statutes, Sections 469.001 to 469.047. MN Statutes, Section 469.033, subd. 6 grants the HRA the power to levy and collect taxes subject to a resolution of consent from the Edina City Council for a set period. WHEREAS, The HRA has formulated and filed budgets for the 2020 – 2021 fiscal years in the same manner as required of executive departments of the City. WHEREAS, The HRA’s 2020 preliminary budget includes a property tax levy of $192,000 and the 2021 preliminary budget a property tax levy of $230,400. NOW, THEREFORE, BE IT RESOLVED by the Edina City Council as follows: The City Council hereby consents to and authorizes an HRA tax levy in the not to exceed amounts of $192,000 payable in 2020 and $230,400 payable in 2021. Passed and adopted by the City Council on September 4, 2019. 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 September 4, 2019, 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: September 4, 2019 Agenda Item #: VI.D. To:Mayor and City Council Item Type: Request For Purchase From:Tom Swenson, Assistant Director of Parks and Natural Resources Item Activity: Subject:Request for Purchase: Toro 5910 Mower Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Request for Purchase for a Toro 5910 mower with MTI Distributing for $112,960.72. INTRODUCTION: This 16 foot wide mower will replace a mower purchased in 2005. Dependability issues require this mower to be replaced earlier than planned in the Parks Equipment Replacement Schedule. There is sufficient reserves to cover this purchase. ATTACHMENTS: Description Request for Purchase: Toro 5910 Mower City of Edina • 4801 W. 50th St. • Edina, MN 55424 Request for Purchase Date: September 4, 2019 To: Mayor and City Council From: Tom Swenson, Assistant Director of Parks and Natural Resources Subject: Request for Purchase: Toro 5910 Mower Purchase Subject to: ☐List Quote/Bid ☒State Contract ☐Service Contract The Recommended Bid is: ☐Within Budget ☒Not Within Budget MTI Distributing $112,960.72 (State Contract #150841) General Information: This 16 foot wide mower will replace a mower purchased in 2005. Dependability issues require this mower to be replaced early in the Parks Equipment Replacement Schedule. There is sufficient reserves to cover this purchase. Date Bid Opened or Quote Received: Bid or expiration Date: August 15, 2019 October 14, 2019 Company: Amount of Quote or Bid: MTI Distributing $112,960.72 Recommended Quote or Bid: Page 2 City of Edina • 4801 W. 50th St. • Edina, MN 55424 Request for Purchase Department Director Authorization: ________________________________________ City Council Authorization Date: ______________________ (for purchases over $20,000 only) Budget Impact Funding for the equipment would come from the Parks Maintenance department equipment replacement fund. The 2019 C.I.P. budget for Parks Maintenance equipment replacement is $54,000 to replace a different piece of equipment. This request for purchase will replace a 2005 mower that was scheduled for replacement in 2025. Due to dependability issues and maintenance costs, it is necessary to replace it now. There are enough reserves in the Parks Maintenance equipment replacement fund to replace the mower earlier than anticipated. Environmental Impact The new Toro 5910 mower will be replacing a 2005 Jacobsen 9016 mower. The Toro 5910 has a tier 4 engine with advanced engine technology and after treatment (catalytic converter) that reduces emissions by 50-96 percent and increases fuel efficiency. The large swing in the emission percentage is dependent on how the mower is used. When the new Toro mower is idling, it has a 50 percent reduction in emission. When it is driving or mowing it has a 96 percent reduction in emission. The new Toro 5910 mower also has a cab making it much healthier for the operator. Because of the age of the 9016 Jacobsen mower it is getting more expensive to repair and almost impossible to find parts because the Jacobsen mower has an Italian engine. Because of all the items listed above we believe it is time to replace the 14-year-old Jacobsen mower. Community Impact The new Toro mower is quieter then the Jacobsen 9016 mower and because the Toro mower has a cab it will do a better job and stay out longer than the Jacobsen mower. Date: September 4, 2019 Agenda Item #: VI.E. To:Mayor and City Council Item Type: Request For Purchase From:Tom Swenson, Assistant Director of Parks and Natural Resources Item Activity: Subject:Request for Purchase: Institution Community Work Crew Contract Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve the Institution Community Work Crew contract with the State of Minnesota for $186,500. INTRODUCTION: The Institution Community Work Crew Program has been successful for Edina by providing manual labor for various projects including buckthorn removal, tree removal, snow shoveling, dome installation, median maintenance, general cleaning and other high labor lower skill tasks. ATTACHMENTS: Description Request for Purchase: Institution Community Work Crew Contract Institution Community Work Crew contract City of Edina • 4801 W. 50th St. • Edina, MN 55424 Request for Purchase Date: September 4, 2019 To: Mayor and City Council From: Tom Swenson, Assistant Director of Parks and Natural Resources Subject: Request for Purchase: Institution Community Work Crew Contract Purchase Subject to: ☐List Quote/Bid ☐State Contract ☒Service Contract The Recommended Bid is: ☒Within Budget ☐Not Within Budget State of Minnesota General Information: The Institution Community Work Crew Program has been successful for Edina by providing manual labor for various projects including buckthorn removal, tree removal, snow shoveling, dome installation, median maintenance, general cleaning and other high labor lower skill tasks. This two-year contract will be divided equally between Parks Maintenance, Arena, Public Works and Engineering with each of the departments paying $46,625.00. This contract starts on October 1, 2019 to September 30, 2021. Date Bid Opened or Quote Received: Bid or expiration Date: N/A N/A Company: Amount of Quote or Bid: State of Minnesota $186,500.00 Recommended Quote or Bid: Page 2 City of Edina • 4801 W. 50th St. • Edina, MN 55424 Request for Purchase Department Director Authorization: ________________________________________ City Council Authorization Date: ______________________ (for purchases over $20,000 only) Budget Impact Environmental Impact Edina utilizes this labor to remove buckthorn. Buckthorn crowds out native plant species. Removing buckthorn allows for a natural regeneration of public wooded areas. Community Impact This contract will increase the level of service provided to Edina residents by providing the necessary manual labor to manage beautification projects and natural areas. This contract is a continuation of the current contract that expires on September 30, 2019. This contract will be jointly funded through the contractual services operational budgets of Parks Maintenance, Arena, Public Works and Engineering. Revised 9/02 Income Contract No. __________ (Provided by Department of Administration) STATE OF MINNESOTA INCOME CONTRACT This contract is between the State of Minnesota, acting through its Commissioner of Corrections, Institution Community Work Crew Program (“State”), and the City of Edina, 4801 West 50th St., Edina, Minnesota, 55424 ("Purchaser"). Recitals 1. Under Minn. Stat. §241.278 the State is empowered to enter into income contracts. 2. The Purchaser is in need of an Institution Community Work Crew (ICWC) on an as needed basis. 3. The State represents that it is duly qualified and agrees to provide the services described in this contract, if a ICWC is available when requested by Purchaser. Contract 1 Term of Contract 1.1 Effective date: October 1, 2019, or the date the State obtains all required signatures under Minnesota Statutes Section 16C.05, subdivision 2, whichever is later. 1.2 Expiration date: September 30, 2021, or until all obligations have been satisfactorily fulfilled, whichever occurs first. 2 State’s Duties The State will: 2.1 Provide a crew leader who will supervise up to ten (10) offender crewmembers during four (4) 10- hour days per week, including the hours crew leaders spend for daily preparation, communication and travel. The crew leader will take directions as to the location and nature of the work to be completed on a given day as requested by the Purchaser’s Authorized Representative or designee. 2.2 Train each work crew in safety principles and techniques set forth by applicable federal, state and local agency requirements. Purchaser agrees that the State has the authority to refuse selected projects if it considers the projects beyond the skill level of the crewmembers and/or unsafe to perform. 2.3 Provide required personal safety equipment and clothing needed for specific work. 2.4 Screen projects to ensure that appropriate staff are assigned. 2.5 Submit reports to the Purchaser upon request. 3 Purchaser’s Duties The Purchaser will 3.1 Obtain all necessary permits or licenses or special authority for all projects that utilize ICWC labor. 3.2 Assign all work and coordinate material purchases and delivery through the ICWC crew leader for projects to be performed by the State. 3.3 Hire any subcontractors utilized in the project. 3.4 Provide utilities at the work site and set up accounts for the purchase of materials and rental of specialized tools or equipment needed for the work. 3.5 Meet with the State as necessary to provide project information needed by the State in the performance of its’ duties. 4 Payment The Purchaser will pay the State for all services performed by the State under this contract as follows: Payment shall be made by the Purchaser to the State in the amount of forty six thousand six hundred twenty five and 00/100 dollars ($46,625.00) on October 1, 2019, forty six thousand six hundred twenty five and 00/100 dollars ($46,625.00) on April 1, 2020, forty six thousand six hundred twenty five and 00/100 dollars ($46,625.00) on October 1, 2020, and forty six thousand six hundred twenty five and 00/100 dollars ($46,625.00) on April 1, 2021. Any overtime hours will be billed at the rate of seventy-five and 00/100 dollars ($75.00) per hour. Revised 9/02 The total obligation of the Purchaser for all compensation and reimbursements to the State under this contract is one hundred eighty six thousand five hundred and 00/100 dollars ($186,500.00), plus any additional overtime hours, as its share of the cost of providing a crew leader and placing the work crews into service on the ICWC Program during the term of this agreement. The Purchaser’s share includes time scheduled for training, vacation, sick leave and holidays based on the terms and condition of the crew leaders AFSCME bargaining agreement. 5 Authorized Representatives The State's Authorized Representative is Scott Miller, ICWC Supervisor, or his successor. The Purchaser’s Authorized Representative is Scott Neal, City Manager or Ann Kattreh, Parks and Recreation Director, or their successors. 6 Amendments, Waiver, and Contract Complete 6.1 Amendments. Any amendment to this contract must be in writing and will not be effective until it has been executed and approved by the same parties who executed and approved the original contract, or their successors in office. 6.2 Waiver. If the State fails to enforce any provision of this contract, that failure does not waive the provision or its right to enforce it. 6.3 Contract Complete. This contract contains all negotiations and agreements between the State and the Purchaser. No other understanding regarding this contract, whether written or oral, may be used to bind either party. 7 Liability Each party will be responsible for its own acts and behavior and the results thereof. 8 Government Data Practices The Purchaser must comply with the Minnesota Government Data Practices Act, Minn. Stat. Ch. 13, as it applies to all data provided by the State under this contract. The civil remedies of Minn. Stat. § 13.08 apply to the release of the data referred to in this clause by either the Purchaser or the State. If the Purchaser receives a request to release the data referred to in this Clause, the Purchaser must immediately notify the State. The State will give the Purchaser instructions concerning the release of the data to the requesting party before the data is released. 9 Publicity Any publicity regarding the subject matter of this contract must not be released without prior written approval from the State’s Authorized Representative. 10 Audit Under Minn. Stat. § 16C.05, subd. 5, the Purchaser’s books, records, documents, and accounting procedures and practices relevant to this contract are subject to examination by the State and/or the State Auditor or Legislative Auditor, as appropriate, for a total of six years. 11 Governing Law, Jurisdiction, and Venue Minnesota law, without regard to its choice-of-law provisions, governs this contract. Venue for all legal proceedings out of this contract, or its breach, must be in the appropriate state or federal court with competent jurisdiction in Ramsey County, Minnesota. 12 Termination Either party may terminate this agreement at any time, with or without cause, upon 30 days’ written notice to the other party. Revised 9/02 1. PURCHASER The Purchaser certifies that the appropriate person(s) have executed the contract on behalf of the Purchaser as required by applicable articles, bylaws, resolutions, or ordinances. By Title Date By Title Date 2. STATE AGENCY With delegated authority By Title Date 3. Commissioner of Administration As delegated to Materials Management Division By Date Distribution DOC Financial Services Unit – Original (fully executed) contract Purchaser State’s Authorized Representative Budget Officer of Authorized Representative Department of Administration – Materials Management Division Date: September 4, 2019 Agenda Item #: VI.F. To:Mayor and City Council Item Type: Report / Recommendation From:Jeff Brown, Community Health Administrator Item Activity: Subject:Ordinance Number 2019-13: Adding Rental Licensing Fees to Fee Schedule and Waive Second Reading Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Adopt Ordinance Number 2019-13 adding rental licensing fees to the City's fee schedule and waive second reading. INTRODUCTION: This ordinance is necessary to add fees to the City's fee schedule to support the new residential rental housing licensing and inspection program. ATTACHMENTS: Description Ordinance No. 2019-13: Adding Rental License Fees ORDINANCE NO. 2019-13 THE CITY COUNCIL OF THE CITY OF EDINA ORDAINS: The following described fees of Schedule A to Code Section 2-724 are amended to read as follows: Chapter and Section Purpose of Fee/Charge Proposed 2019 Fee 10-224 Annual Rental License Fee Single Family Unit: $180 Multi-Family Building: $180 plus $17 per unit 10-225 (C) (4) (a) Re-inspection Fee $150 10-223 Conversion Fee $150 10-224 10-225 Late Renewal Fee 45 days: 25% of License Fee (Max: $500) 90 days: 50% of License Fee (Max: $1000) The effective date of this Ordinance shall be November 4, 2019. First Reading: September 4, 2019 Second Reading: Waived Published: September 19, 2019 Attest: ____________________________ ______________________________ Sharon Allison, City Clerk James Hovland, Mayor PLEASE PUBLISH IN THE EDINA SUN CURRENT ON SEPTEMER 19, 2019. SEND TWO AFFIDAVITS OF PUBLICATION. BILL TO EDINA CITY CLERK Date: September 4, 2019 Agenda Item #: VI.G. To:Mayor and City Council Item Type: Request For Purchase From:Brian E. Olson, Director of Public Works Item Activity: Subject:Request for Purchase: 800 MHz Radio Replacement Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Request for Purchase of 800 MHz Radios with ANCOM, Inc. for $173,045.50. INTRODUCTION: This purchase is the final phase of replacing Public Works radios that began in 2014. See attached Request for Purchase. ATTACHMENTS: Description RFP: 800 MHz Radio Replacement City of Edina • 4801 W. 50th St. • Edina, MN 55424 Request for Purchase Date: September 4, 2019 To: Mayor and City Council From: Brian E. Olson, Director of Public Works Subject: Request for Purchase: 800 MHz Radio Replacement Purchase Subject to: ☐List Quote/Bid ☒State Contract ☐Service Contract The Recommended Bid is: ☒Within Budget ☐Not Within Budget ANCOM, Inc. $173,045.50 This purchase will move forward a 2019 Capital Improvement Purchase of handheld radios and accessories allowing staff to communicate between departments, other agencies and dispatch. This purchase represents the final phase of replacing Public Works radios that began in 2014. Date Bid Opened or Quote Received: Bid or expiration Date: June 11, 2019 December 31, 2019 Company: Amount of Quote or Bid: ANCOM, Inc. $173,045.50 Recommended Quote or Bid: Page 2 City of Edina • 4801 W. 50th St. • Edina, MN 55424 Request for Purchase Department Director Authorization: ________________________________________ City Council Authorization Date: ______________________ (for purchases over $20,000 only) Budget Impact • Funding Source – Construction Fund: Equipment Levy • Replacement of existing radios Environmental Impact • N/A Community Impact • Allows for broad communication connectivity with multiple City and outside agencies, especially in emergency and first responder situations Date: September 4, 2019 Agenda Item #: VI.H. To:Mayor and City Council Item Type: Request For Purchase From:Tim Barnes, City Facility Manager Item Activity: Subject:Request for Purchase: Rytec Garage Doors for Public Works Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve request for Purchase for Rytec garage doors for Public Works with Star Equipment for $65,990. INTRODUCTION: The public works building was built in 2010 and it has 2 garage doors in the main garage which houses our fleet of maintenance equipment. On average, the doors open and close 100 times daily. The doors are extremely heavy metal sectional doors that put a great deal of strain on the springs, rollers, motors and incur an average of $9,000 in maintenance costs annually. The new doors are lighter and high speed and will eliminate the excessive annual maintenance costs. An added bonus is that we will conserve energy with the increased opening and closure time of the new doors operation. See attached Request for P urchase. ATTACHMENTS: Description Request for Purchase: Rytec Garage Doors for Public Works City of Edina • 4801 W. 50th St. • Edina, MN 55424 Request for Purchase Date: September 4, 2019 To: Mayor and City Council From: Tim Barnes, City Facility Manager Subject: Request for Purchase: Rytec Garage Doors for Public Works Purchase Subject to: ☒List Quote/Bid ☐State Contract ☐Service Contract The Recommended Bid is: ☒Within Budget ☐Not Within Budget These garage doors are to replace the two main doors at our equipment storage garage, which is a critical component in our fleet operation. Date Bid Opened or Quote Received: Bid or expiration Date: 03/28/2019 09/30/2019 Company: Amount of Quote or Bid: Star Equipment Fairborn Equipment $65,990.00 $73,030.00 Recommended Quote or Bid: Star Equipment 65,990.00 Page 2 City of Edina • 4801 W. 50th St. • Edina, MN 55424 Request for Purchase Department Director Authorization: ________________________________________ City Council Authorization Date: ______________________ (for purchases over $20,000 only) Budget Impact The funding sources are 50% of the CAS fund and 1552. These new doors will replace garage doors at the Public Works Garage. These main doors in the fleet garage are used around a 100 times a day. The original doors were very heavy and based on our volume of use we wore out the springs every two years. We estimate that we will save $9,000.00 yearly avg. in maintenance costs. Based on maintenance costs alone of the current doors we anticipate a 7.3 year payback. Environmental Impact While there is an incremental increase in electrical usage for the doors to open and close more quickly, this is offset by the savings we will see in natural gas usage. Centerpoint anticipates $2,054.00 per year in gas savings, according to their calculations from the Michaels Energy group. Community Impact These doors will provide a cost savings to the residents that we can use towards other maintenance repairs around the City. They will also allow for a quicker operation due to the speed in opening and closing, allowing for our fleet to get out on the job in a more efficient manner. Date: September 4, 2019 Agenda Item #: VI.I. To:Mayor and City Council Item Type: Request For Purchase From:David Nelson, Police Chief Item Activity: Subject:Request for Purchase: Police Equipment Replacement Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Request for Purchase of replacement rifles with Sentinel MN for $23,890.50. INTRODUCTION: This purchase is for replacement rifles for squad cars. See attached Request for Purchase. ATTACHMENTS: Description Request for Purchase: Police Equipment Replacement City of Edina • 4801 W. 50th St. • Edina, MN 55424 Request for Purchase Date: September 4, 2019 To: Mayor and City Council From: David Nelson, Police Chief Subject: Request for Purchase: Police Equipment Replacement Purchase Subject to: ☒List Quote/Bid ☐State Contract ☐Service Contract The Recommended Bid is: ☒Within Budget ☐Not Within Budget Sentinel MN $23,890.50 The LMT 11.5” MARS-LS SBR rifle was selected by the Police Department Rifle Replacement Committee for multiple reasons including ambidextrous assembly, enhanced bolt carriers, flip-up front and rear sights already assembled and attached, and removable rifle barrels for future replacement. The purchase also includes a Streamlight HLX mounted 1000 lumen light for each rifle. Sentinel MN had the lowest purchase quote out of all three businesses and offered to purchase the 18 SLR rifles the department is disposing of for $275.00 per rifle. Staff recommends purchasing the rifles from Sentinel MN. Date Bid Opened or Quote Received: Bid or expiration Date: August 14, 2019 None Listed Company: Amount of Quote or Bid: Sentinel MN Ahlman’s Arnzen Arms $23,890.50 $34,917.15 $39,000.00 Recommended Quote or Bid: Page 2 City of Edina • 4801 W. 50th St. • Edina, MN 55424 Request for Purchase Department Director Authorization: ________________________________________ City Council Authorization Date: ______________________ (for purchases over $20,000 only) Budget Impact This project is funded through Capital Improvement Funding. Managing costs associated to the project are routine armoring and maintenance of the weapons (approximately $1000.00 a year total). The squad rifles being disposed of are being bought by Sentinel MN at $275.00 per rifle for a total credit of $4950.00. This total will be credited on the purchase of the new rifle platform. Environmental Impact There is no energy consumed by these rifles. The squad rifle lights are powered by battery and will consume one battery per year as routine maintenance which is the same procedure which we currently use for the current rifles. There is no water use associated with this purchase. This project will create the same amount of waste as we currently use with routine cleaning and armoring of the weapons. All waste is properly disposed of using the appropriate waste procedures. The South Metro Public Training Facility handles all waste procedures when it comes to ammunition and disposal of used ammunition. Community Impact This purchase will have a long-term impact for Edina residents as the squad rifles are on a 7 to 10 year replacement cycle. The purchase of the LMT rifle platform will allow the department to potentially purchase only new rifle barrels in 7 to 10 years in place of whole rifles. The swapping of the LMT barrels will potentially reduce costs in the next replacement cycle significantly. Date: September 4, 2019 Agenda Item #: VI.J. To:Mayor and City Council Item Type: Report / Recommendation From:David Nelson, Police Chief Item Activity: Subject:Resolution No. 2019-65: Authorizing Agreement with Driving While Intoxicated Officer Grant Program Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Resolution No. 2019-65 authorizing agreement with Driving While Intoxicated Officer Grant Program. INTRODUCTION: For the past four years, our Driving While Intoxicated (DWI) officers has averaged 148 DWI arrests per year. Both officers who have worked this particular role have since become Drug Recognition Experts (DREs) and our DWI/Drugs arrests have significantly increased since the DWI grant began. Our DWI officers educate the community on their role within the police department and the current DWI officer has spoken at community events held at Edina High School. When our DWI officer is not making arrests, he is still making up to 20 contacts per shift with community members and those travelling through Edina. ATTACHMENTS: Description Resolution No. 2019-65 RESOLUTION NO. 2019-65 AUTHORIZING EXECUTION OF AGREEMENT DWI ENFORCEMENT OFFICER GRANT PROGRAM WHEREAS, the Chief of the Edina Police Department is hereby authorized to execute such agreements and amendments as are necessary to implement the project on behalf of the Edina Police Department and to be the fiscal agent and administrator of the grant. NOW THEREFORE, BE IT RESOLVED that the City Council of the City of Edina hereby declares its commitment to enter into a grant agreement with the Minnesota Department of Public Safety, Minnesota, for the project entitled DWI ENFORCEMENT OFFICER GRANT PROGRAM. BE IT FURTHER RESOLVED that the DWI ENFORCEMENT OFFICER GRANT PROGRAM be effective during the period October 1, 2019 through September 30, 2020. Adopted this 4th day of September, 2019 City Clerk 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 September 4, 2019, and as recorded in the Minutes of said Regular Meeting. WITNESS my hand and seal of said City this _______ day of ________________, ____________. Date: September 4, 2019 Agenda Item #: VI.K. To:Mayor and City Council Item Type: Report / Recommendation From:Andrew Scipioni, Transportation Planner Item Activity: Subject:Resolution 2019-67: Approving the 2020 Budget and Dues Increase for the I-494 Corridor Commission Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Adopt Resolution 2019-67 approving the 2020 budget and dues increase for the I-494 Corridor Commission. INTRODUCTION: At the August 14 regular meeting, the I-494 Corridor Commissioners adopted the 2020 budget and membership dues increase from $0.40 per resident to $0.50. T hese changes reflect a decrease in anticipated revenue from the State of Minnesota. Per the Joint Powers Agreement, the Council of each member party shall approve, modify, or reject the proposed Commission budget and the Party's financial contribution. ATTACHMENTS: Description Resolution No. 2019-67: Approving the 2020 Budget and 2020 Dues Increase for the 1-494 Corridor Commission RESOLUTION NO. 2019-67 APPROVING THE 2020 BUDGET AND 2020 DUES INCREASE FOR THE I-494 CORRIDOR COMMISSION WHEREAS, The City of Edina is a member of the I-494 Corridor Commission, a joint powers organization with the purpose of more effectively and efficiently moving people and goods around the I-494 Corridor; and WHEREAS, the Joint Powers Agreement for the I-494 Corridor Commission requires members to “approve, modify or reject the proposed Commission budget and the Party’s financial contribution” each calendar year; and WHEREAS, The I-494 Corridor Commissioners have recommended a $567,433 budget for 2020 (a reduction of $18,699 from the 2019 budget), the majority of which comes from a federal government grant; and WHEREAS, The I-494 Corridor Commissioners have recommended a membership dues increase from $0.40 per resident in 2019 to $0.50 per resident in 2020 given a reduction in anticipated revenue from the State of Minnesota; and WHEREAS, the 2020 budget and dues increase is intended to advance the successful work of the I-494 Corridor Commission during a time when several major freeway construction projects will be underway; NOW, THEREFORE, BE IT RESOLVED, the City of Edina approves the I-494 Corridor Commission 2020 budget of $567,433 and the 2020 dues increase to $0.50 per resident. Adopted this 4th Day of September, 2019. 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 September 4, 2019 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: September 4, 2019 Agenda Item #: VI.L. To:Mayor and City Council Item Type: Request For Purchase From:Chad A. Millner, P.E., Director of Engineering Item Activity: Subject:Request for Purchase: Design Services for Water Treatment Plant No. 5 Concept Validation Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Request for Purchase for Professional Services for Water Treatment Plant No. 5 Concept Validation with Advanced Engineering and Environmental Services, Inc, for $89,525. INTRODUCTION: This item will provide professional services to verify the architectural standards required by the Council for a water treatment plant on France Avenue in the Southdale District. ATTACHMENTS: Description Request for Purchase: Design Services for Water Treatment Plant No. 5 Concept Validation Letter Proposal Fee Estimate City of Edina • 4801 W. 50th St. • Edina, MN 55424 Request for Purchase Date: September 4, 2019 To: Mayor and City Council From: Chad A. Millner PE, Director of Engineering Subject: Request for Purchase: Design Services for Water Treatment Plant No. 5 Concept Validation Purchase Subject to: ☐List Quote/Bid ☐State Contract ☒Service Contract The Recommended Bid is: ☒Within Budget ☐Not Within Budget Information/Background: At the June 18, 2019 City Council Work Session, the Southdale Site was re-affirmed as the location for Water Treatment Plant #5. These professional services will first develop the architectural option envisioned by the council before developing bid documents. This scope of work gets the project thru an approved architectural option. Date Bid Opened or Quote Received: Bid or expiration Date: August 26, 2019 N/A Company: Amount of Quote or Bid: Advanced Engineering and Environmental Services, Inc (AE2S) $89,525 Recommended Quote or Bid: AE2S Page 2 Request for Purchase Budget Impact This item is for professional services to develop the architecture of Water Treatment Plant No. 5. The capital improvement is funded under CIP #15-162. Environmental Impact Sustainability and environmental impacts will be considered during design. Community Impact The preliminary engineering report describes various elements of community fit, service, costs and risk to building the WTP at this site. Department Director Authorization:_______________________________ City Council Authorization Date: _____________________ (for purchases over $20,000 only) August 26, 2018 Mr. Ross T. Bintner, PE Engineering Services Manager City of Edina 7450 Metro Blvd Edina, MN 55439 RE: Supplemental Letter Agreement Water Treatment Plant 5 – Southdale Concept Validation Study City of Edina, Minnesota Dear Mr. Bintner: Thank you for the opportunity to provide this professional services proposal for services related to the Water Treatment Plant 5 – Southdale Concept Validation Study. The following letter provides a general overview of our understanding of the project and the proposed scope of services, anticipated timeline, and estimate of associated professional fees. Project Understanding The City of Edina is committed to advancing plans for design and construction of Water Treatment Plant 5 at the Southdale site, to increase the supply of treated water available to system customers. The Project team worked through 2017 on the review of four (4) potential sites for WTP No. 5. The Southdale site was determined to be the preferred site, and plans were developed for the construction of WTP No. 5 (Southdale WTP). Aesthetic integration challenges at the Southdale site and the recognized opportunity to improve overall architectural impact to the Greater Southdale corridor, resulted in the delay of project development to evaluate alternative architectural/aesthetic concepts. In the Spring of 2018, the City of Edina contracted with Snow-Kreilich Architects to develop potential alternative architectural design concepts for the Sotuhdale WTP. This Southdale Concept Validation Study will advance the preliminary alternative concept developed by Snow- Kreilich. The Study will provide for refinement and validation of the alternative architectural concept prepared in the Spring of 2018, meetings with Building and Fire Officials, and review with stakeholders and City leadership. The Study will also confirm accommodation of water treatment functions; address educational, sustainability, and public art components; and provide an opinion of probable project cost for the revised concept. Architectural renderings will be prepared. Ultimately, the Southdale Concept Validation Study and the revised architectural concept will be presented to the Edina City Council for review and authorization to proceed with project design. Mr. Ross T. Bintner, PE Engineering Services Manager RE: Supplemental Letter Agreement Water Treatment Plant 5 – Southdale Concept Validation Study City of Edina, Minnesota August 26, 2019 Page 2 of 4 Scope of Services A. The proposed Scope of Services is outlined as follows: 1. Southdale Concept Validation Study A. Preliminary Review of Alternative Design Concept(s) a. Presentation to Edina City Council Work Session B. Concept Design Review Meetings a. City Building Officials b. City Fire Officials c. Representatives of Simon Properties (lease agreement) d. Representative of Area Schools (educational considerations) e. Individual Meetings with City Council Members i. Three (3) Meetings C. Development of Alternative Architectural Concept a. Exterior Architecture i. Materials of Construction ii. Lighting iii. Appearance iv. Accessibility and Safety v. Site Considerations 1. Landscape Architecture 2. Pedestrian Traffic 3. Vehicular Traffic 4. Stormwater Management vi. Utility Functions vii. Sustainability / Resiliency b. Interior Architecture i. Materials of Construction ii. Lighting iii. Maintenance Considerations iv. Operational Considerations v. Educational Components c. Confirm Accommodation of the Water Treatment Process Technology Identified in the Preliminary Design Report. d. Develop a revised water treatment facility floor plan and site layout. Preliminary layouts to address: i. Treatment System Components ii. Chemical Feed Systems iii. Pumping Systems iv. Mechanical Systems v. Low and High Voltage Site and Facility Electrical Systems vi. Instrumentation and Controls Mr. Ross T. Bintner, PE Engineering Services Manager RE: Supplemental Letter Agreement Water Treatment Plant 5 – Southdale Concept Validation Study City of Edina, Minnesota August 26, 2019 Page 3 of 4 vii. Personnel Areas viii. Site and Structure Access, ix. Standby Power Generation and Associated Fuel System Requirements. e. Develop Conceptual Layouts i. Three (3) Floor Plans – One (1) for Each Primary Level ii. Two (2) Section Views f. Operation and Maintenance Review i. Treatment Performance ii. Performance Objectives iii. Operational Complexity iv. Operational Flexibility v. Operator Security and Safety vi. Public Security and Safety vii. Future Maintenance Considerations g. Constructability Review i. Site Constraints ii. Structural Evaluation iii. Staging and Sequencing D. Prepare Architectural Renderings a. Three (3) views of exterior b. One (1) plan view – interior c. One (1) plan view – exterior E. Prepare Revised Opinion of Probable Total Project Cost F. Prepare Conclusions and Recommendations to Proceed with Design a. Present to Edina City Council Anticipated Project Schedule AE2S proposes to complete of the proposed Scope of Services in accordance with the following proposed schedule: ▪ Project Initiation - September 4, 2019 ▪ Draft Complete - November 22, 2019 ▪ Final Completion - TBD – based on Owner review. Mr. Ross T. Bintner, PE Engineering Services Manager RE: Supplemental Letter Agreement Water Treatment Plant 5 – Southdale Concept Validation Study City of Edina, Minnesota August 26, 2019 Page 4 of 4 Proposed Professional Fees AE2S proposes to provide the professional services consistent with the Scope of Services outlined above on an hourly (plus expenses) basis in amount of Eighty Nine Thousand Five Hundred and Twenty Five Dollars ($89,525). Water Treatment Plant 5 – Southdale Concept Validation Study Professional Fees Advanced Engineering and Environmental Services, Inc. (AE2S) $26,420 Snow-Kreilich Architects $63,105 Total Professional Services = $89,525 Compensation shall not exceed $89,525 without written authorization from the OWNER. AE2S proposes to provide the above professional engineering services in accordance with the Master Agreement for Professional Engineering Services between the City of Edina and Advanced Engineering and Environmental Services, Inc. (AE2S), dated March 7, 2017. Acceptance Should this proposal satisfactorily establish the scope of services desired by the City of Edina and you approve the fees/terms/conditions/schedule, please sign and date both copies of this letter proposal in the space provided. Please retain one (1) copy for your records and return the other to AE2S. Acceptance of this proposal will serve as our Notice to Proceed. AE2S truly appreciates the opportunity to work with you on this important project for the City of Edina. Should you have any questions or comments regarding this proposal for professional services or the project in general, please feel free to contact me. Submitted in Service, Accepted this _____ day of_______, 20___ AE2S City of Edina By: ________________________________ Grant L. Meyer, P.E. CEO Title: _______________________________ Aaron Vollmer, P.E. Operations Manager Attachments: 1. Detailed Fee Breakdown WTP 5 Southdale Concept Validation Cost Consultant Façade City of Edina Meyer Vollmer Geiger Browen Seibert Snow Bullen/ Lu Support Bertrand Babbington Subtotal Labor Expenses Total PIC PM STR, PE Process, PE Process, TECH AIA AIA Arch, Tech Sr. Estimator AIA Hours 2019 Billing Rate 243$ 178$ 157$ 132$ 150$ 275$ 160$ 110$ 200$ 200$ Concept Validation Study 18 49 4 28 60 36 100 220 25 25 565 89,525$ -$ 89,525$ Preliminary Review of Alternative Design Concept(s) 3 3 0 0 0 3 3 0 0 0 12 2,633$ -$ 2,633$ Presentation to Edina City Council Work Session 3 3 3 3 12 2,633$ 2,633$ Concept Design Review Meetings 10 10 0 0 0 10 10 0 0 0 40 8,778$ -$ 8,778$ City Building Officials 2 2 2 2 8 1,756$ 1,756$ City Fire Officials 2 2 2 2 8 1,756$ 1,756$ Representatives of Simon Properties (lease agreement) 2 2 2 2 8 1,756$ 1,756$ Representative of Area Schools (educational considerations) 2 2 2 2 8 1,756$ 1,756$ Individual Meetings with City Council Members (3 Total)2 2 2 2 8 1,756$ 1,756$ Development of Alternative Architectural Concept 2 25 4 20 48 14 56 120 0 20 309 46,915$ -$ 46,915$ Exterior Architecture 2 8 24 20 54 8,894$ 8,894$ Interior Architecture 2 8 24 34 4,694$ 4,694$ Confirm Accomodation of Water Treatment Process 2 8 8 16 2 8 24 68 10,060$ 10,060$ Develop Revised Water Treatment Facility Floor Plan & Site Layout 4 4 16 2 8 24 58 8,334$ 8,334$ Develop Concept Layouts 16 2 8 24 50 7,094$ 7,094$ Operations and and Maintenance Review 9 4 2 8 0 23 4,052$ 4,052$ Constructability Review 4 4 4 2 8 0 22 3,790$ 3,790$ Prepare Architecural Renderings 0 0 0 0 12 4 20 92 0 0 128 16,941$ -$ 16,941$ Three Exterior Views 1 8 60 69 8,563$ 8,563$ One Interior View 1 8 20 29 3,943$ 3,943$ Rendered Floor Plans 8 1 2 8 19 2,749$ 2,749$ Rendered Site Plan 4 1 2 4 11 1,687$ 1,687$ Prepare Revised Option of Probable Costs 0 8 0 8 0 2 8 8 25 5 64 11,626$ -$ 11,626$ Prepare Conclusions and Reccomendations to Proceed with Design 3 3 0 0 0 3 3 0 0 0 12 2,633$ -$ 2,633$ Present to Edina City Council 3 3 3 3 4 3,473$ 3,473$ 18 49 4 28 60 36 100 220 25 25 565$ -$ 89,525$ 4,374$ 8,722$ 628$ 3,696$ 9,000$ 9,900$ 16,000$ 24,200$ 5,000$ 5,000$ Meyer Vollmer Geiger Browen Seibert Snow Bullen/ Lu Support Bertrand Babbington AE2S Snow Kreilich Architects Date: September 4, 2019 Agenda Item #: VI.M. To:Mayor and City Council Item Type: Request For Purchase From:Chad A. Millner, P.E., Director of Engineering Item Activity: Subject:Request for Purchase: Change Order No. 1 for York Sanitary Sewer Professional Services Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Change Order No. 1 to increase the professional services contract amount by $7,241.66. INTRODUCTION: Design and bidding services took more effort than expected due to questionable soil materials in Yorktown Park. Additional design services were needed to ensure proper support for the sanitary sewer pipe. ATTACHMENTS: Description Request for Purchase: Change Order No. 1 CHANGE ORDER NO.1 Improvement No’s: SS-510 Contract No: ENG 19-19 Contract Date: 4/16/2019 Type of Work:Yorktown Park Sanitary Sewer Design and Bid Services Location: Yorktown Park Contractor: SEH Address: 10901 Red Circle Drive, Ste 300, Minnetonka, MN 55343 Description of Change: 1. Initially, poor soil conditions were found following the first round of soil borings. Additional borings were needed to gather more data. SEH spent more time than budgeted working through design solutions, based on initial soil conditions, coordinating new borings, and designing solutions around the data. 2. During the permitting phase, the MPCA informed the City that an EAW would be required for the project. SEH spent more time than budgeted communicating with the MPCA, researching the EAW process, and ultimately submitting a proposal to the City to complete the work. ITEM DESCRIPTION UNIT QTY PRICE TOTAL 1 Design and Bid Contract Amount Increase EACH 1 $7,241.66 $7,241.66 TOTAL CHANGE ORDER NO.1 $7,241.66 IN ACCORDANCE WITH THE CONTRACT AND SPECIFICATIONS, THE CONTRACT AMOUNT SHALL BE ADJUSTED IN THE AMOUNT OF $7,241.66, AND EXTENSION OF 0 days SHALL BE ALLOWED FOR COMPLETION OF THE PROJECT. Amount of Original Contract Total Additions Total Deductions Amount of Adjusted Contract $70,638.00 $7,241.66 $0 $77,879.66 Approved Contractor: City of Edina: By: By: Title: Project Manager Title: Director of Engineering Date: September 4, 2019 Date: September 4. 2019 Date: September 4, 2019 Agenda Item #: VI.N. 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: Design Services for Valley View Road Sidewalk Phase 3 Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Request for Purchase for Engineering Services for Valley View Road Sidewalk Phase 3 with WSB & Associates for $45,448. INTRODUCTION: Recall Valley View Road sidewalk from Gleason Road to Mark Terrace, phases 1 and 2 are nearly complete. Phase 3 will complete the last segment of sidewalk between Gleason Road and McCauley Trail. ATTACHMENTS: Description Request for Purchase: Design Services for Valley View Road Sidewalk Phase 3 Letter Proposal City of Edina • 4801 W. 50th St. • Edina, MN 55424 Request for Purchase Date: September 4, 2019 To: Mayor and City Council From: Chad A. Millner, PE, Director of Engineering Subject: Request for Purchase: Design Services for Valley View Road Sidewalk Phase 3 Purchase Subject to: ☐List Quote/Bid ☐State Contract ☒Service Contract The Recommended Bid is: ☒Within Budget ☐Not Within Budget Date Bid Opened or Quote Received: Bid or expiration Date: August 26, 2019 Company: Amount of Quote or Bid: WSB & Associates $45,448.00 Recommended Quote or Bid: WSB & Associates $45,448.00 Page 2 City of Edina • 4801 W. 50th St. • Edina, MN 55424 Request for Purchase Department Director Authorization: ________________________________________ City Council Authorization Date: ______________________ (for purchases over $20,000 only) Budget Impact This project is listed in the 2019-2023 Capital Improvement Plan (CIP) under CIP #17-070 and will be funded by the Pedestrian and Cyclist Safety (PACS) fund. The WSB & Associates, Inc. proposal includes design and creation of bidding documents for the sidewalk keeping in mind the ultimate reconstruction of Valley View Road. Environmental Impact N/A Community Impact This project will provide premier, long term core service facilities and provide access and mobility while enhancing safety and convenience. It is necessary to improve the infrastructure, and comply with the City’s Living Streets Policy as well as Vision Edina’s mission statement to “provide effective and valued public services and maintain a sound public infrastructure”. K:\010516-000\Admin\Contract\Valley View Phase 3 Prop LTR 082519.docx 701 XENIA AVENUE S | SUITE 300 | MINNEAPOLIS, MN | 55416 | 763.541.4800 | WSBENG.COM August 25, 2019 Mr. Chad Millner, PE Director of Engineering City of Edina 7450 Metro Boulevard Edina, MN 55439 Re: Valley View Road Sidewalk Phase 3 (Mark Terrace Drive to Moccasin Valley Road) Proposal for Engineering Services City of Edina, MN Dear Mr. Millner: WSB & Associates, Inc. (WSB) are pleased to submit the attached proposal for Final Design Engineering Services for the sidewalk construction along Valley View Road, from Mark Terrace Drive to Moccasin Valley Road. This would include the design of the third phase and final phase of sidewalk design along Valley View Road. The total for this work is $45,448. This includes $4,364 for project management and $41,084 for final design. If you have any questions about this proposal, please do not hesitate to contact me at 763-287- 7149. Sincerely, WSB Andrew Plowman, PE Project Manager Attachments Proposal – Valley View Road Sidewalk Phase 2 Construction Page 1 Final Design City Of Edina Valley View Road Sidewalk Phase 3 (Mark Terrace Drive to Moccasin Valley Road) Final Design Engineering Services SCOPE OF WORK Task 1 – Project Management 1.1 Contract Administration: This task includes monthly project management in which the WSB project manager will provide project updates to the Edina City Engineer. This will be provided via email or telephone. 1.2 Project Meetings: WSB will attend up to 2 meetings at Edina Public Works and 2 site visits to review aspects of the design. Task 2 – Final Design 2.1 Construction Limits/Configuration: WSB will finalize the configuration of the sidewalk alignment along Valley View Road. The configuration will be based on the notes collected by the City Engineer. WSB will generate construction limits and provide the layouts to the City Engineer for approval to proceed with assembly of the construction plans. 2.2 Retaining Wall Design: WSB will design the retaining walls (limestone and modular block). This information will include top and base of wall and necessary details. This task will not include geotechnical design, although the City may hire another consultant to complete soil borings and a geotechnical report. 2.3 Utility Coordination: WSB will lead the utility coordination process, this will include: Gopher State One Call, utility verification letter and one design meeting at Edina Public Works. 2.4 Construction Plans: WSB will complete construction plans for the project which will include alignments, limits, cross sections, quantities and appropriate details. 2.5 Parcel Sketches and Legal Descriptions: WSB will complete parcel sketches and legal descriptions of the affected parcels. It is understood the City of Edina will produce the right of way base mapping. 2.6 Special Provisions: WSB will complete the appropriate special provisions for the roadway and retaining wall components of the project. It is assumed the City will assemble the project manual. Proposal – Valley View Road Sidewalk Phase 2 Construction Page 2 Final Design City Of Edina ESTIMATED COST The table below shows a summary of WSB’s estimate of the cost for the work described above. The estimated cost is $45,448. This includes WSB’s labor at our standard hourly billing rates. WSB will bill the City for the actual hours worked up to the maximum of $45,448. A detailed breakdown of the hours can be found on the following page. Tasks Project Cost Task 1 – Project Management $4,364 Task 2 – Final Design $41,084 Total Cost $45,448 Project Design Engineer CAD Tech /Clerical Total CostManager GIS HoursTask Description1.0 Project Management1.1 Contract Administration 12 4 16 $2,412.001.2 Project Meetings 8 4 12 $1,952.0020 4 4 28 $4,364.002.0 Final Design2.1 Construction Limits/Configuration 8 16 4 28 $4,080.002.2 Retaining Wall Design 4 24 6 34 $4,712.002.3 Utility Coordination 4 12 4 20 $2,636.002.4 Construction Plans 16 102 36 154 $21,152.002.5 Parcel Sketches and Legal Descriptions 4 4 48 4 60 $7,500.002.6 Special Provisions 4 4 8 $1,004.0040 158 94 12 304 $41,084.00Total Hours60 162 94 16 332 $45,448.00Hourly Costs$176.00 $136.00 $124.00 $75.00Valley View Road Sidewalk Phase 3Final DesignDetailed Cost Breakdown of Tasks Date: September 4, 2019 Agenda Item #: VI.O. To:Mayor and City Council Item Type: Report / Recommendation From:Andrew Scipioni, Transportation Planner Item Activity: Subject:Approve Traffic Safety Report of July 30, 2019 Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve the Traffic Safety Report of July 30, 2019. INTRODUCTION: The Transportation Commission reviewed the July 30, 2019 Traffic Safety Report at their August 15 meeting and moved to forward the report to City Council for approval. ATTACHMENTS: Description Traffic Safety Report, July 30, 2019 September 4, 2019 Edina Transportation Commission Nick Bauler, Traffic Safety Coordinator Traffic Safety Report of July 30, 2019 Information / Background: The Traffic Safety Committee (TSC) review of traffic safety matters occurred on July 30. The Traffic Safety Coordinator, Police Lieutenant, City Engineer, Traffic Safety Specialist, Transportation Planner and Assistant City Planner were in attendance for this meeting. The Public Works Director was not able to attend, but was informed of the decisions and had no objections to the recommendations. On each of the items, persons involved have been contacted and the staff recommendation has been discussed with them. They were informed that if they disagree with the recommendation or have additional facts to present, these comments can be included on the August 15 Transportation Commission and the September 4 City Council meeting agendas. Section A: Items on which the Traffic Safety Committee recommends action A1. Request for intersection improvements at W 66th St and northbound Normandale Rd • Residents are concerned with sight lines due to many factors. • Northbound traffic on Normandale Rd is stop controlled; traffic on W 66th St is uncontrolled. • In 2017, Normandale Rd had an ADT of 1,700. • W 66th St has an ADT and 85% speed of 8,800 and 35.7 mph, respectively. • Sight line concerns are present for northbound vehicles on Normandale Rd when looking west towards Highway 100. • Three crashes have taken place since November 2018. After review, staff recommends updating lane striping on W 66th St to move westbound traffic further north, allowing more room for northbound vehicles to advance forward to improve sight lines. Once these changes are made, this will be studied to see if further improvements need to be implemented. Map: W 66th St at northbound Normandale Rd STAFF REPORT Page 2 Section B: Items on which the Traffic Safety Committee recommends no action B1. Request to review lane designations on W 70th St near Sandell Ave • A resident is concerned with vehicles driving through the two-way left turn lane on W 70th St when traveling east towards France Ave. • During evening rush hour, vehicles travel through this lane to turn left at France Ave, leading to dangerous situations for westbound vehicles attempting to turn southbound onto Sandell Ave. • Total ADT on W 70th St is 10,200. • Upon reviewing video, 114 vehicles made this movement in a 12-hour period, including 68 between 4:45 pm to 6 pm. • Two crashes took place near this intersection in 2013. After review, staff recommends no changes. Staff notes that these traffic movements aren’t taking place too frequently where any signage or lane markings are deemed necessary, and that there are alternative ways for southbound vehicles to access Sandell Ave. B2. Request to add pedestrian restriction signs at the Browndale Ave bridge • A resident who frequently uses the Browndale Ave bridge is requesting a sign to restrict pedestrians out of concern that vehicles don’t yield properly to pedestrians crossing along the narrow bridge. • The width on the bridge is 21.5’. • ADT on Browndale Ave is 3,570. • A pedestrian path leading to the Country Club neighborhood is located 235’ east of the bridge. • Tree/vegetation overgrowth add to sight line concerns on the north side of the bridge. • An informal canoe launch is located at the northeast corner of the bridge. • Listed as Item C1 in the June 2019 Traffic Safety Report; ETC recommended further study and suggested improvements including additional signage, vegetation trimming and crosswalk installation at the canoe launch. After review, staff continues to recommend no change. Staff will review areas where trees and vegetation can be trimmed to improve sight lines. Staff is also looking into the possibility of additional signage to promote pedestrian awareness. Map: Location of Browndale Ave bridge (pedestrian facilities are shown in orange) Map: W 70th between Valley View roundabout and France Ave STAFF REPORT Page 3 Section C: Items on which the Traffic Safety Committee recommends further study C1. Request for traffic calming on Olinger Blvd • A resident on Olinger Blvd is concerned with vehicle speeds and is requesting traffic calming. • Olinger Blvd currently has bike lanes and shared lane markings, which are planned to be upgraded to buffered bike lanes. • 85% speed is 36.9 mph. • A sidewalk and park pathway are present on the south side of Olinger Blvd, and a sidewalk is planned for the north side in the future. • Countryside Park is located along Olinger Blvd at Tracy Ave. • Olinger Blvd is classified as a Collector Street • Olinger Blvd is scheduled for a seal coat in 2020. • On-street parking is available on the north side of Olinger Blvd. After review, it is being recommended for staff to further review this concern. Staff will continue to review options including implementing stop signs, lowering the speed limit or adding dynamic speed display signs in the area. Section D: Other traffic safety items handled D1. A resident was concerned with westbound vehicles making U-turns on Parklawn Ave, west of France Ave to enter a business at the southwest corner of the intersection. The adjacent median on Parklawn Ave was expanded in 2017 to restrict this left-turn movement; however, vehicles are now making an unsafe U- turn and causing backups onto France Ave. This concern was forwarded to the EPD for enforcement as these are illegal movements. D2. A request was made for a crosswalk over W 70th St at the entrance of Arneson Acres. This request was reviewed and due to pedestrian volumes, no crossings are warranted. D3. A vehicle was reported as being parked on Fleetwood Dr for over two days without moving. The resident was informed to contact EPD and was provided the non-emergency phone number regarding overnight parking concerns. Staff also notified EPD of this issue. D4. A request was made to add a No Outlet sign at the entrance of Interlachen Bluff at Interlachen Blvd. Upon review, the end of the cul-de-sac is visible from the intersection, which means no sign is warranted. D5. Concerns were raised about a closed sidewalk on France Ave south of Sunnyside Rd due to a redevelopment project. The resident was informed of the posted sidewalk detour that was in place. D6. A concern was submitted regarding vehicles not yielding for pedestrians utilizing a crosswalk on Fuller St, east of France Ave. This concern was submitted to EPD for patrolling. D7. A request was made for increased police patrol at the intersection of Valley Ln and Creek Dr. The resident is concerned with vehicles not adequately stopping. EPD was made aware of this concern and will patrol at their discretion. Map: Olinger Blvd STAFF REPORT Page 4 D8. A request was made for double-sided parking restriction signs on W 54th St, west of Xerxes Ave. As parking is restricted on the south side of W 54th St, vehicles entering W 54th St can’t see the restriction signs until they are facing eastbound. So if a driver is intending to park on the south side of W 54th St, they would need to make two U-turns to park on the north side. Upon review, given W 54th St has no-outlet, the limited traffic concerns do not warrant added signage. D9. A request was made to clear vegetation for southbound traffic on Wooddale Ave at the intersection of W 54th St as the stop sign has a limited sight distance. Since this request was submitted, the Edina Country Club was informed of this concern and has handled this properly. D10. A request was made to add a No Outlet sign at the entrance of Long Brake Cir. The resident was concerned with vehicles attempting to detour around a utility project at the intersection of Gleason Rd and W 78th St. As this is a temporary detour, a sign is not warranted. D11. A request was submitted to fill a pothole at the intersection of Gleason Rd and W 78th St. The resident was informed this hole will be filled following a project near this intersection. Edina Public Works was informed of this request and it has since been filled. D12. A submission was made regarding a temporary closure on W 60th St at Xerxes Ave. This closure was related to an adjacent street reconstruction project. The resident was informed local traffic was able to use this portion of W 60th St and that a signed detour was present. D13. A request for a sidewalk on W 66th St, west of Highway 100 was received as a resident is concerned with pedestrian safety on an adjacent street. The resident was informed a future sidewalk is planned, but not in the near future. The resident was informed that staff could reevaluate the prioritization if a petition is submitted. D14. A resident requested a No Right Turn on Red sign for westbound vehicles on W 70th St attempting to turn onto Highway 100 or Normandale Rd. The resident is concerned that drivers making this movement aren’t properly yielding to other traffic entering northbound Highway 100 and believes this should become restricted. An engineer at MnDOT was informed of this request, as this traffic signal and associated traffic control devices are owned and operated by the State. D15. A concern was submitted that vehicles entering Ashcroft Ave south of Valley View Rd are making turns too quickly, leading to safety concerns for children in the neighborhood. The resident was informed this neighborhood is within the City’s 5-year plan for a street reconstruction, and that this concern can be reviewed at that time. D16. A request was made to replace yield signs with stop signs at the intersection of Ashcroft Ln/Garrison Ln and St. Johns Ave. This request was reviewed by City Council in February 2018 and it was decided that stop sign warrants were not met. D17. A concern was submitted about a boat being parked overnight for many days on Tifton Dr. The issue was sent to EPD for enforcement, and the resident was informed of the non-emergency phone number to contact regarding future parking enforcement concerns. D18. A commuter reported getting two flat tires when driving through detours on France Ave during a crack sealing project. The resident was given contact information for Hennepin County, as this project is managed by the County. Date: September 4, 2019 Agenda Item #: VI.P. To:Mayor and City Council Item Type: Request For Purchase From:Tom M. Schmitz, Fire Chief Item Activity: Subject:Request for Purchase: Ambulance Patient Movement Equipment Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Request for Purchase for patient movement equipment, integral to the four ambulances approved August 2019. INTRODUCTION: This purchase is in coordination with the ambulance replacement strategy established in 2018. August 7, 2019, the City Council approved the first phase of the strategy by approving the ambulance purchase. This purchase will provide the necessary equipment for patient movement such as Power Lift Stretcher, Power Load, and Stair Chair. This is the same equipment currently used in all of our ambulances and is critical to the safety of patients and Emergency Medical Services personnel. This purchase is will be through sole source from the Stryker manufacturer. T his is within the overall funds established for this purchase and I recommend this purchase. ATTACHMENTS: Description Request for Purchase Ambulance Patient Movement Equipment City of Edina • 4801 W. 50th St. • Edina, MN 55424 Request for Purchase Date: September 4, 2019 To: Mayor and City Council From: Tom M. Schmitz, Fire Chief Subject: Patient Movement Equipment Purchase Subject to: ☒List Quote/Bid ☐State Contract ☐Service Contract The Recommended Bid is: ☒Within Budget ☐Not Within Budget In 2018, the Fire Department changed its vehicle replacement strategy for ambulances. The first action was taken by Council at the August 7, 2019. This purchase will complete the strategy by purchasing the patient movement equipment necessary for the transport of patients. The patient movement equipment includes stretchers, power lifts, and stair chairs. This equipment was intended to be purchased separately from the ambulances. The equipment purchased is sole sourced directly from the manufacturer and totals $159,775.20 for all four ambulances. This cost was factored into the overall ambulance replacement cost and is within the planned budget. Date Bid Opened or Quote Received: Bid or expiration Date: December 19, 2018 September 14, 2019 Company: Stryker Amount of Quote or Bid: $159,775.20 Recommended Quote or Bid: Stryker $159,775.20 Page 2 City of Edina • 4801 W. 50th St. • Edina, MN 55424 Request for Purchase Department Director Authorization: ________________________________________ City Council Authorization Date: ______________________ (for purchases over $20,000 only) Budget Impact • Funding for the ambulance fleet is from the 2020 CIP Fire Equipment Revolving Replacement fund. • The recommended bid is within budget and is below anticipated costs. • A trade in value for the existing equipment was factored into the final pricing from Stryker. Environmental Impact • All 4 ambulances will continue to be equipped with rechargeable battery-operated cots and patient loading equipment. Community Impact • The demand on Emergency Medical Services (EMS) continues to increase each year making crews susceptible to injury while moving patients. Utilizing industry standard patient movement equipment reduces that risk and decreases injuries to both patients and EMS personnel. • This equipment meets dynamic crash-test standards to maximize patient safety during transport. Date: September 4, 2019 Agenda Item #: VI.Q. To:Mayor and City Council Item Type: Report / Recommendation From:Sharon Allison, City Clerk Item Activity: Subject:Resolution No. 2019-68: Setting Public Hearing Dates for Special Assessment and Delinquent Utilities Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Adopt Resolution No. 2019-68 setting public hearing dates for Special Assessment and Delinquent Utilities. INTRODUCTION: Each year, the City holds special assessment public hearings to consider improvement and maintenance projects to be special assessed against benefited property owners and for delinquent utilities. To hold the public hearings, the Council must adopt a resolution setting the dates. Staff recommends that the hearing dates be set for October 1, 2019, for special assessments, and October 15, 2019, for delinquent utilities. ATTACHMENTS: Description Resolution No. 2019-68:Setting Public Hearing Dates for Special Assessment and Delinquent Utilities RESOLUTION NO. 2019-68 CALLING PUBLIC HEARINGS FOR CONSIDERATION OF CERTAIN SPECIAL ASSESSMENTS ON OCTOBER 1, 2019 AND DELINQUENT UTILITIES ON OCTOBER 15, 2019 NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF EDINA, MINNESOTA, that a public hearing shall be held on the 1st day of October, 2019, in the Council Chambers at City Hall at 7:00 p.m. to pass upon such proposed assessment, and at such time and place all persons owning property affected by such improvement will be given an opportunity to be heard with reference to assessments for the following projects: Aquatic Vegetation – Imp. No. AQ-19 Weed Mowing – Imp. No. WD-19 Tree Removal – Imp. No. TR-19 50th & France Maintenance – Improvement No. M-19 Grandview Square Maintenance – Improvement G-19 ENG 19-3 Chowen Park D - Improvement No. BA-439 ENG 19-2 West 62nd Street – Improvement No. BA-445 ENG 19-4 Normandale Park D - Improvement No. BA-446 ENG 19-3 Concord A & G – Improvement No. BA-447 ENG 19-3 Country Club C - Improvement No. BA-448 ENG 19-4 Bredesen Park A – Improvement No. BA-450 BE IT FURTHER RESOLVED BY THE CITY COUNCIL OF EDINA, MINNESOTA, that a public hearing shall be held on the 15th day of October, 2019, in the Council Chambers at City Hall at 7:00 p.m. to pass upon such certification of Delinquent Utilities - DU-19, and at such time and place all persons owning property affected by such certification will be given an opportunity to be heard. BE IT FURTHER RESOLVED BY THE CITY COUNCIL OF EDINA, MINNESOTA, that the City Clerk is directed to publish and mail notices of the aforementioned public hearings. ADOPTED this 4th day of September 2019. 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 September 4, 2019, 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: September 4, 2019 Agenda Item #: VI.R. To:Mayor and City Council Item Type: Report / Recommendation From:Sharon Allison, City Clerk Item Activity: Subject:Resolution No. 2019-69: Accepting Donations Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Resolution No. 2019-69 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. ATTACHMENTS: Description Resolution No. 2019-69: Accepting Donations RESOLUTION NO. 2019-69 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. Art Center • Kevin Komadina Supplies valued Supplies for Ceramics Dept at $200 Police Department • Edina Crime Prevention Fund $2,298 Uniforms for new Motorcycle Officers Park & Recreation Department • Edina Community Foundation $3500 Connect Card Scholarship Dated: September 4, 2019 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 September 4, 2019, and as recorded in the Minutes of said Regular Meeting. WITNESS my hand and seal of said City this _______ day of ___________________, ____________. City Clerk Date: September 4, 2019 Agenda Item #: VI.S. To:Mayor and City Council Item Type: Report / Recommendation From:Cary Teague, Community Development Director Item Activity: Subject:Resolution No. 2019-70: Approving Final Plat at 5841 Oaklawn Avenue Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Adopt Resolution No. 2019-70 approving the Final Plat at 5841 Oaklawn Avenue. INTRODUCTION: The City Council approved the Preliminary Plat on June 26, 2019. The Final Plat is consistent with the Preliminary Plat. ATTACHMENTS: Description Resolution No. 2019-70: Approving Final Plat at 5841 Oaklawn Avenue Final Plat Approved Preliminary Plat RESOLUTION NO. 2019-70 APPROVING A FINAL PLAT AT 5841 OAKLAWN AVENUE BE IT RESOLVED by the City Council of the City of Edina, Minnesota, as follows: Section 1. BACKGROUND. 1.01 Steve Sandberg is proposing to subdivide his property at 5841 Oaklawn into two lots. The existing home on the lot would be torn down, and two new homes built on the new parcels. Both lots would gain access off of Oaklawn Avenue. 1.02 Within this neighborhood, the median lot area is 6,721 square feet, median lot depth is 134 feet, and the median lot width is 50 feet. 1.03 The following described tract of land is requested to be divided: Lots 13 and 14, Fairfax Addition, Hennepin County, Minnesota. 1.04 To accommodate the request the following is required: 1. A subdivision; 2. Lot width variances from 75 feet to 50 feet for Lot 2; 3. Lot area variances from 9,000 square feet to 8,793 and 6,694 square feet; and 4. Setback variances for Lot 1 – from 25 feet to 10 feet from 59th Street and 10 feet to 5 feet on the north lot line. 1.05 The above variances were granted with the Preliminary Plat approval. 1.06 The Subject Property is guided Single Family Residential under the City’s Comprehensive Plan and is zoned R-1, Single Dwelling Unit District. 1.07 On June 26, 2019 after published and mailed notice in accordance with Minnesota Statutes and the City Code, the Planning Commission held a public hearing, at which time all persons desiring to be heard concerning this application were given the opportunity to speak thereon. The Planning Commission recommended approval of the Preliminary Plat and Variances. Vote: 7 Ayes and 0 Nays. 1.08 On July 16, 2019, the City Council held a public hearing and approved the Preliminary Plat and Variances. (Resolution No. 2019-50) Section 2. FINDINGS 2.01 Approval is based on the following findings: Resolution No. 2019-70 Page 2 1. Except for the variances, the proposal meets the required standards and ordinance for a subdivision. 2. The proposal re-establishes the original plat of two lots, with the exception of the vacated right-of-way. 3. The proposed lots would be similar in size than all lots on Oaklawn Avenue. 4. The Final Plat is consistent with the approved Preliminary Plat. Section 3. APPROVAL NOW THEREFORE, it is hereby resolved by the City Council of the City of Edina, approves the Final Plat. Approval is subject to the following Conditions: 1. The City must approve the final plat within one year of preliminary approval or receive a written application for a time extension or the preliminary approval will be void. 2. Prior to issuance of a building permit, the following items must be submitted: a. Submit evidence of Minnehaha Creek Watershed District approval. The City may require revisions to the preliminary plat to meet the district’s requirements. b. A curb-cut permit must be obtained from the Edina engineering department. c. A grading, drainage and erosion control plan subject to review and approval of the city engineer. The proposed plans shall meet all conditions outlined in the engineering memo dated June 18, 2019. d. There shall be no increase in peak rate or volume to neighboring private property. e. Any disturbance to the roadway caused by the construction of the new homes must be repaired by replacing the asphalt pavement from curb-to-curb and from saw-cut to saw-cut. f. A construction management plan will be required for the construction of the new homes. g. Utility hook-ups are subject to review of the city engineer. 3. No structure shall be constructed within the utility and pedestrian easement located over the south 20 feet of Lot 1. 4. The building height on Lot 1 shall be regulated as a 50 foot wide lot. No taller than 35 feet to the ridge line. Resolution No. 2019-70 Page 3 5. The existing driveway connected to 59th Street shall be eliminated. 6. The drainage plans shall connect to the drain tile system along the east lot line subject to review and approval of the city engineer. Resolution No. 2019-70 Page 4 Adopted this ___ day of ________ 2019. 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 _______, 2019, and as recorded in the Minutes of said Regular Meeting. WITNESS my hand and seal of said City this ____ day of __________________, 2019. _________________________________ City Clerk S00°15'15"E 130.00N89°59'22"E 70.00N00°15'15"W 30.00 N00°13'52"W 100.00 S89°59'22"W 133.8950.00 50.0050.00 80.00LOT 1LOT 2N89°59'22"E 133.87BLOCK 1FOUND 12 OPENIRON PIPEFOUND 12 OPENIRON PIPEFOUND 12 OPENIRON PIPEFOUND 12 OPENIRON PIPEFOUND 12 OPENIRON PIPEFOUND 12 OPENIRON PIPEUTILITY AND PEDESTRIAN EASEMENTPER DOC. NOS. 3164858 & 3164904PROPOSED DRAINAGEAND UTILITY EASEMENTN89°59'22"E 63.85PER DOC. NO. 3164904NORTH LINE OF LOT 14, BLOCK2,"FAIRFAX, HENNEPIN COUNTY, MINNESOTA"KNOW ALL PERSONS BY THESE PRESENTS: That Karen Ann Kelly, single, Steven Maynard Sandberg, single, Craig Allen Sandberg and Nancy Marie Sandberg, husband and wife, and Jonathan Lee Sandbergand S. Joanna Sandberg del Castillo, husband and wife, fee owners of the following described property situated in the State of Minnesota, County of Hennepin, to wit:Lots 13 and 14, Block 2, FAIRFAX, HENNEPIN COUNTY, MINNESOTA, together with that part of vacated West 59th Street by Resolution filed as Document No. 3164904 accruing to said property.Have caused the same to be surveyed and platted as SANDBERG ADDITION and does hereby dedicate to the public for public use forever the easements for drainage and utility purposes as shown on this plat.In witness whereof said Karen Ann Kelly, single, has hereunto set her hand this day of , 20____. Karen Ann KellySTATE OF _______________, COUNTY OF ________________This instrument was acknowledged before me this day of , 20____, by Karen Ann Kelly. My Commission Expires: Notary Public Signature Notary Printed NameNotary Public County,In witness whereof said Steven Maynard Sandberg, single, has hereunto set his hand this day of , 20____. Steven Maynard SandbergSTATE OF _______________, COUNTY OF ________________This instrument was acknowledged before me this day of , 20____, by Steven Maynard Sandberg. My Commission Expires: Notary Public Signature Notary Printed NameNotary Public County,In witness whereof said Craig Allen Sandberg and Nancy Marie Sandberg, husband and wife, have hereunto set their hands this day of , 20____. Craig Allen SandbergNancy Marie SandbergSTATE OF _______________, COUNTY OF ________________This instrument was acknowledged before me this day of , 20____, by Craig Allen Sandberg and Nancy Marie Sandberg. My Commission Expires: Notary Public Signature Notary Printed NameNotary Public County,In witness whereof said Jonathan Lee Sandberg and S. Joanna Sandberg del Castillo, husband and wife, have hereunto set their hands this day of , 20____. Jonathan Lee SandbergS. Joanna Sandberg del CastilloSTATE OF _______________, COUNTY OF ________________This instrument was acknowledged before me this day of , 20____, by Jonathan Lee Sandberg and S. Joanna Sandberg del Castillo. My Commission Expires: Notary Public Signature Notary Printed NameNotary Public County,SURVEYORS CERTIFICATEI Rory L. Synstelien do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correctrepresentation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been or will be correctly set within one year;that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown andlabeled on this plat.Dated this day of , 20____.Rory L. Synstelien, Licensed Land SurveyorMinnesota License No. 44565STATE OF _______________, COUNTY OF ________________This instrument was acknowledged before me this day of , 20____, by Rory L. Synstelien. My Commission Expires: Notary Public Signature Notary Printed NameNotary Public County,CITY COUNCIL, CITY OF EDINA, MINNESOTAThis plat of SANDBERG ADDITION was approved and accepted by the City Council of the City of Edina, Minnesota at a regular meeting thereof heldthis day of , 20____, and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2.City Council, City of Edina, MinnesotaBy:, Mayor By:, ManagerC.R. DOC. NOSANDBERG ADDITIONBeing 5 feet in width when adjoining lot lines, unless otherwiseindicated, and 10 feet in width when adjoining right of way linesunless otherwise indicated, as shown on the plat.DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS:NOT TO SCALE10 5510 NBearings are based on the North line of Lot 14, Block 2,"FAIRFAX, HENNEPIN COUNTY, MINNESOTA"having an assumed bearing of S89°59'22"WDenotes Found Iron Monument (see map for type)Denotes 1/2 inch by 14 Iron Monument Set Marked "RLS 44565"40102001020SCALE IN FEET(xxx.xx) Denotes record distance per plat of"FAIRFAX, HENNEPIN COUNTY, MINNESOTA"RESIDENT AND REAL ESTATE SERVICES, Hennepin County, MinnesotaI hereby certify that taxes payable in 2019 and prior years have been paid for land described on this Plat, dated this day of , 20 .Mark V. Chapin, Hennepin County AuditorBy:, DeputySURVEY DIVISION, Hennepin County, MinnesotaPursuant to Minnesota Statutes Section 383B.565 (1969), this plat has been approved this day of , 20____.Chris F. Mavis, Hennepin County SurveyorBy:COUNTY RECORDER, Hennepin County, MinnesotaI hereby certify that the within plat of SANDBERG ADDITION was recorded in this office this day of , 20____, at o'clock M.Martin McCormick, County RecorderBy:, Deputy Date: September 4, 2019 Agenda Item #: VI.T. To:Mayor and City Council Item Type: Report / Recommendation From:Sharon Allison, City Clerk Item Activity: Subject:Resolution No. 2019-69: Accepting Donations Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Resolution No. 2019-69 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. ATTACHMENTS: Description Resolution No. 2019-69: Accepting Donations RESOLUTION NO. 2019-69 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. Art Center • Kevin Komadina Supplies valued Supplies for Ceramics Dept at $200 Police Department • Edina Crime Prevention Fund $2,298 Uniforms for new Motorcycle Officers Park & Recreation Department • Edina Community Foundation $3500 Connect Card Scholarship Dated: September 4, 2019 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 September 4, 2019, and as recorded in the Minutes of said Regular Meeting. WITNESS my hand and seal of said City this _______ day of ___________________, ____________. City Clerk Date: September 4, 2019 Agenda Item #: VII.A. To:Mayor and City Council Item Type: Other From:Jennifer Garske, Executive Assistant Item Activity: Subject:Update from Hennepin County District Court Chief Judge Ivy Bernhardson Information CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: None. INTRODUCTION: Hennepin County District Court Chief Judge Ivy Bernhardson will give a brief update about the work being done in Hennepin County Courts. ATTACHMENTS: Description Handout To provide justice through a system that assures equal access for the fair and timely resolution of cases and controversies. Personnel: 63 judges (number set by Legislature) 12 referees (specialized judicial officers) 564 staff (full-time-equivalent) Divisions: Civil Criminal Family Juvenile Probate/Mental Health Locations: 5 locations in downtown Minneapolis and two suburban courts with county libraries and service centers: Brookdale, Brooklyn Center; Ridgedale, Minnetonka Large Urban Court: 22% of Minnesotans live in Hennepin County In 2018, handled 39.5% of the state’s trial court case filings (486,137) One of the largest urban counties in the nation Mission Fourth Judicial District: Hennepin County District Court At-A-Glance Juror stats in 2018: 942 jury trials requested (836 criminal, 106 civil) 26,572 citizens summoned Persons of color comprised 20.7% of persons serving as jurors Fourth Judicial District: Hennepin County District Court At-A-Glance Contact Us Ivy Bernhardson, Chief Judge 612-348-2554 Ivy.Bernhardson@courts.state.mn.us Sarah Lindahl-Pfieffer, District Court Administrator 612-596-1090 Sarah.Lindahl-Pfieffer@courts.state.mn.us Mike Valleau, Legislative Liaison 612-596-7478 Michael.Valleau@courts.state.mn.us Website: www.mncourts.gov/hennepin Focus on Quality of Justice: Treatment Courts Model Specialized treatment courts include Criminal Mental Health Court, Drug Court, DWI Court, Restorative Court, and Veterans Court High-risk, high-need population with a treatable condition Protects public safety and due process Non-adversarial prosecutor/defense counsel Intensive judicial/probationary supervision More immediate/timely incentives and sanctions Challenges Felony filings up 10% over five-year average Many criminal defendants suffer from drug or alcohol addiction or abuse, mental illness, or a physical disability. Continued increase in domestic abuse Order for Protection case filings Child in Need of Protection Services (CHIPS) caseload continues to increase Many litigants are self-represented. At least one party is without an attorney in most family and minor civil cases. Interpreter requests for more than 100 languages provided annually (9,870 requests last year) National Adoption Day Celebration 22 families adopted 38 children in one day 172 children adopted in Hennepin County last year Fourth District Updates & Innovations An efficient, electronic court: paperless court files, effective electronic workflows and queues, customer kiosks, and digital signage Texting and emailing to defendants to remind them of court hearings: reduced failure to appear for hearings by 35% Adult Detention Initiative: focusing on pretrial detention only for defendants who pose a public safety risk or risk of not reappearing Pioneered a validated and locally normed Pretrial Scale that has been used for decades and is race and gender neutral. This tool allows judges to make objective release decisions. Juvenile Detention Alternatives Initiative (JDAI): 59% decrease in daily population at Juvenile Detention Center; 37% decrease in out-of-home placements Date: September 4, 2019 Agenda Item #: VII.B. To:Mayor and City Council Item Type: Report / Recommendation From:Jennifer Garske, Executive Assistant Item Activity: Subject:Proclamation: September 8, 2019 Women's Suffrage Ratification Centennial Day Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Motion proclaiming September 8, 2019 Women's Suffrage Ratification Centennial Day in the City of Edina. INTRODUCTION: On September 8, 1919, Minnesota ratified the 19th Amendment to the United States Constitution, granting women the right to vote. As the 15th state to ratify women's suffrage, Minnesota paved the way for other states to ratify the 19th Amendment. September 8, 2019 marks the 100th anniversary of Minnesota's ratification of the amendment. Communities across the state are celebrating the centennial. There will be a celebration at the Minnesota State Capitol and Minnesota Woman Suffrage Memorial from noon to 5 p.m. Sunday, September 8. The event is free and open to the public. ATTACHMENTS: Description Proclamation: Women's Suffrage Ratification Centennial Day, September 9, 2019 PROCLAMATION WOMEN’S SUFFRAGE RATIFICATION CENTENNIAL DAY SEPTEMBER 8, 2019 WHEREAS, On January 10th, 1918, a Constitutional Amendment allowing women's suffrage was passed by the United States House; and WHEREAS, On June 4th, 1919, the United States Senate passed the 19th Amendment and sent it out to the states for ratification; and WHEREAS, On September 8, 1919, Minnesota ratified the 19th Amendment to the United States Constitution, which would grant national suffrage to women; and WHEREAS, Minnesota’s ratification, as the 15th State, paved the way for other states to ratify the 19th Amendment; and WHEREAS, September 8th 2019 marks the 100th anniversary of Minnesota’s ratification of the 19th Amendment; and WHEREAS, communities across the state are celebrating the 19th Amendment and the date of Minnesota’s ratification; and NOW, THEREFORE, I, James B. Hovland, Mayor of Edina, do hereby proclaim, September 8th, 2019, as Women’s Suffrage Ratification Centennial Day AND, encourage residents to commemorate September 8, 2019, as the centennial of Minnesota’s ratification of the 19th Amendment, and engage and participate in Suffrage Centennial programs and activities in honor of the largest single day expansion of voting rights in our Nation. Dated this 4th day of September, 2019. ________________________________ James B. Hovland, Mayor Date: September 4, 2019 Agenda Item #: VIII.A. To:Mayor and City Council Item Type: Report / Recommendation From:Emily Bodeker, Assistant City Planner Item Activity: Subject:PUBLIC HEARING: Resolution No. 2019-64, Conditional Use Permit for Our Lady of Grace, 5051 Eden Avenue Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Adopt Resolution No. 2019-64, approving a conditional use permit with variances and denying the sign variance for Our Lady of Grace Church at 5051 Eden Avenue. INTRODUCTION: Our Lady of Grace is requesting a multi-phased master development plan for improvements that include a priest residence, activity center, parish gathering space expansion and a school expansion and other remodeled areas within existing buildings. The request requires a conditional use permit with variances. On August 14, 2019 the Planning Commission recommended approval of the conditional use permit, a height variance to allow for the tallest addition to be 47'6", a 63' variance to the east property line, a 51' rear yard setback variance to the south property line, and a 15' variance to allow the fence and school play area to be placed up to the property line. The Planning Commission recommended denial of the sign variance to allow for a 100 square foot building sign. ATTACHMENTS: Description Resolution 2019-64 Staff Report Aerial Map CUP Narrative Variance Narratives Concept Phasing Plan New Construction Plan Plans Variance Exhibit OLG Building Sign Material Board Revised Engineering Memo Fire Memo Building Memo Sustainability Questionnaire Stormwater Management Plan Traffic Study Plans stamped July 12, 2019 Staff Presentation RESOLUTION NO. 2019-64 APPROVING A CONDITIONAL USE PERMIT WITH VARIANCES FOR OUR LADY OF GRACE CHURCH, 5051 EDEN AVENUE BE IT RESOLVED by the City Council of the City of Edina, Minnesota, as follows: Section 1. BACKGROUND. 1.01 Our Lady of Grace is proposing a multi-phased master development plan for improvements that include a priest residence, activity center, parish gathering space expansion and a school expansion with remodeled areas within existing buildings. 1.02 The property is legally described as follows: That part of Government Lot 8 of Section 28, Township 117 North, Range 21 West of the Fifth Principal Meridian described as follows: Commencing 26 2/3 rods East of Southwest corner of Lot 8; thence North to East line of Minneapolis, Northfield and Southern Railway right of way; thence Northerly along said right of way line to a point distant 703 7/10 feet Southerly along same from Southerly line of Eden Prairie Road; thence East 193 2/10 feet; thence North to center of said road; thence Northeasterly along same to North line of Lot 8; thence East to Northeast corner of Lot 8; thence South to Southeast corner; thence West to beginning. Except that part thereof lying northeasterly and easterly of the southwesterly and westerly line of the highway taking described in Doc. No. 3799189. Also except the southerly 40 feet of said Eden Prairie Road. And All that part of Government Lot Eight (8), in Section Twenty-Eight (28), Township One Hundred Seventeen (117) North, Range Twenty-One (21) West, of the Fifth Principal Meridian, according to the Government Survey thereof, bounded and described as follows: Commencing at the point where the Easterly line of the right of way of the Minneapolis, Northfield and Southern Railway was located and constructed across said section is intersected by a line parallel with and forty (40) feet southerly at right angles from the center line of the Eden Prairie Road, so-called, as laid out and located through said Section, which point is hereinafter designated as Point "A", and running thence North Sixty-seven degrees, two (2) minutes East, along said parallel line and at an angle of One Hundred Sixteen (116) degrees, forty-seven (47) minutes, with said right of way line, a distance of One Hundred Twenty (120) feet, thence South two (2) degrees, thirty-three (33) minutes East 408.5 feet to a point which is the actual place of beginning of the land hereby conveyed. Thence from said actual place of beginning South two (2) degrees, thirty-three (33) minutes East 340 feet; thence South Eighty-nine (89) degrees, Thirty-eight (38) minutes west 193.2 feet to said Easterly line of right of way; thence Northerly 340 feet along said right of way line to a point 363.7 southerly from said Point "A", measured along said right of way line; thence RESOLUTION NO. 2019-64 Page 2 Northeasterly at an angle of Ninety-four (94) degrees, Forty-eight (48) minutes with said right of way line a distance of 154.3 feet to the actual place of beginning. And All that part of Government Lot 8, Section 28, Township 117, Range 21, West of the 5th Principal Meridian bounded and described as follows: Commencing at the point where the Easterly line of the right of way of the Minneapolis, Northfield, and Southern Railway as located and constructed across said section, is intersected by a line parallel with and 40 feet Southerly at right angles from the center line of Eden Prairie Road, so called, as laid out and located through said Section, and running thence North 67 degrees 2 minutes, East along said parallel line and at an angle of 116 degrees 47 minutes with said right of way line, a distance of 120 feet; thence South 2 degrees 33 minutes, East 408.5 feet; thence West 154.3 feet to said Easterly line of Railway right of way at a point 363.7 feet South from the place of beginning, measured along said right of way line; thence North along said Easterly line of Railway right of way to place of beginning, Hennepin County, Minnesota. And The north 150 feet of that part of Government Lot 1 of Section 33, Township 117 North, Range 21 West, lying east of the railroad right of way and west of the west line of the highway taking described in Doc. No. 3799189. Property is located in Hennepin County, Minnesota. 1.03 To accommodate the request, the following land use applications are requested: 1. A Conditional Use Permit. 2. A height variance to allow the tallest addition on site to be 47’6”. 3. A 63’ variance to the east property line (Normandale Road). 4. A 25’ variance to the west property line. 5. A 51’ rear yard setback variance to the south property line. 6. A 15’ variance to allow the fence and preschool play area to be placed up to the property line. 7. A sign variance to allow a 100 square foot building sign. 1.04 On August 14, 2019, the Planning Commission recommended approval of the Conditional Use Permit, height variance, and the setback variance requests. 1.05 On August 14, 2019, the Planning Commission recommended denial of the sign variance to allow for a 100 square foot building sign. 1.06 On September 4, 2019 the City Council held a public hearing on the Conditional Use Permit and variances. RESOLUTION NO. 2019-64 Page 3 Section 2. FINDINGS 2.01 Approval of the conditional use permit, height variance to allow the tallest addition to be 47’6”, 63’ variance to the east property line, 25’ variance to the west property line, 51’ variance to the south property line and 15’ variance to allow for the fence and preschool play area to be placed up to the property line is based on the following findings: 1. The proposal meets the conditional use permit criteria in Section 36-305 of the City Code. 2. The criteria for the proposed height variance are met. The proposed building additions are placed low on the site to minimize impact to the surrounding neighborhood. The needs for the types of buildings have different height needs to be functional than single family homes. The sanctuary steeple (existing) will remain the tallest structure on the subject property. 3. The criteria for the proposed setback variances are met. The practical difficulties include the location of the existing church and associated parking on the subject property. There are currently non-conforming setbacks that have been approved with previous projects. The location of the proposed buildings appropriately tie the uses in the buildings together while preserving mature trees and maximizing green space. 4. The criteria for the proposed play area and fence are met. Fences in single family zoning districts are allowed to be placed up to the property line. The location of the play area avoids mature trees and will break up the surface area of the proposed gym wall. 5. The variances will not alter the character of the neighborhood. Our Lady of Grace currently exists within the neighborhood. The tallest structure on sight will remain the sanctuary steeple, the existing setback to the south will be maintained with the building additions, the setback to the west is for the proposed residence and will provide a transition into the neighborhood, and the proposed materials match the existing building. Section 3. APPROVAL NOW THEREFORE, it is hereby resolved by the City Council of the City of Edina, approves the Conditional Use Permit, a height variance to allow the tallest addition on site to be 47’6”, a 63’ variance to the east property line, a 25’ variance to the west property line, a 51’ variance to the south property line, and a 15’ variance to allow for the fence and the preschool play area to be placed up to the property line for Our Lady of Grace, 5051 Eden Avenue. Approval is subject to the following conditions: 1. Subject to staff approval, the site must be developed and maintained in substantial conformance with the following plans, unless modified by the conditions below: • Site & building plans date stamped August 7, 2019. RESOLUTION NO. 2019-64 Page 4 • Building materials presented at the Planning Commission and City Council meeting. 2. The property owner is responsible for replacing any required landscaping that dies. 3. Compliance with the conditions and comments listed in the revised Engineer’s memo dated August 2, 2019 & August 13, 2019. 4. Compliance with the conditions and comments listed in the Fire memo dated August 2, 2019. 5. Compliance with the conditions and comments listed in the Building Official’s memo dated August 2, 2019. Section 4. DENIAL NOW THEREFORE, it is hereby resolved by the City Council of the City of Edina, denies the sign variance to allow for a 100 foot building sign is based on the following finding: 1. The applicant did not submit any detail on the proposed sign; therefore, the findings for a variance are not met. Adopted by the city council of the City of Edina, Minnesota, on September 4, 2019. RESOLUTION NO. 2019-64 Page 5 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 September 4, 2019, and as recorded in the Minutes of said Regular Meeting. WITNESS my hand and seal of said City this ____ day of __________________, 2019. _________________________________ City Clerk September 4, 2019 City Council Emily Bodeker, Assistant City Planner PUBLIC HEARING: Conditional Use Permit with Variances for Our Lady of Grace at 5051 Eden Avenue Information / Background: Our Lady of Grace, the applicant, has submitted a multi-phased master development plan for improvements that include a priest residence, activity center, parish gathering space expansion and a school expansion and other remodeled areas within existing buildings. To accommodate the request, the following is requested: Conditional Use Permit for the religious institution. Religious Institutions are a conditional use in the Single Dwelling Unit District. A height variance to allow the tallest addition on site to be 47’-6”. A 63’ variance to the east property line (Normandale Road). A 25’ variance to the west property line. A 51’ rear yard setback variance to the south property line. A sign variance to allow a 100 square foot building sign. A 15’ variance to allow the fence and preschool play area to be placed up to the property line. SUPPORTING INFORMATION Surrounding Land Uses Northerly: An office building; zoned POD-1, Planned Office District and a vacant parcel zoned PID, Planned Industrial District and guided MXC, Mixed Use Center Easterly: Highway 100 Southerly: Single Family Residences; zoned R-1, Low Density Residential and Guided Low Density Residential STAFF REPORT Page 2 Westerly: Grandview Square; zoned MDD-4, Mixed Development District and Guided MXC, Mixed Use Center. Existing Site Features The subject property, 5051 Eden Avenue, is 20.67 acres and is the current site of the existing Our Lady of Grace Church. Planning Guide Plan designation: PSP, Public/Semi-Public Zoning: R-1, Single Dwelling Unit District Site Circulation, Traffic & Parking A traffic study was completed by Spack Consulting. The traffic study details impacts to Eden Avenue and Normandale Road intersection. The study recommends a possible roundabout as a long-term solution or other traffic mitigation techniques which include staggering school start times. Development at the subject property is not the only traffic contributor to the intersection. The revised engineering memo dated August 2, 2019 & August 13, 2019 recommends no action related to this topic until new construction leads to an increase in the K-8 enrollment that exceeds 110 additional students (increase from current 660 to 770 or more). At that time, an update to the traffic study would be required along with staggered start and end times. If the applicant chooses not to, or cannot stagger start and end times, the applicant would be required to share in costs of a new single lane roundabout. No additional parking spaces are required with the proposed project, although a small accessible lot is proposed to be added just north of the sanctuary to improve disabled parishioner or non-ambulatory access to the sanctuary. Parking requirements for churches and other religious institutions are based on the maximum seating capacity of the largest places of assembly. The proposed activity center addition will not seat more than 900 people which is equal to or less than the existing sanctuary space. Building/Building Material The building materials on the proposed building addition include brick to match the existing building, architectural precast, glass, and standing seam metal roof to match. Conditional Use Permit Per Section 36-305, a conditional use permit shall meet the following: 1. Does not have an undue adverse impact on governmental facilities, utilities, services or existing or proposed improvements; STAFF REPORT Page 3 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. Staff believes that the above criteria are met. Churches are an allowed use in all zoning districts in the City. The Church use on the property currently exists but is just expanding on site. The site would not have an adverse impact on governmental facilities, utilities or services. The existing roads currently do, and can support the site. The applicant will be required to pay a fee for the future improvements to the Eden Avenue and Normandale Road intersection. The expansion of the current Church use would not have an impact on adjacent property. Compliance Table City Standard Proposed North Side – East Side - South Side– West Side – Preschool Play Yard 95 feet 95 feet 95 feet 95 feet 15 feet ~890 feet 32 feet* 44 feet* (matching existing nonconforming) 75 feet * 10 feet* Building Coverage 25% 17% Maximum Height 40 feet 47.5 feet* Signage 24 square feet 100 square feet* *Requires a variance PRIMARY ISSUES/STAFF RECOMMENDATION Primary Issues • Are the plans proposed reasonable to minimize impacts for the conditionally permitted Use? Yes, the proposal would not negatively impact surrounding properties. The proposed project is just expanding the church use and school at the subject property. The traffic generated would from this project would have minimal impact on the surrounding intersections and does not currently change the level of service. In the future, when surrounding sites develop, the STAFF REPORT Page 4 intersection will need to be improved. The applicant will pay for their portion per the conditions listed in the engineering report. Per the requirements of a conditional use permit it can be determined that the project: 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; and 6. Is consistent with the comprehensive plan. • Are the proposed variances justified? Minnesota Statues and Section 36-98 of the Edina Zoning Ordinance 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. A height variance to allow the tallest addition on site to be 47’-6”. The proposed height allows for appropriate curriculum, cafeteria space, modern gym space and activity areas. The tallest portion of the addition is located as low on the site as possible to limit impacts to neighbors. The activity center will not be the tallest element on site; the existing sanctuary steeple will continue to be the tallest building. A 63’ street side variance to the east property line (Normandale Road). A 25’ variance to the west property line. A 51’ rear yard setback variance to the south property line. Practical difficulties include the existing location of Our Lady of Grace church and associated parking. There currently are non-conforming setbacks on site and previous setbacks approved with conditional use permits obtained in years past. The proposed setback STAFF REPORT Page 5 variances will allow for the new additions to appropriately tie into the existing buildings while preserving mature trees and maximizing open space. The location of the priest’s residence provides an appropriate transition between the existing school and church into the single family neighborhood. A sign variance to allow a 100 square foot building sign. Although the location of the church and school are located within a residentially zoned property, the site itself allows for signage that would typically would be seen in more of a commercially zoned area due to its size and location. Proposed signage will be located only on the north and east sides of the building facing other commercial and office uses and Highway 100. The size of the sign is reasonable given the size of the structure on which it would be located. A 15’ variance to allow the fence and preschool play area to be placed up to the property line. The practical difficulty with the proposed fence and preschool play area is the existing location of the church, school and parking lots. The proposed play area allows to save some existing mature trees. The location provides convenient and safe access to the play area and helps break up the walls of the gymnasium from public view. 2) There are circumstances that are unique to the property, not common to every similarly zoned property, and that are not self-created? A height variance to allow the tallest addition on site to be 47’-6”. The existing use and proposed building additions have different height necessities than the surrounding single family homes. The gymnasium is placed low on the lot to help minimize the height from the neighboring properties. The sanctuary steeple will continue to me the tallest structure on site. A 63’ street side variance to the east property line (Normandale Road). A 25’ variance to the west property line. A 51’ rear yard setback variance to the south property line. The existing parking layout and buildings allow for the proposed improvements to be possible in few locations. The proposed layout was determined by maintaining mature trees, enhance public sightlines, and limit the massing in proximity to the single family homes while minimizing the loss of greenspace. A sign variance to allow a 100 square foot building sign. Oftentimes churches are located completely immersed within single family neighborhoods. The size and location of the existing church and school will have limited impact on the surrounding neighborhood and fits with the size and scale of the building. STAFF REPORT Page 6 A 15’ variance to allow the fence and preschool play area to be placed up to the property line. Due to the location of the existing buildings and parking areas, there were limited places for the building additions to be constructed. The proposed play area will be placed adjacent to the proposed gymnasium building between Normandale Road. 3) Will the variances alter the essential character of the neighborhood? The proposed variances will not alter the essential character of the neighborhood. The applicant will match the existing brick and building materials. A height variance to allow the tallest addition on site to be 47’-6”. The existing sanctuary steeple will remain the tallest element on campus. Other proposed buildings will have flat roofs and will keep a lower profile than the existing two-story class room buildings with a gabled roof. A 63’ street side variance to the east property line (Normandale Road). A 25’ variance to the west property line. A 51’ rear yard setback variance to the south property line. The proposed setback to the south property line will not be any closer than where the existing school structure sits today. The home that will be constructed on the west side of the property is the closest structure to the west property line and will provide a good transition to the single family neighborhoods. A sign variance to allow a 100 square foot building sign. The location of the proposed sign will have limited impact to the surrounding residential neighborhoods. The proposed sign will fit the size and scale of the proposed building. A 15’ variance to allow the fence and preschool play area to be placed up to the property line. A fence is allowed to be placed up to the property line on a single family residential lot and therefore will fit in with the neighborhood. Staff Recommendation Recommend that the Planning Commission recommend approval of the Conditional Use Permit with variances for Our Lady of Grace at 5051 Eden Avenue. STAFF REPORT Page 7 Approval is subject to the following findings: 1. The proposal meets the conditional use permit criteria in Section 36-305 of the City Code. 2. The criteria for the proposed height variance are met. The proposed building additions are placed low on the site to minimize impact to the surrounding neighborhood. The needs for the types of buildings have different height needs to be functional than single family homes. The sanctuary steeple (existing) will remain the tallest structure on the subject property. 3. The criteria for the proposed setback variances are met. The practical difficulties include the location of the existing church and associated parking on the subject property. There are currently non-conforming setbacks that have been approved with previous projects. The location of the proposed buildings appropriately tie the uses in the buildings together while preserving mature trees and maximizing green space. 4. The criteria for the proposed sign variance are met. The proposed signage will have limited impact to the surrounding residential neighborhoods and fits within the size and scale of the proposed building. 5. The criteria for the proposed play area and fence are met. Fences in single family zoning districts are allowed to be placed up to the property line. The location of the play area avoids mature trees and will break up the surface area of the proposed gym wall. 6. The variances will not alter the character of the neighborhood. Our Lady of Grace currently exists within the neighborhood. The tallest structure on sight will remain the sanctuary steeple, the existing setback to the south will be maintained with the building additions, the setback to the west is for the proposed residence and will provide a transition into the neighborhood, and the proposed materials match the existing building. Approval is subject to the following Conditions: 1. Subject to staff approval, the site must be developed and maintained in substantial conformance with the following plans, unless modified by the conditions below: • Site & building plans date stamped August 7, 2019. • Building materials presented at the Planning Commission and City Council meeting. 2. The property owner is responsible for replacing any required landscaping that dies. 3. Compliance with the conditions and comments listed in the revised Engineer’s memo dated August 2, 2019 & August 13, 2019. 4. Compliance with the conditions and comments listed in the Fire memo dated August 2, 2019. 5. Compliance with the conditions and comments listed in the Building Official’s memo dated August 2, 2019. Edina, Hennepin, MetroGIS | © WSB & Associates 2013, © WSB & Associates2013 Our Lady of Grace August 9, 2019 Map Powered by DataLink from WSB & Associates 1 in = 300 ft / Opus AE Group, L.L.C. | 10350 Bren Road West, Minnetonka, MN 55343 | 952.656.4444 | www.opus-group.com Our Lady of Grace Master Development Plan – Conditional Use Permit Narrative 12 July 2019 Project Overview: Our Lady of Grace Catholic Church has commissioned The Opus Group to develop a Master Development Plan for submission to the City of Edina through a Conditional Use Permit which is proposing the future development vision of the church community for its 23+ acre site. The proposal envisions a multi-phased project that will develop over time providing Our Lady of Grace maximum flexibility for the parish now and into the future. For clarity, an exhibit follows this narrative to highlight new building footprints on site (Colored Purple) in comparison to existing buildings (colored gray). Refer to Exhibit titled “New Construction”. The initial plans are to erect the Priest Residence in the Southwest corner as part of the first new development on site. It is expected that the Activity Center (Gymnasium and Stage) and Link Building will be a part of the second phase of the project. The Activity Center will not seat more than 900 people, equal to or less than the existing sanctuary seating, in attendance to any one event. Once the Activity Center is complete a new commercial kitchen will be installed within the existing building shell and the current gymnasium, will become a multi-purpose room and cafeteria for the school and parish. A maximum occupancy preschool of 120 children may be erected as part of this second phase or be erected during a later phase as deemed appropriate by Our Lady of Grace. Two additional phases are currently anticipated with no particular order of development in mind. The first is a parish gathering space expansion and the second being a school expansion and parish office interior fit out within existing space. The school expansion, when complete, would allow full school enrollment up to approximately 1,000 students including the Preschool addition. An exhibit has been included to aid in highlighting the various phases and their anticipated order of development if known. Refer to Exhibit titled “Concept Phasing Plan”. Further breakdown of student body can be referenced below. Existing Student Population: 660 students Proposed Maximum Preschool Population: 120 Students Future Classroom Expansion Population: 220 students Total Student Population at full buildout: 1,000 students The development will consist of single and two story structures. The gymnasium will be the tallest structure on site with a height of 45’-0” from finished floor, certain architectural features may reach as high as 47’-6”. The remaining structures will be well below this height and the lower level of the southern wings would be a garden level configuration. For further detail please reference the Architectural Elevations and perspective images. The primary uses of the facility will be a church with ancillary parish administrative offices, school and ancillary school offices, preschool and gymnasium. Existing parking on site fits within the City standards and will not need to be increased as part of the development, however, a small accessible / convenience parking lot is proposed to be added just north of the sanctuary to improve disabled or non-ambulatory parishioner access to the sanctuary. Variances are being requested as part of this CUP and have been applied for through the City Variance application forms. A neighborhood meeting was held on June 24th to solicit feedback from the community. Building Design: The building materials and structure are being designed to be a generational building for Our Lady of Grace. While the church community will soon celebrate its 75th anniversary, the proposed new design is to provide buildings for the next 75 years and on. High quality and durable materials will be used to construct a building that will hold up as well or better than the existing campus structures have over time. The building skin will primarily be constructed utilizing a precast concrete wall system with brick exterior finish. Cast stone string coursing, cornices, medallions, and accents articulating the volumes both vertically and horizontally will break down the scale of the buildings in the Neo-Georgian architectural style of the existing campus. The brick color and cast stone will be a similar blend and color to the existing campus and are further defined with the submitted material board. Curtain wall and punched window glass systems will relate to the existing campus. The masonry will be detailed to complement the existing masonry ornamentation. The Activity Center, the largest building element, has been incorporated into the plan to limit its visual impact to the residential homes to the south. As these homes sit higher than the finish floor of the gymnasium, the perceived height to the residential homes will be lower than the actual proposed 47’-6” parapet height. This element sits at the northeast corner with the majority of the gymnasium parapet being 45’ high. The existing sanctuary steeple will remain the tallest element on campus as no structure or equipment is planned to be taller than this existing focal point. In addition, future building expansion along the southern border is proposed to have flat roofs which will provide a lower profile than the existing two-story classroom buildings which have a gable roof. The building footprints have been strategically placed to preserve as many mature trees as possible. Any trees that would be removed at time of expansions will be replaced per City ordinance or better. As the various phases develop at altering time it will provide a phased planting order which will aid in the presentation of a consistent and long lasting mature shade tree lawn. As part of this preservation of trees in the front lawn, it is proposed to push the activity center within 50’ of the eastern property line requiring a setback variance. The 50’ proposed setback is strategic as it also aligns with the original C.U.P setback guidelines established on this campus prior to the current 95’ C.U.P. setback which was recently changed by City Council. Upon submittal for permit, screen wall design and sight line studies will prove that all mechanical equipment has been concealed or screened from public view at all Right-of-Way frontages. Opus AE Group, L.L.C. | 10350 Bren Road West, Minnetonka, MN 55343 | 952.656.4444 | www.opus-group.com Our Lady of Grace Master Development Plan – Variance Application Narrative 12 July 2019 Variance Request #2 – Maximum Building Height Allowed: 3 stories or 40’ Proposed Tallest Structure: 47’-6” Will the proposed variance relieve practical difficulties in complying with the zoning ordinance and that the use is reasonable? Applicant Response: Yes, while the existing property is zoned R-1, its approved use has a differing density than that of a typical residential property. In order for the Parish and School to provide appropriate curriculum, cafeteria space and activity areas the school drastically needs a modern gymnasium. The building has been located as low on the site as possible to limit impacts to neighbors and internally to the sanctuary. This activity Center will not be the tallest element on campus as the sanctuary steeple will remain as the campus focal point and tallest element. Will the proposed variance correct extraordinary circumstances applicable to this property but not applicable to other property in the vicinity or zoning district? Applicant Response: Yes, the circumstances noted above are that the uses previously approved and proposed require additional building height beyond a typical residential home. Proposed height of the building has been lowered as much as possible while also burying the building on the low end of the site to limit its visual impact to the single family homes to the south. The largest mass has also been located away from the single family homes to limit its impact on the neighbors. With the unique CUP approvals already governing this use and site, it is unlikely that this approval will impact other properties in the vicinity or zoning district as they likely do not have the same or similar zoning and CUP constraints. Will the proposed variance be in harmony with the general purposes and intent of the zoning ordinance? Applicant Response: Yes, we believe the proposed uses and request are fitting with the purpose of the existing ordinance and uses on site today and will ultimately further enhance the quality of the campus and its outward expression to the public. Will the proposed variance not alter the essential character of a neighborhood? Applicant Response: Yes, the proposed design of the future buildings has been intentionally designed to complement the existing architectural style of the campus. Buildings will be constructed of high quality, long lasting materials to provide long-term generational buildings fitting the existing campus and neighborhood context. Our Lady of Grace Master Development Plan – Variance Application Narrative 7 August 2019 Variance Request #3 – Building Setback (Street Side) - Normandale Allowed: 95’ Proposed setback: 32’ Will the proposed variance relieve practical difficulties in complying with the zoning ordinance and that the use is reasonable? Applicant Response: Yes, the proposed reduction of the setback along the eastern property line was set intentionally to match the previously approved 50’ CUP setback while also assuming a consistent relationship along Normandale Boulevard where the property line at the SE increases the Right-Of-Way yard. One of the primary reasons for this setback is to better tie into the existing buildings while also preserving as many mature trees on the property as possible. The largest development will be erected on the former priest residence site which has less mature trees than other portions of the site. The 32’ dimensions preserves the consistent building edge to street relationship at the southeast corner which is established at the northeast corner with a 50’ setback. Will the proposed variance correct extraordinary circumstances applicable to this property but not applicable to other property in the vicinity or zoning district? Applicant Response: Yes, the existing parking layout and campus buildings only allow for the proposed buildings to be located in a few possible locations. We have proposed what we believe to be the best site location to preserve mature trees, enhance the public sightlines in and around the project, limit massing proximity to single family homes, and minimizing greenspace loss. With the unique CUP approvals already governing this use and site, it is unlikely that this approval will impact other properties in the vicinity or zoning district as they likely do not have the same or similar zoning and CUP constraints. Will the proposed variance be in harmony with the general purposes and intent of the zoning ordinance? Applicant Response: Yes, we believe the proposed uses are in harmony with the general purpose and intent of the zoning ordinance. Will the proposed variance not alter the essential character of a neighborhood? Applicant Response: Yes, the proposed design should not alter the essential character of the neighborhood and will likely impact the local vicinity in a positive way with high quality building design and materials fitting of the area. Our Lady of Grace Master Development Plan – Variance Application Narrative 7 August 2019 Variance Request #4 – Building Setback (Rear) – South Property Line Allowed: 95’ Proposed setback: 44’ Will the proposed variance relieve practical difficulties in complying with the zoning ordinance and that the use is reasonable? Applicant Response: Yes, the proposed reduction of the setback along the southern property line was set intentionally to align with the existing school and its relationship to the property line. This dimension was previously approved as part of the previous CUP’s and we are requesting to hold this setback for the future development at the SE corner. Will the proposed variance correct extraordinary circumstances applicable to this property but not applicable to other property in the vicinity or zoning district? Applicant Response: Yes, the existing parking layout and campus buildings only allow for the proposed buildings to be located in a few possible locations. We have proposed what we believe to be the best site location to preserve mature trees, enhance the public sightlines in and around the project, limit massing proximity to single family homes, and minimizing greenspace loss. With the unique CUP approvals already governing this use and site, it is unlikely that this approval will impact other properties in the vicinity or zoning district as they likely do not have the same or similar zoning and CUP constraints. Will the proposed variance be in harmony with the general purposes and intent of the zoning ordinance? Applicant Response: Yes, we believe the proposed uses are in harmony with the general purpose and intent of the zoning ordinance. The intent is to not provide any building closer to the south property line that what exists today. Will the proposed variance not alter the essential character of a neighborhood? Applicant Response: Yes, the proposed design should not alter the essential character of the neighborhood and will allow transition well to the single family homes to the south. Our Lady of Grace Master Development Plan – Variance Application Narrative 7 August 2019 Variance Request #4 – Building Setback (Rear) – West Property Line Allowed: 95’ Proposed setback: 75’ Will the proposed variance relieve practical difficulties in complying with the zoning ordinance and that the use is reasonable? Applicant Response: Yes, the proposed reduction of the setback along the southern property line was set intentionally for the priest residence as it will tuck the project into a hillside limiting its visual impact to the neighboring residential homes. The priest residence is also the most scaled and fitting style and use to our neighbors to the south. We believe this use is reasonable and fitting with ordinance and previous CUP approvals. No future school expansion on the SE part of the site will project further south than the existing school and administrative buildings that exist today. Will the proposed variance correct extraordinary circumstances applicable to this property but not applicable to other property in the vicinity or zoning district? Applicant Response: Yes, the previous priest residence was located in a position that over time was heavily impacted by the development and increase of traffic along the highway 100 corridor. As the former residence was in need of replacement it does not make sense today to build a residential use in the former location on the frontage of highway 100. It is better fitting to be tucked quietly into the SW corner of the site where it can provide transition from the church and school uses to the single family homes to the south. Will the proposed variance be in harmony with the general purposes and intent of the zoning ordinance? Applicant Response: Yes, we believe the proposed uses are in harmony with the general purpose and intent of the zoning ordinance. There was a previous priest residence on the site which is being reconstructed in a new location. Will the proposed variance not alter the essential character of a neighborhood? Applicant Response: Yes, the proposed design should not alter the essential character of the neighborhood and will allow future development to better transition the single family homes to the south. Our Lady of Grace Master Development Plan – Variance Application Narrative 7 August 2019 Variance Request #5 – Building Signage Allowed: 24 SF Proposed: 100 SF Will the proposed variance relieve practical difficulties in complying with the zoning ordinance and that the use is reasonable? Applicant Response: Yes, while the existing property is zoned R-1, we feels its approved use justifies review of this ordinance. The existing signage area allotment for residential homes is not sufficient for a campus of this size and location. We are proposing to use a more typical commercial building signage area to better align with the commercial projects to the north and Highway 100. Signage will be located only on North (facing commercial) or East (facing highway 100) fronting walls to limit any visual impacts on the residences to the south. With the local context to the north and east we feel the request is reasonable. Will the proposed variance correct extraordinary circumstances applicable to this property but not applicable to other property in the vicinity or zoning district? Applicant Response: Yes, With the unique CUP approvals already governing this use and local site context as this property transitions between residential and commercial it is unlikely that this approval and circumstance will impact other properties in the vicinity or zoning district as they likely do not have the same or similar zoning and CUP constraints or local surrounding context. Will the proposed variance be in harmony with the general purposes and intent of the zoning ordinance? Applicant Response: Yes, we believe the proposed uses are in harmony with the general purpose and intent of the zoning ordinance and may be more fitting with the commercial development to the north as well as highway 100. Will the proposed variance not alter the essential character of a neighborhood? Applicant Response: Yes, the proposed design should not alter the essential character of the neighborhood and will allow signage to be appropriately scaled to fit into its context and campus size. Our Lady of Grace Master Development Plan – Variance Application Narrative 7 August 2019 Variance Request #6 – Site Fence and Preschool Play Area Setback Allowed: 15 ft. Proposed: 0 ft. Will the proposed variance relieve practical difficulties in complying with the zoning ordinance and that the use is reasonable? Applicant Response: Yes, Minnesota licensing rules require preschools to have an accessible large motor play area to serve the students in attendance. As the site has laid out with existing parking lot, a goal of building footprint reduction and preservation of greenspace and mature trees the best location identified for the large motor function space is along the east side of the gymnasium and preschool. This location provides convenient and safe access for students while also providing buffering of views of the larger gymnasium walls by providing foreground and activity to draw your eye. We believe the use is fitting and will further activate and enhance the campus edge facing the public domain. Will the proposed variance correct extraordinary circumstances applicable to this property but not applicable to other property in the vicinity or zoning district? Applicant Response: Yes, as the project continues to limit the loss of greenspace and preservation of mature trees we feel this circumstance would not be applicable to other properties in the zoning district or vicinity. Will the proposed variance be in harmony with the general purposes and intent of the zoning ordinance? Applicant Response: Yes, we believe the proposed uses are in harmony with the general purpose and intent of the zoning ordinance and are fitting with the way the site is used today with existing playgrounds along the eastern property frontage. Will the proposed variance not alter the essential character of a neighborhood? Applicant Response: Yes, the proposed design should not alter the essential character of the neighborhood and will allow for a safe and secure space for children to play outside without detracting from the existing character of the neighborhood. The project ultimately better highlights the energy and activity of a school with the outward expression of its interior uses. OPUS THE OPUS GROUP Opus AE Group, LLC. Opus Design L.L.C. tma VendasIgi0111-0111. OUR LADY OF GRACE - MASTER PLAN CONDITIONAL USE PERMIT SUBMITTAL 5071 EDEN AVE, EDINA, MINNESOTA OUR LADY OF GRACE - MP 1...1-02CRISS 5071 EDEN AVE, EDINA, MN ZONING TABLE DEVELOPMENTSTANDARDS OR 13' (IAN 6 pROPOSED IiAjPATiCE SLIMING AREA N/A 174/0945F ZONING XI R-1 PARCEL AREA NAA 2153 Amy MAA/TUM LOT COVERAGE 25% 1215 CONDITIONAL USES REI1G10115 INSTITUTIONS, ELEMENTARY SCHOOLS, PRESCHOOL RELIGIOUS INSTIRITONS, ELEMENTARY SCHOOLS, PRESCHOOL BUILDING MAX HEIGHT 35TORIE5 OR 40 X BUILDING SEISACX (NORTH) 95' > 95. (MIMING SETXXCX (EAST) 95' 37 0 BUILDING SETBACK ( WEST) 95' 15. X BUXOM smaalsoorm ST X BUILDING SIGNAGE 24 50 1005E X SITE FENCE 15' CY X PRESCHOOC PLAY AREA 15' V X PARKING STALL COUNT 462 PROMETTEPAI DEVELOPER GEOTECHMDAL OPUS AEGROUp LIE AMERICAN BIGINEERING TESTPIc INC TOMO AREA ROMIMEST 650 CLEVEIATIO AVENUE NORTH MAINETORKA 0/I16243 SIM PAIR. 191T6114 fACRITECT. ChM ENGSPER OMB AE GROW, LAC RAMAT. 102CCIMEITR0AD WEST 12202 VATITEWATER ERNE. MITER:0 IMPETORIKA 101152.5* 14511.0161A AIN 65242 LANDSCAPE ARCMTECT SUAIIEVOR SWEATS( CANOE WA SMIVE11110. LLC 12500 WKIEWATER UWE, SURE 300 WHO EMT 01.001,11.1014 FM. SUFfE110 10011ETOI015 MH 55341 BLOOMINGTON, 501155120 SHEET INDEX T1.0 TIRE SHEET C201 EYISTPM cONDITTONS 52.02 EXISTING coral-TOTS CUES EX1.511.CCt6411C4S C204 DEMOLITION PLAN 0101 OVERALL SPE PLAN C3.02 SRE 1,,,d4 0401 OW., , GRPZINGFUVI 0402 C.AFIXNG PLAN CS01 05.02 ERos Toil CONTROL PHASE I EROSION CONTROL IMAsE 2 GSM 000,1011 COMM NOTES AM DEVILS C01 OVERALL UTILITY PAN 03.02 IBILJTV FIAN mat TREE PRESERVATION PLAN 11.01 OVERALL LAMIArasp Rum/ LIM UnOSCAPE PLAN LAPS LANDSCAPE NOTES-DETAILS A1.0 LONER LEVEL FLOOR PLAN 51.1 LEVEL! FLOOR PLAN 01.2 LEVEL 2 FLOOR PLAN 0100 RECTORY FLOOR PLANS AXII EXTERIOR ELEVATIONS 5200 410 RECTORY EXTERIOR ELEVATIONS PERSPECTIVE ISAC.S DIM 08/072019 J. . iS0.40 Fourniea Of..41,1 f B. 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Ill 3NI nu ill IJe7eTA" •200.2 CONCRETE 0002 N 888,CP Sr s ▪ Ern GRAVEL•wee ill aN BITUMINOUS erl ili 129, I - I 1 I 11 I S 6 BI .MAIN 07 TUMOUS .4 MY— 1. / '54 IVATOR WOW 41:11. Ira 11 Iv 1 Yon NE CORNER OF GOV'T LOT 8 -N UNE OF Mel LOT 111.0..7 ANr.40 GRASS of MATCH IL / SEE SHEET 2 OF 3 0 I I, I ..... I ;N /- }11'1° .r'ssek. • ,---*, LME POINT-70.3., 5& FROM S ,.. .,,,, ' , -,firgtST'‘4°e ..,A-7,7:4--4/...D' • Of EDEN.2096 ' -......, f vas ,...,... rise. \beer- --- '^3i.9 id CIA. PIeum,..ure 0061.0 • 2e RCP STS A *MO I hereby certify that this survey, pion, re report MS prepared by me or under my direct supervision and that I em a duly Licensed Land Surveyor under the Ines of the Stole of Minnemta. Doted this 7th day of August, 2015 SUNDE AND SURVEYING. LLC. /p Ar ee J. Caskira.L.S. 1.41nn. Lie. No. 44900 MAP Dom e:vised area on shoot 3 only 6/21/2019 22 ft p 171. BOUNDARY, LOCATION, TOPOGRAPHIC end UTILITY SURVEY FOR: OUR LADY OF GRACE CHURCH ISsusNirk' -viii.',Vivas.- Profref..8444262-8 /a ROP/R1 • 8./ IP R FRI Sec ona8 RJR PSATS00,4144p 041:4 2/20,1 1 of 3 I te 0 Il 111 ilii 711 41 III! I 1 L 1:- `) rp .04 I .00,0 V..c1110,7;,1,7...j7 .11 \I AM. CN ° o . >70 GRAD \ LIJ CI) O Area ex 1,013,018 square feet or 23.256 acres FC;FND O Denotes iron monument set marked with P.LS. No. 44900 • Denotes found iron monument AC Denotes air conditioner ACP Denote. above ground pipe(s) AIS Denotes advertisement/Information sign BBH Denote, boaketbell hoop BE Denote* building entrance BTC Denote, top of bituminous CVO BTL Denote. beaver tall curb CB Denotes catch basin CBOX Denotes control box CM Denotes communication box CMP Denotes corrugated metal pipe COL Denote, building column CST Denote, concrete atop DB Denotes decorative brick pawn ES Denotes electric box EM Denote, electHe meter EMH Denotes electric manhole FF Denotes finished floor FH Denote, lire hookup FOL Denotes fiber optic line FP - Denotes flog pole FW Denotes face of walk top Denotes gutter GAS V Danateo gas val. GP Denotes guard post DRDL Denotes ground light GW Denotes guy wire HCR Denotes handicap ramp HCS Denotes handicap eign H14 Denote, hand hole HAG Denote° communication hand hole HOF Denotes fiber optic hand hole HOD Denotes fire hydrant WV Denotes Invert LA Denotes landscaped area UFT Denotes lift station LP Denotes light pole MC Denote. metal cover MH Denotes manhole OD Demote. overhead door OHC Denotes overhead communication line OHE Denoted overhead electric line OHTV Denotes overhead cable television line Denote, per plan/not Sold verified PIE Denotes poet Indicator vol. PITS- Denotes parking sign PP Denotes power pole PPLP Denotes power and light pole PPU Denotes power pole with underground utility PVC Denotes polyvinyl chloride pipe RCP Denote, reinforced concrete pipe RD Denotes roof drain SAN S Denotes eanitary sewer SANC Denotes :military cleanout SKIM Denotes skimmer ST S Denotes storm sewer STAT Denotes statue SIC Denotes top of surmountable curb TAD Denotes truncated dome TO Denotes telephone be: THP Denotes tetherball pole IC Denotes top of concrete curb TCS Denotes traffic control eign TMH Denotes telephone manhole TRANS Denote, transformer box UGC Denotes underground communication One UGE Denotes underground electric line UGT Denotes underground telephone line UGTV Denotes underground cable tel.islon VCP Denotes vitrified cloy pipe VP Denotes vent pipe W Denotes underground voter One WMH Denotes water manhole WV Dentes water valve APL Denotes Apple tree ARS Denote. Arborvitae SAS Denotes Basswood tree BLCH Denotes Black Cherry tree BOX Denotes BoseIder tree COT Denotes Cottonwood tree CRAB Denotes Crabapple tree EVG Denotes evergreen tree GINK Denotes Ginkgo tree MPL Denotes Maple tree MTASH Denotes Mountain Ash tree PIN Denotes Pine tree PILAW Den tee White Pine tree SHB Dan les shrub SPCC Den tee Colorado Green Spruce tree SPR Dan tes Spruce tree TR Dan tea deciduous tree W1L Den tea Willow tree •11 00X bL ii III ). /, \ pro $,Ii. 1 1T I / ,41. i 0 • 1 0- • 1 1 Ls • ..; 11 1A Fn 41 \\ri 4 \ .. :v • ' t". i \ I \i7 Jz \ \ \ \ \ t Z , lik ' \ \ .,.. tze"gf- ..4, \ \ P \ 'k I ..,t •e. t\ t el /CIA sc \ .il....'\ \ ,.\\ \\\ (7 ' ..• \\ \\\1 zI'VI4'-'a.\ 1 I sr...# •LI 1 \ 1 1 \ 1 1 1 ,I 7 \ \ .40 1 I I ! I 1 1 t \ 1; i 1 LI 1 , , &IT; / ,,-.1 _ i 1 -. \--. 1 \ ,,III ' /0,./.'40:;: ,; \: \ fk 1\ ,\ \t \ \'\ \ \ . '•E! ,-;,,:, z' '''''' ,..- .;-.3- --1.s• .!!! 01,, '.0 \ .'ik \ / ) 1 / 4,,,, 1 \ k 0 z _L....-..-..-.,.., - „..,. -;13,-- •,- 1-\' I 11 n ':17' 455 •11111.0 ONO 001 NIA ./ MATCH I /SEE SHEET I OF 3 RCP sr s foso •01.11 • /- •00.1 • Mad e ea.! G 0 G R EXIST/NC BUILDING AVZ 71•4 4 X 0 4 \ .Mal li .,.%rruiku SerLJZAI Vilri.L. .....‘ di. ' Alf 9 r j ' • --, „:„ . .....1k . . ` .' .. A „. \ • 1 7 \ p .. •Aj • 17 .,,!‘ ii NJ M / /AM ._1_.."7:11/./1 3 sAso 1 en, or \ en ../.. '01111. /.r. \ IV101.11 U 5 .. ? 0iu }till; i r 010.A1111,, Igal 1 t-tr4 \ M i 1X‘0.-UL! „ ' ., 01.11 X/ 08 N89.47'55"W AREA '"Rize ek 9 % 4 NM: Os A S '4433 o 100 102 101 •• 7 110 VMS • .11•11., ROD I I, • ..;,` tux 11.1. ' .t•tA efraApp!Frra re. /Lill,' 41. lax 400N - ts w•A BITUMINOUS LOU '1035./2 S 13 1. C I hereby certify that this survey. plan, or report was prepared by ma or under my direct supervision and that 1 om a duly Licensed Land Surveyor under the laws of the State of Minnesota. Dated this 7th day of August, 2015 DUNCE AND SURVEYING. LLC. By: Ar ee J. Ca o . .L.S. Minn. L•. No. 44900 pRevis. areo on sheet 3 only MAP th, 2 it Ororshp BOUNDARY, LOCATION, TOPOGRAPHIC and UTILITY SURVEY FOR• OUR LADY OF GRACE CHURCH 51E2E -otq,r6a1FAIE) a vow* au ...in Ip / A. X •T *NM 0100 *Ci D6 Ha II •., SII Iran IP iT I I I I 1 AZ, R;1 CZ Al Iwl fu It JC II III In \ 33 II // 4 LI to I I I / / / JE n lit n n n n n a n r. a a a it noo.. ....),_. r.,,, ,.„ ,..... --.... 1 , or., ' ) IA s' r .4 a' f7''''" : \ k-..,.. • ,... i "4 7 ' \ ''',..4 7 r r \ ,,iCler ,,,,,V. 0-314 \ /13P1'er-j 6J,ir.J01 ,t6'33 rS, . L.- "'. yaw 1-rPP. /',_ -7".' /042j/ / ."" 449/ ../ y' / / .....' \ , ro,. ILA PI AT RECORDING INFORMATION The property is currently unplatted per the Hennepin County Poperty Map online. ) BearInge and/or dim...ions Hated within brad.. are per plat or record documents. This survey was prepared without the benefit of current title work. Easements, appurtenances. and encumbrances may exiet In addition to those shown hereon. Thio survey is made. to revIelon upon receipt of a current title insurance commitment or attorney's title opinion. •001.7 rr 170- 6 FT CHAIN UNIX FENCE uu,, ASS- 7111/ ibu -s 041 / Ill Asp, 1 //NOS BITUMINOUS •10111 • 901,0 8' RCP RC .7 • MI6 18' RCP AA( 101 K.1 107 w•07.1 0012 Csse Sri 131TUUlsouis .0131 \ \ • 0,1 4./t.71.11 I Mon, l 1 des ma 01 A 01 93,10. • MOS ••t7 • i l7 /vi A/ L'..) GENERA! NOTFS_ I.) Survey coordinate basis: Hennepin County Coordinate System. UTILITY NOTFS_ I.) Utility Information from plans and markings was combined with observed evidence of utilities to develop a view of the underground utilitien shown hereon. However, lacking excavation, the exact location of underground feature, cannot be occurately, completely and reliably depicted. Where additional or more detailed Information is required, excavation may be necessary. 2.) Other underground of which we are unaware may exist. Verify all utilities critical to construction or design. 3.) Some underground utility locatione are shown a. marked onsite by thumb utility companies who. locators responded to our Gopher State One Coll. ticket numbers 151752426 k 191564809. 4.) Contact GOPHER STATE ONE CALL at 651-454-0002 (800-252-1166) for preclee onsite location of unit'. prior to any excavation. BENCHMARKS (BM) I.) Top of top nut of fire hydrant north of the service road on the south side of building. Elevation • 919.45 feet 2.) Top of 3rd light pole base frorn the north end of the southwest parking lot on the eouth side of Top base. devotion • 923.55 feet .014 • MO ••16.0 .GBAVEL••04.0 xpbx ••mx lowe BITUMINOUS s.p.• 0.0 9 mix eau 1.1 / 01 oi re7., 11”11.1 Of. e 41i1V ' / . •.... BITUMINOUS • 4,9. xltas '7.0753. ser Sir LINE OF 0091 LOT & 52C. 20 EXISTING 2ItSiTO_RY BUILDING et,.1.1130F GOVT LOT I. 01 . .9111.2 011.010 2.) Top of concrete base of flog pole northeast of northeast building comer. devotion • 921.10 feet 30 ZO 60 11 11 1 SCALE IN FEET Preitel,21-262-8 BR 4X re ROR/21 R.0818/0 ah II> R pir2/ SactleeT8 0.982028.11...g i 2 of 3 Cr) EXI577NG BUILDING N • 4' //1"1:-.: \ - !\\ ‘2' 110° I tell, \st . Ajna.1 I ract r - -rmkrAtegir BM 4*I I I 2:1 EO 2tCr5Air3ITHS' , SENT. NOT REFLECT RNT. CONDITIONS 7"" c. s \ \ cu, ' , r,c, \ \TN., coius ops. cnoss ,1 4.* \ 1.40.03. MUSD NENN. CA C ri likt iss.)r •. hE woe OF SON'T LOT IS AC. 2. ILP en CONOICTE STOW OUTSIDE MX Sattla roe or LtIVCRVe STOOP OtITSDE DOOR /fee tetta (.7 I CAV'T LOT I. 33 " EA7STING BUZ A piro. .S UNE .A2 *^••• roa r^ Aff Iro0 EX/S77NG 21. STORY BUILDING :he wra ‘c.`v ..,_- AVI13311 e. RCP SI ' S wee ,-- -7 4-49 ,T •tia.1 geZta., =oil: GRASS ••341 12 FT,PH4 ° /14iginf"FETCEN t:171 •0223 CONY CD 0 CO; W O cNi D. 4020 4807.4 .2 CRAVEL•mme ONO 03 ••07.0 Ir 91711MinO 0S IS MT Kea MATCH n E SHEET le H..... ......-- Joe ..., ,...., ..1, e ....- 4 ... .. rf.... / I I 0 .4... 8 ow "1"10011, ..I. ....„ 1 I / al .iti / 8 e f. 1 .9124 , t,... ..L. t e I R 1110 \ •411. e^ MU •11121 --- •sa, , ..„::;•'" „..e.......marac.,-. - tot..krc N1.432 "W.0 g....yc V 24 /1K9 Sr s ID' RCP STS Slat s• s .,„ 13 ITU II I NOUS• Ifolt :gym BITUMINOUS al atm Al . - 1035. 12 . g ITU II IN g • OUS I PI' ‘-3.1,23912211111422 ; fi ,. `."qc .TsE 2, E 1 .‘,..,6 6 ?AZ 6 6 I N8.9'47:551Y •4.74.¨ 041 tiara 1301111122 eT 4•17.4 •512.4 NUN 0932 21114012 T UIt i'N,0 Us •913. DESCRIPTION OF PROPERTY SURVEYED And yiET sg H ; Z. .5 G. C v A" NW COM CS SEG 10, T. 3s. R. 34 That part of Government Lot 8 of Section 28. Township 117 North. Range 21 West of the Fifth Principal Meridian described as follows: Commencing 26 2/3 rods East of Southwest comer of Lot 8; thence North to East line of Minneapolis, Northfield and Southern Railway right of woy; thence Northerly Wong said right of way line to a point distant 703 7/10 feet Southerly along same from Southerly Ilne of Eden Prairie Road; thence East 193 2/10 feet; thence North to center of said rood; thence Northeasterly north some to North line of Lot Si thence East to Northeast corner of Lot a: thence South to Southeast corner, thence West to beginning. Except that part thereof lying northeasterly and easterly of the southwesterly and westerly line of the highway taking deecribed in Doc. No. 3799189. Also except the southerly 40 toot of said Eden Prairie Rood. All that part of Government Lot Eight (M. in Section Twenty-Eight (28), Township One Hundred Seventeen (117) North. Range Twenty-One (21) West, of the fifth Principal Meridian, according to the Government Survey thereof, bounded and described as follows: Commencing at the point where the Easterly line of the right of way of the MInneopolls. Northfield and Southern Railway was located and constructed across sold section Is intersected by a line parallel with and forty (40) feet southerly ot right angles from the center line of the Eden Prairie Road. eo-called, as laid out and located through said Section, which point is hereinafter designated 03 Point 'A". and running thence North Sixty-seven degrees. two (2) minutes Coat, along said parallel line and ot an angle of One Hundred Sixteen (118) degrees, forty-seven (47) minutes, with sold right of way line, o distance of One Hundred Twenty (12D) feet, thence South two (2) degrees, thIrty-three (33) minutes East 408.5 feet too point which is the actual place of beginning of the land hereby conveyed. Thence from said octual place of beginning South two (2) degrees, thirty-three (33) minute, Coot 340 feet; thence South Eighty-nine (89) degrees, Thirty-eight (35) minutes west 193.2 feet to sold Easterly fine of right of ream thence Northerly 340 feet along sold right of way line to a point 353.7 southerly from said Point "A". measured along sold right of way line; thence Northeasterly at an angle of Ninety-four (94) degrees. Forty-eight (48) minutes with said right of way line a distance of 154.3 feet to the actual place of beginning. And All that part of Government Lot 8, Section 28. Township 117. Range 21, West of the 5th Principal Meridian bounded and described as follow= Commencing of the point where the Effecty line of the right of way of the Minneapolis. Northfield. and Southern Railway os located and constructed across said section. la intersected by o line parallel with 2 nd 40 feet Southerly at right angles from the center fine of Eden Prairie Rood, so called. as laid out and located through sold Section. and running thence North 67 degrees minute. East along said parallel line and at an angle of 116 degrees 47 minutes with sold right of way fine. a distance of 120 feet; thence South 2 degreoe 33 minutes, East 408.5 feel; thence West 154.3 feet to sold Easterly line of Railway right of woy at a point 363.7 feet South from the place of beginning, measured along said right of way line; thence North along said Easterly line of Railway right of way to place of beginning. Hennepin County. Minnesota, And The north 150 feet of that part of Government Lot I of Section 33, Township 117 North, Range 21 West, lying east of the roilroad right of way and west of the west line of the highway taking described In Doc. No. 3799189. Property is located in Hennepin County, Minnesota. -T LL ; 2 O O 0 Li; 0 8 DI S OCIIrL 7 5, 521 43 I hereby certify thot this survey, plan, or report was prepared by mo or under my direct supervIelon end that I am a duly Licensed Land Surveyor under the lows of the State of Minnesota. 30 0 30 60 SCALE IN FEET Doted this 7th cloy of August, 2015 SNIDE ND SURVEYING, LLC. Br Or ee Ca2a.LS. ;Alen. Lk. No. 44900 $, Revised area on sheet 3 only paewe 1711. BOUNDARY, LOCA770IV, TOPOGRAPHIC and U77LI7Y SURVEY FOR: OUR LADY OF GRACE CHURCH 55 suNDE so. 02". 322-0631-05241 Projeet,8-262-4 fie/Pwita9/11 RETSIS/13 Towle* > Fonpw21 Socliont.721 47091120712001.ewe enzr 194 Date. 06/07/TOIS 3 of 3 MAP Br 0 740 \ CADVivil Sheeta 21740—C2—DEMO.thr9 [DDAOLMON PLAN] BITUMINOU S / 0 OPUS" THE OPUS GROUP Opus AE Group, L.L.C. Opus Design Bulk, I.L.C. 1.1.34.,Pme Noomm DIORN2 kambatek www.sambatek.com 12800 WhItanter 01005 aim 300 Ifinnetalka, MN 55343 763.476.60101*bn°. Enpairtrial I Surejna I Pantry I Erdianerardal MIER OUR LADY OF GRACE-MP LAmmENG,Ass 5071 EDEN AVE, EDINA, MN VOLLENT.GIR 31644000 ISSUE RECORD 07112/2019 CUP Submittal REMOVE DOST/MG MEE REMOVE COMB. DONT FIRM. EX/SANG BUILDING EXISTING 21 STORY BUILDING .LEag0C£ GONE LOT I. I WOVE WOOD 00121/2019 MIER VANitiEi CMA ma.. IT JGP 0-.3351 MEL maNTPADDA I WEN, Emery NIA NM phrt speciLlem. NINA 045 PNPACA try Ore winder Al dr111 supenision and Oarti air a ,GGY e4YELLINNI ENGINEER under the laws of Ma state 101 Chad M. Aye 011.05 04407/12/2011 Pt.nFeh ['arg,E,44a raa.4en.sreaaattta 9-arlitE DEMOLITION PLAN 34EFINA.1 C2.04 EXISTING a__ Ii 0 c. 1 • Fs." B.1 V///1 /////4 x NORTH 0 30 GO E6T6 SCALE IN FEET OI 2 11 21 I NODS /08, -DEMOLITION NOTES DERIOLMON NOTES ARE NOT COMPREHENSIVE- CONTRACTOR SHALL VISIT THE SITE PRIOR TO CONSTRUCTION TO OBTAIN A MAR MODERSTANDING OF IRE IL/TEM/EP SCOPE OF 1VORIC 1. THE DESIGN SHOWN IS EASED ON ENGNIEEFFS UNDERSTANDING OF EXISTING COhOOLONS. INE MOOG coNorno.srionN 0111116 MN ARE RAMO IL FON ALM ANOTOPOGRAPLIN MAPPING PREPARE° ST SONDE LAND SURVEYING DATED 0621-2019. IF CONTRACTOR DOB NOT ACCEPT EXISTING TOPOGRAPIEL AS SHOWN ONTNF MAID WRHOUT DYCEPOON, CONDUCTOR SHALL NAVE MADE, AT OWN EXPENSE, A TOPOGRAPHIC SURVEY BTA REGISTERED NOLO SURVEYOR AND SUB MIT IT TO THE OWNER FOR RENEW. 3. THE COMIRACTOR RESPOMILME FOR 012101111011, REMOVAL.. AND DISPOSING INA lOCADON APPROVED BY ALL GOVERN. A LONORNIES PAO IN ACOIRIDANCI WITH APP ...ECM.% OF ALL STRUMMER, PADS. WAILS FLUMES, FONNEMOONS, PARED.. DRIVES. DRAINAGE STRUCTURES, untrnEs, ETC- SUCH INAT TILE IMPROVEMENTS 5210071 ON THE MANS CAN BE CONSTRUCEED. ALL FROLITIES TO SE REMOVED SHALE EE UNDERCUT TO MIAMI ANNUM!. AND BROUG/IT TO GRADE WITH SUITABLE COMPACTED FRI MATERAI PER THE GEOTECHNICAL REPORT AND/OR GEOTEOINICAIELIGNEER 4. [NEARING ANDGRUBRING: COMERACLOR RESPONSILE FOR REMOVING ALL DERRLS FROM TNE MEAN° DiSPOSING THE DEERS INA DONOR MANNER. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMS REQUIRED FOR DEMOLITION AND DISPOSAL b. CONTRACTOR 6 RESPONDS. FOR ENE DISCONNECTION OF MIRY SERLACTS TO MIMING BUILDINGS PRIOR TO DEMOLITION OF ON 601011165. 7. NFP ACTOR SNAIL COORIMILATE VAIN RESPECT& UMW COMPANIES TO REMOVAL Ni WEIR REVOCATION Of ME NG CONTRACTOR SHALL CCORNNATE WON UMW COMPANIES CONCERN,. PORTLONS ELMORE WIOCH MAY SE PERFORMED MINE UTILITY COMPANIES' FORCES MIDANT FEES WHIC11 ARE TO REPAID TO WRIT( COMPAIRM FOR SERVICES. CONTRACTOR IS RESPONSIBLE FOR PARING MIMES AND DOMES S CONTRACTOR 65FECIF10111.7 [MOONED THAT LOCAIIONS OF EMMA. LITTUTIES SMOWN IN THIS PIAN NAVE BEEN DETERMINED FROM INFORMATION AVANABLE ONONEER ASSUMES NO RESPONSIMUTE FOR THE LIMON MAPPAG ACCURACY. PRIOR TOSTART OF ANY DIS OUTION ACTIVIER THE CONTRACTOR 91411 NOWT UDINE COMPANIES. HOURS PRIOR TOANT ONAVADON FOR 011-SITE LOCATIONS OF MONO DOLLING THE LOCATIONS OF UTIOTIES MIMI BE OBTAINED BY THE CONTRACTOR BY MUM M NNESOTA GOPHER STATE MN CAU AT 600-252-116b OR BRIAS4-0002. 9. THE UPPING LOGI/ONO; AMMON° SEWERS. PINK A/10 LIDLNES SHOWN ARE NOT TO REINTERPRETED AS INF MET LOCATION OR AS THE ONLY OBSTACLES THAT I.MY OCCUR ON THESRE. NOM EXISTING CONDITIONS AMO PROCEED CAIT12012 ARGON ANT ANTIOPATED FEATURES. GM NOTICE TO AL nil, COMPANIES RE DESTRUCTION AND REMOVALOF ALL SERVICE ONESMO CAP ALL ORES BEFORE PROCEEDING WITH WORT. UNDOES MAN. TO RE ABANDONED SHOM BE REMOVED IF UNDER TME BUILDING INCUBI/NO 10. BEYOND FOUNDATIONS. 10 ELECOUCAL,TELFPHONE. CAME, WATER, FIRER OPTIC CABLE AND/OR CASON. NUMMI° SERENA.° OR RELOCATEOwnII RE COORDINATE D WITH MN REFEREE/0E11TV COMPANY. ADEQUATE TIME SHALL RE PROVIDED FOR REIOCATION ANDEL°. COORINNAMON WITH TN MOT COMPANY IS NECESSARY T PROVIDE A SM00111 TPAILLTIONIN MON SERVICE. CONTRACTOR.. PAY CLOSE ATTENTION TO ELOPING DOMES WITNNITNE ROAD RIGHT OF WAY 0110.116 CONSTRUCTION. 11. CONTRACTOR MUST PROTECTINEPUBLIC ATALL ONES WITH FMK, BARRICADES, 51010.0SURES, ETC, TOTHE REST PRACTICES 12. coanmmoSACCESSSILUSEIMIPPIIMHORETIESUA0.00300107110FERTIFSATALL INIES DURING DEMOLITION OF ENE EXIST/NG FAMINES 13. PMOL TO 0414017110N OCCURRING, ALL EROSION CONTROIDDACES PRETO IN INSTALLED ANDAPPROVED EN THE LOCAL AUTHORITY. 14. CONTINCTOR VALI LIAINSAW-CLIT &PAVEMENT REMOVAL TO ONLY INOSEAREAS WHOLE ITS REQUIRED AS SHOWN ON THESE CONSTRUCION FLANS BUT IF ANT DAMAGE IS INCURRED 011 ANY OF THE SURROUNIKNG PAVEMENT, ETC.THE CONTRACTOR SNAIL DE P.ESPONSTINE FOR ITS REMO/MAN° REPAIR_ IS. CONTRACTOR TO PROTECT EMSONG FEATURES WHICHARE TOREN.. DAMAGE TOMO( EMSEING CONDITIONS TORE/ RAM WILL BE WINCED AT CONTRACTORS EXPENSE. IS. ABANDON OR REMOVE AllSAINTART, WATER AND STORM SERVICES PER CITY STANDARDS COORDINATE...ELMORE...117N CNN AOSTREET RESTORATION SHALL RE COMPLETED IN COMPLIANCE VAD1 LOCAL STANDARD, 17. CONTRACTORSNALL PREPARE AND SUBMEr TO TINGOVERIL AUTHORNI A TRAFFIC AN NNW PEDESTRIAN TRAFFIC PLAN PER CEENCOUNTI/STAIE STANDAROSTO REAPPROVED RN THELMA.. GOVERNING AUTHORITY. - VI --i, - 1 I T .,..--;-- _4- I :1---1-1:a \ 1,1 1 .,---- ...- .--; ..... -- i /-- ,il / I .44 ''' i i 1 hi ) 411 f 1 I I 71 I -I I ,I II // ''':=--!1''. :2-L':' ,‘ ' - ' 1 ., ' I . ,,.---IY I ?1:• F-11 1 -111g-51:1 : II F \ 1,2 „...,,._ ,.., p., / . '''\ \ ' -1 ''' \ Z"-- ,. 7 1--111 Ca ---,_ / ..4WPI7 I r r +1, A Ain!. Pr I ill' ii (1 A 09 r zafivrAost 1110 I t 1 64.4 I I 1 Ar7Ar".1-4"511 --) KO EIFFAJA Vi I\ rritg \ 1 1 1 IrOl Taia r 1111 f' ) rAt I ,f 1, trAO, , lit ' 1 21KI wzo, ir sior- 'i.dr"A I rAr 4(011,1 1 .41.M.PrAl 'AWAY A WI REMOVECUR I i i , ,,,Ls,: A 141 4 , \ I i 1 1 I, 1 {iii it 1 1 1 li III iii 111 1111 4 1i . 1 111 11 I i I la.t 1 111 iil A ELOCATE MONUMENT Li AS NEEDED • S. = LEGEND GAS METER INDRANT DONT STORM SEWER DRAW TILE WATERMAN FORCE MAW SAMMY SEWER OVERHEAD MORN NIIDERGROUND TEL MODE UNDERGROUND CABLE IV UNDERGROUND ELECTRIC UNDERGROUND GAS WIRE FENCE IRON FENCE WOOD FENCE OWN LINK FENCE EDGE Of TREES TREES/ my Rues CONCRETE GUARD POUR SONS CONCRETE CORD SOINAINOUS CURB REMOVE EXISTING UTNITY UNE REMOVE EMIT CONOLETE cults SAW CUT COST BITUMINOUS PAVEMENT REMOVE OXBOW WINN NOUS PAVEMENT REMOVE OUSTING CONCRETE PAVEMENT REMOVE EXISTING WADING REMOVE FlOST11/0 °PANDA/RIVE RE51OVE FASTING IANCESCANNG REMOVE Dusnno TREE (SEE 10.01 TREE PRESERVATION PLAN) REMOVE DUSTING REMOVE EM UTILITY 1231= Al2, 1.91714 GEOTHERMAL SYSTEM ,s‘ I 1:1 1111 111:11 11'1;;;STOVLI4E11.= s ----- ss. : / \ 1 1 r xos :5551;!:555w..v.w.t......•-!..v • • • • • 4 - - E'' IOGTE Futon-1So wELE r ) /1" °.1,," 4 // Sr.t, / 3 / r rIOCATE OVERHEAD UTILME ij I I \ \ I -. 4 \ \ /4 t ) • , ,,,, "- l _ - ---\, Q-' \ \ \ \ *r \ 4a A \ \\ \ 1' ‘F / / 7 sit, \ 11 / / c z1 s \ m \\\ 4 4 .... / e -N. •F\ I I t \ \\ „,\. , N ".4,_ ,,, 7/ ./..-- 1 I I I \ .,,F., • ,..-.. irrur.,c......0,....a! ,,,,' tr.0. ~vrei,.® N N. N . N. \ N N 0,,.....; rice, wo A Weir AsPiroftirSsigrAv.rmit, -"0.42MR‘n. -•1111,7mrmat7e:il migaw go. ArAvArrAirArAgrArffra'0201 1E- MIXATE E A plr AW,R\ 140 1 4:,= olz• h, I , 1 X01100 mix 300.1tRAFE,0 -1 1 041 OPUS THE OPUS GROUP Opus AE Group, L.L.C. 6,42.0% 533.11, F-245,14/ Opus Design BUM, L.L.C. ro[08.1 Pair. Poonnin 1.6.0.0110 EGISSPPIA ekSarnbatek www.sambatek.com 12800 Wooster [kW, Sults 300 MInnetonks, MN 55343 763.476.6010 tiephone 091.4 r9 I Senotno I Haying I Eodrocrrenot OUR LADY OF GRACE-MP 1.1.471,41715.5 5071 EDEN AVE, EDINA, MN 374=‘; ISSUE RECORD 07/12/2019 CUP Submittal 06/2112019 CMA taunt ss JGP MLL MOM st ospposuppu Iherel :ry carERYIAaYA0 Ow, sp.., Nation cr re* was ponuared by roe au tuner [GPFunsbn and Opt I an a tity Kensed utolonaorul F110102S11 unae.Or Imo of P. nate oltknonuota. Chad M. Aye Ssaannstian 80007/12/2019 Purnotapy sant sornbatelt &Ton OVERALL SITE PLAN 9-1EF PINIE£T1 C3.01 I -LEGEND PROPOSED FASTING NORTH 0 GO 120 Trans DI FEET PROPERTY MGT U2/1 E. GUTTER EASEMENT GOMM. RETAINING Wal comeozeost0 WETUGID WAITS COMETS PAP. MUMS SAWS. LIM SIGN PIPE BOLLARD 5060.800E PARKING STALLS KA ROW 0 SET MOTE C> STANDPRO MITT TA IIISLT PAVING 0E11..0,1 ASPHALT PAVING —CI—SRLdwg (OVERALL SITE PLAN] August °pup A Ac E — U \ PROJECTS \ 21740 \ CAO \OW \ Sheath \ 21 g, as CONCRETE SILAIVAIX 'SEE t3.02 FOR SITE MN /10TES s. 0 10 0 U 5 GR ASS OS' =LEGEND PRO ORD EXISTING PROPERTY ULM CURB 6 GUTTER EASEMENT BUILDING REIN RING WALL WETLAND WAITS MEW, SAVIEUT UNE SIGN STANDARD DIM ASPHALT PAVING " '25=VINC FDOCC.00000 CONCRETE PAVING CONCRETE UDE.. PIPS 801.1.ARD NUMBER Of PAVING 0 STALLS PER ROVE KEY NOTE PROPOSED ACCESSIBLE ROUTE TIMING MOVEMENT LOCALION • OPUS THE OPUS GROUP Opus AE Group, L.L.C. 'MIAs. Ran. Weetsia,10.01,10. Opus Design Bold, L.L.C. 0.1.011,-Aadr-0, V0Aria/A,0,11l fj:-arribatek www.sambatek.com 12600 WMPerala Dam Suite 3B0 Minnetonks, IAN 55343 763.476.6010 Mephone Gskeeriv I Sultstg I Plandr0 I Eredronrnalal 00.07 OUR LADY OF GRACE-MP 5071 EDEN AVE. EDINA, MN facakCIICAZER 31644000 DO s DITLMIN 0u.S 47.5,.113,os c o C ••3 176' — PROPOSED BUILDING ADDITION 560 SF UTILITY EXTEPION, SPE SHEET-6602 REMOVE ITA'IX1TIRTFOR O 1 -:- ' • --4.,.. ATM .7 ya.my LAY KNE T O Osa is XS' NOUS 64 E 0 ELI. CUT RELOCATE NIOPRIKIENT SIGN AS NEEDED ® a 43 ElrL z.t 4, 0 v 1 DEVELOPMENT SUMMARY GR GRO4SITEAREA 1,3324745E 2353 AC EXISTING IMPERVIOUS SP 07.70 AC PROPOSED IMPERVIOUS 439,418 Sr 10.09A6 PROPOSED MIT COVERAGE 429 A DISNRSED AREA 261.0055P 5.99A6 ZONING R1 01311/16 MORD RI PRGPOSB3ZONING =DEVELOPMENT NOTES 1. AB DOA ENVOYS ARE ROUNDED TO THE NEAREST-MATH POOL 2 ALL IRIKENSIONS SHOW! NIETO THE MAE OF PURR TO FACE Or NR8 UNLESS OTHERIVFSE NOTED. 3. CONTRACTOR SNAIL REVIEW PAVEMENT GRADIENT AIM CONSTRUCT-GUTTER OM' WHERE WATER DRAINS AWAY FROM CURB- ALL OTHER AREAS SNAIL BE CONSTRUCTED AS IGO-7ERN CURB. COORDINATE WITH GRADING CONTRAS-MA 4 ALL AREAS ARE ROUNDED TEETHE NEAREST SQUARE FOOT. 5. ALL PARKING STALLS TO BE SI IN WIDTH/IND IS IN LENGTH LIIIIESS 01116R1VBE DIDAATED. 6. CONTRACTOR SWIM REFER TO ARCHITECTURAL PLANS FOR MCI LOCASIONSAND DIMENSIONS OF BUT PORCHES, PAMPA PRECISE BULB. DiLIENSIONSAND EXACT BUM. unuTE EMPARCE LOCATIONS. 7. REFER TO F MAL PIAT FOR EDP 80111MARIES, LOT MULIBERS, LOT AREAS, AND LOT DISANSIONA A ALL GRADIENTS ON SIDEWALKS ALONG THE ADA ROUTES., HAVE A MAXIMUM SLOPE OF ASIA EXISAT AT CURB RAMPS (I:MA/IDA RIOXIMUIA CROSS SLOPE OF LS. THE MAXIMUM SLOPE RI ANY DIRECTION ON ASADA PARKING STAAOR A66855 AISLE SMALL BE L5B. THE CONTRACTOR SNAIL REVIEW ARO VERIFY OA GRADIENT WIDE PAID ALONG AMA. ROUTES PRIOR TO PIAONG CONCRETE OR SITIIMINOUS PAVE/REM. AM CONTRACTOR SNAIL NOTIFY THE ENGINEER MINIEINATELY IF THERE ISA DISCREPANCY REMEEN THE GRADIENT Ii TRY BELO VERSUS THE DPS. SPAERENT ABS COORDINATE WITH GRADING COT inArroft. L-T CUPB cur pLL 9. 'NO PARYING. SIGNS SHAUYIE PLACED MONGREL DRNEWAYS AS REQUIRED 11T ISSUE RECORD =KEY NOTES A BUILDING. STOOPS, STAIRS SEE ARCNITELTURAL PLANS 8. 11-61160NPRElt CUR. AND GUITER C. ACCESSISLE RAMP D. PRESCHOOL OUTDOOR PLAY AREA E. OUTDOOR RAY AREA 11.11—t1.10 07/12/2019 CUP Submittal PROPOSED BUILDING ADDMON 5,000 SF PROPOSED BUILDING ADDITION 54,700 SF C VQDC C `Teorrmrn• 6.6 6. LILAC 81.1588 BITUMINOUS qq I_TO___67F0306 3ITUMIx 006 0A6,--LFIE 1—( II IT A03 Le. ru. 103. GA 6.4 BITUMINOUS S II NORTH 0 30 60 ISTG=1 SCALE IN FEET OBE 06/21/2019 FAUCTVA•ACE, CMA OFAPtiFf JGP 001.13f MLL REASA012i 116reby certify NM EIA pIKA specillralon or resat was aaa..4....ror0I, arpentAan Kral .4 I am 4.ay Pruned proBssiaral ENGINEER under the Ems of Ne stale ol Mares.. Ot41 Thad M. Aye s Reptaratlan DNA 07/12/2019 AA WINE.. SITE PLAN AIEFIAMEZi C3.02 HIL L 5 LOCI( t \\\ ,--..-- ;:i lf::: ---- -----22...: ....„._ ::-----;:-. :_____ ;: . r r II 4 _ ____—,-, _—---,---------- --------1--.., --,.— ---- ----- ----,,, _,,zt•-_-,7--,.,<..\ „,. -- ..z .,...., \\ ..., -...., \..--,\ N.\\ \,. \ \ \ \ \ \ NN \ \ \ 1 err RICHMOND TV-1.. Ert LliV-2.1;18======',411744=1"'s 2019 — 12:15pm mlorson 1 Opus A & E — U\PROJECTS\21740\CAD\CAASheMs\21 5 —LEGEND PROPOSED PROPERTY IlMfr CURB &GUT. STORM SEVIER ORAINTILE Bmmllw RUAINI. YPLL VI MAW/ WITS TREELIIIE SPOT ElEWMOSI COMUR RIP PAP OVERRAN/ E.. S011.130SUNGS 121- —11 A.-kJ-AAA-1W 99,23 9025 <=1:1 '42$.2-3 0 IT -0 ", rs• MEC. FOR GRAMM PIA/I NOM NORTH o 80 120 SCALE IN FEET OPUS. THE OPUS GROUP Opus AE Group, L.L.C. Opus fhtl red. Opus Design Bold, LL.C. ,n535.-Pzefiel l,n3r1.01,55104110 --Santatek www.sambatek.com 12800 YnAreetee SW. 300 Minnotonki, MN 55343 763A76.60101elephone Ent wed"; I9uneikb1Pamikip lErrecoarrental PPAK7 OUR LADY OF GRACE-MP garaC,Loms5 5071 EDEN AVE, EDINA. MN P.2.1ECIWASER 31644000 ISSUE RECORD 07112/2019 CUP Submittal 07/21/2019 mOSC7 VA.Ei CMA ramia JGP OfOrM BY PALL 11:ereby can* that tAls pl:n.speefi.lion ,.pact tras preva+ 24 rrE orunderm cre8ct Ms.nidon arE11.11 am a ‘208828822 professional EtleflEERLAGet the laws pl.¢ state Of Winne... 41E,1111£ OVERALL GRADING PLAN .rnEi II/VIAER C4.01 NREM ) --s SOU / „ 1 TD 11 905 NORTH 0 30 60 crate IN FEU THE OPUS GROUP Opus AE Group,L,L.C. P9m rim 16,717.17.16.51.1.16111 7.2.161-1. Opus Design Build, L.L.C. iniiotme.mtia (Sarnbatek Pk www.sambatek.cam 12800 WhReviater 0rIre, &Re 3CD Minnetonka, MN 55313 763.476.6010 leiophone EnObo.V.013..*61Piaerdra t EIntonnxdal OUR LADY OF GRACE - MP 5071 EDEN AVE, EDINA, MN 7610.1.111£6 31694000 ISSUE RECORD 0711212019 CUP Submittal oor 06/21/2019 R71166,177.116. CMA 01.7716/ JGP 0909Mr MLL Moctry an1H Out thls p9n. spedlicalku rep. as 000,761 by me or gar rrry direct sasenisIon and Out I an a slus/ kens. Braes:19ra I ENOS EFS undeMse lam of S.Ttgle of Kenesa. Of't Chad Itipt Regktra ome. 07/12/2019 AL-.7.647-67, MN OMR- 6.1-6116 GRADING PLAN C4.02 (1) / BITUMINOUS / ••LEGEND PROPOSED BOSSING 7. (171171.16706.141.03,17117.7617.1176.11.6117611761070 C.076.717711751116.6.6.0,41116617. 6. 77.70 71671216011,76.6.60.6.779.7.67...117157 41161.91.66765.71.1:113.11.666e1.71.1•970.777.16071.66972.664DL CPSTLY70651.47.1L riLLIDEL 161461017.4110L16 MILL. 61111016166511.11671,06 25.71371.11.71571106.6165.1.11. EL AT 1116 MILT. 0716175011S171.7.1111 010.111.6666.171.11119.1.46.71667313411617.011171.1650.15614/KOL C0.77661101107111760661.16 SO. 57171.1.66 COLVIETEDNACCORILPLE 1V76.111171.7111.71,617111307-1116506.6[1.1110. R 1<1 P 6 .4E6 1 . 6 7 6 7.77. 1 1 . 77 1.667 1 710.6.9.15 .7/ .16.5 517015.4 1-6.1 .0 .6 .1 7 1 0 1.,76. 1 701. 164011757 1.00 1156 1,7. 6 11.. 5 111 7 1-1 7 7 114 61660 1..V 101111E14P L6E11 . 1 1,1 1 71 7 7. 0 11131 1 1 .. 7 7.70 1 / 6 .7 4 71 0 7 ....6 666 71.5 677 7 716 0 0 7( 171 1 1 0. 7 . 1.(1. 61 0 1 7 74 .01601 1 1 14 00 1111 A 07 11 T1 7.61 1A 0. 4 L 1 1 1 4O 777N 7.611 S 0 60. 1.6161.1 1 ..6/7,17 6 10607 ,11 7 16 51 17V 1 . 1 . 1.11 - P 1..4O 14 11.10 1110 M 1.0 S 11 A16T73M FLAONLT 6 7.111.767.47 7.0,111576S 117547 0666111771.6567.Tlf6701.01F.. CS 5 Er417 71170 0 76 61.11 1,,63616 .1 1. 07 .16.711700676611110116,1602760770.1CONL17110116 COKILACTOff5011.7.7111r1.1161.711641 C01717,736 1. 777611017.1657011_1141.710.71111.66.173.10671176/173.11.11.17 :LTC. 0M717.77=111.'"71111.1F.11:00.1.10'711.177TOMATOMV6114 CON79.4-101657:-6; 11/17.611.311711.0817.11% 51161.5117.6160715.1.1.71.116:11716,17/6513177767017.6711.1616113777114119111696661.60.11607071977111.1. 57101.60110111 MUMS .147911170/7167511t7114111=1:67,6=r1.71.6606771:1116.01/%66.1691.661L,1162.77,67.1INTS=Er 1.1=1777.017-61713 SELV10337.4167 CONS966.11011161611.61.717114166.10111060.1.6711116-11011.07661.0 57706.17671.7170 NAL 61.1.1.1.1. ,71=6,1156.1.1111141.171,77T1ILLL.171111111.7100.77713.0L111.16£67THE DESPISSMIC06,161.10101170/.....67.11.10111167.611 COSTR•CT01131011.61577.1-1.6616,6 4616.60115711LA-11066....7611510 MEM 17171161617760611117 FLOM PC76176611111,1611116 61.611166601146066E 11611,670196116.7.6011129760111611111.76111705.6116000(11CNALMESS162.7.611061,17171K1iLil ILL 0.01,1761711076811.601.661/107711760667.7676617061+1166.57701.61167.11106.11.111117671.167110 71136116.61.10 01.1116.1.117. 510.611111116.1.061.7107.70114166.1.167 57116,7, CON. 0767167.71616.1.1.77.0.6.10111611.4607INT SYDS11171.1r /76161112111C 11710XLECTIONOVOilffe 0.7166 AMOY* 51043A111a1162167 011.1114.7.11166161.61710 011-517661-610.1.6.16 1177 661111516.L1FOLLEASS.1671.11.0 0171,11.1776.7.07.1716-170111116117166171-771171111764116611/151611.75656110.1106167T9.17 77671.110110£76, /1711011V.E5817.17,651717017.6617.6667.150 ORACIUTIT 07.11.6.6761671.11111.71.117. 7.11.71.6CVANTOCAll. 17077617a71,11017457111117611.1.7 7E7071 MN 770.6601.1.1071015661-511£. 111.77.N.E61.11111G61111,11116.11 DOW61101L071111.1171131.110111.1.71171.7611,771106111.07161.60.167/767FLYINAL ROM 71/.1,146.,776617117611667.7151171,711.5,11.1071175617176611621.7.4767.71. 1;11.176716707,711151161.1.1417166.11111701.1.076016117111.3.11.16.1DVALITOIADOEMPLERSL416.131.1 071116 017E153 501.7111£11111-7.1£71177.0 676.5.1.11.1107611.7.171.760LESI MOT PAW. 117,11LF0.1711116.75 OLIO 57111616.117,11 ROWS 5111.11.76 31V16107.16065.6166 61317.61£60.1.0.5 61 Yin 1717TINGAVIIHAVE161;71111.7_1161.010,110071171.110.61,11111..0.1114761/1.161EPW. TUE POWS 701-01.1.6,01,17 LOSSITUCTON706£ 41.1.1.1.611111.0610 PLO0.70 FD67 KOK. 71771.361.1.161.11.1176767, LE, 6020T. 117. 511n1.76.177111..ATSUOIT6,71.1606111.1161111191.07£11.1.751S17.6,1111V6LIAT FE W.Va. %SUL 61.11017116,1117461 511.6.466001.13CAUSE 01.1.1.170 PIMP. 710114-111:67117£1,7631116.173171111.6167.6.0 01.17. 761.311.11171361607/16,11.61 //111/69 6.71.61,11776.1.10711.17 0.1.7116511776161111717161. ILLS ,7":1,=216. 76060.7661-71.10619.1751/11141 7.1311767111706£ 511761.66 MEMO 6167.0111716667,017.11663117111£1116,1175 ILL 17117706,117.7.71.17617,71,111716VA6ALLEMP101W61.77.476761.77ALLIOV001IOCCNI7660.71671117,700.. '" '"`"'"'"''"''=1 `°"'"=,.'""616Tg:'uwaE6DOEA0 S£rt0 D"1" ED 11-11111 1741.111,17/177577170.117T- 11611.17.6167.06116COVERW01661.44117461169617CINIP FOSLEAL ILI 71111756326.7.66,6 710643117.77116115, I MAMMON 70 6170567.1017.70 C61.71.1771.6.1.16.11,667111161.10197111611.11.6657.6101177. .10.11.50.407661767.7.11117. 11. 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WILT 601111170.176471076.6164064066667611117611116.111,16671110 031117-11./CTIC61776.6.9.110.471.7119111.116650121.17.1.0 001.111.117171165146641.17091607.110140N711,106976.111111.6777661111113761171151166ASO 707111(71011771577.7.7076,1761071111110.64 7111161711..1,61.1.7.774.106111.1.10151.7 A.1170187 LIV-11111701.017161111110771.105111.155. 7117 MOT Of 711117611.F.C.61117.1111.0711110 6.0.767.7011/15771767714 761116107TRECOM11.10.26.1116130.767.1.151/0114111107010111CILL6 AWE* 077/11,640.67 077111 01617111LIORSSULTI SURLY. µ 01101.1.91,170/3,111.LINIS .10611AL-1085/111.16011.71.611111791161..661,011577661101121.1117011.6,1761.66.17 LE01.77.71.1ENTS177 TIE 1151.11560157.761e1171..1. ..7125/1465.1.116.106111.11711.161111607.1.11.65.0.71116.116. 110.111774706.56.116,666717,71011101.667714117.73.7.7.607.10501 715157.1.57£61107.161101.30.456.7.1.0.0. 41.0111016441. 0.4166.216 MOS E1702711.13 LEEN COVitEir6 POOLISS09011111,0740 PV7/671.1108771 POTED.DECIA1971121.2013 COVIA127011.46,11097.66.1 ACO67 0611.1630067.0097. PROPESIT WHIT NRB HOOTER stoRM SEWER (3-.114 ORNIOILE - - - BUIL011. REPUSSISIG WM. WETLAND OMITS TREEILIE SPOT MAMBOS 99,25 9025 CONTOUR RIP RAP OPERPLOW MY. SOW BMWS 1 H' ISITIJUINOUS 9,5.06 PROPOSED BUILDING I , ' I( 5, 5, SF/ Isn 7711,64.156166.1176.6616101.171111,171,1115011511101.7.61 OF 50-1.14776,1671376 /10411.7111.6411.1.164670.1771.1166.51,1160776611 0771117 WE 70 ..7.776571.101116/ ThECO/1777.67179.01116S,115611.51.71,1117741.1701167SITL 17. CONTRACC715711.11.61777.61617111110CAS61107717,1.160.16,11171401,671611/17£1110 036,71.1111116 SITE 67,1414. C.C6117PIL-11071L. 36.7.11.110.1.71.11.1111.60705011.11.1.961111.057.11111(171LON7101,17161.1, COVITACTOR 416.11.601.171.7W171.11.11.701,LEVENTS :11.11.6.16111117111011.T Off.7.01616.0771111 COXITAL-r09 SVILPOSTPMATEVERS£0.11.11ATO CON,R1 ALLCONDMISL3 VOSCII • 0.1111.166.11T 0160.0170.1.70/61 /I E 1_....„ l 17.1...• / I ! I J -1 / __, .-- ---- - ) I., t„_- ---. ,0 ---,,,-- - --- 4.2 - ..,0,/ ," -' .2 EI \ ----. -- DATE Augual 07, 201 \ 1 (I/ / 1 , \ ' \ \ ‘ it' x 'k \ , _.•/ \ \ t \\ \, 11 \ ..----?---. k.< 1... 7:1-429- ---- ----- ---92,--- --- .., ----- ----. ---- - 1 t 1.11 2----g,-, , ... , 4 , ,,,„1 \ , /I , '(,\ A 1 „ 1 , r .4 \ i ' ( af 1 \ \ I l „ J -1 J \I I 1 ___./ / - 4 \ s. l -„N -; ) i' /. / / / i ,,, 611 sC ) 9 :11 A E Ls( 1,401 16.11 .7-611.161111S1110.71 / 919.10 \ PROPOSED BUILDING ADDITION 5605F SUiEv 1 4 4 4 4 4 4 ri 7655 166H-J- UM INO NS , . I \ I N \ I I LEGEND PROPOSED CURS & GUTTER STORM SEWER CONTOUR RIP PAP OVEREUYN ELEV. ALT FENCE SILT DRE LIMNS Of INSTURBAN. ROE DORMS DIRECTION . OVERLAND FLOW 0-41.—N 0 II —0 Soi TEMPORARY MERTON. DITCH CHEER DAM LIMNS OF DRAINAGE LAWNS BK.01.1. INLET PROTECTION DEVIr-E1 INLET PROTECTPROW.2 TEMEOPARY STONE CONSTRUCTION ENTRANCE TERIPORART SEDIMENT BASIN TE1.00./M STOPAGEMO WM. AREA TEMPO.. STABILIZATION MEASURES (SEED. WREN, MATS OR BLWIETS AS gHLL INTHESWPPP) GRASS NORTH 0 30 60 VA! r FEET I BITUMINOU S SOIL EROSION / SEDIMENTATION CONTROL OPERATION TIME SCHEDUL CONSTRUCTION SEQUENCE I IAN I FEB I MAR I APR I MAY I JUN I JUL I AUG SEP OCT I NOV I DEC I JAN I FEB I MAR I APR I MAY I JUN; TEMPORARY CONTROL MEASURES I I I i STRIP & STOCKPILE TOPSOIL I I 1 I .1. ROUGH GRADE SEDIMENT CONTROL I I I I lee TEMPORARY CONSTRUCTION ROADS I I FOUNDATION / BUILDING CONSTRUCTION f I T _ GFi A • ,, — Tr- _I— I — SITE CONSTRUCTION I I PERMANENT CONTROL STRUCTURES I I I 11111511 GRADING I I LANDSCAPING / SEED / FINAL STABILIZATION I I STORM FACILITIES I I I P I I I I I I NOTE CONTRACTOR OR GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDU LE at+ ar locie%T.Z0 NOTE TO CONTRACTOR \ — • THE EROSION CONTROL PLAN SHEETS AMER WITH THE REST OF THE S'NPFP MUST BE KEPT MITE UNTIL THE NOTICE DETER/41MM 6 FILEO WITH THE ',VENIRE CONTRACTOR MUST UPDATE TILES-WPP, INCLUDING THE EROSION CONTROL NAN SHEETS AS NECESSARY TO INCLUDEA07110114 REQUIREMENTS, SUCH AS ADDITIONAL OR MODIFIM miss DISKOMOTO CORRECT PROBLEMS IDENTIFIEO. AFTER FIUNG THE NOTICE OF-TERMINATION, THE SW PPP, DICLUDING THE EROSION CONTROL PLAN SHEETS, ANDALL REVISIONS TO IT MUST BE SUSASTICOTOTHE OWNER, TO RE KEPT ON FIE IN ACCORDANCE MENTHE RECORD RETENTION REQUIREMENTS DESOISED IN THE SWPPP NARPAITVE EROSION CONTROL MATERIALS QUANTITIES ITEM I UNIT I QUANTITY SILT FENCE !LINEAR FEET 11,105 SILT DIRE 1 UNEAR FEET 11,305 BID-ROLL IDNEAR HET 10 CONSTRUCTION ENTRANCE 1 NW I1 INLET PROTECTION DEVICE (IP-1) I UNIT Io INLET PROTECTION DEVICE (11,3) I UNIT IR • REFER TO SHEET C5.03 FOR GENERAL NOTES, MAINTENANCE NOTES, LOCATION MAPS, AND STANDARD DETAILS • OPUS THE OPUS GROUP Opus AE Group, LL.C. Opus Design Bold, LL.C. Sambatek www.sambatek.com 12800 Wbitowator Eklvo, Sita 300 Minnetonka, MN 55343 763.476.6010 talephcos DIPeeMillS.rAa I FUNix, I OUR LADY OF GRACE-MP 5071 EDEN AVE, EDINA, MN 31644000 ISSUE RECORD 07/12/2019 CUP Submittal 1- EITL11110U 1 1 1-14 11 ,1 \lR ift 111)\:\11:1 \f~I •— 110 1111 111_ — • — ,---""„,,zs.,,!,;(/// / r- EXIS77AIG BUILDING I'D /// 4 .\ -' r Pi S>.'" OF GI,. LOT a MC 29 EXISTING .215ILL:RY BUILDING VrIfEJF GOVT LOT I, \ EXIT NG BUILDING ED BUILDING if t I' 4i,3 I I l'?;TNALRE",?iy% - ARE 61 NOT REFIECT I *Ray cavamays. , ---\ \ \ OP ASS Ny If I I —v-dc.,r, MIND IENN. CO. GEy PLA105,.HTI .J. O 1'3'6'M/2019 A.SER CM JGP 1110.6( MLL I pAan, .EPOS +vas prePxedMODOlmSITI.R nett Hroe„ae+ re that I aerta profes.natEMGMEIR under I.., of the sta Chad M. Aye nne.07/12/2019 R PPI p4.04.0.1. mar / E SFEET IMF EROSION CONTROL PHASE / / / \ e DI ti`04/1 -Arei4),JA22 • 0:Waturluai - e. I ao1 FT .13 N89'47'5511, :11035.12 TEMPORARY CONTROL MEASURES STRIP & STOCKPILE TOPSOIL ROUGH GRADE/ SEDIMENT CONTROL TEMPORARY CONSTRUCTION ROADS FOUNDATION / eUILDINGcoItstriucno1/ SITE CONSTRUCTION PERMANENT CONTROL. STRUCTURES FINISH GRADING LANDSCAPING / SEED / TRIAL STABILMATION STORM FACIUOES 11111111111111111 1 1 1 1 1111111 I I I 1 1 1 1 1111111 1 11 1 1 1 1 1111111 I I 1 1 I I 111111 1 I 11 1111 1111111 I 11 1111 1111111 1 11 1111 1111[11 1 11 1 1 1 1 III 1111 I I I I I 1 I 111.1111 I I 1 1 1111111 I 11 1 1 1 1 1 I 1 1 1 1 1 I 1 I= 13 116 CONSTRUCTION ENTRANCE NWT INLET PROTECTION DEVICE 11P-11 1 UNIT INLET PROTECT/ON DEVICE (11,2) !UNIT INLET PROTECTION DEVICE (11-3) (UNIT AS9 TT / // / ,...rouu au ur a, :,:l`f======';',-=','Ir.'='-':=1:7'.' EATS77NG 5)/ALG/NG our,— r9 Ort a N89•4 755-W BITUNINOU S raj, "IP" 3 VICEffer/M. eff.f020. *141, ,B g LOT IF SOOT car & 300 20 A.6 EXISTING 2 57017Y BUILDING BL, IL LT, Cr KC. 33 COAT Tar 1. LEGEND PROPOSED MST /1G NPR a GUTTER STORM SEWER O-1,--* IJ - t-tt EIRAI.LE CONTOUR - RAD OVEMOW f.. <1.%. SILT FENCE SILTDKE LAIRS Of DISTURBANCE 301. BORTIGS IJ_` DIRECTION OF 0..110110W TEMPORARY ONT0.31011 DITCH CHECK DAM WM OF DPIWIAGE SUBELAS0.1 11,04,31.1 IMET PROTECTION OW. 1 INLET PROTECTION DEVICE TEAIPOPART STONE CONSTRUCTION EllTRAUCE TEMPORARY SEDIMENT SAL !I TEMPORARY STORAGE AND PARE114e AREA TEMPORARY STAI31.4110/1 MEASURE PEE°. MULCH, MMTSOR PIMIKETS AS OUTLINED I/1THESWIVP) Cr) o® OPUS THE OPUS GROUP Opus PE Group, LL.C. In538-nliadreA Opus Design Buk, LLC. Sambatek VINttiww.sambatek.com 12800 Whitawater Drhe, Site 300 Minnetonka, 10155343 763.476.6010 telephone Emheixi 1 Slemino 1 Morino 1 Drhoornonlal OUR LADY OF GRACE-MP FirLERACCRESS 5071 EDEN AVE, EDINA, MN KOJELT1811V£5 31644000 ISSUE RECORD 07112/2019 CUP Submittal 06121/2019 CMA JJ 0.0. ST MLL MT., Certify 111.1 OR pbri,pecificationoe reyort wssweparEdbyrrea'anderrnydrect .Peri-War, and.l. am a cl,ylicerued preessiona I ETICII1ETA under the lms a( the .1e of Mire., Chad M. Ayes v•- 111,11trAlon 1 W.:07/12/2019 105,4c,a, us for a et sly* onlot. i,,...15.3-rebt. mu" reque,t Mnix.torda, ofrc.. essT EROSION CONTROL PHASE 2 C5.02 NOTE TO CONTRACTOR THE EROSION CONTROL PLAN SHEETS ALONG W. THE REST OF THE SIM P MUST BE KEPT °MITE UNTIL THE NOME OF TERMAIATION II MED WITH THE MCA. THE CONTRACTOR MUST UPDATE THE SWPPP. SWI THE EROSION CONTROL 14.1514E05AS NECESSARY TO IMUDEADOMONALRECIUTLEMETITS, SUCH A ADDITIONA1011140WIED RIPS DEAGNEO TO CORRECT MOUE/AS IDE/1MM. AFTER MAGI-HE NOTICE OF TEIMINATIOTI,THESIWPP, INCIUOING THE ER0.011 CONTROL PLAN SHEETS, AND ALL NOTICE TO IT RIOT BE SUBMITTED.* THE OW N ET. TO BE KEPT 01111LE 1/1ACCOADMICE W. 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JGP 0-221B, SILL I Fe Ft by 0.112(0151012{2100 specilkallon or report .23 p.p.,. 1/ 252 02 2.12F 2W .3. soper03555 Old UFA 12m a 1.301,03421 pro12.2.531 2F4GOFEEL222122 the Lows af the stale 01,4552.220m Ot'a Cad 0 Pehel ogu07/12/2 019 :11,? 11+,41014.51.4 offr.e. EROSION CONTROL NOTES AND DETAILS C5.03 1 OA F1A11121 50253016 11161:24 ORM 1101PFED10 01•10171144311 COMAE. USGS MAP 1101705.11 EROSION & SEDIMENTATION CONTROL NOTES & DETAILS / "SITE MAP" 5010 2,33,21.111 NOM M. DM MAIL OE M.O. 11.1101511 SUM OF 011151121202122. 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If 522•141NT 150.5.5101313115110/CTION MIL Oft-53112 0311040.110,15 OF UMW AlU5121 KM.. VIA 55411021.1AND Pi A FRF0211.1 SUFF/021010 51035:102 021502 m4.15 3. 22,22.2111.2 2f2 Fol.t3i1O0FrovI11.0122319e 2 Oil 0114220 F201121101 (EG.F11401VI51221102F1/151/121/500111.0 2.15112.31120 ORO IMAM 521121.5 BY LK 1462/1325 410/011 OISE A511TY 11.110,0 TO 115[105 11)2112 511.151 LoN 2021.21,22.2121.2.51122.5.240222.0 57.4•25 21, COM 1010553 =A 7. NI VOLTR4011111415141151 01 015P21111110 01510,01AT NO 530.11FN112.011 01.5010123,2500.13710V0.COVITIF315 FLACONG 112/0114171POOH ARM 1011051 /11255.111012,1110 mom commcnolo cruel.° corasuurno8488 /44E8441,811440101111111,111113.4150/1 MEL 2-SEQUENCE OF CONSTRUCTION PHASE I: 1. INSTALL STABILIZED CONSTRUCTION ENTRANCES. 2. PREPARE TEMPORARY PARKING AND STORAGE AREA 3. CONSTRUCTTHE SILT FENCES ON THE SITE. 0. INSTALL INLET PROTECTION °EWES 040 EXISTING STORM STRUCTURES, AS SHOWN ON THE PEAU. S. CONSTRUCT THE SEDIMENTATION AND SEDIMENT TRAP BA51115, AS REQUIRED. S. HALT ALL ACTIVITIES AND CONTACT THE CIVIL ENGINEERING CONSULTANT TO PERFORM INSPECTION OF BRIPs. GENERAL CONTRACTOR SHALL SCHEDULE AND CONDUCT STORM WATER PRE CONSTRUCTION MEETING WITH ENGINEER ANDRIC GROUND DISTURBING CONTRACTORS BEFORE PROCEEDING WITH CONSTRUCTION. CLEAR AND GRUB THE SITE. B. BEGIN GRADING THE SITE. 9. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES. PHASE II: I. TEMPORARILY SEED DENUDED AREAS. 2. INSTALL unuriEs, UNDERDRAINS, $1001.1 SEWERS, CURBS AND GUTTERS. 3. INSTALL RIP RAP AROUND OUTLET STRUCTURES. 4. INSTALL INLET PROTECTION AROUND ALL STORM SEWER STRUCTURES. 5. PREPARE SITE FOR PAVING. 6. PAVE SITE. 7. INSTALL IIILET PROTECTION DEVICES. 8. COMPLETE GRADING ANDINSTALL PERMANENT SEEDING MID MANTING. 9. REMOVE ALL TEIAPORART EROSION AN CI SEDIMENT CONTROL DEVICES (ONLY IF SITE LS STAINLIZED), IF REQUIRED 13Y THE CONTRACT 01.011112120121.5111 FEALE 72.12.4211P051W011 11.01211011115 01 011322 FA51220.5 NU M101211 EOM Vollf F11451 MN OF 3,410 45024:0 00-1110 SOLFFNCIF 5111111141. ON. OF 120.121100101/50 1/522,2210 POMO.511131.21201FPLOCOOOPCITOTIFIA5 510F 220 5.1 BE 1211:01.41.1122020,51.11 14 04110F 025111,111.52122.16 2/421.362,/ 4.2203.12:21551114 602001122011110225 1O151321121.111 02 21112 DEPEFIONG TOE SUMO OF CULY11,11.1V25101511021.1100 slcno0 2575.3)5220110 5.27001102104.2P131.4101i 2.511512021. 0010011170 LOWDOT 512[11.11011512110/13.5753.1.00115151.0145.451.1 61.11)20 01.2021211.1510110121FOL 5.22CIFICATION SIMON 25753210210 257536. 11111143111111. 11102.41111.1C 500.1106.20 01.202.11.VOIEW11111.000151221212.41100 52213011257531.1 ROOLE ORD OF OWL OfTFAVOLOAT 1111.0.2 OSTURIFF0 PO/MOM 011111511215.0.2 01551111.1010N431110,2431111554.52,rt1151021112SA/122112.552MEX111 5.2131120.1.51 PALM 3141162 5.2.11020 01.12201.03101 and 11.1211512 74.21.1145CLOFOLSOIL AMR MINE GPAL44611155 4.50/C41 420/52.111101FOR1r2G2121122 OMR. 11 031111.302.512125116COMPACT045 101122 1251025431200 22.21COOM 52(551111111061 0:011210.00E5 6 WARR 01.1411111.120.2.01510111.5596 5FONFO111.1051 5.41.1110111.31,04111 FOO51 LBW WOOED 21.320.023 0111120141210112 .022.1511131CO(.1N21V10.5 0145100111O2111,12103 6.1125.0.5 F MINIM 0:5013k2aNG OFF.5111 01 10 52414111.1215.112111.211401rt Of FFRA54.11/112.4525 1111/5111201Fi0F14110 2.111,0111. 0.4504111 MOON 2.111.1121. 20. 00102 011.5111500.51021.1 2015.011 MILS 52.2211 0112010110 FLOM 2052200.5951.5121110110,111.01101.11,1PLIV01.122. Of 125105. 510011112,0101.20/2 1.04110059011 61 NOTED OM 5112 2521,113112111-211111•1020.20.14111102141n2141,111:2711.101.10.2140115. 115WOOART 500.5100201113 4.051 11051.1111112.1 0110.1111122Trif 5200J111.0411025 6 CANNOT BE F.220 01 51/1.1221101103. 111311100.5102.412201. 20/2211002.59111.5 MN WTI. MIMS 0.12011OUITS 6 OOS. • 510,15114311 11 LEFT 11 501/131111210101041100 II,30,1121.41304 PRISM 2.011:1111•10. F MOOT. MO 2202.3 IL 0111101111 0.11112 01.44625 TIOC1113.02114111011141120.021,10OrPAC1CO5.1 FE 215120257511 FORA1.151010 110 2105250110120.14.531215 CAT ilfiC15. 0.13. ULU 10011C110,1 11C)10 11.0714115051011. 24. ALL 01551221110.51.221.13F 5.2.0.1220 PrIlif .0 02 MN WO/ ONO 041 7105 0.51V02.5 1.2111111,10 02111101115 FOR IMO. 2.0t15151.11710,1 11/51214021 02 622121.0121110ONOUS POMO FOR 11.0 20,1572.11014. -.-_MAINTENANCE NOTES" 4.1.1.21.5U215514110 114-5 MOON 1,1125131OVII1 03421101.12411,0 MIx35,05511412121dL131a1PREYF3mw55Y11 SOUL 62 .414.1020 15112111112:21101141.1011011100 11117111.0 LONGER /15,201.10 200 GOV211110 1.431 02 MUM FIOAl 510641.110.1 11TME511171.11 DESC1.110101M2211.5011 NOM ON 1•4302211 111.151-110111.221 025223711221112.5111112-11021 511-110021 FVFAISFYIN OM DORM ACTIVEC0111.1.131011 orio Ivroo5 11010.11.111/1 1,01.1311011,2.12/11112:11. 1.0112510 24 WOOL /11.1205,152.3.0142FOLOON CON1101.1.1.510.15 Pall 61 0.1.10/..10 if/ MID 1.5 ACCOADAN11 WON 101.1.042,46: 5/C110/1 VOW 30111 Conan! 9,4t 1101020.215222,FOrn152132.14 m2F vain. olains fit .".2,242222.'4" ate n12•6411.204110122.22.412 154141/..,0C24.21225239.22112•2202,2121201.51011F M121310. ir=".°1-1rrfenior ''''":417741-V.1=78%.r. 88,8,4errsam 1 02012152,022 nare1 011511.1F210225 11105112 01,10111/ 1.10.211.3.0152011151111201045/11132111K0512 140CFM[1104010511IF SEOVINT R./21215 1/2 Of LOFFISOFIT 0211211-2621.152 11.216015 121215112 YAK WIN 24 .0111502 062022111.114 AS SOON /SLOW 10O01110145 61111255.1151 3. 111414.411,M101viNUMss1,211rtA51ON 050/25 FOIST 621.22012112011/11.51220111111V.0110111101412111111111025204201.011101111 04 ME 1.151.10112251/21112 STORAGE VOUAIL 12.1.043.01 .1/1210.1. LORI 6123121112120 .11111.1 72 MOO. OF 0.5[01121. 04 25 50011 Ok5 RE11121002.0115.1111035 ALCM ME MOT 10.11115 021112 GENERAL 111.21111. ATER5,40.12114G 014.462 UFO. 20•25111402515111.15, LOOT 011/2511210 FOR IMO. 01510 NM FOP. 020051110 01 120510,21.110.4310116,51 1.210311 0.21.105 5204401, DEPOSITED 1•4500.122 WATER; 1001124•16 01.1041.02,0010.1 2.4.11 0112.121540244151511.255. 115.1111121122.1101.11922110:51111121140VAI 0.25111.151•11.052D5031.1.011.1050.1110 5.-2112/011015.1251411 KAU 011111115/12/1 171 MIS Of 0+533,121111041135 PUMMEL/ 51 1.1.1.1012011.011FFO-11.0.1. MC255 0202511.0175.10111,1101511.2.11,511.11 2.5002911 C110275 TO 011140,111511F 12.101.00113.10ANA 5.24117,111011 141111PC11111DISEVFN CALLAVO11 0011 OF MUM CONIPACIORS 2.0,31121 CONIACIVIGAL1102.41.1611•4157412 F2021241.11.102.1.54.421110.1100 411,10...911116.1411-5. 2100.1 10 00001,0145 11.201025. 012.51P 0T 0110015,1.0104100V5 OF/ 05011010 FO0IV2.2II12IK2 201 121 .3514025F154172 101101541 1,11111 140H1AW OM TAEIGOU AM10”501..1140110 F101AL 2.13, ororCoset112133 2.22.12 2222, 2.331.22.031241.11124.0 not Ono 527.3 02 310221921220232322,20.21224. =-• INLET PROTECTION FILTER SACK (IP-3) PETS FOR 1.152 MON 115124,40.3 YOWL 51.114111110.1051.112211.010 OE 12.211.2105 11111015.2.6 20/511311111/1111.110,101151011151/1110.040. Opus A & E — UVROJECTS \ 21740 VADVIsil\Shaalt,\ 21740—05—EROS.dwg [EROSION CONTROL NOTES AND DETAILS] August 07, 2019 — 12:16pm rslorson OPUS THE OPUS GROUP Opus AE Group, L.L.C. F.TFE, P.1 Pm vwersOnsNamu EFTNTEN Opus Design L.L.C. CMIBm Pm TM POes. ,ric,Sarri bate k DOWMW WMTIOR MMIN MMOVilmW PPO-ECT OUR LADY OF GRACE-MP 5071 EDEN AVE. EDINA. MN ParEC1,14, 31644000 ISSUE RECORD 07112/2019 CUP SubnoliN MEP 06/2112019 NMEcrENSWET CMA [WNW JGP OWE.. MLL PPEGV.Tm. Ieef MA MN MmspeNkstbn or repw, was prepared twre or under my gMem superthbn and1UM Wm a die eon*. at undar the nolo/ donne Mismsata. Chad Mat kcistraWn NNE: 07/12/2019 OPLITENsus C6.01 www.sambatek.com 12800 Whltmter DM, &its 300 MInnetchke, MN 55343 763.476.6010 telephone r:.t; OVERALL UTILITY PLAN HIS LS 64 0 RICHMOND 7 Opus A & E — LAPROJECTS \21740 \CAD \MU \Sheets \21740—C6—U1L rA 07. 2019 — 12:16pm -LEGEND PROPOSED COSMO CURB& CUTTER STOMMEWEN 0— M. —0 AM' 0 0— M — SWCEISMVERt' —t— TORMINISANE N0 —0/ 0— Or m . —C) WATERMAN MR— I ,_<,. EASEMENT DRARITNE —FM — DM — — N, — mo WS UNE IL ELECTRIC 1M MENIONE — .F— •SEE C602 roa Emurr MAN NOTES NORTH O 60 110 SCALE FEET I (-111.111- 111-' 0111111D) 411 UTILITY CONSTRUCTION NOTES 1. ME WANT IMPROVEMENTS MR NOS FROIECTSHALLRE CONSTRUCTEDN ACCORDANCE MN THE 'STL0DM0 UNDOES SPECIFICATIONS. AS PURISM], HT THE COT ENGINEERS ASSOCIATION OF NELOTA (EMAIL EXCEPT AS MODIFIED HEREIN. CONTRACTOR SHALL OBTAIN A COM OF THEM SP ECIFTCROONS. OPUS. r.LEGEND Sasso (Ictlaras a•sts EXISTING FILOPOSED CUPS O GUTTED STORM 5ENER SAMMY SEWER FORCEAMIll (W) WATERMAM EASEMENT MIME GAS LINE ELECTRIC TELEPHONE THE OPUS GROUP 0-11-13 0-- 10-10 4.4 --CD 0- 4-0 1.1. ALL MOTES SHALL BECONSTRUCHEDIN ACCORDANCE WITH COT RECIONEMENTA 12. CONTRACTOR SHALL NOT OPEN, NPN OM, INTERFERE Wan OR ATTACH ANT AMCOR NOSETO OR TAP WATERMAIN BEIENMHIGTOTHE COY UNLESS DULY AUTIMMIED TO DO SO Bo THE OTT. MO ADVERSE cONSECILIENCES OF ANY SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE SALK ARE THEME., OF coNTPAcTOR. Opus AE Group, L.L.C. lOSS 4r Rua rat aerearka .SOLIN W .L.C. - I - -14, - too •- It 1.3. A 61310MUM VERTICAL SEPARATION le INCHES AND NORMONTAISEPARATION Of 10 FEET BETWEEN OUTSIDE PIPE DIAMETERS 5 0.6011410 AT ALL WATERMAN NM SEW ER MON (BUILDING. STORM AND SWIM) EROSSINGA ALL MATER.. SHALL RE AS SPECIFIED IN COM1SPWIRCATIONS EXCEPT AS MODIFIED HE REIN. 2.1. ALL MATERIALS SHALICOMPLY WITH THE REOLOIEMENTS OF THE OTT. 22. ALL SANITARY SEWER TO BE PVC 10R-36.0/11.136 NoTE12 OTHERWIE 2.21. AlIsmirrARY sEWER 56,0001 TO WILDING WAIL BE PVC 501 40 CONFORM/IC TO MEM D2665. 2.3. ALLAVATERMAJN ToSE DUCTILE MON - 0.A55 52, 1.1111155 NoTED oTHERMSE. 2.3.1. ALL WATERMANITO NAVE 7.54FET OF COVER OVER TOP Of WATFAMAIN. 232. M./ME INRUSTBLOCKINGAND MELYN000IIO NF RESTRAINTS MALL WATERMANI 10114TS PER OM STADARDS. All5T041.1 SEWER PPE TO BE SMOOTH PiTERIOR DUAL MU HOPE MEM. WATER TIGHT GAsRETs, LRAM NOTED OTHERVASE 2.0.1. ALL MDR /A SEINER PIPE FOR ROOF DRem sERvIcEsTo 11.1.13O15 SHALL RE PVC 56140 CONFORMING TO 1:12655. 25. RIP RAP SHALL BE NN/DOT CIASS 3. 3. COORDINATE. !RAIDING SERviCE CONNECTION LOCATIONS AND INVERT ELEVATIONS VOTH MECHANICAL CONTRACTOR P RMR TO CONSTRUCTION. Opus Design Build, L.L.C. OssitEss4 Nast Vat Vsarns Itt SSW 1 If Mts.. ekSarnbc www.samb k atek.com MOO Whibmaler Drhs, Sate 300 Minnetonka, MN 55343 763.476.6010 telephone 031411 200A R.,503.02 1,693_37 -11 REP ST Si-- so IntrY sDatoN pea s000tir Fnulmormi I smeyno i mining I Enmonrronm LIMN MO CONSTRUR OVER EXISTING 35- RCP RE,302.21 1E453.15 ME 16.53.0S 5 2410.00' Ora sr DP E 1DON OUR LADY OF GRACE-MP ALL 11111U3ING SERVICE CONNECTIONS (STORM SANITARY, NATER) WHIN MEMEL OR IEA COVER ARE TO RE HOULATED FROM BMW. TO POINT WHERE OFFET OF COVER ts artievm SOAR 202 CONSTRUCT OVER STING 26-RCP 503.50 1,895.69 OWN ROI 4,903.10 1,893.73 FaTIECTROTT-E. 5071 EDEN AVE, EDINA, IAN S. CONTRACTOR SNALLTARE All P RECAUTMNS NECISSART TOAVIND PROMPT( DAMAGETOMNACENT moERNES PURIM THE CONSTRUCDON PHASES OF TNG £001411. CONTRACTOR 0111 BE HELD soLEIT RESPON9Ba FOR ANT DAMAGES TO THE AmAcENT pRopmDES occURRUM DURING THE CONSTRUMILNI PHASES OF INES PROJECT. Sr S , 0120 57 IF - 27• HOPE P 2.0056 HOVE @ 2m • 6. SAFETY NOMETOCONTPACTORS2NACCORDANCE WITH GEMRAUX ACCEPTED CONSTRUCTION PRACTICES, CONTILACTOR WILL BE SOLELY MID COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE MB SITE, INCLUDING MATT OF All PERSONS AND PROPERTY DURING PERFORMANCE OF DIE WON< THIS RECHMILIAMIT WILL APPLY CONTIMMUSIT AND 110T RE MUTED TO NORMAL WORKING HOWLS. THE DWI OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OR CONTRACTORS PERFORM,. l5 NOT INTENDED TO INCLUDE 44101001111EAMLBJA15 OF CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAP THE CONSTRUCTION SITE. iNDOCONISE4 31644000 321E-12" HOPE'@iWk ISSUE RECORD 7. ALL AFLEAS OLITSIDETHE FROPERIT BOUNDARIES THATARE DISTURBED Br MDT CONSTRUCTION SHML BE RESTORED IN ORD. SODDED AREAS SHALL BE RESTORED WITH 6 INCHES Of TOPSOIL MACE° BENEATH THE SOD. SUBSURFACE MOAMAR...TEM 20,520 CF TOTAL STORAGE 1,e60 LE 35- LOX CV WASHED STONE 1E4E9900 07/12/2019 CUP Submittal A CONTRACTOR SHALL BE RESPONMBLE FOR PROLONG MID MAMTAINING TRMF1C CONTROL DEVICES 5001M BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS. FLAGMEN AND 1161175 TO CONTROL THE MOVEMENT OF TRAFFICINNERE ECESSARY. TRAFFIC COMMA DETRm SHALL CONFORM TO APPROMATI MINNESOTA DEPARTMENT OFIRAMPORTATON STANDARD, OROS 203A 8,910.09 1,906.75 01/6112032 14,910.67 1E-90767 9. ALL SOILS TESTING SHALL BE COMPLETED ST AN INDEPENDENT-50. ENGINEER_ EXCAVATION FOR THE PURPOSE OF REMOMIM UNSTABLE OR UNSUITABLE 50E5 MALI BE COMPLETED AS RECURRED BY THE 50. ENGINEER. THE LOAM BACKFILL CONSTRUCTION SNAIL COMPLY NOTHTNERECHJ.REMENTS Of THE 501.5 ENGINEER. CONTRACTOR...LEM RESPONSNREFORCOOMMMITIMMI REQUIRED SOBS TESTS AND SOIL INSPECTORS WITH THEM,. ENGINEER 92 IF 1 HOPE M STAN 100 R,505.62 1E419360 62 1.0 - 0 09 0 0 15011 A GEOTIONECAL ENGINEERING REPORT HAS BEEN [WAITED 01, 301,18` HOPE @ 2.00% - 9 810 COMPANY:AMERICAN ENGINEERING TESTING, INC. ADDRE56,50 CLEVOAND AVENUE NORTH PENAL 661-559 9001 DECEMBER 21,2015 ' . kt1.14r,, t±4e4f.4.. E'17-11e, coNTEAcTORSHAll OBTAIN A COM OF THIS 50 Ls REPORT. M1111203A 0,910.53 Mal 101 R&90533 1E400 AI STMH 203 0,903.0 1,90055 (NEI t,901.05 (S) 1.,5602 (VO T,504.87 INIV) 10 CONTRACTOR SNAIL SUBMT 2 COPIES OF SHOP DRAWINGS FoR MANNMEAND CAT. BASIN STRUCTURESTO SA /ABATER. CONTRACTOR SHALL ALLOW MORO. DAYS FOR MOP DRAWING REVIEW. M ROOF ORAN CONNECTION ,90230 DRAIN ELEVATION Ii II. CONTRACTOR AND MATER,/ SUPPLIERSHAU. DETERMINF THE MR NIMUM DIAMETER REQUAELF FOR OWN STORAISEIVER STRUCTURE. 12. THE UNDERGROUND STORMINATER MST EA1 SHOWN ON THE UTI1111 MAN AND TNE OMMISHEETSIS OR HiFoRMATAINAL PURPOSES ONLY AND DEPICTS THE NINIMMA STORAGE PEQUIREMEHISAND ENE SYSTEM ElEVADONN TNECONTRACTOP (MN THEIR SUPPUE11 ON DESIGNER) SHOE. SUBMIT DES011 DRAWINGS TOTHE ENGIN. FOR REVIEW AND APPROVAL PRIOR To coNsMUCTMIL THE SIGN DRAWINGS SHALL DEPICT THE FINAL LAYOUT AND DETAAS FOR CONSTRUCTION. THE DRAWINGS SHALL RECERTIFIED BC A UCENSED ENG NEER FOR THE STATE IN WRIGHT-HE FROlECT CONSTRUCTED. THE 50131MTTALSNALL INCOME AU. IOCESSAAT FRODUCT INFORMATION. DESIGN CALORATIONS ARO BEDDING REQUIREMENTS FOR OFF PROPOSED STORMWATER SYSTEM. MALOWING CONSTRUCTION,ITIE [FROM. ENGINEER SHALL SU3MT A LETTER TO THEOWNER AND ENGINEER INDICATT HOVEY OBSERVED THE INSTALMNON AND THE INSTAILUTON OF THE STORIAVATER SIMMS %MIN CONFORMANCE WEN THE a ROHM DRAW NGS. PVC OF 2005 Itl ROOF DRAIN CCRINKH011 IF.503A6 32 - 10. PVC @UM PROPOSED BUILDING ADDITION 5,000 SE IMF 18' HOPE 2005 PROPOSED BUILDING ADDITION 54,700 SF 238 LT - 1M 10 0200% \ apes RELOCATED 0000243 AMMARYSERVICE 1,60113 (VERIFY WITH MEP) ST STMH 201A CONSTRUCT OVER EXESONG15. PEP 111E.517.37 1E4DOESS TIMMS .516.6 IE.907.69 59'5 101) se LE - DIP IN CASING PIPE 0 032 .04 CTS DE4120.1 1E,309.52 781158`PVC SDP 3S@052 Le ROOF DRAM CONNECTION COORDINATE MTN MEP,Tri• 1,9041 LF M PVC M 2.0013 SIMS 205 5,516.68 M05.39 261E-6. PVC 20016 125 LE-12. HOPE 2.0014 6'1,00f MINN CONNECOON ,908.00 ‘‘NaNNV, 1 2.51F PVC 1CCAS IO PVC STUB 1,906.05 CRAM 102 8,910.32 1,905.60 DOE 05421/2019 aiNDEGS VA•143-1 CMA sosos JGP CSESIOnt MLL 6- ROOF DRAIN CONNECTION 1,90589 CONNECT TO 1110000 M WATER SERVICE CONNEETPOOG IMAMS C6NO.0.1.1 DEPOS 6. ROOF SAM [Of iNK11041 10,1320 (1010 VERILY) 73 It -15. MK 2.00% MH IG 0,921.46 1490.40 arit,o.o.1 STN. 003 RE.52151 1,512.56 1181E-12' NOM M MIK Fscumure SAMAR,' SEANCE =918.11 23 LF PVC SCH 40 63 2.015 VERIFY WATERMAR1 SERVICE LOCATION I Nerd, sera, Vu10Ms POT. Neaf tbnor Fmmt 0166 L-}Ire or under my &tut F66 a nesent.4 and that 1 am a slAsslIcenuel otessbnal ENGINEER urvierthe Lms al Ne stale stissesstta. ‘eA Chad M. Aye 0 fteghtra 1 One: 07/12/2019 u.ar.s, stana..o LY. Ater- C0/ NEC ROOF DRAINS CONFIRM DEPTH .5 IF ax` 12. / HOPE @ 200% MR 044 Ft,926.75 E.91.26 PROPLD BUILDING ADDITION 560 SF L FT R• ROOF NAM CONNECTION 1,50426 U 191 la - B' PVC SIRS 1E1052% ®AIN 303 6' Ea-90el -SERI 90 .96 1671E • 6' 61315 @213X. 151F -EC P600200,6 REIOCATE DRAM' WATERMAN LOCATVII TO RELOCATED IN FIELD IFFOD6111coNSTRUCOON STM/1002 RE.1.913 ,909.68 MEDIA - 104922.50 OR /E4915.11 1:191920 IET907.12 1E,911.77 (On SF-4. SS @ 2.01, 35 LE -6. PVE SCHM 211094. R11103 ,917.00 1,90620 221F-12 HIVE M 2.00% j UTILITY PLAN 177 LF FOWL SOR 35 4/ 04215 .6. I I I r .L.F.0. PVC 5016 35 0 0325 LF-1 • VIATERMAIN LOCATION TO HOPE ta ZOOS 4 40101TO CONSTRUCTION BF LOCATED IN SIELO 4 At 88 44 2, WATER SERVICE ST6111001 RE-916.90 1,909.06 Lsz HOPE @ 200. NEETNASEP C6.02 .C '''':011 ,,,, NE , CT , TO MISTING SANITSIAT SEWER ASANNOtE <Naas otsi NORTH 0 30 60 ITO!gi=1 1 SCALE IN FEET 1981F - Er PVC 50135 0.52% 4 Ts atC0 InNE MH 6E418.10 I,905.70 ONNECT 2. WATEA MICE TO MATING M -NN teas PT. 1032.4 FEE OF PT. OF TEN/ N. LINE POOS OF LOY 13131.11.1110119 : 91T11Y111003 END Lg3i018 OITUYINOUS 225 II 0111.11,1 11003 -M0.71,7"` GRAS S se-r us ] August 07, 2019 — i2:17 0 bi 7, 13ITUMINOLV 0•0?- - .4100r r !MI I -r f c _ a.i , ,,E .,-,.. ..-. i -. rt a , i ..' - 0 11 itw411 AZiC141 ,_ ,-• I ' j 1.g * kepi V . i ll PIVITAIME )1 lergral j- s - - - 0,1 *. -- - --- 9lo - --- _.,. 6.-4111-vt NWPIUMQING OUTLINE PLUS-10. .,, 1 1 1, --- 4. MUIR -- __,3i ____ PROPOSED B WINS-A 9motc. - --:- ____--- - --- / - -_- --41,zoiLs)-; 7) ,297,„;), \ I ....----- ----• / /4s" s , -\/ - / /, /----- --0,k"-----_/ 4 1 $ -ili BM '43 I I i I I I I 1 \ r ;'-.---::,-f-- . ,-"" ,- ...„ 1, \ \ 127 rP...t. az, 1 i \ \ Lc; \ \ \ ' . \ \ . I &A ----• ,1 __1'34133 MT owe Ti A NO TREN IAN : ( /// i , , , 4,„,/, , .. WE Cr =IT LOT B. MC ILI A c c. , r N. LeLE CF CPCNT LOT 1. --, ) 4 ...., - \ W -‘. -s. \ / I ., C. 13 / , - / 4 Rte, EC. BUILDING / C 4.' • Vt%1 • P 131111118003 acsr ap a, as 7189475517 la-15.12 ac," OK, OPUS' THE OPUS GROUP Opus AE Group, L.L.C. Opus Desk") Braid, L.L.C. ,Ixeler414,9.11.411.3 -Sambatek ,www.sambatek.com 12800 Witehaler Drlve, Sale 300 MInnetmka, MN 55343 763.476.6010 telephone Erotreeri-o lOOr 00 IP ing I 67466664611 OUR LADY OF GRACE - MP 5071 EDEN AVE, EDINA, MN 31644000 ISSUE RECORD 07/12/2019 CUP Submittal DOE 06/21/2019 ELEVEWOE3 CMA JGP 019.131. MLL I heel, M.O.. sun,. Om or report was pepoed by me er under my .1ect sopenn,on ar4Out ISM ASLOOTECTentler Loos of 0. Rale of lhnesoO. 444:14, William L De NOVA. 11,13: 07/12/2019 ,r.•er.wII 4red In Wee ap Le. wo Aped =or el Os sun, whch 3.33,...en request Samtatek, NalrettrIE MOO,. TREE PRESERVATION PLAN .3111.91111 L0.01 0 NORTH 30 60 KALE IN FEET TREE INVENTORY SCHEDULE: M = REMOVE TREE - REPLACE WITH NEW TREE (19 TOTAL) R = REMOVE TREE P = PRESERVE TREE WITH TREE PROTECTION MEASURES Tr. Number Sire Tree Name {Condition 100 Removed Prior 1011 16.00 Spruce I Poor 1 102 13.00ISpmce I Good 103 22.00 Sin.. I Good 104 Good 105 i Good 106 eeoe Good 107 25.00 22 11 1 2603, 6 ...000000 0 0000 0 Spruce ppppil l i i s ,u , ,, ,s Poor 108 Good 109 Good Maple 110 Spruce Good 111 8.00 I SPr.c. Good 112 11.00 Spruce Good 113 9.001 spruce 1 Good 114 12,16.10,12,14, 13 Elm 115 15.00 Spruce Good 116 40 00 IElm Poor 117 33.00 Oak Poor 11B I 28.00 Elm Good I 119 20.00 Ash Good 1201 1Removed Prior 121 11.00 Elm Poor 122 I Removed Prior 123 4.00 lilac I Poor 1241 5.00 Lilac Good 125 12.00 Spruce Good 126 21.00 Spruce Good 1271 Removed Prior I 128 48.00 Maple Poor 129 27.00 Maple Poor 130 23.001 Ash Poor 131 I Removed Prior 132 33.00 Maple Poor 1331 3.00 Lilac I Good 1341 5.00 Maple I Good 1351 32.0010ak I Good I 136 9.00 Maple Poor 1371 3.00 Maple Poor 1381 4.00 Oak Good 1391 I Removed Prior 1401 7.00 Crabapple I Good 1411 7.001 Maple Poor 142 35.00 Maple Good 1 143 23.00 Maple . Good 144 17.00 Maple Good 145 14.00 Crabapple Good 146 7.14,12.19.15 Maple Good 147 31.001 Ash Good 148 !Removed Prior 149 I Removed Prior 1501 30.00 Ash Good 151 13.00 Maple I Good 1521 100 Crabapple Good 153 Removed Prior 1541 Removed Prior 155 26.00 Oak Good 156 30.00 Oak Good 157 11.00 Oak I Good 158 27.00 Oak Good 159 30.00 Maple Poor 1601 15.00 Maple Good 1611 37.00 Oak . Good 1621 16.00 Maple Good 163 Removed Prior 164 13.001 Basswood Good 1651 2.00 Birch Good 166 2.001Birch I Good 167 Removed Prior 168 4.00 Crabapple Good 169 10' Arborvitae Good 170110' Arborvitae Good 1711 2.00 Evergreen Good 1721 27.00 Oak Good 173 Removed Prior 174 31.00, Oak i Good 1751 24.0010a k Poor 176 0.00 Maple 1 Good 1771 6.00 Maple 1 Good 1781 4.00 Crabapple Good 1791 36.00 Oak Good 1801 2.00 Crabapple Good 181 29.0010ak Good 1821 30.00 Oak Poor 183 16.00 Maple Good 184 3,00 Evergreen Good 185 5,001 Maple Good 186 !Removed Prior PLANT SCHEDULE TREES CODE BOTANICAL/ COMMON NAME CONE CAL SIZE (DY &IPA QV, DP Bewla piatyphylia 'Fargo TEA/Dakota Pinnacle Birch 8& B 2'01l 12 (723 HB Ceith occidentalls/ Commicm H.kbenY B & B CCM. 9 GB (2)B& Ginkgo taIloba 'Autumn Gold' TM / Maidenhair Tree B 2.5.Cal 8 0 HL Gleditsla triacanthos 'Skyline / Skyrne Honey Locust B&B 25'01 14 0 KC Gymriodathis dial. 'Espresso111entucly Caketive B&B 2 2.5.01 BO Dimino macrocar./ BoN Oak B & B 4iCAL B C) IL Plia americana 'Boulevard' / Boulevard Unden B&B 2.5•881 a 0 PE D.. americana 'Princehail. / America. an B&B 25.01 5 CONIFERS CODE BOTANICAL/COMMON NAME CONT CAL SIZE COY (:). BF Abies balsam./ Balsam Fir B & B 6i 6 OW TREES CODE BOTANICAL/COMMON NAME CONT CAL SIZE CITY Pli t SB Arnelanchier anadensis 'Autumn Brilliance/ Autumn &Mance SenrIceberry B&B 2'01 12 .1kt to IL Wan. reticulata / Japanese Tree Lilac B&B 2.Cal 9 11... IF 11. Sydnga reticulala ivory Mlle/ Ivory 511k Japanese Tree Lilac B& 0 201 NORTH 0 60 120 SCALE I T HILL5 IJLOCK I? I C 11 II 0 ND g ao Opus A & E — L•\PRWECTS\21740\GD\Chit\Sleets\21740 q [L1.010verall Landscape Plan] 'twrixAir-• / / / / / / / I ........ . I 0 iG C / Ia C 0 1 a 07 t OPUS. THE OPUS GROUP Opus AE Group, LLC. Opus Design Build, L.L.C. ‘( .--Sarnbatek • www.sambalek.com 12800 WhIenter Orke, Suite 300 16metcnks, MN 55313 763.476.6010 telephone OUR LADY OF GRACE - MP ,040,40.5 5071 EDEN AVE, EDINA, MN 31644000 ISSUE RECORD 07/12/2019 CUP Submittal OKIE 06/21/2019 V.V.Ei CMA JGP CHOW. MLL PICISTFAIT:ti I hereby tenity tha .SW4, Oa, or te pen naa r.P.E4 by me or Lexdn myd rect saryserv.r4 and.. I am a duly licensed .01C. .011TER under. Ilret3 of .5tate Of 1.91nnesela. 2t Witham L De Reesintion Dan: 07/12/2019 Ns au-, ...kb nt:feaeonra eat Suntatel, Kamelonia,w/1 are 54EETIPIE OVERALL LANDSCAPE PLAN SEETMATER L1.01 N Sp S -•fa%: :N111,›XleW • PROPOSED BUILDING ( ADDITION c 5,000 SF z PROPOSED BUILDING ADDITION 54,700 SF IV REETRATER L1.02 NORTH 0 30 60 SCALE IN FEET mmmmEDINALANDSCAPECODE CITY OF EDINA MN IANDSCAPE STANDARDS: Minimum re0tirements.N1 areas of a tot whFch are not used or Improved for buildings ,,alring areas, driveways or storage areas shad be landscaped nith a tomb:nation of tree4 undergo, trees, shrubs, ground cover Carl flowers. (1)41Warum numbe r a/ creerstory trees. The rrtitiminn number of overstay trees on a tat shag be the fFire detemined by dhictilg by 40 the number offees in the peKmeter of the totsperiez LOT PERIMETER: REMODEVADDITION TO EALSTIIIG SCHOOL CAMPUS 4317 UN. FT/40 T: 1013 TREES • SHADE TREES/ CONIFERS REQUIRED (1 TREE / 40 LF): 108 TREES • MANY EXISTING TREES ON CAMPUS TO BE SUPPLEMENTED WITH ADDITIONAL TREES AS SHOWN PIAT TYPE REQUIRED PROVIDED SHAD, "HILLS ..1— —0-- EVERGREEN TREES 0 • ORNAMENTAL TREES • 17 • DETERMINED BY CITY COUNCIL • PLANT SCHEDULE TREES CODE BOTANICAL /COMMON MAXIE CUNT CAL ROE QTY iii, v A, CCO. OP cod 6:28,28,13 "Far24.114/ Dakota PInmacle Birth B&B 2,1 12 0 NB Gelds occidental / Cannon 8. BBB . /I 4,L 9 0 GB Ginkgo b1892 &Num Gold IM i Mald•Tio, Tree BBB 2-6,1 B 0 NI GlebtsIa lrlwantlasIL064762414••,6449L6,98 B&B XS, 14 0 EC GinwaiNdus dolts Iswell0"/ 34,8.1704.4644 B&B 25"Cal 2 C 00 ) Clueicus mairoca•PI/Eurr Oak BUB CC. 6 C) EL Wu americana "ItoliantiC/ 08:18.61118clen BAB 25,1 4 0 PE Wows amerliana 'Princeton' / American Urn 0.8 25,1 COWERS CODE BOTANICAL/COMMONNMIE CONE CAL SME STY BE Ates WWII./Balsam Fit B&B 5 6 URN:UM CON BOIANICAL / COGHION NAME CONT CAL CUT ilito SB ArnelanchSer rwailensIs "Autunn ErWinie. / Autumn BrEanceSeniisbew B&B 2,1 12 aliik . V/Pr 11 SHInga rel881212 / Japanese Tree Lax 11 . Li 2,1 9 wwx Viro, IL Siring. re1481212 'hwy.' /Nog SA Japanese Tree Ube BBB 2-Cal OPUS. THE OPUS GROUP Opus AE Group, L.L.C. :=44 lea r.4 Vmstr.11,153.11, Opus Design Build, L.L.C. VSarnbatek wwW.Sambatek.COM 12800 Whitereater 00,0, SAG 300 1.2.nnetonka. h10 55343 763.476.6010 telephone EGE":661.913.8146 IR/Wing I Entonarclal OUR LADY OF GRACE-MP 5071 EDEN AVE, EDINA, MN 184441849.4 31644000 ISSUE RECORD 07/12/2019 CUP Submittal 0;21/2019 CMA ax vs OF,X61 JGP owpwar MLL 4-CEVADDY I Leidy certIfy ILA 010 mini, plan 6, Hp•H 6requed ey rnewtmder Ire dreg sum. intl.& I am 203y *ens. lAtIOSCAH AROITHCI enter .4larrs M 1243121e of 6114Hsola. *KU., William L D Reestration otte.07/12/2019 H snetsVAANIAle MA 6.99,4•943 wler Iro IBH4 law el .6316&e,66, re' (SI regwo sarlsalel, ww.elorla,621 New 1 J IF BIRUNINOUS Ana- tool' S 3 (Lai 13 UMIII005 10 tap O 1•44i7,": ‹r' L pRoPLD BUILDING ADDITION 560SE 01 ±1 C C 0 I T1.1 61 1'r:0 II r- C C -BM A. -F; ss. 44, rt.& /66x3---- LANDSCAPE PLAN E R rea SITUHINCLIS C C C GRASS BITUMINOUS PREPARE SOL FOR THE ENTRE 8,0 INSTALL 3' LAYER OF MULCH. DO NOT PLACE NI CONTACT W/ SHRUB STEEL APPLY PRE-EMERGENT HIROO. EDGE CONDLONIVARTS COM R FUR TO PLAN MO SINCIFICATIOH LOOSEN ROOTS OF CONTAINER GROWN RANTS EXCAVATE PLANT BED LAIN, DEEPER... ROOT BALLET. SWAY SIDES AND HOTTOM OF PLANTING BED MTH SPADE UNDISTURBED SUBORADE SHRUB PLANTING DETAIL 4E-0. P-02 NOTE CONTRACTOR SHALL MAINTAIN TREES IN A PLUMB POSITION THROUGHOUT PIE WARRANTY 1E0100. IF STALING IS RAW RFD BY NM CONDITIONS. CONTRACTOR TO USE 2 OR 3 STAKE MEMO, WITH I. WEBBING AROUND TRUNK OF THE INTI WIRE OR CARO. TO RE USED) WRAP TME TRUNKS PER110115. ENALL14 zr NEVA° N PIACI PP Of MT 6.1013POSE 1511, OA WWI VAN OfFLO.A11111T11504 ummorvemoLoworr000l.o. Vora oNly.11.1.4 FORAVMM E.1115.1.(10M.04I Of Mar .1.1 ..036EaTKIN VA.MS VAUTSr. Cf1111$11,41111 TREE PLANTING DETAIL OPUS THE OPUS GROUP Opus AE Group, L.L.C. 1.510.1, Ex..° Opus Design Build, L.L.C. +.9 errIFtel V -nea, IC.5).11.5 E, arnbatek • www.sambatok.com 12800 Vinteovelm Drive, &Ate 300 Minnetonka, MN 55343 763.476.6010 telephone Enclmen015xmfil 1 %ening 1 Entronmcctl PASEO OUR LADY OF GRACE-MP 5071 EDEN AVE. EDINA. MN 31644000 ISSUE RECORD 07112/2019 CUP Submittal DNB 06i21/2019 PROAMemPOL CMA JGP °Wm° MLL 18-061PATEN I Hereby certify Oa NA sun.. Wan or report was P..4 by me or undEr,drecturpermbn and INH l am a d11 licensed IANDSCADE ARCHITFLTundu the taws of Sute of Myrna. CC L Del Resist.] °me 07/12/2019 nn vArl ur.ssnei eared In the ht a Cuaanubawet evedroPPN Ns suney•eich arretalie upon rep.... S.F_Et IMF LANDSCAPE NOTES-DETAILS SEEirer.32 L1.03 O 40 0 BITUMINOUS xt, IA ‘*e 0•1\ S C • - T- -'"-- .tra 4 FT 0.14114 UNE TENC-E 4 I FT CHAIN LOST FENCE 4 Fr al. 111( FEN LILAC BUSHES NORTH 0 ZO 40 NOTES GENERAL NOTES: 1. THE CONTRACTOR SHALL INSPECT THE SITE AND BECOME FAMILIAR WITH THE 035.11E CONDO.. MATING TO THE NATURE AND SCOPE Of THE WOOL 2. THE CONTRACTORSHALLVERTV NAI WWI 0.110 BRIG TO THE ATTENTION Of THE uutoscatrE AROLITECTOLLONPANOES WHICH HIM COMPROMISE THE DESKI1OR INTENT OF T° MOUT. 3. THE CONTRACTOR 511JUL IN RESPONSIBLE FOR COMPLY.. WITH ALL APPLICABLE COME REGULATIONS AND PERMITS GOVERNING THE WORE 4. THE CONTRACTORS.° PROTECT DOMING ROADS, CURIO/GUTTERS, TRAILS, TREES. LAWNS MID ERE ELEBIENTS DURNIO CONSTRUCTION. DAMAGE TO SAME SHALL BE REPAIRED AND/OR REPLACED AT NOADOIDDHAL COST TO THE OWNER. L LOCATE ANO TOME. MUMS, INCLUEVIIO IRRIGATION LINES WENT° OWNER FOR PROPRIETARY UTILITIES AND GOPHER STATE ONE CALLAS HOURS BEFORE DIGGING. CONTRACTOR SHAH BE RESPONSIBLE FOR THE PROTECTION AND REPAIR OP ANY DAMAGES 70 SAM F. 110101 THE LANDSCAPE ARCHITECT Of ANY CO:611E75TO FACILITATE RANT RELOCATION. 8 THE LANDSCAPE CONTRACTOR SHAT COORMNATE THE PHASES OF CONSTRUCTPN AND PLANTING INSINUATHNI WITH OTHER LONTRACTod WOOING ON SITE 7. 1HE CONTRACTOR SHALL REVIEW THE SITE FOR DEFIOE109E5 Iv SITE CONDITIONS WHICH 41°,1T NEGATIVELY AFFECT PLANT ESTABLISHMENT, SURVIVALOR WARRANTY. UNINSIRABLF SEE CONDITIONS SHALL BE BROUGHT TO TED ATTENTION OF THE ONDSCAPE ARCHITECT P.O. 70 HAIM IVIG OF °OM B. THE PAN TARES PRECEDENCE OVER.° IANDSCAPE LEGENDU 1:11501EPANDFS LUST. ITUOINTIES SHOWN IN THE PLANING SCHEDULE ARE FOR THE CONTRACTORS CONVENIENCE CONTRACTOR TO VERILY QUANTITIES SHOWN ON THE NAV. 9. THE SPEOFICATIONS TAKE PRKIDENTE OVER THE PLANTING NOTESAND GENERAL NOTES. 11). EXISTING TREES AND SHRUBS TO REMAIN SHALL BE PROTECTED TO THE DRIP LINE FROM ALL CONSTRUCTION TRAFFIC, STORAGE OF MATE RIAS ETC. WITH HT °LANGE PLASMS. FENCING ADEQUATELY SUPPORTED BY STEEL FENCE POSTS A OC MAXIN1UM SPACING 11. LONG-TO.1 STORAGE OF MATERIALS OR SUPPLIES ON-SITE WILL HOT 111ALLOWED. CONTRACTOR SHALL REQUEST IN WRITING, A FINAL ACCEPTA/KEINSPECl/011. PLANTING NOTES: 1. NO PLANTS SHALL BE INSTALLED UNTIL FOAL...EGA. CONSTRUCTION HAS BEEN COTIPLUF0 III THE LNIMEEPATE ARM. 2. NORA/1MA. PREEN:ERGO° KAMM SHALL .f APPLIED TO All PLANT 8. AT THE MANUFACTURERS F.COMMENDED RATE PRIOR 70 PLANT INSTALLATION. 3. ALL PENNING STOCK SHALL CONFORM TO THE SLNIERICAN STANDARD EOR NURSERY STOCK,. 1,161.060, LATEST EDITION.. THE AVIENCAN SS Of NURSERYMEN, INC MID SHALL CONSITTINE MLNIMUM QUALM RECAIRE VENTS FOR PINED MATERIALS. 0. OVERSTOO TILES SHALL BEGIN BRANCHING NO LOWENTHAL., 6. ABOVE PAVED SURFACES S. ALL PLANTS MIXT ECHO..., VIGOROUS MATERIAL, FREE OF PESTS AND MSEASE ASO BE COSIGNER CROWD OR BALLED AND SURIAPPUX AS INDICATED°, THE ULHOSCAPE LEGEND. 6. PLANT MATERIALSTO BE INSTALLED PER PLANTING DETAILS. 7. ALL TREES MUST RE STRAIGHT TRUINED AND FULL HEADED AND MEET ALL REQUIREMENTS SPFOP°13. IL THE 141105CAPE ARCHITECT RESERVES TNE RIGHT TO REJECT ANY PIANTS ARCH ARE DEEMED UNSATISFACTORY...SE, DUERO°. AFTER INSTALLATION. 9. NO SUBSTITIMONS OF PLANT MATERIAL SHALL BF ACCEPTED UNLESS APPROVED IN WRI11110 Bl THE LANDSCAPE ARCHITECT. 10. ...AIN IANTFRIP0 QUANTITIES SHAPES OF NOS UOCATIONS SHOWN ARE APPROXIMATE C0117MOOR SHALL BE RESPONSIBLE FOR COMPUTE COVERAGE OF ALL MINIM BEDSAT SPAONG SHOWN 11103 ADJUSTED TO CONFORM TO THE EXACTCONDITIONS OF PIE ERE. THE LANDSCAPE ARCHITECT SHALL APPROVE THE STALING LOCATION MALL PLANT N4TERIAI3 PRIOR TO INSTAUAPOIL 11. ALL PLANTING AREAS MUST E COMPLETELY /AULD° A5 SPECNIED. 12 MULCH: SHREDDED HAW:AVOW NIULOL CLEAN AND FREE Of NOXIOUS WEEDS OR OTHER DELETERIOUS ICATERAL, WALL MA55 PONTINE DEMAND FOR TREES, UNLESS INDCATED AS ROOT MULCH011 DRAWINGS. SU MIR SAMPLE TO IANDSCAPEARCHLTECT PRIOR TO PEINERY DEERE FOR APPROVAL. DELAYER MULCH ON DAY Of INSTRUATION. USE 3L POR SHRUB BEDS TREE RINGS, AND 3. TOR PERENNIAL/GROUND COVER BEDS UNLESS OTHERWISE DIRECTED. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AU.LAULMF3 AND RANTING SOIL QUARTMES TO COMPLETE THE WORX SHOWN OH THE RAIL 14. USE AIITHDESICCAHT OVIITPRUF OR APPROVED EQUAL). DECLBUOUS PLANTS MOVED IN LEAF AND FOR EVEROREUS &LOVED ANIMAL APPLY AS PER MANUFACTURERS INSTRUCTION. ALL EVERGREENS SHALL BE SPRAYED IN THE LATE FALL FOR WOOER PROTECTION DURING WASPAIITY PERM. 15. WRAP ALL SMOOTHEMRED IMODUOUS TREES PLANTEOINTHEFALL PRIOR TO DOSHIRER 1 AND REINOVF WRAPENO AFTER MO 1. TREE WRAPMNG /M.N. SHALL BE WHITE TWO-WALLED RUSTIC SHEETING APPLIED FROM TRUE. FLARE TONNE FIRST MEM 16. All ,ODIOUS, PI AND IAA. PLANTINGS SHALL RECEIVE RODEN, PROTECTION PER ANEW 2571312 17. PLANTING SOIL FOR TREES, SHRUBS AND GROUND COVER. FERTLE PRLABLE LOW CONTAINING A LIBERAL AMON' ION ADO OF HUMUS AND CAPABLE OF SUSTAINING VIGOROUS RANT GROWTH R LL ICONIPN WITH /31.30T SPECIFICATION 3877 TYPE SELECT TOPSOIL MIXTURE SHA SE FREE FROM KRIEDPACIL SUBSOIL, SIGNES, GHF_MICALS, NOXIOUS WEEDS, ETC. SOL SUTURE SWILL HAVE A PH BETWEEN 81 AIM 7.5 MO 100-10 FERTILIZER AT THE RATE OF 3 POUNOS PER GUM VAR. PI RAIMI. BEDS INCORPORATE TOS AMU. 11190UONONT THE ENTIRE 8E1191 A LATER ANO ROTOTILLING IT PITO.. TOP 12 OF SCHL ATA 1,1 RATP.A.111 PLANT STOCR NOT PANTED OH OAT OF MAIM SHALL.; HEELED MANI/WATERED UNTIL NOTALLATION. PLANTS HOT MAINTAINED NISH° MANNER WILL BE REJECTED. ILL CONTRACTOR SHALL BE RESPONSIBLE 10 VFFOFT THAT EACH ELCAVATFO TREE AND SHRUB PR WILL PERCOIATE PRIOR TO INSTALUNG PLANTING IAFENUM AND FLAME THE CONTRACTOR SHALL FILL THE BOTTOM OF SELECTED HOLES WITH SIX INCHES OF WATER AND COHNRM THAT THIS WATER IVILL PERCOLATE WITH N A 24.11011R PERIOD. IF THE SOL ATA GIVEN AMA DOES NOT DRAIN PROPERLY, A PVC DRAIN 071 GRAVEL SUMP SH41, BE IIOTALUD OR THE NAMING SHALL BE RELOCATED IF DIRECTED BY THE LANDSCAPE ARCHITECT. 19. ALL PLANTS SHALL BE GUARANTEED FORTYO COMPLETE GROWN. SEASCHNS (APRA 1 - NOVEMBER IL UNLESS OTHERWISE SPECIFIED. THE OURPANTIE SHALL COVER THE PULL COST OF REPULCENIENTI INCLUDING LABOR AND PLANTS 20. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 3 DAYS PRIOR TO PULVIIED DENVER,. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 24 HOURS IN ADVANCE OF BEGINNING PONT INSTRUATION. 2L SEAM:15/1Na OF P AND SEEDING: NOTE THE CONTRACTOR MAT ELECT TO PLANT IN OLESEA50115 ENTIRELY AT HiS/HER RISC. 211 POTTED PLANTS INE- 9,21- 1°1 212 DFCIDINUS - 6/11 9/21- 11/1 21.3. EVERGREEN POTTED PUNTS, 9/21.11,1 21.4. EVERGREEN B.. 'NE • SiL 9/21- 1°1 215. TINWSFEDNG, OE - 0.7/20 -9/20 21.E. NATIVE MU SEED N. IA15. 7/20, 9/20.10/20 22 MAINTENANCE WALL BEGIN IMMEDIATELY AUER EACH PORTION OF THE WORK LS NI MO. PLANT MATERIAL SHINE BE PROTECTED AND MAINTENED MIL THE INIONIATION OF THE PLANTS LS COMPLETE INSPECTION HAS SEEN NOM AND PLATINGS ARE ACCEPTED EXCLUSIVE Of THE GUARANTEE. WINTENAIKE SHALL MCLUDE WATERING MULCHING, REMOVAL OF OSAD MATERIALS RE-SET 110 PLANES., PROPER GRADEAND KEEPING PLANTS III A PLUMB POSITION AFTER ACCEPTANCE. THE 04111,11 SHALL ASSUME MAINTENANCE RESPONSIBIUTIES. HOWEVER, THE COMPACTOR SHALL CONNIVE 70 BE RESPOILSIBLE FOR LUPINO INF 'REFS PLUMB...GROOT THE GUARANTEE HO. 23. ANY PUNTMATERNA VIM. DIES WRNS BROW.OR DEFOLIATES (PROP TO TOTAL ACCEPTANCE OF THE WORK) POLL BE PROMPTLY REMOVE. FROM THE SITE AND REPLACED V/1111 NAURU° OF THE SAME SPECIES, MANTEL RAO SAE AND MEETING ALL LANDSCAPE LEGEND SPECITICATIONS. 24 WATERING: 114417A111 A WATERING SCHEDULE WHEN WILL THOROUGHLY WATER ALL PLANES ONCE ANSEL III ECTRENIELT HO,DRY WEATHER, WATER MORE OPTED AS REQUIRED BY INDICATIONS Of HEAT STRESS SUCH AS WILTING LOVES. CHECK MOISTURE UNDER MILLEN PRO. TO WATERING TO DETERMINE NEED. CONTRACTOR SHALL MALE THE NECESSARY ARRAIMMENTS FOR WATER- TURF NOTES: TURF ESTABLISH/40N T SHALL BE ACCOMPLISHED IN ACCORDANCE WRIT THE PROVISIONS OE THE IAN COT 2105 MO 25, EXCEPT...DE.1ED BELO, 1. ALL AREAS TO RECEIVE SOD SHALL ALSO RECEIVE 6. OF TOPSOIL PRIOR TO INSTALUNO SOD. TOPSOIL WALL BE FREED, TREE ROOTS. SWOPS. INALCIPIG MATERIAL AND TRASH. ANO SHALL BE ;FLEE OF STONES LARGER THAN It RIOLES PI ANY DIMENSION. 2. WHERE SOD ABUTS PAVED SUREACES. FINISHED GRADE OF SOD/SEED SHALL BE HUD I'BROW SURFACE ELEVATION OF TULL WE, CURB. FTC 3. 500 SHALL BE LAID PARALLEL ID ME CONTOURS AND SHALL HAVE STAGGFREO MAL ON .0P.S1EEPER THAN El OR IN DRAINAGE ...LES. SOO SHINE BE STALED SECURELY. E. TURF °NALL OTHER AREAS MSTURBED BY CONSTRUCTION SHAM OE RESTORED BY SEFDING, MULCHING AND FERTILIZING. 5,E13 AIMEE N1.25.151 WILL BE PLACED AT THE RATE Of ES POUNDS PER ACRE. 5. ALL DISTURBED AREAS TO SE TURF SEEDED. ARE TO RECEIVE 61 TOP 5011., SEM MULCH, AND WATER UNTIL A HEALTHY STAND OF GRASS IS 0/1TATIED. FOR SLOPES STEEPER THAN 410R IN DRUNANE SWALFS INSTALL EROSION CONTROL BULNEET. 6. ALL DISTURBE0 AREAS 70 RECEIVE HATTIE SEED, MET° RECEIVE PLAITING 5014 SEED-MULCH. ANIMATER MINA HATH E. STAND OF GRASS LS OBTAINED. FOR SLOPES .EEPER THAN LI OR 14 INLANIAGE SHALES INSTALL EROSION CONTROL BIANIUT. GENERAL TREE SPECIFICATIONS: 0. .51,11E10AD PARKING LOT TUES.°. BE LIMBED UP TOME FOLLOWING HEIGHT, 1.1. 2. CAL TRIES, LOWEST BRANCH HT. 2. r CALL TREES: 1.01VLST BRANCH T NT 2- TREE CANOPY WIDTH SHALL BE RELATIVE TO HEIGHT/COOPER OF TME AND TYPE Of TREE. OSIIPFIVEX111,3,WItirli 2.2. r CAUPER/12.14. /12 AA WIDTH MIN. 2.3. 3" UNREEL/14.16 11.6-7,100TH 3. CANOIN TREES SHALL NOT NAVE 030018 HATE LEADERS IN LONER HALE Of TREE CROW. 4. A...3 SHALL HAVE STNINIEIRICAL °REMAKE° BRANCHING ON ALL SIDES OF THEME. 5. TREES MAU. NOT BE DIVED PRUNED. 6. TREES SHALL BE FREE OE ...CAL DAMAGE FROM SHIPP-NG AORANDUNO. DAMAGED TREES SHALL BE REJECTED. T. SUMMER DUG TREES SHALL HAVE ROOT.. SITE INCREASED BY 20. 8. TREES WH. CLUED RECOIAMENDO3 GOFER TO HEIGHT RELATIONSHIP SHALL BE REJECTED. IRRIGATION NOTES: L I115141(x IIDO,STIONNDSIET.I IN PLACE. IRRIGATION CONTRACTORTO COORDINATE REALIGNMENT OF IRRIGATION SPRINKLER MAINS AND BRANCH LINES TO THE NEW WELL LOCATION. (LOCATION TO BE DETERMINED RD GENERAL CONTRACT.. 2. IRRIGATION GOIITRACTORTO ElEINNATE SPRIAXLER ZONES UNDER PROPOSE. NEW CONSTRUCTION AOCOORELLSATE COVERAGEOF NET/ LAWN AREAS ape. A & E — IAPROJECTS \EPA& \CAIACIA \ShaetA2174 SCALE IN FEET 7 19 20 49 OLOWER LEVEL O // / / / 0 WA4 OA►k 101;211M • 11 a CI 1111 Al ra VMAFTWOr. "In r rap orzzerr .thur INTe on000nno ICj 1000000 fl Th 00 OPUS THE OPUS GROUP Opus AE Group, LLC. 1,11,1 11...1.4111 952,7[4.161 Opus Design Burld, LLC. r.lte_atel..1, 01.04112 LOWER LEVEL FLOOR PLAN Sirli &MEM A1.0 KOFC OUR LADY OF GRACE - MP PROEC1.0.5.5 5071 EDEN AVE, EDINA, MN ITCVECIPLIV.V.A 31644000 ISSUE RECORD DUE 08107/2019 J. Fourniea MUM} a Partridge MLLE.' REGSVAIO1 9.E1-11112 0 0 0 0 ro 0 LEVEL 1 1- =20,01 RED DASHED PREPS t1CI.UDE 10FROVITVENTS YarNEI ID10111. SUE De. F000,1011" 0 0 0 0 0 n 0 000000 0 0 0 P O CD O =LI / / 1 CI ED / / \\.,. /1\ L 8/7/2019 3:07:52 PM M OPUS THE OPUS GROUP Opus AE Group, L.C.L Ect.5 al rat wereberi. WISS3111.0 Opus Design Build, L.L.C. 1,9.0 EL.11,1.,9 LEVEL 1 FLOOR PLAN LI-Er111.2ER A1.1 Cr...11/411 OUR LADY OF GRACE-MP 5071 EDEN AVE, EDINA MN FrOlECt11.111. 31644000 ISSUE RECORD OEV07/2019 KOJEC7 VAUC.101 J. Fourniea 0,414 6 f B. Partridge .C.6, RE015.101 A OPUS' THE OPUS GROUP Opus AE Grow, LLC. 177A 6rea F.111. .430,010 Opus Design Buikl, L.L.C. ROOF MO.! OUR LADY OF GRACE - MP PRONCIADCRESS 5071 EDENAVE, EDINA, MN 31544000 ISSUE RECORD ROOF ROOF RED 00.71F0 MEP INCLUDES 17,90103.1119 1101161 EK151110 20110P. F00177910 MAECT MAGER J. Fourniea G09911.1 B. Partridge CIIECtf. fit .6.17.PROI 017/2019 --_--____---___--____-----_--- ___---------------------_----------------------- - - - - 8/7/2019 3:07:52 PM !Kr, MU LEVEL 2 FLOOR PLAN 0 LEVEL 2 A1.2 97 E0 a 10 20 118 E. 26th Street Suite 300 Minneapolis, MN 55404 P:612-879-8225 F:612479-8152 wirwlanekcom Our Lady of Grace Rectory 5071 Eden Ave Edina,MN 55436 issue date 00.00.00 NORTH PLANS A100 0 FLOOR 01 PLAN 0 FLOOR 00 PLAN scale NOTED name NS 111111-11111•Irirr ill Ilii= LIVING I=I ROOF PLAN VC7 VB. • r4' Op .(0111111MIIIIMIPMEMIIIIIHNIMPHIIIIIIIM MN*IM II il IM= == VIM I MII MIM OM Beim 711 ... .., E . ITIIMMUMMIIIIIImillland allimillffigi . I. -, -'- -, 11E011 NORTH OFLOOR 02 PLAN IV • r-o• °SOUTH ELEVATION INFILL VW= 1,0- 0 EAST COURTYARD ELEVATION 1/16,1,0' 4.4 0 NORHT ELEVATION 1 11W 1.0 0 NORTH ELEVATION 2 1/16, O V 16 37 0 EAST ELEVATION OVERALL WS, 110. E1ISTOG SC U FERL TY 1.611:10 SANCTUARY LEVEL DS LONER LEVEL( 107 • Cr EXIST6 /0 SCHOOL " 117 EX/ST.1G SCHOOL LONER LEVEL 10 LOWER LEVEL/1021_0 10Lt 0 SOUTH ELEVATION 1/16-= OWEST COURTYARD ELEVATION VW- TO. REM T.G.BUTIT. 0 0 0 EXISTRO SCHOOL LE Ii EXISTNG SCHOOL LOW R 101 LOVER LEVEL ( 107 • 0. ELEVATION KEY NOTES ARCHITECTLVAL PRECAST 0 SOCK - TOMATO-1E10ST,, 0 ALUM WeiDON SYSTEM 0 ALUM CURTA01WALL SYSTEM ® PR EMISHED METAL PARAPET CAP 0 STANDING SEAM METAL ROOF 0 AVM/VHF° METAL GOOFY NOTE DESIGNIRENT TO MATCH EV516A3 NOTE SCREEN WALL 13031321,1110 sue...1E sm.. WILL WOSETATALL MECHANICM.EOVFMENT MEL BE SCREDEO FROM PU105 YEW AT R.O.W. MONTAGES KEY PLAN OPUS THE OPUS GROUP Opus AE Group, L.L.C. .aro Ea. Pad ral kaaara caws.. M2-14-4.4,1 Opus Design Build, L.L.C. MY5510.4111 9S1.1.441. YOrZLYMNIr OUR LADY OF GRACE-MP FROJYYTALT... 5071 EDEN AVE, EDINA, MN 31544000 ISSUE RECORD 07/12/2019 fil9.116YLLGE3 J. Foumiea CUM., B. Partridge or./.106/ FELISTF}10.1 acHmu EXTERIOR ELEVATIONS A2.0 MATERIAL KEY T111.-1 WA 10 MATCH ADJACENT 01.0 CHAPEL ROLF. LAP SONO TO MAMA .S1.0 CRAM OGS FENS BiNGC TO MATCH OM CAMS - WAFT uni IMMO GOER t 118 E. 26th Street Suite 300 Minneapolis. MN 55904 P:612-879-8225 F:612-879-8152 EAST ELEVATION NORTH ELEVATION 20 ft.tar°2‘.4. MO ROM Ap 40,4' Sp, 0 MN& NEI MIA" ' *" " ' Int 7—fr -71T=TI=TrgTgfTfZAT=t=ligt=V II TF=V=ff=r NnillMair11=1 =If = F I— F- 1 NIIIIIIIN,rawill1111.1 MN ILIIENWEIMMIN 'ME 111•_MIIIMERMINEMI ION _mm.:-_poommKtuipms - =En r=,111 NASF,EZ nir 1ST FL000R • I WI EM FLOOR Ail (46,EA-ON BASEMENT WO' 724' FLOOR 7 f1 — IA :JYR I 74g ; :1 IF L -0 440 rT 41-77A i 141"'filitEFI T. NOTED NS 61 11..0f: .. 6636,09 4 —W— F=I —Ufillfff AU rP1, I L 1T 116 - - 4A111111s. scale name www.fanek.com Our Lady of Grace Rectory 5071 Eden Ave Edina,616 55936 NV • 1,0 4t=1-1:77 ur.lhe lans of rnilnalaa. Issue date 00.00.00 ELEVATION WEST ELEVATION SOUTH ELEVATION w • r-o• A200 wgAyTtvC 2019 OPUS' THE OPUS GROUP Opus AE Group, L.L.C. Vane. :,11011a sys.u—vm Opus Design Budd, L.L.C. 1.0 (.24 frale. fi0.1 OUR LADY OF GRACE - MP PRORLI.C.155 5071 EDEN AVE, EDINA, MN FE.Ci NYDER 31644000 ISSUE RECORD 07/ DATF 12/19 MATIVAVGEW J. Foumiea MOM B. Partridge 0.11961 .ET1MF PERSPECTIVE IMAGES 9.1.12WER A3.0 O BIlUld I 11014S LOUD LOSS.019 SF 13.3 AC 336.414 59 07./4 AC 439,418 SE 10.09 AC 42.9 R. 261.09S SF S.99 AC OPUS --- LEGEND PROPOSED EXISTING STANDARD DUTY ASPHALT PAVING PROPERTY LIMIT CURB & GUTTER EASEMENT ,,,,// —DEVELOPMENT SUMMARY VIASS SITE AREA PROPOSEDMER PROPO IMPERVIOUS PROPOSED LOT COVERAGE DISTURBED AREA THE OPUS GROUP ZONING OLISMIG ZONING PROPOSED ZONING RI RI L—A-W—V HEAVY OUTS' ASPHALT PAVING CONCRETE PAVING CONCRETE SIDEWALK I4Y a"1 Opus AE Group, L.L.C, 1/..dx..111,51110110 9524.141 Opus Design Build, L.L.C. MENA. DEVELOPMENT NOTES at§ambatek www.sambatek.com 12900 Whnowater DINE, Sulu 360 Minnetonka, MN 55343 763.476.61110 telephone • ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. B. ALL DIMENSIONS SHOWN ARE TD THE RICE OF CURB TO FACE OF CURB UNLESS OTHERWISE NOM]. 3. CONTRACTOR SHALT REVIEW PAVEMENT GRADIENT AND CONSTRUCT -.GUTTER OLT WHERE WATER DRAINS AWAY FROM CUR. ALL OTHERAREAS SHALL BE CONSTRUCTED,. .GUTTER IN-CURB. COORDINATE WMIGRADMG CONTRACTOR. 4. ALLAREAS ARE ROUNDED TOTHE NEAREST SQUARE HOOT. S. ALL PARKING STALLSTO 0E9' IN WIDTH AND UV IN LENGTH UNLESS OTHERWISE INDICATED. 6. CONTRACTOR SHALL REFER TO ARCHITECTURAL INANs FOR EXACT LOCATIONS AND DIMENSIONS OF EXIT PORCHES, RAMPS, PRECISE BUILDING DIMENSIONSAND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. T. REFERTO FINAL PLAT FOR TOT BOUNDARIES. LOT NUMBERS. TOT AREAS, AND TOT DIMENSIONS. B. ALL GRADIENTS ON SIDEWALKSALONG THE ADA ROUTE SHALT HAVE A MAMMA, LONGITUDINAL SLOPE Of 4.5%, EXCEPT AT CURB RAMPS (1:11), ANDA MAXIMUM CROSS SLOPE OF THE MAXIMUM SLOPE IN ANY DIRECTION ORAN ADA PARKING STALL OR ACCESS AISLE MALL BE 1.514. THE CONTRACTOR SHALL REVIEW AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA ROUTES PRIOR TO PMCING CONCRETE OR BITUMINOUS PAVEMENT. ME CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE ISA DISCREPANCY BETWEEN THE GRADIENTIN ME FRIO VERSUS THE DESIGN GRADIENT AND COORDINATE WITH GRADING CONTRACTOR. 6 I 5 0-1-10a-cAG Vail an cit. PI a-s'i RELOCATE MONUMENT SIGN AS NEEDED • 07 V CA‘ Lk CURB CLII- EntlImMIN I BLIAMN I Pinning 'Environmental PROM, OUR LADY OF GRACE-MP • - 5 vo''an") PROXRADIXESS 5071 EDEN AVE, EDINA, MN 9. 'ND PARKING' SIGNS SHALL BE PLACED ALONG M.LDRIVEWAYS AS REQUIRED BY CITY. vatfi 6-1 31644000 14' ISSUE RECORD KEY NOTES A. BUILDING..00PS, STAIRS WE ARCHITECTURAL MANS B. 13-613 CONCRETE CURB AND GUTTER C. ACCESSIBLE RAMP C PRESCHOOL OUTDOOR PLAY AREA E. OUTDOOR PLAY AREA 07/12/2019 CUP Submittal DIEU RUFOUS INC.NETE PROPOSED BUILDING ( ADDITION 5,000 SF PROPOSED BUILDING ADDITION 54,700 SF DOE 06f21/2019 PROICVMAGER CMA Dem er JGP EFECIOD BY MLL RMISTRAW21 — PROPOSED BUILDING ADDITION 560 SF I hereby certify Nat this plan. spedllwIlon or report was preped by me or miler my direct supervislon antl marl am a duly 11<msed worn... ENGRG..., the lows al .4 state of Minnesota. Chad M. Aye eglNra 1 Dam 07/12/2019 p1. ap194. w us a wet Vgned cKvr KM. whiNG an hb. up or o eRKM. SKr.. -Ls.rirnvelonim. MN office. 1_50_,Ilyeann SHMILIRE SITE PLAN CON O I TP LILAC BUS," REMO E AN9. REPLACE BITUMINOUS MRS AND PAVEMENT IN KIND AS REQUIRED FOR UTILITY EXTENSION. SEE SHEET C6.02 DI TUN INDUS SECETLUVAM R FT DIM MC MICEJ 611.31 COM) C.0.41 .1.7. 5 LD T DIED C3302 60 NORTH 0 30 SCALE N FEET BUILDING RETAINING WALL CCCCOCOOCI WETLAND WATTS TREELIIIE SAWCUT UNE s SAN PIPE BOLLARD 1,==gre 0 KEY NOTE 0 PROPOSED ACCESSIBLE ROUTE .—.. TURNING MOVEMENT LOCATION • JOB # 3164407.12.2019Edina, MN Our Lady of Grace Building Signage Plan BUILDING SIGNAGE ZONE - FINAL BUILDING SIGN TO BE NO LARGER THAN 100 SF BUILDING SIGNAGE ZONE - FINAL BUILDING SIGN TO BE NO LARGER THAN 100 SF MEN W O MEN COATS T. UP UP UP UP UP RA M PDO W N DN UP DN DNDN DN UP UP DN UP T.NORMANDALE ROAD07/12/19 OUR LADY OF GRACE -MP 5071 EDEN AVE, EDINA, MN SIGNAGE PLAN31644000Location Plan not to scale North Elevation 1/16” = 1’ - 0” East Elevation 1/16” = 1’ - 0” FINAL BUILDING SIGNAGE DESIGN TO BE DETERMINED AT A LATER DATE BUILDING SIGNAGE LOCATION - OPTION 1 BUILDING SIGNAGE LOCATION - OPTION 2 Our Lady of Grace - Master Plan Edina, MN Material Board Exhibit 07.12.2019JOB # 31644Perspective not to scale 01 0105020406 0703 ALUMINUM WINDOWS AND CURTAIN WALL SYSTEM COLOR: BONE WHITE 04 PREFINISHED METAL PARAPET CAP05 STANDING SEAM METAL ROOF MATCH EXISTING 06 PREFINISHED METAL CANOPY07ARCHITECTURAL PRECAST01 BRICKMATCH EXISTING02 VISION GLASSCOLOR: CLEAR03 DATE: August 2, 2019 Revised 7.1 August 13, 2019 TO: Cary Teague – Community Development Director FROM: Zuleyka Marquez – Graduate Engineer RE: 5051 Eden Avenue – Development Review The Engineering Department has reviewed the subject property for pedestrian facilities, utility connections, grading, and storm water. Plans reviewed were existing conditions survey, grading plans, utility plans, and erosion control plans dated 06/21/2019. Review Comment Required For General 1. Deliver as-build records of public and private utility infrastructure post construction. Certificate of Occupancy 2. Survey 3. An existing and proposed site condition survey is required. Grading/Building Permit 3.1 Show all existing and proposed public and private easements. Grading/Building Permit Living Streets 4. Design sidewalks to meet ADA requirements. Sidewalk shall conform to Edina Standard Plate 420. Grading/Building Permit 5. Saw cut concrete sidewalk joints on public sidewalks. Grading/Building Permit Traffic and Street 6. Review fire access requirements with fire department. Grading/Building Permit 7. Provide traffic study and implement city approved recommendations. Grading/Building Permit 7.1 Traffic study details impacts to Eden Avenue and Normandale Road Intersection. This ultimate project will push this intersections delay from acceptable to unacceptable. The study details a possible roundabout as a long-term solution or other traffic mitigation techniques. It is not reasonable for the applicant to construct a roundabout when they contribute approximately 13% and 18% of the current and future traffic volume, respectively. Staff recommends a $40,000 cash payment to be Future Permit when enrollment increase exceeds 110 students used for future traffic and pedestrian mitigation measures at this intersection. Traffic study contemplates impacts to Eden Avenue and Normandale if the K-8 school enrollment increases by 110 or more from the current level. Under this scenario, the traffic study offers two alternatives to maintain acceptable operation of the intersection: (1) at least two staggered start times and end times varying by at least 15 minutes for the K-8 school; or (2) construction of a single lane roundabout at the Eden Avenue/Normandale intersection. Staff recommends no action related to this topic until new construction leads to an increase in the K-8 enrollment that exceeds 110 additional students (increase from current 660 to 770 or more). At that time, an update to the traffic study would be required along with staggered start and end times, as noted above, would be required. If applicant chooses not to, or cannot, stagger start and end times, applicant would be required to share in costs of a new single lane roundabout, calculated by proportion of the increased percentage of traffic that applicant contributes to the intersection due to the increase in enrollment. Participation in costs may be by cash payment or land easement/contribution as mutually determined by the City and applicant. Any “phase” not designed around expansion of the K-8 school population (priest residence, preschool, activity center and additional offices and learnings spaces) would be permitted without any funding requirement as currently listed above. 8. Curb cut permit required if any entrances are reconstructed or curb replaced. Prior to Reconstructing Entrance 9. Road patching shall conform to Edina Standard Plates 540-545 and be completed prior to mill and overlay project planned for 2020. Certificate of Occupancy Sanitary and Water Utilities 10. Verify fire demand and hydrant locations. Grading/Building Permit 11. Domestic water shall be sized by the developer’s engineer. Grading/Building Permit 12. Domestic sanitary shall be sized by the developer’s engineer. Grading/Building Permit 13. Apply for a sewer and water connection permit with public works. Prior to Starting Utility Work 13.1 Meter required for building service line and combined lines. No meter required for fire only service line. Grading/Building Permit 13.2 Public works to determine acceptable installation methods. Grading/Building Permit 14. Disconnected sanitary and water services to be capped at main. 15. 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 16. Single connection from main for fire and domestic, split after main connection. Grading/Building Permit Storm Water Utility 17. Provide geotechnical report with soil borings. Grading/Building Permit 18. Provide hydraulic and hydrologic report meeting watershed and state construction site permit requirements. Grading/Building Permit 19. Submit watershed district permit and copies of private maintenance agreement in favor of watershed. Grading/Building Permit Grading Erosion and Sediment Control 20. A SWPPP consistent with the state general construction site stormwater permit is required. Grading/Building Permit Constructability and Safety 21. Construction staging, traffic control, and pedestrian access plans will be required. Grading/Building Permit Other Agency Coordination 22. Hennepin County, MDH, MPCA and MCES permits required as needed. Grading/Building Permit 23. Relocation of irrigation well is proposed. Coordination with MDH is required along with a well sealing record. Prior to Demolition/Before Construction 24. Minnehaha Creek Watershed Districts permit is required. Grading/Building Permit MEMORANDUM Date: August 2, 2019 To: Emily Bodeker, Cary Teague From: Rick J. Hammerschmidt, Fire Marshal Subject: Our Lady of Grace Conditional Use Permit/Variance application Comments: Below are my comments for the conditional use Permit / Variance application for Our Lady of Grace Catholic Church located at 5071 Eden Ave. - If a new water line is installed a fire hydrant is required within 100 feet of the FDC. - A fire hydrant to the north side of the proposed building addition may be needed. - There will by PIV, Riser Room and FDC relocation work needed to existing building. - The proposed buildings will need to be connected to the existing fire alarm system. - May need to upgrade the current fire alarm system to meet NFPA 72. - The new buildings will need to be fully sprinklered per NFPA 13. - Additional signage may be needed including building addressing. - May need to review access to buildings. August 2, 2019 Cary Teague, Community Development Director David Fisher, Chief Building Official Our Lady of Grace Conditional Use Permit 5071 Eden Avenue Information / Background: After reviewing the project plans for the conditional use permit/variance for Our Lady of Grace Church, below are comments for this proposed project. The building will be required to meet the State building, plumbing, mechanical and accessibility codes. - This will require a complete building code analyses and will need to include the type of construction, occupant loads, exits, bathroom count and codes used to design the building or addition. - An Alta survey - A Separate address and building permit will be required for each structure. - New buildings, any additions and the existing building will need to be fully sprinkled per NFPA 13 and certified as such - Verify the bathroom count for the use - Verify the accessible parking meets the building code - Verify the Fire Department access - Verify the fire alarm is up to date and meets NFPA 72 standards - Verify fire hydrant locations Development Questionnaire Over What this is: A brief questionnaire to help community decision makers understand how this development aligns with key focus area of sustainability that ensures both developers and the community long-term value. Why? Through the 2014 Visioning process, environmental stewardship is one of seven strategic focus areas. Vision Edina’s Environmental Stewardship states: “There is a growing awareness of the impact that the built environment has on the natural environment, and the individual and collective responsibility we all have towards good environmental stewardship. Community residents and stakeholders believe that Edina can take an active and ambitious internal and regional leadership role in promoting more comprehensive recycling, smart building, and energy efficiency practices. These themes couple well with the parallel benefits in smarter urban planning, increased transportation options, and application of technology.” Questions Answers Sustainable Design & Energy Have you utilized Xcel Energy’s Energy Design Assistance and/or Centerpoint Energy’s Builder and Developer programs for this development? Not at this CUP stage, but we are familiar with both processes and may utilize them upon actual development of the proposed phased projects. Will the buildings meet SB2030 energy goals and/or will they be Energy Star certified? If not, please share the steps you are taking to support energy conservation. At this stage of a Master Development Plan we have not chosen a particular path, but will continue to investigate sustainable practices that make sense for the projects and their scale. For example the existing geothermal well system that supports the School will be evaluated for capacity and opportunity to tie new development into this highly efficient system. Will you be optimizing the roof by installing a green roof? A green roof is not anticipated at this stage, but potential for future PV installation has been discussed though not finalized. Will there be any renewable energy generation on site? Existing geothermal well system is on site and will be evaluated for capacity upon future expansion. The parish has discussed opportunity for photovoltaic panels on the roof of the activity center but no final plans have been confirmed at this stage. Will there be purchase of renewable energy credits (RECs)? This has not been determined at this stage of the project but would likely be evaluated with any sustainability approaches upon further development for build future phases. Comments: Our Lady of Grace takes stewardship of the environment and sustainability very seriously. These conversations are a part of each project development meeting and will be at the forefront of the design thinking as part of any future actual build development. An example of Development Questionnaire Over this approach is the fact that OLG made a decision to install a geothermal HVAC system , at substantial additional cost,when they completed the elementary school renovation in 2011. This decision was made despite the fact that the payback period for the geothermal system was several years beyond the payback period that would positively influence such a decision. Managing Water What percent of the property is pervious surface before the redevelopment? What is the percent post development? Existing: 33% Lot Coverage (67% pervious) Full Build: 43% Lot Coverage (57% pervious) What new services will be pervious? (i.e. Sidewalks, driveways, overflow parking) Our Lady of Grace has limited new impervious surfaces to the greatest extent possible while also structuring stormwater detention under the parking surface. While the campus is nearly doubling in built area, should the full buildout happen, we have been able to limit new impervious area to only an additional 10% of the site. How will the landscaping support the natural ecosystem? (i.e. Rain gardens, % native plants, % bee friendly pollinator plants) The landscaping will support the natural ecosystem by using 50% native plantings and adding pollinator plants where applicable. Use of neonicotinoid free pesticides will be implemented as part of the maintenance program to help increase pollinators. Comments: As part of Our Lady of Grace’s stewardship of the environment we first reviewed and maximized the programmatic utilization of the existing facility on site prior to any expansion. We have been able to limit the amount of new building footprint and the size of the footprint through this process. This effort minimizes impervious surface, preserves existing vegetation and mature trees and will provide opportunity to improve upon it. Managing Tree Canopy What percent of the property is covered by tree canopy before redevelopment? What is the percent post development? Canopy coverage estimate from aerial photo prior to building addition/s is approximately 30%. Canopy coverage post construction of full build out is approximately 25% at initial planting. After 5 years expected growth of trees, we expect to be at approximately 30%. Will you be replanting/replacing trees at least four to five inches in diameter to positively impact the tree canopy (ordinance requirement is only 2.5 inches in diameter)? It is anticipated that as part of the replanting of trees we will mix in some larger 4 inch trees to maintain a consistent and maturing tree canopy on campus. Fortunately the phasing of development provides opportunity for Our Lady of Grace to steadily improve and increase its Development Questionnaire Over trees coverage over time as they formalize the front lawn and project perimeter. Comments: As part of Our Lady of Grace’s stewardship of the environment we first reviewed and maximized the programmatic utilization of the existing facility on site prior to any expansion. We have been able to limit the amount of new building footprint and the size of the footprint through this process to maximize pervious surface, existing vegetation and mature trees. The activity center for example has been shifted eastward to preserve more of the large mature trees in the front lawn between the sanctuary and gymnasium. Managing Waste Will a recycling service be provided to all businesses on site? Our Lady of Grace is the sole user of the site and they do currently utilize recycling and waste stream services for the facility. Will an organic (i.e. food waste) recycling service be provided to all businesses on site? Organic food recycling is currently being utilized by Our Lady of Grace Comments: Our Lady of Grace will continue to look at opportunity for multiple waste and recycling streams as the community continues to grow. Sustainable Transportation Will there be bike parking near main entrance for guests? Yes, new bike parking is planned to be included at the main entrance of the school and preschool. Additional overflow bike parking is also anticipated as part of the master plan. Do you have EV Charging Stations for owners or guests to use? No current plans are in place for EV charging stations but they may be evaluated at a future phase. Preferred and signed LEV (Low Emitting Vehicle) parking stalls will also be evaluated upon future parking lot improvements. Will there be parking spaces provided for car- sharing vehicles to reduce the overall number of cars? The current uses on the site very much encourage car-pooling and multi-person vehicular trips to and from the site which provides Our Lady of Grace the opportunity to expand while not substantially increasing impervious surface area on site. Our Lady of Grace will continue to encourage car-pooling and multi-passenger trips. Car-sharing stalls similar to the EV charging stations may be evaluated for inclusion during future development phases. Comments: The common belief in the building and planning industry is that the future forecast of car utilization and parking needs will be lower in the near future as autonomous vehicles and car Development Questionnaire Over sharing programs increase. We are delighted to be limiting future parking expansion and preserving green space where ever possible. If parking or circulation is a problem in the future there are many opportunities for Our Lady of Grace to utilize. However our preference would be that future improvements may actually reduce impervious area rather than increase it, should the future utilization of cars allow. PRELIMINARY STORMWATER MANAGEMENT PLAN FOR OUR LADY OF GRACE 5071 EDEN AVE EDINA, MN PREPARED BY: EMILY CASTANIAS CHAD AYERS, PE 07/12/2019 Our Lady of Grace Stormwater Management Plan Page 2 PROJECT INTRODUCTION The proposed project is a redevelopment of Our Lady of Grace Church which is at the southwest intersection of Eden Ave and Normandale Rd in Edina Minnesota. The redevelopment will include the following: additions to the existing building, a new handicap accessible parking lot, a redesigned plaza, a redesigned outdoor play area, a new rectory building, and added pedestrian pathways to the existing parking lot. The project is within the jurisdiction of the Minnehaha Creek Watershed District (MCWD). It is the intent of the project to meet the stormwater management requirement of the City of Edina and the Watershed District through the construction of an underground filtration Best Management Practice (BMP). EXISTING CONDITIONS The existing 23.35-acre site contains a church and a school along with several parking areas. The north end of the site also includes a baseball field and a basketball court. There are 7.90 acres of existing impervious on site. The Geotechnical Report prepared by AET shows soils onsite to be primarily lean clay and clayey sands which may be classified as HSG type D soils with poor infiltration capacities. The majority of the site drains into existing storm sewer and discharges east into an existing 36-inch outlet pipe which discharges into storm sewer along Normandale Drive. The southeast end of the site runs of uncontrolled onto Normandale Drive where it drains into the existing storm sewer. Ultimately the site discharges into Minnehaha Creek approximately 0.50 mile away. There are currently no stormwater BMPs in place. PROPOSED CONDITIONS The proposed site results in a net increase of 2.31-acres of impervious for a total site impervious of 10.21-acres. The new impervious includes additions to the existing building, a new handicap accessible parking lot, a redesigned plaza, a redesigned outdoor play area, a new rectory building, and added pedestrian pathways to the existing parking lot. The proposed activity disturbed less than 40% of the site and resulted in a less than 50% increase in impervious surface. Therefore, MCWD stormwater management rule 5(b) applies and the proposed BMP must only treat and control the area of increased impervious surface. An underground filtration system was designed to treat and control stormwater runoff from 2.31-acres of impervious, which is equivalent to the increase in impervious surface. The proposed system discharges into the existing 36-inch pipe to the east. At the south end of the site water drains into proposed storm sewer which discharges into existing storm sewer along Normandale Drive. Our Lady of Grace Stormwater Management Plan Page 3 RATE CONTROL The MCWD requires post development discharge rates not exceed predevelopment discharge rates for the 1-, 10-, 100-year 24-hour rainfall events for all discharge points from the site. The 100 year discharge to the existing 36- inch storm sewer to the east is exceeded, but the combined discharge rates to the ditch are less than that of existing. Runoff rate control calculations were performed in HydroCAD using the Atlas 14 rainfall depths and MSE 3 rainfall distribution. The results of the analysis are below. Detailed calculations may be found in the appendices. Maximum Rate of Runoff (cfs) Storm Event Total Existing Total Proposed 1-year 43.73 38.06 10-year 91.11 79.3 100-year 172.88 172.80 Existing Maximum Rate of Runoff (cfs) Storm Event East South Total Existing 1-year 40.82 3.06 43.73 10-year 84.81 6.68 91.11 100-year 160.69 12.98 172.88 Proposed Maximum Rate of Runoff (cfs) Storm Event East South Total Proposed 1-year 36.48 1.66 38.06 10-year 76.60 3.23 79.3 100-year 167.32 8.55 172.8 Our Lady of Grace Stormwater Management Plan Page 4 VOLUME REDUCTION & WATER QUALITY Due to the slow infiltrating soils on site, infiltration was not feasible. Minnehaha Creek Watershed requires an abstraction of 1-inch of rainfall over the impervious area and Minnehaha Creek Watershed District allows for 50% volume abstraction credit for filtration basins. An underground filtration system was designed to abstract 2-inches of runoff over the impervious and infiltrate at 0.8 in/hr. The system will drain into an engineered soil media before entering an elevated drain tile and discharging into on-site storm sewer. 𝑅𝑎𝑙𝑙𝑖𝑙𝑎𝑎 𝐴𝑎𝑙𝑙𝑙𝑎𝑎𝑙𝑖𝑙𝑙 𝑉𝑙𝑙𝑙𝑙𝑎(𝑎𝑙3)=𝐴𝑉=1(𝑖𝑙)∗1 𝑎𝑙 12 𝑖𝑙∗𝑁𝑎𝑙 𝐼𝑙𝑙𝑎𝑙𝑙𝑖𝑙𝑙𝑙 𝐴𝑙𝑎𝑎 (𝑎𝑙2) 𝐴𝑉=0.5 ∗𝐹𝑖𝑙𝑙𝑙𝑎𝑙𝑖𝑙𝑙 𝑉𝑙𝑙𝑙𝑙𝑎 𝑅𝑎𝑙𝑙𝑖𝑙𝑎𝑎 𝐹𝑖𝑙𝑙𝑙𝑎𝑙𝑖𝑙𝑙 𝑉𝑙𝑙𝑙𝑙𝑎(𝑎𝑙3)=2 ∗𝐴𝑉 𝑉𝐹𝑖𝑙=2(𝑖𝑙)∗1 𝑎𝑙 12 𝑖𝑙∗𝑁𝑎𝑙 𝐼𝑙𝑙𝑎𝑙𝑙𝑖𝑙𝑙𝑙 𝐴𝑙𝑎𝑎 (𝑎𝑙2) 𝑉𝑖𝑛𝑓(𝑎𝑙3)=2(𝑖𝑙)∗1 𝑎𝑙 12 𝑖𝑙∗100,458( 𝑎𝑙2)=16,743 𝑎𝑙3 Volume Control Analysis New Impervious Surface 100,458 sf Design Infiltration/Filtration Rainfall Event 2.0 in Required Infiltration/Filtration Volume 16,743 cf Maximum Allowable Infiltration Rate 0.80 in/hr Required Drawdown Time 48 hrs Maximum Live Storage Depth 3.0 ft Provided Volume Below Outlet 16,767 cf Our Lady of Grace Stormwater Management Plan Page 5 EMERGENCY OVERFLOW In the event of a clog in the system or a rainfall event larger than the design events, the grading plan has been designed with emergency overflows to convey runoff through the site. STORMWATER SYSTEM OPERATIONS & MAINTENANCE If required by the LGU, indicate an operations & maintenance agreement will be prepared for the project. EROSION & SEDIMENT CONTROL A comprehensive Stormwater Pollution Prevention Plan (SWPPP) meeting the requirements of the 2018 MPCA NPDES permit will be developed as a part of the proposed plans. SUMMARY The proposed Our Lady of Grace project will meet the requirements of the City of Edina, Minnehaha Creek Watershed District, and the MPCA through construction of and underground filtration system. These BMPs will provide the required rate control, water quality, and volume reduction improvements prior to discharging stormwater runoff from the site to downstream receiving waters. If you have any questions, comments, or additional information regarding this report, please contact me at CAyers@sambatek.com or 763.259.6697 APPENDIX A – DRAINAGE MAPS DEMO L I S H E D 2 0 1 7 1E 2E 5E 4E 3E Project Location Approved:Drawn: Date Submittal / Rev.No. Certification Sheet Title Summary Revision History Sheet No.Revision Project No. By Client OUR LADY OF GRACE CAMPUS ADDITIONS EDINA, MN CMA EJC 21740 NORTH SCALE IN FEET 0 100 Jul 12, 2019 - 2:20pm - User:ecastanias L:\PROJECTS\21740\CAD\Xrefs\21740-DRNBASE.dwg 1/2 EXISTING DRAINAGE MAP XX XX XX XX LINK POND REACH SUB-CATCHMENT LEGEND 1S 6S 2S 8S 7S 3S 4S 5S 1P Project Location Approved:Drawn: Date Submittal / Rev.No. Certification Sheet Title Summary Revision History Sheet No.Revision Project No. By Client OUR LADY OF GRACE CAMPUS ADDITIONS EDINA, MN CMA EJC 21740 NORTH SCALE IN FEET 0 100 Jul 12, 2019 - 2:19pm - User:ecastanias L:\PROJECTS\21740\CAD\Xrefs\21740-DRNBASE.dwg 2/2 PROPOSED DRAINAGE MAP XX XX XX XX LINK POND REACH SUB-CATCHMENT LEGEND Our Lady of Grace Stormwater Management Plan Page 7 APPENDIX B – HYDROCAD MODELS Existing Site 1E NW Road and Lot 2E NE Lot 3E Overland to Road4E SW Building and Lot 5E Uncontrolled to SE 5L Existing to East 6L Existing Total Routing Diagram for 21740_Underground Filtration_07112019 Prepared by {enter your company name here}, Printed 7/12/2019 HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Subcat Reach Pond Link Existing Conditions 21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 2HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Area Listing (selected nodes) Area (acres) CN Description (subcatchment-numbers) 15.288 84 50-75% Grass cover, Fair, HSG D (1E, 2E, 3E, 4E, 5E) 7.898 98 Paved parking, HSG D (1E, 2E, 3E, 4E, 5E) 23.186 89 TOTAL AREA Existing Conditions 21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 3HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Soil Listing (selected nodes) Area (acres) Soil Group Subcatchment Numbers 0.000 HSG A 0.000 HSG B 0.000 HSG C 23.186 HSG D 1E, 2E, 3E, 4E, 5E 0.000 Other 23.186 TOTAL AREA Existing Conditions 21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 4HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Ground Covers (selected nodes) HSG-A (acres) HSG-B (acres) HSG-C (acres) HSG-D (acres) Other (acres) Total (acres) Ground Cover Subcatchment Numbers 0.000 0.000 0.000 15.288 0.000 15.288 50-75% Grass cover, Fair 1E, 2E, 3E, 4E, 5E 0.000 0.000 0.000 7.898 0.000 7.898 Paved parking 1E, 2E, 3E, 4E, 5E 0.000 0.000 0.000 23.186 0.000 23.186 TOTAL AREA Existing Conditions MSE 24-hr 3 1-Year Rainfall=2.48"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 5HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Time span=0.00-72.00 hrs, dt=0.05 hrs, 1441 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Runoff Area=372,370 sf 19.92% Impervious Runoff Depth=1.29"Subcatchment 1E: NW Road and Lot Tc=15.0 min CN=87 Runoff=14.28 cfs 0.922 af Runoff Area=281,156 sf 39.77% Impervious Runoff Depth=1.51"Subcatchment 2E: NE Lot Tc=15.0 min CN=90 Runoff=12.55 cfs 0.814 af Runoff Area=103,673 sf 23.25% Impervious Runoff Depth=1.29"Subcatchment 3E: Overland to Road Flow Length=393' Tc=14.0 min CN=87 Runoff=4.10 cfs 0.257 af Runoff Area=184,878 sf 65.21% Impervious Runoff Depth=1.76"Subcatchment 4E: SW Building and Lot Tc=10.0 min CN=93 Runoff=11.04 cfs 0.623 af Runoff Area=67,900 sf 19.74% Impervious Runoff Depth=1.29"Subcatchment 5E: Uncontrolled to SE Tc=10.0 min CN=87 Runoff=3.06 cfs 0.168 af Inflow=40.82 cfs 2.615 afLink 5L: Existing to East Primary=40.82 cfs 2.615 af Inflow=43.73 cfs 2.784 afLink 6L: Existing Total Primary=43.73 cfs 2.784 af Total Runoff Area = 23.186 ac Runoff Volume = 2.784 af Average Runoff Depth = 1.44" 65.93% Pervious = 15.288 ac 34.07% Impervious = 7.898 ac Existing Conditions MSE 24-hr 3 1-Year Rainfall=2.48"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 6HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment 1E: NW Road and Lot Runoff = 14.28 cfs @ 12.24 hrs, Volume= 0.922 af, Depth= 1.29" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 1-Year Rainfall=2.48" Area (sf) CN Description 74,187 98 Paved parking, HSG D 298,183 84 50-75% Grass cover, Fair, HSG D 372,370 87 Weighted Average 298,183 80.08% Pervious Area 74,187 19.92% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.0 Direct Entry, Tc Subcatchment 1E: NW Road and Lot Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 MSE 24-hr 3 1-Year Rainfall=2.48" Runoff Area=372,370 sf Runoff Volume=0.922 af Runoff Depth=1.29" Tc=15.0 min CN=87 14.28 cfs Existing Conditions MSE 24-hr 3 1-Year Rainfall=2.48"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 7HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment 2E: NE Lot Runoff = 12.55 cfs @ 12.23 hrs, Volume= 0.814 af, Depth= 1.51" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 1-Year Rainfall=2.48" Area (sf) CN Description 111,802 98 Paved parking, HSG D 169,354 84 50-75% Grass cover, Fair, HSG D 281,156 90 Weighted Average 169,354 60.23% Pervious Area 111,802 39.77% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.0 Direct Entry, Tc Subcatchment 2E: NE Lot Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 MSE 24-hr 3 1-Year Rainfall=2.48" Runoff Area=281,156 sf Runoff Volume=0.814 af Runoff Depth=1.51" Tc=15.0 min CN=90 12.55 cfs Existing Conditions MSE 24-hr 3 1-Year Rainfall=2.48"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 8HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment 3E: Overland to Road Runoff = 4.10 cfs @ 12.22 hrs, Volume= 0.257 af, Depth= 1.29" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 1-Year Rainfall=2.48" Area (sf) CN Description 24,109 98 Paved parking, HSG D 79,564 84 50-75% Grass cover, Fair, HSG D 103,673 87 Weighted Average 79,564 76.75% Pervious Area 24,109 23.25% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.4 173 0.0700 0.28 Sheet Flow, Sheet Grass: Short n= 0.150 P2= 2.50" 3.6 220 0.0025 1.02 Shallow Concentrated Flow, Curb Paved Kv= 20.3 fps 14.0 393 Total Subcatchment 3E: Overland to Road Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)4 3 2 1 0 MSE 24-hr 3 1-Year Rainfall=2.48" Runoff Area=103,673 sf Runoff Volume=0.257 af Runoff Depth=1.29" Flow Length=393' Tc=14.0 min CN=87 4.10 cfs Existing Conditions MSE 24-hr 3 1-Year Rainfall=2.48"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 9HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment 4E: SW Building and Lot Runoff = 11.04 cfs @ 12.17 hrs, Volume= 0.623 af, Depth= 1.76" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 1-Year Rainfall=2.48" Area (sf) CN Description 120,551 98 Paved parking, HSG D 64,327 84 50-75% Grass cover, Fair, HSG D 184,878 93 Weighted Average 64,327 34.79% Pervious Area 120,551 65.21% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Minimum Tc Subcatchment 4E: SW Building and Lot Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)12 11 10 9 8 7 6 5 4 3 2 1 0 MSE 24-hr 3 1-Year Rainfall=2.48" Runoff Area=184,878 sf Runoff Volume=0.623 af Runoff Depth=1.76" Tc=10.0 min CN=93 11.04 cfs Existing Conditions MSE 24-hr 3 1-Year Rainfall=2.48"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 10HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment 5E: Uncontrolled to SE Runoff = 3.06 cfs @ 12.18 hrs, Volume= 0.168 af, Depth= 1.29" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 1-Year Rainfall=2.48" Area (sf) CN Description 13,402 98 Paved parking, HSG D 54,498 84 50-75% Grass cover, Fair, HSG D 67,900 87 Weighted Average 54,498 80.26% Pervious Area 13,402 19.74% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Minimum Tc Subcatchment 5E: Uncontrolled to SE Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)3 2 1 0 MSE 24-hr 3 1-Year Rainfall=2.48" Runoff Area=67,900 sf Runoff Volume=0.168 af Runoff Depth=1.29" Tc=10.0 min CN=87 3.06 cfs Existing Conditions MSE 24-hr 3 1-Year Rainfall=2.48"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 11HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Summary for Link 5L: Existing to East Inflow Area = 21.627 ac, 35.10% Impervious, Inflow Depth = 1.45" for 1-Year event Inflow = 40.82 cfs @ 12.21 hrs, Volume= 2.615 af Primary = 40.82 cfs @ 12.21 hrs, Volume= 2.615 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Link 5L: Existing to East Inflow Primary Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Inflow Area=21.627 ac 40.82 cfs 40.82 cfs Existing Conditions MSE 24-hr 3 1-Year Rainfall=2.48"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 12HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Summary for Link 6L: Existing Total Inflow Area = 23.186 ac, 34.07% Impervious, Inflow Depth = 1.44" for 1-Year event Inflow = 43.73 cfs @ 12.21 hrs, Volume= 2.784 af Primary = 43.73 cfs @ 12.21 hrs, Volume= 2.784 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Link 6L: Existing Total Inflow Primary Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Inflow Area=23.186 ac 43.73 cfs 43.73 cfs Existing Conditions MSE 24-hr 3 10-Year Rainfall=4.26"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 13HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Time span=0.00-72.00 hrs, dt=0.05 hrs, 1441 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Runoff Area=372,370 sf 19.92% Impervious Runoff Depth=2.88"Subcatchment 1E: NW Road and Lot Tc=15.0 min CN=87 Runoff=31.27 cfs 2.049 af Runoff Area=281,156 sf 39.77% Impervious Runoff Depth=3.17"Subcatchment 2E: NE Lot Tc=15.0 min CN=90 Runoff=25.57 cfs 1.703 af Runoff Area=103,673 sf 23.25% Impervious Runoff Depth=2.88"Subcatchment 3E: Overland to Road Flow Length=393' Tc=14.0 min CN=87 Runoff=8.98 cfs 0.570 af Runoff Area=184,878 sf 65.21% Impervious Runoff Depth=3.47"Subcatchment 4E: SW Building and Lot Tc=10.0 min CN=93 Runoff=20.98 cfs 1.228 af Runoff Area=67,900 sf 19.74% Impervious Runoff Depth=2.88"Subcatchment 5E: Uncontrolled to SE Tc=10.0 min CN=87 Runoff=6.68 cfs 0.374 af Inflow=84.81 cfs 5.551 afLink 5L: Existing to East Primary=84.81 cfs 5.551 af Inflow=91.11 cfs 5.925 afLink 6L: Existing Total Primary=91.11 cfs 5.925 af Total Runoff Area = 23.186 ac Runoff Volume = 5.925 af Average Runoff Depth = 3.07" 65.93% Pervious = 15.288 ac 34.07% Impervious = 7.898 ac Existing Conditions MSE 24-hr 3 10-Year Rainfall=4.26"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 14HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment 1E: NW Road and Lot Runoff = 31.27 cfs @ 12.23 hrs, Volume= 2.049 af, Depth= 2.88" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 10-Year Rainfall=4.26" Area (sf) CN Description 74,187 98 Paved parking, HSG D 298,183 84 50-75% Grass cover, Fair, HSG D 372,370 87 Weighted Average 298,183 80.08% Pervious Area 74,187 19.92% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.0 Direct Entry, Tc Subcatchment 1E: NW Road and Lot Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 MSE 24-hr 3 10-Year Rainfall=4.26" Runoff Area=372,370 sf Runoff Volume=2.049 af Runoff Depth=2.88" Tc=15.0 min CN=87 31.27 cfs Existing Conditions MSE 24-hr 3 10-Year Rainfall=4.26"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 15HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment 2E: NE Lot Runoff = 25.57 cfs @ 12.23 hrs, Volume= 1.703 af, Depth= 3.17" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 10-Year Rainfall=4.26" Area (sf) CN Description 111,802 98 Paved parking, HSG D 169,354 84 50-75% Grass cover, Fair, HSG D 281,156 90 Weighted Average 169,354 60.23% Pervious Area 111,802 39.77% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.0 Direct Entry, Tc Subcatchment 2E: NE Lot Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 MSE 24-hr 3 10-Year Rainfall=4.26" Runoff Area=281,156 sf Runoff Volume=1.703 af Runoff Depth=3.17" Tc=15.0 min CN=90 25.57 cfs Existing Conditions MSE 24-hr 3 10-Year Rainfall=4.26"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 16HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment 3E: Overland to Road Runoff = 8.98 cfs @ 12.22 hrs, Volume= 0.570 af, Depth= 2.88" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 10-Year Rainfall=4.26" Area (sf) CN Description 24,109 98 Paved parking, HSG D 79,564 84 50-75% Grass cover, Fair, HSG D 103,673 87 Weighted Average 79,564 76.75% Pervious Area 24,109 23.25% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.4 173 0.0700 0.28 Sheet Flow, Sheet Grass: Short n= 0.150 P2= 2.50" 3.6 220 0.0025 1.02 Shallow Concentrated Flow, Curb Paved Kv= 20.3 fps 14.0 393 Total Subcatchment 3E: Overland to Road Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)10 9 8 7 6 5 4 3 2 1 0 MSE 24-hr 3 10-Year Rainfall=4.26" Runoff Area=103,673 sf Runoff Volume=0.570 af Runoff Depth=2.88" Flow Length=393' Tc=14.0 min CN=87 8.98 cfs Existing Conditions MSE 24-hr 3 10-Year Rainfall=4.26"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 17HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment 4E: SW Building and Lot Runoff = 20.98 cfs @ 12.17 hrs, Volume= 1.228 af, Depth= 3.47" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 10-Year Rainfall=4.26" Area (sf) CN Description 120,551 98 Paved parking, HSG D 64,327 84 50-75% Grass cover, Fair, HSG D 184,878 93 Weighted Average 64,327 34.79% Pervious Area 120,551 65.21% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Minimum Tc Subcatchment 4E: SW Building and Lot Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 MSE 24-hr 3 10-Year Rainfall=4.26" Runoff Area=184,878 sf Runoff Volume=1.228 af Runoff Depth=3.47" Tc=10.0 min CN=93 20.98 cfs Existing Conditions MSE 24-hr 3 10-Year Rainfall=4.26"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 18HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment 5E: Uncontrolled to SE Runoff = 6.68 cfs @ 12.17 hrs, Volume= 0.374 af, Depth= 2.88" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 10-Year Rainfall=4.26" Area (sf) CN Description 13,402 98 Paved parking, HSG D 54,498 84 50-75% Grass cover, Fair, HSG D 67,900 87 Weighted Average 54,498 80.26% Pervious Area 13,402 19.74% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Minimum Tc Subcatchment 5E: Uncontrolled to SE Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)7 6 5 4 3 2 1 0 MSE 24-hr 3 10-Year Rainfall=4.26" Runoff Area=67,900 sf Runoff Volume=0.374 af Runoff Depth=2.88" Tc=10.0 min CN=87 6.68 cfs Existing Conditions MSE 24-hr 3 10-Year Rainfall=4.26"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 19HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Summary for Link 5L: Existing to East Inflow Area = 21.627 ac, 35.10% Impervious, Inflow Depth = 3.08" for 10-Year event Inflow = 84.81 cfs @ 12.21 hrs, Volume= 5.551 af Primary = 84.81 cfs @ 12.21 hrs, Volume= 5.551 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Link 5L: Existing to East Inflow Primary Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)90 85 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 Inflow Area=21.627 ac 84.81 cfs 84.81 cfs Existing Conditions MSE 24-hr 3 10-Year Rainfall=4.26"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 20HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Summary for Link 6L: Existing Total Inflow Area = 23.186 ac, 34.07% Impervious, Inflow Depth = 3.07" for 10-Year event Inflow = 91.11 cfs @ 12.21 hrs, Volume= 5.925 af Primary = 91.11 cfs @ 12.21 hrs, Volume= 5.925 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Link 6L: Existing Total Inflow Primary Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)100 95 90 85 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 Inflow Area=23.186 ac 91.11 cfs 91.11 cfs Existing Conditions MSE 24-hr 3 100-Year Rainfall=7.32"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 21HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Time span=0.00-72.00 hrs, dt=0.05 hrs, 1441 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Runoff Area=372,370 sf 19.92% Impervious Runoff Depth=5.79"Subcatchment 1E: NW Road and Lot Tc=15.0 min CN=87 Runoff=60.95 cfs 4.124 af Runoff Area=281,156 sf 39.77% Impervious Runoff Depth=6.14"Subcatchment 2E: NE Lot Tc=15.0 min CN=90 Runoff=47.83 cfs 3.301 af Runoff Area=103,673 sf 23.25% Impervious Runoff Depth=5.79"Subcatchment 3E: Overland to Road Flow Length=393' Tc=14.0 min CN=87 Runoff=17.50 cfs 1.148 af Runoff Area=184,878 sf 65.21% Impervious Runoff Depth=6.49"Subcatchment 4E: SW Building and Lot Tc=10.0 min CN=93 Runoff=37.76 cfs 2.295 af Runoff Area=67,900 sf 19.74% Impervious Runoff Depth=5.79"Subcatchment 5E: Uncontrolled to SE Tc=10.0 min CN=87 Runoff=12.98 cfs 0.752 af Inflow=160.69 cfs 10.868 afLink 5L: Existing to East Primary=160.69 cfs 10.868 af Inflow=172.88 cfs 11.620 afLink 6L: Existing Total Primary=172.88 cfs 11.620 af Total Runoff Area = 23.186 ac Runoff Volume = 11.620 af Average Runoff Depth = 6.01" 65.93% Pervious = 15.288 ac 34.07% Impervious = 7.898 ac Existing Conditions MSE 24-hr 3 100-Year Rainfall=7.32"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 22HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment 1E: NW Road and Lot Runoff = 60.95 cfs @ 12.23 hrs, Volume= 4.124 af, Depth= 5.79" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 100-Year Rainfall=7.32" Area (sf) CN Description 74,187 98 Paved parking, HSG D 298,183 84 50-75% Grass cover, Fair, HSG D 372,370 87 Weighted Average 298,183 80.08% Pervious Area 74,187 19.92% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.0 Direct Entry, Tc Subcatchment 1E: NW Road and Lot Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)65 60 55 50 45 40 35 30 25 20 15 10 5 0 MSE 24-hr 3 100-Year Rainfall=7.32" Runoff Area=372,370 sf Runoff Volume=4.124 af Runoff Depth=5.79" Tc=15.0 min CN=87 60.95 cfs Existing Conditions MSE 24-hr 3 100-Year Rainfall=7.32"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 23HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment 2E: NE Lot Runoff = 47.83 cfs @ 12.23 hrs, Volume= 3.301 af, Depth= 6.14" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 100-Year Rainfall=7.32" Area (sf) CN Description 111,802 98 Paved parking, HSG D 169,354 84 50-75% Grass cover, Fair, HSG D 281,156 90 Weighted Average 169,354 60.23% Pervious Area 111,802 39.77% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.0 Direct Entry, Tc Subcatchment 2E: NE Lot Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)50 45 40 35 30 25 20 15 10 5 0 MSE 24-hr 3 100-Year Rainfall=7.32" Runoff Area=281,156 sf Runoff Volume=3.301 af Runoff Depth=6.14" Tc=15.0 min CN=90 47.83 cfs Existing Conditions MSE 24-hr 3 100-Year Rainfall=7.32"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 24HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment 3E: Overland to Road Runoff = 17.50 cfs @ 12.22 hrs, Volume= 1.148 af, Depth= 5.79" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 100-Year Rainfall=7.32" Area (sf) CN Description 24,109 98 Paved parking, HSG D 79,564 84 50-75% Grass cover, Fair, HSG D 103,673 87 Weighted Average 79,564 76.75% Pervious Area 24,109 23.25% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.4 173 0.0700 0.28 Sheet Flow, Sheet Grass: Short n= 0.150 P2= 2.50" 3.6 220 0.0025 1.02 Shallow Concentrated Flow, Curb Paved Kv= 20.3 fps 14.0 393 Total Subcatchment 3E: Overland to Road Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 MSE 24-hr 3 100-Year Rainfall=7.32" Runoff Area=103,673 sf Runoff Volume=1.148 af Runoff Depth=5.79" Flow Length=393' Tc=14.0 min CN=87 17.50 cfs Existing Conditions MSE 24-hr 3 100-Year Rainfall=7.32"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 25HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment 4E: SW Building and Lot Runoff = 37.76 cfs @ 12.17 hrs, Volume= 2.295 af, Depth= 6.49" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 100-Year Rainfall=7.32" Area (sf) CN Description 120,551 98 Paved parking, HSG D 64,327 84 50-75% Grass cover, Fair, HSG D 184,878 93 Weighted Average 64,327 34.79% Pervious Area 120,551 65.21% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Minimum Tc Subcatchment 4E: SW Building and Lot Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 MSE 24-hr 3 100-Year Rainfall=7.32" Runoff Area=184,878 sf Runoff Volume=2.295 af Runoff Depth=6.49" Tc=10.0 min CN=93 37.76 cfs Existing Conditions MSE 24-hr 3 100-Year Rainfall=7.32"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 26HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment 5E: Uncontrolled to SE Runoff = 12.98 cfs @ 12.17 hrs, Volume= 0.752 af, Depth= 5.79" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 100-Year Rainfall=7.32" Area (sf) CN Description 13,402 98 Paved parking, HSG D 54,498 84 50-75% Grass cover, Fair, HSG D 67,900 87 Weighted Average 54,498 80.26% Pervious Area 13,402 19.74% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Minimum Tc Subcatchment 5E: Uncontrolled to SE Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 MSE 24-hr 3 100-Year Rainfall=7.32" Runoff Area=67,900 sf Runoff Volume=0.752 af Runoff Depth=5.79" Tc=10.0 min CN=87 12.98 cfs Existing Conditions MSE 24-hr 3 100-Year Rainfall=7.32"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 27HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Summary for Link 5L: Existing to East Inflow Area = 21.627 ac, 35.10% Impervious, Inflow Depth = 6.03" for 100-Year event Inflow = 160.69 cfs @ 12.21 hrs, Volume= 10.868 af Primary = 160.69 cfs @ 12.21 hrs, Volume= 10.868 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Link 5L: Existing to East Inflow Primary Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)170 160 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 Inflow Area=21.627 ac 160.69 cfs 160.69 cfs Existing Conditions MSE 24-hr 3 100-Year Rainfall=7.32"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 28HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Summary for Link 6L: Existing Total Inflow Area = 23.186 ac, 34.07% Impervious, Inflow Depth = 6.01" for 100-Year event Inflow = 172.88 cfs @ 12.21 hrs, Volume= 11.620 af Primary = 172.88 cfs @ 12.21 hrs, Volume= 11.620 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Link 6L: Existing Total Inflow Primary Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)190 180 170 160 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 Inflow Area=23.186 ac 172.88 cfs 172.88 cfs Proposed Site 1S NW Road and Lot 2S NE Lot 3S Overland to Road 4S SW Building and Lot 5S SE to Road 6S New Lot 7S Existing Lot to System 8S Roof Drain 1P Underground Filtration 1L Diversion Structure 2L Proposed To East 3L Proposed Total Routing Diagram for 21740_Underground Filtration_07112019 Prepared by {enter your company name here}, Printed 7/12/2019 HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Subcat Reach Pond Link Proposed Conditions 21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 2HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Area Listing (selected nodes) Area (acres) CN Description (subcatchment-numbers) 13.609 84 50-75% Grass cover, Fair, HSG D (1S, 2S, 3S, 4S, 5S, 6S, 7S, 8S) 10.189 98 Paved parking, HSG D (1S, 2S, 3S, 4S, 5S, 6S, 7S, 8S) 23.798 90 TOTAL AREA Proposed Conditions 21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 3HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Soil Listing (selected nodes) Area (acres) Soil Group Subcatchment Numbers 0.000 HSG A 0.000 HSG B 0.000 HSG C 23.798 HSG D 1S, 2S, 3S, 4S, 5S, 6S, 7S, 8S 0.000 Other 23.798 TOTAL AREA Proposed Conditions 21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 4HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Ground Covers (selected nodes) HSG-A (acres) HSG-B (acres) HSG-C (acres) HSG-D (acres) Other (acres) Total (acres) Ground Cover Subcatchment Numbers 0.000 0.000 0.000 13.609 0.000 13.609 50-75% Grass cover, Fair 1S, 2S, 3S, 4S, 5S, 6S, 7S, 8S 0.000 0.000 0.000 10.189 0.000 10.189 Paved parking 1S, 2S, 3S, 4S, 5S, 6S, 7S, 8S 0.000 0.000 0.000 23.798 0.000 23.798 TOTAL AREA Proposed Conditions 21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 5HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Pipe Listing (selected nodes) Line# Node Number In-Invert (feet) Out-Invert (feet) Length (feet) Slope (ft/ft) n Diam/Width (inches) Height (inches) Inside-Fill (inches) 1 1P 895.55 893.55 100.0 0.0200 0.013 24.0 0.0 0.0 2 1P 896.17 895.67 100.0 0.0050 0.013 4.0 0.0 0.0 Proposed Conditions MSE 24-hr 3 1-Year Rainfall=2.48"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 6HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Time span=0.00-72.00 hrs, dt=0.05 hrs, 1441 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Runoff Area=361,816 sf 20.50% Impervious Runoff Depth=1.29"Subcatchment 1S: NW Road and Lot Tc=15.0 min CN=87 Runoff=13.88 cfs 0.896 af Runoff Area=257,147 sf 38.66% Impervious Runoff Depth=1.44"Subcatchment 2S: NE Lot Tc=15.0 min CN=89 Runoff=10.93 cfs 0.707 af Runoff Area=88,167 sf 33.31% Impervious Runoff Depth=1.44"Subcatchment 3S: Overland to Road Flow Length=362' Tc=17.9 min CN=89 Runoff=3.44 cfs 0.242 af Runoff Area=186,667 sf 71.77% Impervious Runoff Depth=1.85"Subcatchment 4S: SW Building and Lot Tc=10.0 min CN=94 Runoff=11.59 cfs 0.661 af Runoff Area=29,051 sf 60.45% Impervious Runoff Depth=1.67"Subcatchment 5S: SE to Road Tc=10.0 min CN=92 Runoff=1.66 cfs 0.093 af Runoff Area=17,285 sf 94.30% Impervious Runoff Depth=2.14"Subcatchment 6S: New Lot Tc=10.0 min CN=97 Runoff=1.18 cfs 0.071 af Runoff Area=17,512 sf 81.41% Impervious Runoff Depth=1.94"Subcatchment 7S: Existing Lot to System Tc=10.0 min CN=95 Runoff=1.13 cfs 0.065 af Runoff Area=79,011 sf 74.42% Impervious Runoff Depth=1.85"Subcatchment 8S: Roof Drain Tc=10.0 min CN=94 Runoff=4.91 cfs 0.280 af Peak Elev=901.44' Storage=17,198 cf Inflow=8.84 cfs 0.587 afPond 1P: Underground Filtration Outflow=0.49 cfs 0.587 af Inflow=12.77 cfs 0.732 afLink 1L: Diversion Structure Primary=12.77 cfs 0.732 af Inflow=36.48 cfs 2.922 afLink 2L: Proposed To East Primary=36.48 cfs 2.922 af Inflow=38.06 cfs 3.015 afLink 3L: Proposed Total Primary=38.06 cfs 3.015 af Total Runoff Area = 23.798 ac Runoff Volume = 3.015 af Average Runoff Depth = 1.52" 57.18% Pervious = 13.609 ac 42.82% Impervious = 10.189 ac Proposed Conditions MSE 24-hr 3 1-Year Rainfall=2.48"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 7HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment 1S: NW Road and Lot Runoff = 13.88 cfs @ 12.24 hrs, Volume= 0.896 af, Depth= 1.29" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 1-Year Rainfall=2.48" Area (sf) CN Description 74,174 98 Paved parking, HSG D 287,642 84 50-75% Grass cover, Fair, HSG D 361,816 87 Weighted Average 287,642 79.50% Pervious Area 74,174 20.50% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.0 Direct Entry, Tc Subcatchment 1S: NW Road and Lot Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 MSE 24-hr 3 1-Year Rainfall=2.48" Runoff Area=361,816 sf Runoff Volume=0.896 af Runoff Depth=1.29" Tc=15.0 min CN=87 13.88 cfs Proposed Conditions MSE 24-hr 3 1-Year Rainfall=2.48"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 8HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment 2S: NE Lot Runoff = 10.93 cfs @ 12.24 hrs, Volume= 0.707 af, Depth= 1.44" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 1-Year Rainfall=2.48" Area (sf) CN Description 99,424 98 Paved parking, HSG D 157,723 84 50-75% Grass cover, Fair, HSG D 257,147 89 Weighted Average 157,723 61.34% Pervious Area 99,424 38.66% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.0 Direct Entry, Tc Subcatchment 2S: NE Lot Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)12 11 10 9 8 7 6 5 4 3 2 1 0 MSE 24-hr 3 1-Year Rainfall=2.48" Runoff Area=257,147 sf Runoff Volume=0.707 af Runoff Depth=1.44" Tc=15.0 min CN=89 10.93 cfs Proposed Conditions MSE 24-hr 3 1-Year Rainfall=2.48"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 9HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment 3S: Overland to Road Runoff = 3.44 cfs @ 12.27 hrs, Volume= 0.242 af, Depth= 1.44" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 1-Year Rainfall=2.48" Area (sf) CN Description 29,367 98 Paved parking, HSG D 58,800 84 50-75% Grass cover, Fair, HSG D 88,167 89 Weighted Average 58,800 66.69% Pervious Area 29,367 33.31% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.5 215 0.0400 0.23 Sheet Flow, Sheet Grass: Short n= 0.150 P2= 2.50" 2.4 147 0.0025 1.02 Shallow Concentrated Flow, Curb Paved Kv= 20.3 fps 17.9 362 Total Subcatchment 3S: Overland to Road Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)3 2 1 0 MSE 24-hr 3 1-Year Rainfall=2.48" Runoff Area=88,167 sf Runoff Volume=0.242 af Runoff Depth=1.44" Flow Length=362' Tc=17.9 min CN=89 3.44 cfs Proposed Conditions MSE 24-hr 3 1-Year Rainfall=2.48"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 10HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment 4S: SW Building and Lot Runoff = 11.59 cfs @ 12.17 hrs, Volume= 0.661 af, Depth= 1.85" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 1-Year Rainfall=2.48" Area (sf) CN Description 133,969 98 Paved parking, HSG D 52,698 84 50-75% Grass cover, Fair, HSG D 186,667 94 Weighted Average 52,698 28.23% Pervious Area 133,969 71.77% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Minimum Tc Subcatchment 4S: SW Building and Lot Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)12 11 10 9 8 7 6 5 4 3 2 1 0 MSE 24-hr 3 1-Year Rainfall=2.48" Runoff Area=186,667 sf Runoff Volume=0.661 af Runoff Depth=1.85" Tc=10.0 min CN=94 11.59 cfs Proposed Conditions MSE 24-hr 3 1-Year Rainfall=2.48"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 11HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment 5S: SE to Road Runoff = 1.66 cfs @ 12.17 hrs, Volume= 0.093 af, Depth= 1.67" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 1-Year Rainfall=2.48" Area (sf) CN Description 17,560 98 Paved parking, HSG D 11,491 84 50-75% Grass cover, Fair, HSG D 29,051 92 Weighted Average 11,491 39.55% Pervious Area 17,560 60.45% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Minimum Tc Subcatchment 5S: SE to Road Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)1 0 MSE 24-hr 3 1-Year Rainfall=2.48" Runoff Area=29,051 sf Runoff Volume=0.093 af Runoff Depth=1.67" Tc=10.0 min CN=92 1.66 cfs Proposed Conditions MSE 24-hr 3 1-Year Rainfall=2.48"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 12HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment 6S: New Lot Runoff = 1.18 cfs @ 12.17 hrs, Volume= 0.071 af, Depth= 2.14" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 1-Year Rainfall=2.48" Area (sf) CN Description 16,300 98 Paved parking, HSG D 985 84 50-75% Grass cover, Fair, HSG D 17,285 97 Weighted Average 985 5.70% Pervious Area 16,300 94.30% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Tc Subcatchment 6S: New Lot Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)1 0 MSE 24-hr 3 1-Year Rainfall=2.48" Runoff Area=17,285 sf Runoff Volume=0.071 af Runoff Depth=2.14" Tc=10.0 min CN=97 1.18 cfs Proposed Conditions MSE 24-hr 3 1-Year Rainfall=2.48"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 13HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment 7S: Existing Lot to System Runoff = 1.13 cfs @ 12.17 hrs, Volume= 0.065 af, Depth= 1.94" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 1-Year Rainfall=2.48" Area (sf) CN Description 14,257 98 Paved parking, HSG D 3,255 84 50-75% Grass cover, Fair, HSG D 17,512 95 Weighted Average 3,255 18.59% Pervious Area 14,257 81.41% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Minimum Tc Subcatchment 7S: Existing Lot to System Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)1 0 MSE 24-hr 3 1-Year Rainfall=2.48" Runoff Area=17,512 sf Runoff Volume=0.065 af Runoff Depth=1.94" Tc=10.0 min CN=95 1.13 cfs Proposed Conditions MSE 24-hr 3 1-Year Rainfall=2.48"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 14HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment 8S: Roof Drain Runoff = 4.91 cfs @ 12.17 hrs, Volume= 0.280 af, Depth= 1.85" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 1-Year Rainfall=2.48" Area (sf) CN Description 58,800 98 Paved parking, HSG D 20,211 84 50-75% Grass cover, Fair, HSG D 79,011 94 Weighted Average 20,211 25.58% Pervious Area 58,800 74.42% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Minimum Tc Subcatchment 8S: Roof Drain Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)5 4 3 2 1 0 MSE 24-hr 3 1-Year Rainfall=2.48" Runoff Area=79,011 sf Runoff Volume=0.280 af Runoff Depth=1.85" Tc=10.0 min CN=94 4.91 cfs Proposed Conditions MSE 24-hr 3 1-Year Rainfall=2.48"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 15HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Summary for Pond 1P: Underground Filtration Inflow Area = 4.240 ac, 55.46% Impervious, Inflow Depth = 1.66" for 1-Year event Inflow = 8.84 cfs @ 12.19 hrs, Volume= 0.587 af Outflow = 0.49 cfs @ 13.67 hrs, Volume= 0.587 af, Atten= 94%, Lag= 88.8 min Primary = 0.49 cfs @ 13.67 hrs, Volume= 0.587 af Routing by Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Peak Elev= 901.44' @ 13.67 hrs Surf.Area= 10,020 sf Storage= 17,198 cf Plug-Flow detention time= 818.6 min calculated for 0.587 af (100% of inflow) Center-of-Mass det. time= 819.0 min ( 1,613.9 - 794.9 ) Volume Invert Avail.Storage Storage Description #1A 898.50' 1,153 cf 16.40'W x 60.00'L x 4.50'H Field A 4,428 cf Overall - 1,546 cf Embedded = 2,882 cf x 40.0% Voids #2A 899.00' 1,239 cf ADS N-12 36" x 9 Inside #1 Inside= 36.1"W x 36.1"H => 7.10 sf x 20.00'L = 142.0 cf Outside= 42.0"W x 42.0"H => 8.86 sf x 20.00'L = 177.2 cf Row Length Adjustment= -6.50' x 7.10 sf x 3 rows 14.00' Header x 7.10 sf x 1 = 99.4 cf Inside #3B 898.50' 1,552 cf 15.75'W x 86.50'L x 4.50'H Field B 6,131 cf Overall - 2,251 cf Embedded = 3,880 cf x 40.0% Voids #4B 899.00' 1,803 cf ADS N-12 36" x 12 Inside #3 Inside= 36.1"W x 36.1"H => 7.10 sf x 20.00'L = 142.0 cf Outside= 42.0"W x 42.0"H => 8.86 sf x 20.00'L = 177.2 cf 3 Rows of 4 Chambers 14.00' Header x 7.10 sf x 1 = 99.4 cf Inside #5C 898.50' 2,066 cf 15.75'W x 115.50'L x 4.50'H Field C 8,186 cf Overall - 3,022 cf Embedded = 5,164 cf x 40.0% Voids #6C 899.00' 2,421 cf ADS N-12 36" x 18 Inside #5 Inside= 36.1"W x 36.1"H => 7.10 sf x 20.00'L = 142.0 cf Outside= 42.0"W x 42.0"H => 8.86 sf x 20.00'L = 177.2 cf Row Length Adjustment= -11.00' x 7.10 sf x 3 rows 14.00' Header x 7.10 sf x 1 = 99.4 cf Inside #7D 898.50' 2,526 cf 15.75'W x 141.50'L x 4.50'H Field D 10,029 cf Overall - 3,713 cf Embedded = 6,316 cf x 40.0% Voids #8D 899.00' 2,975 cf ADS N-12 36" x 21 Inside #7 Inside= 36.1"W x 36.1"H => 7.10 sf x 20.00'L = 142.0 cf Outside= 42.0"W x 42.0"H => 8.86 sf x 20.00'L = 177.2 cf Row Length Adjustment= -5.00' x 7.10 sf x 3 rows 14.00' Header x 7.10 sf x 1 = 99.4 cf Inside #9E 898.50' 4,177 cf 21.65'W x 167.50'L x 4.50'H Field E 16,319 cf Overall - 5,877 cf Embedded = 10,442 cf x 40.0% Voids #10E 899.00' 4,709 cf ADS N-12 36" x 32 Inside #9 Inside= 36.1"W x 36.1"H => 7.10 sf x 20.00'L = 142.0 cf Outside= 42.0"W x 42.0"H => 8.86 sf x 20.00'L = 177.2 cf Row Length Adjustment= +1.00' x 7.10 sf x 4 rows 19.25' Header x 7.10 sf x 1 = 136.7 cf Inside 24,621 cf Total Available Storage Proposed Conditions MSE 24-hr 3 1-Year Rainfall=2.48"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 16HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Storage Group A created with Chamber Wizard Storage Group B created with Chamber Wizard Storage Group C created with Chamber Wizard Storage Group D created with Chamber Wizard Storage Group E created with Chamber Wizard Device Routing Invert Outlet Devices #1 Primary 895.55'24.0" Round Outlet Culvert L= 100.0' Ke= 0.500 Inlet / Outlet Invert= 895.55' / 893.55' S= 0.0200 '/' Cc= 0.900 n= 0.013, Flow Area= 3.14 sf #2 Device 1 901.38'22.1" Horiz. Orifice/Grate C= 1.000 Limited to weir flow at low heads #3 Device 1 896.17'4.0" Round Drain Tile X 7.00 L= 100.0' Ke= 0.500 Inlet / Outlet Invert= 896.17' / 895.67' S= 0.0050 '/' Cc= 0.900 n= 0.013, Flow Area= 0.09 sf #4 Device 3 898.50'0.800 in/hr Exfiltration over Surface area Primary OutFlow Max=0.49 cfs @ 13.67 hrs HW=901.44' (Free Discharge) 1=Outlet Culvert (Passes 0.49 cfs of 33.46 cfs potential flow) 2=Orifice/Grate (Weir Controls 0.30 cfs @ 0.82 fps) 3=Drain Tile (Passes 0.19 cfs of 2.94 cfs potential flow) 4=Exfiltration (Exfiltration Controls 0.19 cfs) Proposed Conditions MSE 24-hr 3 1-Year Rainfall=2.48"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 17HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Pond 1P: Underground Filtration - Chamber Wizard Field A Chamber Model = ADS N-12 36" (ADS N-12® Pipe) Inside= 36.1"W x 36.1"H => 7.10 sf x 20.00'L = 142.0 cf Outside= 42.0"W x 42.0"H => 8.86 sf x 20.00'L = 177.2 cf Row Length Adjustment= -6.50' x 7.10 sf x 3 rows 42.0" Wide + 21.0" Spacing = 63.0" C-C Row Spacing 3 Chambers/Row x 20.00' Long -6.50' Row Adjustment +3.50' Header x 1 = 57.00' Row Length +18.0" End Stone x 2 = 60.00' Base Length 3 Rows x 42.0" Wide + 21.0" Spacing x 2 + 14.4" Side Stone x 2 = 16.40' Base Width 6.0" Base + 42.0" Chamber Height + 6.0" Cover = 4.50' Field Height 9 Chambers x 142.0 cf -6.50' Row Adjustment x 7.10 sf x 3 Rows + 14.00' Header x 7.10 sf = 1,238.9 cf Chamber Storage 9 Chambers x 177.2 cf -6.50' Row Adjustment x 8.86 sf x 3 Rows + 14.00' Header x 8.86 sf = 1,546.2 cf Displacement 4,428.0 cf Field - 1,546.2 cf Chambers = 2,881.7 cf Stone x 40.0% Voids = 1,152.7 cf Stone Storage Chamber Storage + Stone Storage = 2,391.6 cf = 0.055 af Overall Storage Efficiency = 54.0% Overall System Size = 60.00' x 16.40' x 4.50' 9 Chambers 164.0 cy Field 106.7 cy Stone Proposed Conditions MSE 24-hr 3 1-Year Rainfall=2.48"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 18HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Pond 1P: Underground Filtration - Chamber Wizard Field B Chamber Model = ADS N-12 36" (ADS N-12® Pipe) Inside= 36.1"W x 36.1"H => 7.10 sf x 20.00'L = 142.0 cf Outside= 42.0"W x 42.0"H => 8.86 sf x 20.00'L = 177.2 cf 42.0" Wide + 21.0" Spacing = 63.0" C-C Row Spacing 4 Chambers/Row x 20.00' Long +3.50' Header x 1 = 83.50' Row Length +18.0" End Stone x 2 = 86.50' Base Length 3 Rows x 42.0" Wide + 21.0" Spacing x 2 + 10.5" Side Stone x 2 = 15.75' Base Width 6.0" Base + 42.0" Chamber Height + 6.0" Cover = 4.50' Field Height 12 Chambers x 142.0 cf + 14.00' Header x 7.10 sf = 1,803.4 cf Chamber Storage 12 Chambers x 177.2 cf + 14.00' Header x 8.86 sf = 2,250.7 cf Displacement 6,130.7 cf Field - 2,250.7 cf Chambers = 3,880.0 cf Stone x 40.0% Voids = 1,552.0 cf Stone Storage Chamber Storage + Stone Storage = 3,355.4 cf = 0.077 af Overall Storage Efficiency = 54.7% Overall System Size = 86.50' x 15.75' x 4.50' 12 Chambers 227.1 cy Field 143.7 cy Stone Proposed Conditions MSE 24-hr 3 1-Year Rainfall=2.48"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 19HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Pond 1P: Underground Filtration - Chamber Wizard Field C Chamber Model = ADS N-12 36" (ADS N-12® Pipe) Inside= 36.1"W x 36.1"H => 7.10 sf x 20.00'L = 142.0 cf Outside= 42.0"W x 42.0"H => 8.86 sf x 20.00'L = 177.2 cf Row Length Adjustment= -11.00' x 7.10 sf x 3 rows 42.0" Wide + 21.0" Spacing = 63.0" C-C Row Spacing 6 Chambers/Row x 20.00' Long -11.00' Row Adjustment +3.50' Header x 1 = 112.50' Row Length +18.0" End Stone x 2 = 115.50' Base Length 3 Rows x 42.0" Wide + 21.0" Spacing x 2 + 10.5" Side Stone x 2 = 15.75' Base Width 6.0" Base + 42.0" Chamber Height + 6.0" Cover = 4.50' Field Height 18 Chambers x 142.0 cf -11.00' Row Adjustment x 7.10 sf x 3 Rows + 14.00' Header x 7.10 sf = 2,421.1 cf Chamber Storage 18 Chambers x 177.2 cf -11.00' Row Adjustment x 8.86 sf x 3 Rows + 14.00' Header x 8.86 sf = 3,021.6 cf Displacement 8,186.0 cf Field - 3,021.6 cf Chambers = 5,164.4 cf Stone x 40.0% Voids = 2,065.8 cf Stone Storage Chamber Storage + Stone Storage = 4,486.9 cf = 0.103 af Overall Storage Efficiency = 54.8% Overall System Size = 115.50' x 15.75' x 4.50' 18 Chambers 303.2 cy Field 191.3 cy Stone Proposed Conditions MSE 24-hr 3 1-Year Rainfall=2.48"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 20HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Pond 1P: Underground Filtration - Chamber Wizard Field D Chamber Model = ADS N-12 36" (ADS N-12® Pipe) Inside= 36.1"W x 36.1"H => 7.10 sf x 20.00'L = 142.0 cf Outside= 42.0"W x 42.0"H => 8.86 sf x 20.00'L = 177.2 cf Row Length Adjustment= -5.00' x 7.10 sf x 3 rows 42.0" Wide + 21.0" Spacing = 63.0" C-C Row Spacing 7 Chambers/Row x 20.00' Long -5.00' Row Adjustment +3.50' Header x 1 = 138.50' Row Length +18.0" End Stone x 2 = 141.50' Base Length 3 Rows x 42.0" Wide + 21.0" Spacing x 2 + 10.5" Side Stone x 2 = 15.75' Base Width 6.0" Base + 42.0" Chamber Height + 6.0" Cover = 4.50' Field Height 21 Chambers x 142.0 cf -5.00' Row Adjustment x 7.10 sf x 3 Rows + 14.00' Header x 7.10 sf = 2,974.9 cf Chamber Storage 21 Chambers x 177.2 cf -5.00' Row Adjustment x 8.86 sf x 3 Rows + 14.00' Header x 8.86 sf = 3,712.8 cf Displacement 10,028.8 cf Field - 3,712.8 cf Chambers = 6,316.0 cf Stone x 40.0% Voids = 2,526.4 cf Stone Storage Chamber Storage + Stone Storage = 5,501.3 cf = 0.126 af Overall Storage Efficiency = 54.9% Overall System Size = 141.50' x 15.75' x 4.50' 21 Chambers 371.4 cy Field 233.9 cy Stone Proposed Conditions MSE 24-hr 3 1-Year Rainfall=2.48"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 21HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Pond 1P: Underground Filtration - Chamber Wizard Field E Chamber Model = ADS N-12 36" (ADS N-12® Pipe) Inside= 36.1"W x 36.1"H => 7.10 sf x 20.00'L = 142.0 cf Outside= 42.0"W x 42.0"H => 8.86 sf x 20.00'L = 177.2 cf Row Length Adjustment= +1.00' x 7.10 sf x 4 rows 42.0" Wide + 21.0" Spacing = 63.0" C-C Row Spacing 8 Chambers/Row x 20.00' Long +1.00' Row Adjustment +3.50' Header x 1 = 164.50' Row Length +18.0" End Stone x 2 = 167.50' Base Length 4 Rows x 42.0" Wide + 21.0" Spacing x 3 + 14.4" Side Stone x 2 = 21.65' Base Width 6.0" Base + 42.0" Chamber Height + 6.0" Cover = 4.50' Field Height 32 Chambers x 142.0 cf +1.00' Row Adjustment x 7.10 sf x 4 Rows + 19.25' Header x 7.10 sf = 4,709.1 cf Chamber Storage 32 Chambers x 177.2 cf +1.00' Row Adjustment x 8.86 sf x 4 Rows + 19.25' Header x 8.86 sf = 5,877.1 cf Displacement 16,318.6 cf Field - 5,877.1 cf Chambers = 10,441.6 cf Stone x 40.0% Voids = 4,176.6 cf Stone Storage Chamber Storage + Stone Storage = 8,885.7 cf = 0.204 af Overall Storage Efficiency = 54.5% Overall System Size = 167.50' x 21.65' x 4.50' 32 Chambers 604.4 cy Field 386.7 cy Stone Proposed Conditions MSE 24-hr 3 1-Year Rainfall=2.48"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 22HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Pond 1P: Underground Filtration Inflow Primary Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)9 8 7 6 5 4 3 2 1 0 Inflow Area=4.240 ac Peak Elev=901.44' Storage=17,198 cf 8.84 cfs 0.49 cfs Proposed Conditions MSE 24-hr 3 1-Year Rainfall=2.48"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 23HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Summary for Link 1L: Diversion Structure Inflow Area = 4.682 ac, 73.68% Impervious, Inflow Depth = 1.88" for 1-Year event Inflow = 12.77 cfs @ 12.17 hrs, Volume= 0.732 af Primary = 12.77 cfs @ 12.17 hrs, Volume= 0.732 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Link 1L: Diversion Structure Inflow Primary Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 Inflow Area=4.682 ac 12.77 cfs 12.77 cfs Proposed Conditions MSE 24-hr 3 1-Year Rainfall=2.48"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 24HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Summary for Link 2L: Proposed To East Inflow Area = 23.131 ac, 42.31% Impervious, Inflow Depth = 1.52" for 1-Year event Inflow = 36.48 cfs @ 12.21 hrs, Volume= 2.922 af Primary = 36.48 cfs @ 12.21 hrs, Volume= 2.922 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Link 2L: Proposed To East Inflow Primary Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Inflow Area=23.131 ac 36.48 cfs 36.48 cfs Proposed Conditions MSE 24-hr 3 1-Year Rainfall=2.48"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 25HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Summary for Link 3L: Proposed Total Inflow Area = 23.798 ac, 42.82% Impervious, Inflow Depth = 1.52" for 1-Year event Inflow = 38.06 cfs @ 12.21 hrs, Volume= 3.015 af Primary = 38.06 cfs @ 12.21 hrs, Volume= 3.015 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Link 3L: Proposed Total Inflow Primary Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Inflow Area=23.798 ac 38.06 cfs 38.06 cfs Proposed Conditions MSE 24-hr 3 10-Year Rainfall=4.26"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 26HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Time span=0.00-72.00 hrs, dt=0.05 hrs, 1441 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Runoff Area=361,816 sf 20.50% Impervious Runoff Depth=2.88"Subcatchment 1S: NW Road and Lot Tc=15.0 min CN=87 Runoff=30.39 cfs 1.991 af Runoff Area=257,147 sf 38.66% Impervious Runoff Depth=3.07"Subcatchment 2S: NE Lot Tc=15.0 min CN=89 Runoff=22.80 cfs 1.509 af Runoff Area=88,167 sf 33.31% Impervious Runoff Depth=3.07"Subcatchment 3S: Overland to Road Flow Length=362' Tc=17.9 min CN=89 Runoff=7.19 cfs 0.517 af Runoff Area=186,667 sf 71.77% Impervious Runoff Depth=3.58"Subcatchment 4S: SW Building and Lot Tc=10.0 min CN=94 Runoff=21.58 cfs 1.278 af Runoff Area=29,051 sf 60.45% Impervious Runoff Depth=3.37"Subcatchment 5S: SE to Road Tc=10.0 min CN=92 Runoff=3.23 cfs 0.187 af Runoff Area=17,285 sf 94.30% Impervious Runoff Depth=3.91"Subcatchment 6S: New Lot Tc=10.0 min CN=97 Runoff=2.08 cfs 0.129 af Runoff Area=17,512 sf 81.41% Impervious Runoff Depth=3.69"Subcatchment 7S: Existing Lot to System Tc=10.0 min CN=95 Runoff=2.06 cfs 0.124 af Runoff Area=79,011 sf 74.42% Impervious Runoff Depth=3.58"Subcatchment 8S: Roof Drain Tc=10.0 min CN=94 Runoff=9.13 cfs 0.541 af Peak Elev=902.07' Storage=21,038 cf Inflow=17.21 cfs 1.182 afPond 1P: Underground Filtration Outflow=11.09 cfs 1.182 af Inflow=23.66 cfs 1.408 afLink 1L: Diversion Structure Primary=23.66 cfs 1.408 af Inflow=76.60 cfs 6.090 afLink 2L: Proposed To East Primary=76.60 cfs 6.090 af Inflow=79.30 cfs 6.277 afLink 3L: Proposed Total Primary=79.30 cfs 6.277 af Total Runoff Area = 23.798 ac Runoff Volume = 6.277 af Average Runoff Depth = 3.17" 57.18% Pervious = 13.609 ac 42.82% Impervious = 10.189 ac Proposed Conditions MSE 24-hr 3 10-Year Rainfall=4.26"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 27HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment 1S: NW Road and Lot Runoff = 30.39 cfs @ 12.23 hrs, Volume= 1.991 af, Depth= 2.88" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 10-Year Rainfall=4.26" Area (sf) CN Description 74,174 98 Paved parking, HSG D 287,642 84 50-75% Grass cover, Fair, HSG D 361,816 87 Weighted Average 287,642 79.50% Pervious Area 74,174 20.50% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.0 Direct Entry, Tc Subcatchment 1S: NW Road and Lot Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 MSE 24-hr 3 10-Year Rainfall=4.26" Runoff Area=361,816 sf Runoff Volume=1.991 af Runoff Depth=2.88" Tc=15.0 min CN=87 30.39 cfs Proposed Conditions MSE 24-hr 3 10-Year Rainfall=4.26"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 28HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment 2S: NE Lot Runoff = 22.80 cfs @ 12.23 hrs, Volume= 1.509 af, Depth= 3.07" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 10-Year Rainfall=4.26" Area (sf) CN Description 99,424 98 Paved parking, HSG D 157,723 84 50-75% Grass cover, Fair, HSG D 257,147 89 Weighted Average 157,723 61.34% Pervious Area 99,424 38.66% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.0 Direct Entry, Tc Subcatchment 2S: NE Lot Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 MSE 24-hr 3 10-Year Rainfall=4.26" Runoff Area=257,147 sf Runoff Volume=1.509 af Runoff Depth=3.07" Tc=15.0 min CN=89 22.80 cfs Proposed Conditions MSE 24-hr 3 10-Year Rainfall=4.26"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 29HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment 3S: Overland to Road Runoff = 7.19 cfs @ 12.26 hrs, Volume= 0.517 af, Depth= 3.07" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 10-Year Rainfall=4.26" Area (sf) CN Description 29,367 98 Paved parking, HSG D 58,800 84 50-75% Grass cover, Fair, HSG D 88,167 89 Weighted Average 58,800 66.69% Pervious Area 29,367 33.31% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.5 215 0.0400 0.23 Sheet Flow, Sheet Grass: Short n= 0.150 P2= 2.50" 2.4 147 0.0025 1.02 Shallow Concentrated Flow, Curb Paved Kv= 20.3 fps 17.9 362 Total Subcatchment 3S: Overland to Road Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)8 7 6 5 4 3 2 1 0 MSE 24-hr 3 10-Year Rainfall=4.26" Runoff Area=88,167 sf Runoff Volume=0.517 af Runoff Depth=3.07" Flow Length=362' Tc=17.9 min CN=89 7.19 cfs Proposed Conditions MSE 24-hr 3 10-Year Rainfall=4.26"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 30HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment 4S: SW Building and Lot Runoff = 21.58 cfs @ 12.17 hrs, Volume= 1.278 af, Depth= 3.58" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 10-Year Rainfall=4.26" Area (sf) CN Description 133,969 98 Paved parking, HSG D 52,698 84 50-75% Grass cover, Fair, HSG D 186,667 94 Weighted Average 52,698 28.23% Pervious Area 133,969 71.77% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Minimum Tc Subcatchment 4S: SW Building and Lot Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 MSE 24-hr 3 10-Year Rainfall=4.26" Runoff Area=186,667 sf Runoff Volume=1.278 af Runoff Depth=3.58" Tc=10.0 min CN=94 21.58 cfs Proposed Conditions MSE 24-hr 3 10-Year Rainfall=4.26"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 31HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment 5S: SE to Road Runoff = 3.23 cfs @ 12.17 hrs, Volume= 0.187 af, Depth= 3.37" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 10-Year Rainfall=4.26" Area (sf) CN Description 17,560 98 Paved parking, HSG D 11,491 84 50-75% Grass cover, Fair, HSG D 29,051 92 Weighted Average 11,491 39.55% Pervious Area 17,560 60.45% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Minimum Tc Subcatchment 5S: SE to Road Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)3 2 1 0 MSE 24-hr 3 10-Year Rainfall=4.26" Runoff Area=29,051 sf Runoff Volume=0.187 af Runoff Depth=3.37" Tc=10.0 min CN=92 3.23 cfs Proposed Conditions MSE 24-hr 3 10-Year Rainfall=4.26"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 32HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment 6S: New Lot Runoff = 2.08 cfs @ 12.17 hrs, Volume= 0.129 af, Depth= 3.91" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 10-Year Rainfall=4.26" Area (sf) CN Description 16,300 98 Paved parking, HSG D 985 84 50-75% Grass cover, Fair, HSG D 17,285 97 Weighted Average 985 5.70% Pervious Area 16,300 94.30% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Tc Subcatchment 6S: New Lot Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)2 1 0 MSE 24-hr 3 10-Year Rainfall=4.26" Runoff Area=17,285 sf Runoff Volume=0.129 af Runoff Depth=3.91" Tc=10.0 min CN=97 2.08 cfs Proposed Conditions MSE 24-hr 3 10-Year Rainfall=4.26"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 33HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment 7S: Existing Lot to System Runoff = 2.06 cfs @ 12.17 hrs, Volume= 0.124 af, Depth= 3.69" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 10-Year Rainfall=4.26" Area (sf) CN Description 14,257 98 Paved parking, HSG D 3,255 84 50-75% Grass cover, Fair, HSG D 17,512 95 Weighted Average 3,255 18.59% Pervious Area 14,257 81.41% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Minimum Tc Subcatchment 7S: Existing Lot to System Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)2 1 0 MSE 24-hr 3 10-Year Rainfall=4.26" Runoff Area=17,512 sf Runoff Volume=0.124 af Runoff Depth=3.69" Tc=10.0 min CN=95 2.06 cfs Proposed Conditions MSE 24-hr 3 10-Year Rainfall=4.26"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 34HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment 8S: Roof Drain Runoff = 9.13 cfs @ 12.17 hrs, Volume= 0.541 af, Depth= 3.58" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 10-Year Rainfall=4.26" Area (sf) CN Description 58,800 98 Paved parking, HSG D 20,211 84 50-75% Grass cover, Fair, HSG D 79,011 94 Weighted Average 20,211 25.58% Pervious Area 58,800 74.42% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Minimum Tc Subcatchment 8S: Roof Drain Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)10 9 8 7 6 5 4 3 2 1 0 MSE 24-hr 3 10-Year Rainfall=4.26" Runoff Area=79,011 sf Runoff Volume=0.541 af Runoff Depth=3.58" Tc=10.0 min CN=94 9.13 cfs Proposed Conditions MSE 24-hr 3 10-Year Rainfall=4.26"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 35HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Summary for Pond 1P: Underground Filtration Inflow Area = 4.240 ac, 55.46% Impervious, Inflow Depth = 3.35" for 10-Year event Inflow = 17.21 cfs @ 12.19 hrs, Volume= 1.182 af Outflow = 11.09 cfs @ 12.36 hrs, Volume= 1.182 af, Atten= 36%, Lag= 9.7 min Primary = 11.09 cfs @ 12.36 hrs, Volume= 1.182 af Routing by Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Peak Elev= 902.07' @ 12.36 hrs Surf.Area= 10,020 sf Storage= 21,038 cf Plug-Flow detention time= 463.6 min calculated for 1.181 af (100% of inflow) Center-of-Mass det. time= 464.3 min ( 1,246.1 - 781.8 ) Volume Invert Avail.Storage Storage Description #1A 898.50' 1,153 cf 16.40'W x 60.00'L x 4.50'H Field A 4,428 cf Overall - 1,546 cf Embedded = 2,882 cf x 40.0% Voids #2A 899.00' 1,239 cf ADS N-12 36" x 9 Inside #1 Inside= 36.1"W x 36.1"H => 7.10 sf x 20.00'L = 142.0 cf Outside= 42.0"W x 42.0"H => 8.86 sf x 20.00'L = 177.2 cf Row Length Adjustment= -6.50' x 7.10 sf x 3 rows 14.00' Header x 7.10 sf x 1 = 99.4 cf Inside #3B 898.50' 1,552 cf 15.75'W x 86.50'L x 4.50'H Field B 6,131 cf Overall - 2,251 cf Embedded = 3,880 cf x 40.0% Voids #4B 899.00' 1,803 cf ADS N-12 36" x 12 Inside #3 Inside= 36.1"W x 36.1"H => 7.10 sf x 20.00'L = 142.0 cf Outside= 42.0"W x 42.0"H => 8.86 sf x 20.00'L = 177.2 cf 3 Rows of 4 Chambers 14.00' Header x 7.10 sf x 1 = 99.4 cf Inside #5C 898.50' 2,066 cf 15.75'W x 115.50'L x 4.50'H Field C 8,186 cf Overall - 3,022 cf Embedded = 5,164 cf x 40.0% Voids #6C 899.00' 2,421 cf ADS N-12 36" x 18 Inside #5 Inside= 36.1"W x 36.1"H => 7.10 sf x 20.00'L = 142.0 cf Outside= 42.0"W x 42.0"H => 8.86 sf x 20.00'L = 177.2 cf Row Length Adjustment= -11.00' x 7.10 sf x 3 rows 14.00' Header x 7.10 sf x 1 = 99.4 cf Inside #7D 898.50' 2,526 cf 15.75'W x 141.50'L x 4.50'H Field D 10,029 cf Overall - 3,713 cf Embedded = 6,316 cf x 40.0% Voids #8D 899.00' 2,975 cf ADS N-12 36" x 21 Inside #7 Inside= 36.1"W x 36.1"H => 7.10 sf x 20.00'L = 142.0 cf Outside= 42.0"W x 42.0"H => 8.86 sf x 20.00'L = 177.2 cf Row Length Adjustment= -5.00' x 7.10 sf x 3 rows 14.00' Header x 7.10 sf x 1 = 99.4 cf Inside #9E 898.50' 4,177 cf 21.65'W x 167.50'L x 4.50'H Field E 16,319 cf Overall - 5,877 cf Embedded = 10,442 cf x 40.0% Voids #10E 899.00' 4,709 cf ADS N-12 36" x 32 Inside #9 Inside= 36.1"W x 36.1"H => 7.10 sf x 20.00'L = 142.0 cf Outside= 42.0"W x 42.0"H => 8.86 sf x 20.00'L = 177.2 cf Row Length Adjustment= +1.00' x 7.10 sf x 4 rows 19.25' Header x 7.10 sf x 1 = 136.7 cf Inside 24,621 cf Total Available Storage Proposed Conditions MSE 24-hr 3 10-Year Rainfall=4.26"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 36HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Storage Group A created with Chamber Wizard Storage Group B created with Chamber Wizard Storage Group C created with Chamber Wizard Storage Group D created with Chamber Wizard Storage Group E created with Chamber Wizard Device Routing Invert Outlet Devices #1 Primary 895.55'24.0" Round Outlet Culvert L= 100.0' Ke= 0.500 Inlet / Outlet Invert= 895.55' / 893.55' S= 0.0200 '/' Cc= 0.900 n= 0.013, Flow Area= 3.14 sf #2 Device 1 901.38'22.1" Horiz. Orifice/Grate C= 1.000 Limited to weir flow at low heads #3 Device 1 896.17'4.0" Round Drain Tile X 7.00 L= 100.0' Ke= 0.500 Inlet / Outlet Invert= 896.17' / 895.67' S= 0.0050 '/' Cc= 0.900 n= 0.013, Flow Area= 0.09 sf #4 Device 3 898.50'0.800 in/hr Exfiltration over Surface area Primary OutFlow Max=11.00 cfs @ 12.36 hrs HW=902.07' (Free Discharge) 1=Outlet Culvert (Passes 11.00 cfs of 35.54 cfs potential flow) 2=Orifice/Grate (Weir Controls 10.82 cfs @ 2.71 fps) 3=Drain Tile (Passes 0.19 cfs of 3.11 cfs potential flow) 4=Exfiltration (Exfiltration Controls 0.19 cfs) Proposed Conditions MSE 24-hr 3 10-Year Rainfall=4.26"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 37HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Pond 1P: Underground Filtration - Chamber Wizard Field A Chamber Model = ADS N-12 36" (ADS N-12® Pipe) Inside= 36.1"W x 36.1"H => 7.10 sf x 20.00'L = 142.0 cf Outside= 42.0"W x 42.0"H => 8.86 sf x 20.00'L = 177.2 cf Row Length Adjustment= -6.50' x 7.10 sf x 3 rows 42.0" Wide + 21.0" Spacing = 63.0" C-C Row Spacing 3 Chambers/Row x 20.00' Long -6.50' Row Adjustment +3.50' Header x 1 = 57.00' Row Length +18.0" End Stone x 2 = 60.00' Base Length 3 Rows x 42.0" Wide + 21.0" Spacing x 2 + 14.4" Side Stone x 2 = 16.40' Base Width 6.0" Base + 42.0" Chamber Height + 6.0" Cover = 4.50' Field Height 9 Chambers x 142.0 cf -6.50' Row Adjustment x 7.10 sf x 3 Rows + 14.00' Header x 7.10 sf = 1,238.9 cf Chamber Storage 9 Chambers x 177.2 cf -6.50' Row Adjustment x 8.86 sf x 3 Rows + 14.00' Header x 8.86 sf = 1,546.2 cf Displacement 4,428.0 cf Field - 1,546.2 cf Chambers = 2,881.7 cf Stone x 40.0% Voids = 1,152.7 cf Stone Storage Chamber Storage + Stone Storage = 2,391.6 cf = 0.055 af Overall Storage Efficiency = 54.0% Overall System Size = 60.00' x 16.40' x 4.50' 9 Chambers 164.0 cy Field 106.7 cy Stone Proposed Conditions MSE 24-hr 3 10-Year Rainfall=4.26"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 38HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Pond 1P: Underground Filtration - Chamber Wizard Field B Chamber Model = ADS N-12 36" (ADS N-12® Pipe) Inside= 36.1"W x 36.1"H => 7.10 sf x 20.00'L = 142.0 cf Outside= 42.0"W x 42.0"H => 8.86 sf x 20.00'L = 177.2 cf 42.0" Wide + 21.0" Spacing = 63.0" C-C Row Spacing 4 Chambers/Row x 20.00' Long +3.50' Header x 1 = 83.50' Row Length +18.0" End Stone x 2 = 86.50' Base Length 3 Rows x 42.0" Wide + 21.0" Spacing x 2 + 10.5" Side Stone x 2 = 15.75' Base Width 6.0" Base + 42.0" Chamber Height + 6.0" Cover = 4.50' Field Height 12 Chambers x 142.0 cf + 14.00' Header x 7.10 sf = 1,803.4 cf Chamber Storage 12 Chambers x 177.2 cf + 14.00' Header x 8.86 sf = 2,250.7 cf Displacement 6,130.7 cf Field - 2,250.7 cf Chambers = 3,880.0 cf Stone x 40.0% Voids = 1,552.0 cf Stone Storage Chamber Storage + Stone Storage = 3,355.4 cf = 0.077 af Overall Storage Efficiency = 54.7% Overall System Size = 86.50' x 15.75' x 4.50' 12 Chambers 227.1 cy Field 143.7 cy Stone Proposed Conditions MSE 24-hr 3 10-Year Rainfall=4.26"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 39HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Pond 1P: Underground Filtration - Chamber Wizard Field C Chamber Model = ADS N-12 36" (ADS N-12® Pipe) Inside= 36.1"W x 36.1"H => 7.10 sf x 20.00'L = 142.0 cf Outside= 42.0"W x 42.0"H => 8.86 sf x 20.00'L = 177.2 cf Row Length Adjustment= -11.00' x 7.10 sf x 3 rows 42.0" Wide + 21.0" Spacing = 63.0" C-C Row Spacing 6 Chambers/Row x 20.00' Long -11.00' Row Adjustment +3.50' Header x 1 = 112.50' Row Length +18.0" End Stone x 2 = 115.50' Base Length 3 Rows x 42.0" Wide + 21.0" Spacing x 2 + 10.5" Side Stone x 2 = 15.75' Base Width 6.0" Base + 42.0" Chamber Height + 6.0" Cover = 4.50' Field Height 18 Chambers x 142.0 cf -11.00' Row Adjustment x 7.10 sf x 3 Rows + 14.00' Header x 7.10 sf = 2,421.1 cf Chamber Storage 18 Chambers x 177.2 cf -11.00' Row Adjustment x 8.86 sf x 3 Rows + 14.00' Header x 8.86 sf = 3,021.6 cf Displacement 8,186.0 cf Field - 3,021.6 cf Chambers = 5,164.4 cf Stone x 40.0% Voids = 2,065.8 cf Stone Storage Chamber Storage + Stone Storage = 4,486.9 cf = 0.103 af Overall Storage Efficiency = 54.8% Overall System Size = 115.50' x 15.75' x 4.50' 18 Chambers 303.2 cy Field 191.3 cy Stone Proposed Conditions MSE 24-hr 3 10-Year Rainfall=4.26"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 40HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Pond 1P: Underground Filtration - Chamber Wizard Field D Chamber Model = ADS N-12 36" (ADS N-12® Pipe) Inside= 36.1"W x 36.1"H => 7.10 sf x 20.00'L = 142.0 cf Outside= 42.0"W x 42.0"H => 8.86 sf x 20.00'L = 177.2 cf Row Length Adjustment= -5.00' x 7.10 sf x 3 rows 42.0" Wide + 21.0" Spacing = 63.0" C-C Row Spacing 7 Chambers/Row x 20.00' Long -5.00' Row Adjustment +3.50' Header x 1 = 138.50' Row Length +18.0" End Stone x 2 = 141.50' Base Length 3 Rows x 42.0" Wide + 21.0" Spacing x 2 + 10.5" Side Stone x 2 = 15.75' Base Width 6.0" Base + 42.0" Chamber Height + 6.0" Cover = 4.50' Field Height 21 Chambers x 142.0 cf -5.00' Row Adjustment x 7.10 sf x 3 Rows + 14.00' Header x 7.10 sf = 2,974.9 cf Chamber Storage 21 Chambers x 177.2 cf -5.00' Row Adjustment x 8.86 sf x 3 Rows + 14.00' Header x 8.86 sf = 3,712.8 cf Displacement 10,028.8 cf Field - 3,712.8 cf Chambers = 6,316.0 cf Stone x 40.0% Voids = 2,526.4 cf Stone Storage Chamber Storage + Stone Storage = 5,501.3 cf = 0.126 af Overall Storage Efficiency = 54.9% Overall System Size = 141.50' x 15.75' x 4.50' 21 Chambers 371.4 cy Field 233.9 cy Stone Proposed Conditions MSE 24-hr 3 10-Year Rainfall=4.26"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 41HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Pond 1P: Underground Filtration - Chamber Wizard Field E Chamber Model = ADS N-12 36" (ADS N-12® Pipe) Inside= 36.1"W x 36.1"H => 7.10 sf x 20.00'L = 142.0 cf Outside= 42.0"W x 42.0"H => 8.86 sf x 20.00'L = 177.2 cf Row Length Adjustment= +1.00' x 7.10 sf x 4 rows 42.0" Wide + 21.0" Spacing = 63.0" C-C Row Spacing 8 Chambers/Row x 20.00' Long +1.00' Row Adjustment +3.50' Header x 1 = 164.50' Row Length +18.0" End Stone x 2 = 167.50' Base Length 4 Rows x 42.0" Wide + 21.0" Spacing x 3 + 14.4" Side Stone x 2 = 21.65' Base Width 6.0" Base + 42.0" Chamber Height + 6.0" Cover = 4.50' Field Height 32 Chambers x 142.0 cf +1.00' Row Adjustment x 7.10 sf x 4 Rows + 19.25' Header x 7.10 sf = 4,709.1 cf Chamber Storage 32 Chambers x 177.2 cf +1.00' Row Adjustment x 8.86 sf x 4 Rows + 19.25' Header x 8.86 sf = 5,877.1 cf Displacement 16,318.6 cf Field - 5,877.1 cf Chambers = 10,441.6 cf Stone x 40.0% Voids = 4,176.6 cf Stone Storage Chamber Storage + Stone Storage = 8,885.7 cf = 0.204 af Overall Storage Efficiency = 54.5% Overall System Size = 167.50' x 21.65' x 4.50' 32 Chambers 604.4 cy Field 386.7 cy Stone Proposed Conditions MSE 24-hr 3 10-Year Rainfall=4.26"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 42HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Pond 1P: Underground Filtration Inflow Primary Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 Inflow Area=4.240 ac Peak Elev=902.07' Storage=21,038 cf 17.21 cfs 11.09 cfs Proposed Conditions MSE 24-hr 3 10-Year Rainfall=4.26"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 43HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Summary for Link 1L: Diversion Structure Inflow Area = 4.682 ac, 73.68% Impervious, Inflow Depth = 3.61" for 10-Year event Inflow = 23.66 cfs @ 12.17 hrs, Volume= 1.408 af Primary = 23.66 cfs @ 12.17 hrs, Volume= 1.408 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Link 1L: Diversion Structure Inflow Primary Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)26 24 22 20 18 16 14 12 10 8 6 4 2 0 Inflow Area=4.682 ac 23.66 cfs 23.66 cfs Proposed Conditions MSE 24-hr 3 10-Year Rainfall=4.26"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 44HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Summary for Link 2L: Proposed To East Inflow Area = 23.131 ac, 42.31% Impervious, Inflow Depth = 3.16" for 10-Year event Inflow = 76.60 cfs @ 12.23 hrs, Volume= 6.090 af Primary = 76.60 cfs @ 12.23 hrs, Volume= 6.090 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Link 2L: Proposed To East Inflow Primary Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)85 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 Inflow Area=23.131 ac 76.60 cfs 76.60 cfs Proposed Conditions MSE 24-hr 3 10-Year Rainfall=4.26"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 45HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Summary for Link 3L: Proposed Total Inflow Area = 23.798 ac, 42.82% Impervious, Inflow Depth = 3.17" for 10-Year event Inflow = 79.30 cfs @ 12.23 hrs, Volume= 6.277 af Primary = 79.30 cfs @ 12.23 hrs, Volume= 6.277 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Link 3L: Proposed Total Inflow Primary Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)85 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 Inflow Area=23.798 ac 79.30 cfs 79.30 cfs Proposed Conditions MSE 24-hr 3 100-Year Rainfall=7.32"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 46HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Time span=0.00-72.00 hrs, dt=0.05 hrs, 1441 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Runoff Area=361,816 sf 20.50% Impervious Runoff Depth=5.79"Subcatchment 1S: NW Road and Lot Tc=15.0 min CN=87 Runoff=59.22 cfs 4.007 af Runoff Area=257,147 sf 38.66% Impervious Runoff Depth=6.02"Subcatchment 2S: NE Lot Tc=15.0 min CN=89 Runoff=43.22 cfs 2.962 af Runoff Area=88,167 sf 33.31% Impervious Runoff Depth=6.02"Subcatchment 3S: Overland to Road Flow Length=362' Tc=17.9 min CN=89 Runoff=13.65 cfs 1.016 af Runoff Area=186,667 sf 71.77% Impervious Runoff Depth=6.61"Subcatchment 4S: SW Building and Lot Tc=10.0 min CN=94 Runoff=38.43 cfs 2.359 af Runoff Area=29,051 sf 60.45% Impervious Runoff Depth=6.37"Subcatchment 5S: SE to Road Tc=10.0 min CN=92 Runoff=5.88 cfs 0.354 af Runoff Area=17,285 sf 94.30% Impervious Runoff Depth=6.96"Subcatchment 6S: New Lot Tc=10.0 min CN=97 Runoff=3.62 cfs 0.230 af Runoff Area=17,512 sf 81.41% Impervious Runoff Depth=6.72"Subcatchment 7S: Existing Lot to System Tc=10.0 min CN=95 Runoff=3.63 cfs 0.225 af Runoff Area=79,011 sf 74.42% Impervious Runoff Depth=6.61"Subcatchment 8S: Roof Drain Tc=10.0 min CN=94 Runoff=16.27 cfs 0.999 af Peak Elev=903.00' Storage=24,621 cf Inflow=31.49 cfs 2.239 afPond 1P: Underground Filtration Outflow=27.40 cfs 2.239 af Inflow=42.05 cfs 2.589 afLink 1L: Diversion Structure Primary=42.05 cfs 2.589 af Inflow=167.32 cfs 11.798 afLink 2L: Proposed To East Primary=167.32 cfs 11.798 af Inflow=172.80 cfs 12.152 afLink 3L: Proposed Total Primary=172.80 cfs 12.152 af Total Runoff Area = 23.798 ac Runoff Volume = 12.152 af Average Runoff Depth = 6.13" 57.18% Pervious = 13.609 ac 42.82% Impervious = 10.189 ac Proposed Conditions MSE 24-hr 3 100-Year Rainfall=7.32"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 47HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment 1S: NW Road and Lot Runoff = 59.22 cfs @ 12.23 hrs, Volume= 4.007 af, Depth= 5.79" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 100-Year Rainfall=7.32" Area (sf) CN Description 74,174 98 Paved parking, HSG D 287,642 84 50-75% Grass cover, Fair, HSG D 361,816 87 Weighted Average 287,642 79.50% Pervious Area 74,174 20.50% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.0 Direct Entry, Tc Subcatchment 1S: NW Road and Lot Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)65 60 55 50 45 40 35 30 25 20 15 10 5 0 MSE 24-hr 3 100-Year Rainfall=7.32" Runoff Area=361,816 sf Runoff Volume=4.007 af Runoff Depth=5.79" Tc=15.0 min CN=87 59.22 cfs Proposed Conditions MSE 24-hr 3 100-Year Rainfall=7.32"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 48HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment 2S: NE Lot Runoff = 43.22 cfs @ 12.23 hrs, Volume= 2.962 af, Depth= 6.02" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 100-Year Rainfall=7.32" Area (sf) CN Description 99,424 98 Paved parking, HSG D 157,723 84 50-75% Grass cover, Fair, HSG D 257,147 89 Weighted Average 157,723 61.34% Pervious Area 99,424 38.66% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.0 Direct Entry, Tc Subcatchment 2S: NE Lot Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 MSE 24-hr 3 100-Year Rainfall=7.32" Runoff Area=257,147 sf Runoff Volume=2.962 af Runoff Depth=6.02" Tc=15.0 min CN=89 43.22 cfs Proposed Conditions MSE 24-hr 3 100-Year Rainfall=7.32"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 49HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment 3S: Overland to Road Runoff = 13.65 cfs @ 12.26 hrs, Volume= 1.016 af, Depth= 6.02" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 100-Year Rainfall=7.32" Area (sf) CN Description 29,367 98 Paved parking, HSG D 58,800 84 50-75% Grass cover, Fair, HSG D 88,167 89 Weighted Average 58,800 66.69% Pervious Area 29,367 33.31% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.5 215 0.0400 0.23 Sheet Flow, Sheet Grass: Short n= 0.150 P2= 2.50" 2.4 147 0.0025 1.02 Shallow Concentrated Flow, Curb Paved Kv= 20.3 fps 17.9 362 Total Subcatchment 3S: Overland to Road Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 MSE 24-hr 3 100-Year Rainfall=7.32" Runoff Area=88,167 sf Runoff Volume=1.016 af Runoff Depth=6.02" Flow Length=362' Tc=17.9 min CN=89 13.65 cfs Proposed Conditions MSE 24-hr 3 100-Year Rainfall=7.32"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 50HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment 4S: SW Building and Lot Runoff = 38.43 cfs @ 12.17 hrs, Volume= 2.359 af, Depth= 6.61" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 100-Year Rainfall=7.32" Area (sf) CN Description 133,969 98 Paved parking, HSG D 52,698 84 50-75% Grass cover, Fair, HSG D 186,667 94 Weighted Average 52,698 28.23% Pervious Area 133,969 71.77% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Minimum Tc Subcatchment 4S: SW Building and Lot Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 MSE 24-hr 3 100-Year Rainfall=7.32" Runoff Area=186,667 sf Runoff Volume=2.359 af Runoff Depth=6.61" Tc=10.0 min CN=94 38.43 cfs Proposed Conditions MSE 24-hr 3 100-Year Rainfall=7.32"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 51HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment 5S: SE to Road Runoff = 5.88 cfs @ 12.17 hrs, Volume= 0.354 af, Depth= 6.37" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 100-Year Rainfall=7.32" Area (sf) CN Description 17,560 98 Paved parking, HSG D 11,491 84 50-75% Grass cover, Fair, HSG D 29,051 92 Weighted Average 11,491 39.55% Pervious Area 17,560 60.45% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Minimum Tc Subcatchment 5S: SE to Road Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)6 5 4 3 2 1 0 MSE 24-hr 3 100-Year Rainfall=7.32" Runoff Area=29,051 sf Runoff Volume=0.354 af Runoff Depth=6.37" Tc=10.0 min CN=92 5.88 cfs Proposed Conditions MSE 24-hr 3 100-Year Rainfall=7.32"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 52HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment 6S: New Lot Runoff = 3.62 cfs @ 12.17 hrs, Volume= 0.230 af, Depth= 6.96" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 100-Year Rainfall=7.32" Area (sf) CN Description 16,300 98 Paved parking, HSG D 985 84 50-75% Grass cover, Fair, HSG D 17,285 97 Weighted Average 985 5.70% Pervious Area 16,300 94.30% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Tc Subcatchment 6S: New Lot Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)4 3 2 1 0 MSE 24-hr 3 100-Year Rainfall=7.32" Runoff Area=17,285 sf Runoff Volume=0.230 af Runoff Depth=6.96" Tc=10.0 min CN=97 3.62 cfs Proposed Conditions MSE 24-hr 3 100-Year Rainfall=7.32"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 53HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment 7S: Existing Lot to System Runoff = 3.63 cfs @ 12.17 hrs, Volume= 0.225 af, Depth= 6.72" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 100-Year Rainfall=7.32" Area (sf) CN Description 14,257 98 Paved parking, HSG D 3,255 84 50-75% Grass cover, Fair, HSG D 17,512 95 Weighted Average 3,255 18.59% Pervious Area 14,257 81.41% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Minimum Tc Subcatchment 7S: Existing Lot to System Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)4 3 2 1 0 MSE 24-hr 3 100-Year Rainfall=7.32" Runoff Area=17,512 sf Runoff Volume=0.225 af Runoff Depth=6.72" Tc=10.0 min CN=95 3.63 cfs Proposed Conditions MSE 24-hr 3 100-Year Rainfall=7.32"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 54HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment 8S: Roof Drain Runoff = 16.27 cfs @ 12.17 hrs, Volume= 0.999 af, Depth= 6.61" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 100-Year Rainfall=7.32" Area (sf) CN Description 58,800 98 Paved parking, HSG D 20,211 84 50-75% Grass cover, Fair, HSG D 79,011 94 Weighted Average 20,211 25.58% Pervious Area 58,800 74.42% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Minimum Tc Subcatchment 8S: Roof Drain Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 MSE 24-hr 3 100-Year Rainfall=7.32" Runoff Area=79,011 sf Runoff Volume=0.999 af Runoff Depth=6.61" Tc=10.0 min CN=94 16.27 cfs Proposed Conditions MSE 24-hr 3 100-Year Rainfall=7.32"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 55HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Summary for Pond 1P: Underground Filtration Inflow Area = 4.240 ac, 55.46% Impervious, Inflow Depth = 6.34" for 100-Year event Inflow = 31.49 cfs @ 12.19 hrs, Volume= 2.239 af Outflow = 27.40 cfs @ 12.26 hrs, Volume= 2.239 af, Atten= 13%, Lag= 4.1 min Primary = 27.40 cfs @ 12.26 hrs, Volume= 2.239 af Routing by Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Peak Elev= 903.00' @ 12.26 hrs Surf.Area= 10,020 sf Storage= 24,621 cf Plug-Flow detention time= 266.9 min calculated for 2.238 af (100% of inflow) Center-of-Mass det. time= 267.8 min ( 1,038.0 - 770.2 ) Volume Invert Avail.Storage Storage Description #1A 898.50' 1,153 cf 16.40'W x 60.00'L x 4.50'H Field A 4,428 cf Overall - 1,546 cf Embedded = 2,882 cf x 40.0% Voids #2A 899.00' 1,239 cf ADS N-12 36" x 9 Inside #1 Inside= 36.1"W x 36.1"H => 7.10 sf x 20.00'L = 142.0 cf Outside= 42.0"W x 42.0"H => 8.86 sf x 20.00'L = 177.2 cf Row Length Adjustment= -6.50' x 7.10 sf x 3 rows 14.00' Header x 7.10 sf x 1 = 99.4 cf Inside #3B 898.50' 1,552 cf 15.75'W x 86.50'L x 4.50'H Field B 6,131 cf Overall - 2,251 cf Embedded = 3,880 cf x 40.0% Voids #4B 899.00' 1,803 cf ADS N-12 36" x 12 Inside #3 Inside= 36.1"W x 36.1"H => 7.10 sf x 20.00'L = 142.0 cf Outside= 42.0"W x 42.0"H => 8.86 sf x 20.00'L = 177.2 cf 3 Rows of 4 Chambers 14.00' Header x 7.10 sf x 1 = 99.4 cf Inside #5C 898.50' 2,066 cf 15.75'W x 115.50'L x 4.50'H Field C 8,186 cf Overall - 3,022 cf Embedded = 5,164 cf x 40.0% Voids #6C 899.00' 2,421 cf ADS N-12 36" x 18 Inside #5 Inside= 36.1"W x 36.1"H => 7.10 sf x 20.00'L = 142.0 cf Outside= 42.0"W x 42.0"H => 8.86 sf x 20.00'L = 177.2 cf Row Length Adjustment= -11.00' x 7.10 sf x 3 rows 14.00' Header x 7.10 sf x 1 = 99.4 cf Inside #7D 898.50' 2,526 cf 15.75'W x 141.50'L x 4.50'H Field D 10,029 cf Overall - 3,713 cf Embedded = 6,316 cf x 40.0% Voids #8D 899.00' 2,975 cf ADS N-12 36" x 21 Inside #7 Inside= 36.1"W x 36.1"H => 7.10 sf x 20.00'L = 142.0 cf Outside= 42.0"W x 42.0"H => 8.86 sf x 20.00'L = 177.2 cf Row Length Adjustment= -5.00' x 7.10 sf x 3 rows 14.00' Header x 7.10 sf x 1 = 99.4 cf Inside #9E 898.50' 4,177 cf 21.65'W x 167.50'L x 4.50'H Field E 16,319 cf Overall - 5,877 cf Embedded = 10,442 cf x 40.0% Voids #10E 899.00' 4,709 cf ADS N-12 36" x 32 Inside #9 Inside= 36.1"W x 36.1"H => 7.10 sf x 20.00'L = 142.0 cf Outside= 42.0"W x 42.0"H => 8.86 sf x 20.00'L = 177.2 cf Row Length Adjustment= +1.00' x 7.10 sf x 4 rows 19.25' Header x 7.10 sf x 1 = 136.7 cf Inside 24,621 cf Total Available Storage Proposed Conditions MSE 24-hr 3 100-Year Rainfall=7.32"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 56HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Storage Group A created with Chamber Wizard Storage Group B created with Chamber Wizard Storage Group C created with Chamber Wizard Storage Group D created with Chamber Wizard Storage Group E created with Chamber Wizard Device Routing Invert Outlet Devices #1 Primary 895.55'24.0" Round Outlet Culvert L= 100.0' Ke= 0.500 Inlet / Outlet Invert= 895.55' / 893.55' S= 0.0200 '/' Cc= 0.900 n= 0.013, Flow Area= 3.14 sf #2 Device 1 901.38'22.1" Horiz. Orifice/Grate C= 1.000 Limited to weir flow at low heads #3 Device 1 896.17'4.0" Round Drain Tile X 7.00 L= 100.0' Ke= 0.500 Inlet / Outlet Invert= 896.17' / 895.67' S= 0.0050 '/' Cc= 0.900 n= 0.013, Flow Area= 0.09 sf #4 Device 3 898.50'0.800 in/hr Exfiltration over Surface area Primary OutFlow Max=27.25 cfs @ 12.26 hrs HW=902.98' (Free Discharge) 1=Outlet Culvert (Passes 27.25 cfs of 38.37 cfs potential flow) 2=Orifice/Grate (Orifice Controls 27.06 cfs @ 10.16 fps) 3=Drain Tile (Passes 0.19 cfs of 3.33 cfs potential flow) 4=Exfiltration (Exfiltration Controls 0.19 cfs) Proposed Conditions MSE 24-hr 3 100-Year Rainfall=7.32"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 57HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Pond 1P: Underground Filtration - Chamber Wizard Field A Chamber Model = ADS N-12 36" (ADS N-12® Pipe) Inside= 36.1"W x 36.1"H => 7.10 sf x 20.00'L = 142.0 cf Outside= 42.0"W x 42.0"H => 8.86 sf x 20.00'L = 177.2 cf Row Length Adjustment= -6.50' x 7.10 sf x 3 rows 42.0" Wide + 21.0" Spacing = 63.0" C-C Row Spacing 3 Chambers/Row x 20.00' Long -6.50' Row Adjustment +3.50' Header x 1 = 57.00' Row Length +18.0" End Stone x 2 = 60.00' Base Length 3 Rows x 42.0" Wide + 21.0" Spacing x 2 + 14.4" Side Stone x 2 = 16.40' Base Width 6.0" Base + 42.0" Chamber Height + 6.0" Cover = 4.50' Field Height 9 Chambers x 142.0 cf -6.50' Row Adjustment x 7.10 sf x 3 Rows + 14.00' Header x 7.10 sf = 1,238.9 cf Chamber Storage 9 Chambers x 177.2 cf -6.50' Row Adjustment x 8.86 sf x 3 Rows + 14.00' Header x 8.86 sf = 1,546.2 cf Displacement 4,428.0 cf Field - 1,546.2 cf Chambers = 2,881.7 cf Stone x 40.0% Voids = 1,152.7 cf Stone Storage Chamber Storage + Stone Storage = 2,391.6 cf = 0.055 af Overall Storage Efficiency = 54.0% Overall System Size = 60.00' x 16.40' x 4.50' 9 Chambers 164.0 cy Field 106.7 cy Stone Proposed Conditions MSE 24-hr 3 100-Year Rainfall=7.32"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 58HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Pond 1P: Underground Filtration - Chamber Wizard Field B Chamber Model = ADS N-12 36" (ADS N-12® Pipe) Inside= 36.1"W x 36.1"H => 7.10 sf x 20.00'L = 142.0 cf Outside= 42.0"W x 42.0"H => 8.86 sf x 20.00'L = 177.2 cf 42.0" Wide + 21.0" Spacing = 63.0" C-C Row Spacing 4 Chambers/Row x 20.00' Long +3.50' Header x 1 = 83.50' Row Length +18.0" End Stone x 2 = 86.50' Base Length 3 Rows x 42.0" Wide + 21.0" Spacing x 2 + 10.5" Side Stone x 2 = 15.75' Base Width 6.0" Base + 42.0" Chamber Height + 6.0" Cover = 4.50' Field Height 12 Chambers x 142.0 cf + 14.00' Header x 7.10 sf = 1,803.4 cf Chamber Storage 12 Chambers x 177.2 cf + 14.00' Header x 8.86 sf = 2,250.7 cf Displacement 6,130.7 cf Field - 2,250.7 cf Chambers = 3,880.0 cf Stone x 40.0% Voids = 1,552.0 cf Stone Storage Chamber Storage + Stone Storage = 3,355.4 cf = 0.077 af Overall Storage Efficiency = 54.7% Overall System Size = 86.50' x 15.75' x 4.50' 12 Chambers 227.1 cy Field 143.7 cy Stone Proposed Conditions MSE 24-hr 3 100-Year Rainfall=7.32"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 59HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Pond 1P: Underground Filtration - Chamber Wizard Field C Chamber Model = ADS N-12 36" (ADS N-12® Pipe) Inside= 36.1"W x 36.1"H => 7.10 sf x 20.00'L = 142.0 cf Outside= 42.0"W x 42.0"H => 8.86 sf x 20.00'L = 177.2 cf Row Length Adjustment= -11.00' x 7.10 sf x 3 rows 42.0" Wide + 21.0" Spacing = 63.0" C-C Row Spacing 6 Chambers/Row x 20.00' Long -11.00' Row Adjustment +3.50' Header x 1 = 112.50' Row Length +18.0" End Stone x 2 = 115.50' Base Length 3 Rows x 42.0" Wide + 21.0" Spacing x 2 + 10.5" Side Stone x 2 = 15.75' Base Width 6.0" Base + 42.0" Chamber Height + 6.0" Cover = 4.50' Field Height 18 Chambers x 142.0 cf -11.00' Row Adjustment x 7.10 sf x 3 Rows + 14.00' Header x 7.10 sf = 2,421.1 cf Chamber Storage 18 Chambers x 177.2 cf -11.00' Row Adjustment x 8.86 sf x 3 Rows + 14.00' Header x 8.86 sf = 3,021.6 cf Displacement 8,186.0 cf Field - 3,021.6 cf Chambers = 5,164.4 cf Stone x 40.0% Voids = 2,065.8 cf Stone Storage Chamber Storage + Stone Storage = 4,486.9 cf = 0.103 af Overall Storage Efficiency = 54.8% Overall System Size = 115.50' x 15.75' x 4.50' 18 Chambers 303.2 cy Field 191.3 cy Stone Proposed Conditions MSE 24-hr 3 100-Year Rainfall=7.32"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 60HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Pond 1P: Underground Filtration - Chamber Wizard Field D Chamber Model = ADS N-12 36" (ADS N-12® Pipe) Inside= 36.1"W x 36.1"H => 7.10 sf x 20.00'L = 142.0 cf Outside= 42.0"W x 42.0"H => 8.86 sf x 20.00'L = 177.2 cf Row Length Adjustment= -5.00' x 7.10 sf x 3 rows 42.0" Wide + 21.0" Spacing = 63.0" C-C Row Spacing 7 Chambers/Row x 20.00' Long -5.00' Row Adjustment +3.50' Header x 1 = 138.50' Row Length +18.0" End Stone x 2 = 141.50' Base Length 3 Rows x 42.0" Wide + 21.0" Spacing x 2 + 10.5" Side Stone x 2 = 15.75' Base Width 6.0" Base + 42.0" Chamber Height + 6.0" Cover = 4.50' Field Height 21 Chambers x 142.0 cf -5.00' Row Adjustment x 7.10 sf x 3 Rows + 14.00' Header x 7.10 sf = 2,974.9 cf Chamber Storage 21 Chambers x 177.2 cf -5.00' Row Adjustment x 8.86 sf x 3 Rows + 14.00' Header x 8.86 sf = 3,712.8 cf Displacement 10,028.8 cf Field - 3,712.8 cf Chambers = 6,316.0 cf Stone x 40.0% Voids = 2,526.4 cf Stone Storage Chamber Storage + Stone Storage = 5,501.3 cf = 0.126 af Overall Storage Efficiency = 54.9% Overall System Size = 141.50' x 15.75' x 4.50' 21 Chambers 371.4 cy Field 233.9 cy Stone Proposed Conditions MSE 24-hr 3 100-Year Rainfall=7.32"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 61HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Pond 1P: Underground Filtration - Chamber Wizard Field E Chamber Model = ADS N-12 36" (ADS N-12® Pipe) Inside= 36.1"W x 36.1"H => 7.10 sf x 20.00'L = 142.0 cf Outside= 42.0"W x 42.0"H => 8.86 sf x 20.00'L = 177.2 cf Row Length Adjustment= +1.00' x 7.10 sf x 4 rows 42.0" Wide + 21.0" Spacing = 63.0" C-C Row Spacing 8 Chambers/Row x 20.00' Long +1.00' Row Adjustment +3.50' Header x 1 = 164.50' Row Length +18.0" End Stone x 2 = 167.50' Base Length 4 Rows x 42.0" Wide + 21.0" Spacing x 3 + 14.4" Side Stone x 2 = 21.65' Base Width 6.0" Base + 42.0" Chamber Height + 6.0" Cover = 4.50' Field Height 32 Chambers x 142.0 cf +1.00' Row Adjustment x 7.10 sf x 4 Rows + 19.25' Header x 7.10 sf = 4,709.1 cf Chamber Storage 32 Chambers x 177.2 cf +1.00' Row Adjustment x 8.86 sf x 4 Rows + 19.25' Header x 8.86 sf = 5,877.1 cf Displacement 16,318.6 cf Field - 5,877.1 cf Chambers = 10,441.6 cf Stone x 40.0% Voids = 4,176.6 cf Stone Storage Chamber Storage + Stone Storage = 8,885.7 cf = 0.204 af Overall Storage Efficiency = 54.5% Overall System Size = 167.50' x 21.65' x 4.50' 32 Chambers 604.4 cy Field 386.7 cy Stone Proposed Conditions MSE 24-hr 3 100-Year Rainfall=7.32"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 62HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Pond 1P: Underground Filtration Inflow Primary Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Inflow Area=4.240 ac Peak Elev=903.00' Storage=24,621 cf 31.49 cfs 27.40 cfs Proposed Conditions MSE 24-hr 3 100-Year Rainfall=7.32"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 63HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Summary for Link 1L: Diversion Structure Inflow Area = 4.682 ac, 73.68% Impervious, Inflow Depth = 6.64" for 100-Year event Inflow = 42.05 cfs @ 12.17 hrs, Volume= 2.589 af Primary = 42.05 cfs @ 12.17 hrs, Volume= 2.589 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Link 1L: Diversion Structure Inflow Primary Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Inflow Area=4.682 ac 42.05 cfs 42.05 cfs Proposed Conditions MSE 24-hr 3 100-Year Rainfall=7.32"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 64HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Summary for Link 2L: Proposed To East Inflow Area = 23.131 ac, 42.31% Impervious, Inflow Depth = 6.12" for 100-Year event Inflow = 167.32 cfs @ 12.21 hrs, Volume= 11.798 af Primary = 167.32 cfs @ 12.21 hrs, Volume= 11.798 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Link 2L: Proposed To East Inflow Primary Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)180 170 160 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 Inflow Area=23.131 ac 167.32 cfs 167.32 cfs Proposed Conditions MSE 24-hr 3 100-Year Rainfall=7.32"21740_Underground Filtration_07112019 Printed 7/12/2019Prepared by {enter your company name here} Page 65HydroCAD® 10.00-20 s/n 01876 © 2017 HydroCAD Software Solutions LLC Summary for Link 3L: Proposed Total Inflow Area = 23.798 ac, 42.82% Impervious, Inflow Depth = 6.13" for 100-Year event Inflow = 172.80 cfs @ 12.21 hrs, Volume= 12.152 af Primary = 172.80 cfs @ 12.21 hrs, Volume= 12.152 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Link 3L: Proposed Total Inflow Primary Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)190 180 170 160 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 Inflow Area=23.798 ac 172.80 cfs 172.80 cfs Our Lady of Grace Stormwater Management Plan Page 8 APPENDIX C – GEOTECHNICAL REPORT I hereby certify this report was prepared by me or under my direct supervision, and I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. By: _________________________ Max Moreland, P.E. License No. 52665 Date: _July 3, 2019______________ Traffic Impact Study Our Lady of Grace Expansion Edina, Minnesota Traffic Impact Study i Our Lady of Grace Expansion Executive Summary Background: Our Lady of Grace Catholic Church and School is proposing an expansion to the campus located on the southwest corner of the Eden Avenue & TH 100 interchange in Edina, Minnesota. The purpose of this study is to determine the traffic impacts associated with the build out of the proposed development on the study roads and intersections where significant impact is anticipated. Mitigation measures will be analyzed and recommended if traffic operations are expected to be below traffic engineering standards. It should be noted minor impacts are expected on corridors not analyzed in this study and improvements along those corridors may be needed in the future to accommodate incremental traffic growth from this and other area developments. Results: The principal findings of this study are: • The proposed expansion of Our Lady of Grace is expected to generate approximately 1,380 new trips during an average weekday, 300 new trips during the a.m. peak hour and 190 new trips during the p.m. peak hour. • The surrounding roadway corridors are anticipated to be able to accommodate the traffic from this expansion. • Most study intersections are forecast to operate acceptably through the 2030 Build scenarios. • In the 2030 No-Build scenario, the Eden Avenue/Normandale Road intersection is forecast to have higher than desired delays in the a.m. peak period. • In the 2030 Build scenario, the Eden Avenue/Normandale Road intersection is forecast to have higher than desired delays in the a.m. and p.m. peak periods. • The northbound queues at Eden Avenue/Site Access are long in all weekday peak hour scenarios. • Traffic operations within the site during school peak periods are orderly. The afternoon pickup period lasts for approximately 15 minutes after school is released. Recommendations: The following items are recommended based on the analyses contained in this study: • Once the K-8 school experiences a growth in student population of 110 students more than the current student enrollment (totaling 770 students compared to the existing 660 students), either: o The K-8 school have at least two start and end times that vary by at least 15 minutes. Or o A single lane roundabout be constructed at Eden Avenue/Normandale Road. • Additional bicycle parking stalls be included on site as needed. • A new one-way road connecting to Normandale Road south of the Central Access not be constructed. Traffic Impact Study ii Our Lady of Grace Expansion TABLE OF CONTENTS 1. Introduction ............................................................................... 1 2. Existing Conditions ................................................................... 3 3. Forecasted Traffic ..................................................................... 8 4. Corridor & Intersection Analyses........................................... 10 5. Site Analyses ........................................................................... 19 6. Conclusions and Recommendations ..................................... 22 7. Appendix .................................................................................. 23 LIST OF TABLES & CHARTS Table 1 – Study Corridor Characteristics ............................................................................... 3 Figure 1 – Existing Study Intersections .................................................................................. 4 Figure 2 – Weekday Daily Volumes ......................................................................................... 5 Figure 3 – Sunday Daily Volumes ........................................................................................... 6 Table 2 – Vehicle Volumes On Site ......................................................................................... 6 Table 3 – Site Access Usage ................................................................................................... 7 Table 4 – New Weekday Trip Generation ................................................................................ 8 Chart 1 – Study Corridor Volume to Capacity ...................................................................... 10 Chart 2 – Peak Hour Delays: Signal Controlled Intersections ............................................ 11 Chart 3 – Peak Hour Delays: All-Way Stop Sign Controlled Intersections ........................ 12 Chart 4 – A.M. Peak Hour Queues: Side Street Stop Sign Controlled Intersections ........ 13 Chart 5 – P.M. Peak Hour Queues: Side Street Stop Sign Controlled Intersections ......... 13 Chart 6 – Sunday Peak Hour Queues: Side Street Stop Sign Controlled Intersections ... 14 Figure 4 – Eden Ave/Normandale Rd Roundabout Concept ............................................... 16 Chart 7 – Peak Hour Delays: Eden Ave/Normandale Rd with Mitigation ........................... 17 Table 5 – Peak Period Parking Demands from ITE Parking Generation ............................ 19 Figure 5 – Proposed School & Preschool Pick-up/Drop-off Operations ............................ 20 Traffic Impact Study 1 Our Lady of Grace Expansion 1. Introduction a. Proposed Expansion Our Lady of Grace Catholic Church and School is proposing an expansion to the campus located on the southwest corner of the Eden Avenue & TH 100 interchange in Edina, Minnesota. Following are key attributes of the proposed development: i. Access to the site will remain at the three accesses along Normandale Road and one access on Eden Avenue per the concept development plan shown in the Appendix. ii. The proposed expansion will include the addition of a rectory, parish life center, gymnasium/school addition and preschool. iii. Addition of a new parking area including at least 35 accessible parking stalls bringing the total vehicles parking on site to 461 spaces. iv. Addition of bicycle parking spaces on site as well as two pedestrian pathways throughout the large eastern parking lot. v. Enrollment for the school is forecast to grow from the current 660 students to 1,000 students in 10 to 15 years, including the 120-student preschool. vi. The development is expected to be fully occupied by 2030 for the purposes of this study. b. Purpose of Study The purpose of this study is to determine the traffic impacts associated with the build out of the proposed expansion. The traffic impacts are studied on the roads and intersections where significant impact is anticipated, and improvements are recommended where mitigation is needed. For those not familiar with the general concepts and terms associated with traffic engineering, The Language of Traffic Engineering guide is included in the Appendix. c. Study Objectives The objectives of this study are: i. Document how the study intersections and roadways currently operate. ii. Forecast the amount of traffic expected to be generated by the proposed expansion. iii. Determine how the study intersections and roadways will operate in the future with and without the proposed expansion. iv. Recommend appropriate mitigation measures, if poor operations are identified. v. Document the existing parking demand for the site and forecast the future parking demand for the site. vi. Review the existing and future site layouts and recommend changes, if any, to improve safety and circulation. The roadways corridors studied in this document include those surrounding the proposed site, which are: i. Vernon Avenue ii. Eden Avenue Traffic Impact Study 2 Our Lady of Grace Expansion iii. Normandale Road/Arcadia Ave iv. Grange Road/Willson Road For the purposes of this traffic study, the study intersections closest to the proposed development and where the greatest impact is expected were chosen for review and include: i. Eden Avenue/Site Access ii. Normandale Road/Northern Site Access iii. Normandale Road/Central Access iv. Normandale Road/Southern Access v. Vernon Avenue/Eden Avenue vi. Eden Avenue/Normandale Road vii. Eden Avenue/Grange Road It should be noted traffic expected from the proposed expansion will have minor impacts on other corridors and intersections beyond those studied here. Furthermore, this study does not account for existing roadway conditions such as pavement quality or appropriate drainage. Traffic Impact Study 3 Our Lady of Grace Expansion 2. Existing Conditions a. Corridor Characteristics As mentioned, the proposed site is located on the southwest corner of the Eden Avenue & TH 100 interchange in Edina, Minnesota. Table 1 shows the characteristics of the key roadway corridors around this site and within the study area. Table 1 – Study Corridor Characteristics Name Designation1 Classification2 Speed Limit Lanes Transit3 Peds/ Bicycles Vernon Ave S Hennepin CSAH 158 A Minor Arterial 30 mph 4 divided 3 routes 9 buses Sidewalks both sides Eden Ave Edina MSA 163 Minor Collector 30 mph 3 undivided 2 routes 6 buses Sidewalks both sides east of Normandale Sidewalk south side west of Normandale Normandale Rd Edina MSA 178 Minor Collector 30 mph4 2 undivided 1 route 3 buses Sidewalks west side Grange Rd Local Minor Collector 30 mph 2 undivided None No sidewalks Arcadia Ave Local Minor Collector 30 mph 2 undivided None Sidewalk east side Willson Rd Local Minor Collector 30 mph 2 undivided None Sidewalks west side 1 CSAH = County State Aid Highway, MSA = Municipal State Aid Route. 2 City of Edina 2008 Comprehensive Plan Update 3 Number of routes around the proposed site followed by the frequency of transit service during the peak periods. 4 20 mph school speed zone. b. Study Intersection Characteristics The Vernon Avenue/Eden Avenue is under signalized control. The Eden Avenue/Normandale Road and Eden Avenue/Grange Road intersections are under all- way stop control. The site access intersections are under side-street stop control. Figure 1 shows the existing traffic control and lane configuration at the study intersections. Traffic Impact Study 4 Our Lady of Grace Expansion Figure 1 – Existing Study Intersections c. Traffic Volumes Intersection video was collected at the existing study intersections under normal weekday conditions in May 2019 as well as on a Sunday in June 2019. Using these videos, 48-hour turning movement counts were obtained at the study intersections. The weekday a.m. and p.m. peak hours for site traffic were found to be from 7:45 to 8:45 a.m. and 2:45 to 3:45 p.m. The Sunday peak hour for the site was found to be 10:30 to 11:30 a.m. The counts from these three peak hours were used at the study intersections for analysis. Sunday data was not collected at the Eden Avenue/Normandale Road intersection but volumes on the roadway are known from the counts at the surrounding intersections and turning movement counts could be approximated for the Sunday peak Traffic Impact Study 5 Our Lady of Grace Expansion hour. The turning movement count data from the counts is contained in fifteen-minute intervals in the Appendix. Based on the turning movement volumes, the current daily weekday and Sunday traffic volumes on each study corridor are shown in Figures 2 and 3. Figure 2 – Weekday Daily Volumes Traffic Impact Study 6 Our Lady of Grace Expansion Figure 3 – Sunday Daily Volumes d. Site Volumes The site has three main parking areas; the southwest lot with 60 spaces, the northwest lot with 45 spaces and the east lot with 323 spaces. Not including parallel parking or a few garage spaces along the southern edge of the site, there are a total of 428 parking spaces on site. From the turning movement counts at the four site access points, volumes within the Our Lady of Grace site can be found. The peak vehicle volumes on site that were found are shown in Table 2. Table 2 – Vehicle Volumes On Site Time Period Time Vehicles On Site Weekday Morning 9:00 a.m. 209 Weekday Midday 12:00 p.m. 97 Weekday Afternoon 3:00 p.m. 172 Weekday Evening 6:45 p.m. 171 Sunday 10:00 a.m. 273 As shown in Table 2, the time with the highest number of vehicles on site is during Sundays. All peak parking periods are well within the capacity of the parking lot. Traffic Impact Study 7 Our Lady of Grace Expansion e. Site Operations Review Using a combination of intersection cameras, drone footage and on-site visits, the operations at the site were reviewed. The area of focus is the start and end times for the school. Overall, it was found that operations run very smoothly at this school compared to others Spack Consulting has reviewed. Pickups and drop-offs occur in an orderly fashion in designated areas without many vehicles being parked or stopping throughout the site. In the a.m. period, there were approximately 145 car drop offs in addition to 14 buses. Bus drop-offs occur on the east side of the eastern lot while car drop-offs occur in the southwest lot. The queue for vehicle drop-offs was fully contained in the southwest lot. In the p.m. period, there were approximately 75 car pickups that occurred with 23 buses picking up students. Buses were located on the east side of the east lot with cars using the southwest lot. The queue of cars extended into and around the northwest lot at its peak totaling approximately 1,500 feet. In both periods, very few cars used the Normandale Road access points compared to the Eden Avenue access point with buses exclusively using the two northern Normandale Road access points. Table 3 shows the percentages of site traffic using the different access points in different time periods. Table 3 – Site Access Usage Time Period Eden Ave Access Northern Normandale Rd Access Central Normandale Rd Access Southern Normandale Rd Access Weekday AM Peak Hour 79% 10% 6% 6% Weekday PM Peak Hour 72% 16% 7% 5% Weekday Daily 64% 16% 9% 11% Sunday Peak Hour 55% 23% 15% 7% Sunday Daily 55% 23% 15% 7% Traffic Impact Study 8 Our Lady of Grace Expansion 3. Forecasted Traffic a. Site Traffic Forecasting A trip generation analysis was performed for the development site based on the methods published in the Institute of Transportation Engineers (ITE) Trip Generation Manual, 10th Edition. The ITE manual compiles studies from across the country to provide a national average traffic for various land uses. Trip generation rates for the school expansion and preschool addition are based on the collected counts at Our Lady of Grace. Per the procedure in the Trip Generation Manual, local trip generation data is used when possible and supplemented with national ITE data when local data is not available. The rates collected at Our Lady of Grace are slightly lower than those from the ITE manual for private K-8 schools as well as daycare centers. The main increase in trips due to this expansion is anticipated to be from the expansion of the school. To conservatively account for an increase in trips due to the relocation and expansion of the parish offices, trips due to three thousand square feet of new office are included in the forecasts. Sunday increases in traffic volumes are not anticipated as a part of this expansion. The resultant new trips generated by the proposed expansion are shown in Table 4. A detailed trip generation table showing the exact breakdowns is provided in the Appendix. Table 4 – New Weekday Trip Generation Land Use Code – Source Description & Size Daily AM Peak Hour PM Peak Hour In Out In Out In Out 220 - ITE Rectory (multi-family housing, low rise) – 2 units 8 8 0 1 1 0 OLG Preschool – 120 students 236 236 60 44 33 33 OLG Private K-8 School – 220 students 432 432 111 80 60 60 710 - ITE Admin Offices (general office) – 3,000 feet2 15 15 3 0 0 3 1 OLG = Trip generation data collected from existing Our Lady of Grace school. Our Lady of Grace School has indicated that the preschool start and end times will not line up with the K-8 school start and end times. Therefore, for the future analysis only the new trip generation due to the K-8 school is added to the weekday a.m. and p.m. peak hour volumes. A trip distribution pattern was developed for the generated traffic going to and from the proposed development. This pattern is based on the existing traffic volumes, site access and access to the regional transportation system. The general trip distribution pattern for this study is: Traffic Impact Study 9 Our Lady of Grace Expansion i. 10% of the generated traffic to/from the south/west on Vernon Avenue. ii. 10% of the generated traffic to/from the north on Vernon Avenue. iii. 30% of the generated traffic to/from the north on TH 100 via Arcadia Avenue & Grange Road. iv. 30% of the generated traffic to/from the south on TH 100 via Eden Avenue. v. 5% of the generated traffic to/from the east on Eden Avenue. vi. 15% of the generated traffic to/from the south on Normandale Road. Traffic generated by the site development was assigned to the area roadways per this distribution pattern. b. Non-site Traffic Forecasting The impacts of the proposed development are studied in the year 2030. To forecast future traffic volumes in the study area outside of the proposed expansion’s traffic, the general growth in traffic is considered. Based on future year 2040 forecast from the Draft Edina Comprehensive Plan from May 2019, a growth rate of approximately 0.3% per year is anticipated for the area. Using that annual rate leads to a 3% growth rate between 2019 and 2030. This growth rate was applied to all movements in the study network except for those directly accessing Our Lady of Grace, since those movements will only be increased with the development’s forecast trip generation. Applying this background growth rate to the existing traffic volumes established the 2030 No-Build forecasts. c. Total Traffic Traffic forecasts were developed for the 2030 Build scenarios by adding the traffic generated by the proposed development to the non-site forecast volumes. The resultant 2030 Build peak hour forecasts are shown in a figure in the Appendix. Traffic Impact Study 10 Our Lady of Grace Expansion 4. Corridor & Intersection Analyses a. Corridor Vehicular Analysis While many factors contribute to a road feeling congested, the two biggest factors are volume, how many vehicles are using the road, and capacity, how many vehicles the road can accommodate a day. Transportation professionals use these pieces of information to create a ratio of volume to capacity. For example, a road with a volume to capacity ratio of 1.0, where the traffic demand is nearly equal to the traffic supply, will feel congested to motorists. Below is a rough guide of the daily traffic volumes different types of roads can accommodate based on Exhibits 16-16 and 12-39 of the Highway Capacity Manual, 6th Edition. If the Average Daily Traffic (ADT) volume on a roadway is below the threshold, then it is considered un-congested. If the daily volume falls inside the range, the road is almost congested, and if the daily volume is over the threshold the road is congested. • 2-Lane (one in each direction with left turn lanes at busy intersections and coordinated signals), undivided streets, are considered congested with a volume between 8,900 to 18,300 vehicles per day. • 4-Lane, undivided streets (two in each direction with left turn lanes at busy intersections and coordinated signals), – 18,600 to 36,800 vehicles per day. • 6-Lane, divided streets (three in each direction with left turn lanes at busy intersections and coordinated signals), – 29,100 to 55,300 vehicles per day. To provide an initial planning level screening, Chart 1 provides volume to capacity ratios of the study corridors during each of the study years to determine if any of the roadway corridors are candidates for additional through lanes. As seen in Chart 1, corridor volumes are expected to remain within capacity through the study scenarios. Chart 1 – Study Corridor Volume to Capacity Congested: volume/capacity of 1.0 0 0.2 0.4 0.6 0.8 1 1.2 Eden Ave Normandale Rd Vernon Ave Arcadia Ave Grange RdVolume to Capacity RatioExisting 2030 No-Build 2030 Build Traffic Impact Study 11 Our Lady of Grace Expansion b. Intersection Vehicular Analysis Individual intersections can perform poorly during peak periods while the overall roadway corridor is operating with an uncongested daily volume to capacity ratio lower than 1.0. Therefore, capacity analyses are performed for the study intersections to determine if they need improvements such as turn lanes or an upgrade in traffic control. The existing and forecasted turning movement volumes along with the existing intersection configurations and traffic control were used to develop the average delay per intersection in each study scenario. The delay calculations were done in accordance with the Highway Capacity Manual, 6th Edition using the Vistro software package. The full calculations for each study scenario, including Level of Service (LOS) grades and queue lengths, are included in the Appendix. Also, included in the Appendix is a guide explaining the Level of Service grade concept. Chart 2 shows the average peak hour delay per traffic signal controlled intersection for each study scenario. The LOS D/E boundary of 55 seconds of delay per vehicle is considered the threshold between acceptable and unacceptable traffic signal operation in Minnesota. Signal timing was provided by Hennepin County. Chart 2 – Peak Hour Delays: Signal Controlled Intersections Chart 3 shows the average peak hour delay per all way stop sign controlled intersection for each study scenario. The LOS D/E boundary of 35 seconds of delay per vehicle is considered the threshold between acceptable and unacceptable all-way stop and roundabout operation in Minnesota. The Highway Capacity Manual sets the threshold lower at all-way stop signs and roundabouts then at traffic signal controlled intersections based on the theory motorists have more patience at traffic signal controlled intersections and accept longer delays at a red light. 0 10 20 30 40 50 60 Vernon Ave/Eden Ave - AM Vernon Ave/Eden Ave - PM Vernon Ave/Eden Ave - SundayAverage Delay (seconds)Existing 2030 No-Build 2030 Build LOS E = 55s LOS C = 20s Traffic Impact Study 12 Our Lady of Grace Expansion Chart 3 – Peak Hour Delays: All-Way Stop Sign Controlled Intersections Chart 4 (a.m. peak hour), Chart 5 (p.m. peak hour) and Chart 6 (Sunday peak hour) show the 95th percentile queue lengths on the busiest stop sign controlled approach at intersections with side street stop sign control. Average delays are not calculated for intersections with side street stop sign control because the vast majority of vehicles going through the intersection are on the main roadway and have zero delay, which leads to low overall average delays. At side street stop sign controlled approaches to busy roadways, the average delay for all the vehicles on the approach often exceeds 60 seconds. This can be the case for a few vehicles waiting at the stop sign where improvements would not be justified due to the low traffic volume. Based on our experience, improvements are not warranted at these types of intersections until the 95th percentile queue at a stop sign is in the five to ten vehicle range. 0 10 20 30 40 50 60 70 Eden Ave/Normandale Rd - AM Eden Ave/Normandale Rd - PM Eden Ave/Normandale Rd - Sunday Eden Ave/Grange Rd - AM Eden Ave/Grange Rd - PM Eden Ave/Grange Rd - SundayAverage Delay (seconds)Existing 2030 No-Build 2030 Build LOS E = 35s LOS C = 15s Traffic Impact Study 13 Our Lady of Grace Expansion Chart 4 – A.M. Peak Hour Queues: Side Street Stop Sign Controlled Intersections Chart 5 – P.M. Peak Hour Queues: Side Street Stop Sign Controlled Intersections 0 2 4 6 8 10 12 14 16 18 Eden Ave/Site Access - NB Normandale Rd/North Access - EB Normandale Rd/Central Access - EB Normandale Rd/South Access - EB95th Percentile Queues (vehicles)Existing 2030 No-Build 2030 Build Queue = 10 Queue = 5 0 2 4 6 8 10 12 14 16 18 20 Eden Ave/Site Access - NB Normandale Rd/North Access - EB Normandale Rd/Central Access - EB Normandale Rd/South Access - EB95th Percentile Queues (vehicles)Existing 2030 No-Build 2030 Build Queue = 10 Queue = 5 Traffic Impact Study 14 Our Lady of Grace Expansion Chart 6 – Sunday Peak Hour Queues: Side Street Stop Sign Controlled Intersections As seen in Charts 2 through 6, most of the study intersections are forecast to have acceptable operations through the 2030 Build scenarios with the exception of the Eden Avenue/Normandale Road intersection and the Eden Avenue/Site Access intersection. The three site accesses on Normandale Road experience lower volumes, both from the site and on the through road, than the access on Eden Avenue. These accesses are not anticipated to need additional outbound lanes to accommodate future traffic increases. c. Vehicular Mitigation Analysis Per the above analyses, most of the study intersections and corridors will operate acceptably throughout the study scenarios. However, the following intersections and corridors are identified as having sub-standard operation in the following scenarios: i. Eden Avenue/Normandale Road in the 2030 No-Build a.m., 2030 Build a.m. and 2030 Build p.m. scenarios. ii. Eden Avenue/Site Access in all a.m. and p.m. scenarios. It is noted that the Eden Avenue/Normandale Road intersection has slightly higher delays than desired in the 2030 No-Build scenario. However, the average delays are only slightly into the LOS E range and are only present for a portion of the peak hour. Because of that, mitigation would not be needed if traffic volumes were at those levels. Eden Avenue/Normandale Road For Eden Avenue/Normandale Road, the eastbound and westbound approaches have the highest volumes. With two lanes already present on each of these approaches at 0 2 4 6 8 10 12 Eden Ave/Site Access - NB Normandale Rd/North Access - EB Normandale Rd/Central Access - EB Normandale Rd/South Access - EB95th Percentile Queues (vehicles)Existing 2030 No-Build 2030 Build Queue = 10 Queue = 5 Traffic Impact Study 15 Our Lady of Grace Expansion the intersection, there is an inability to add additional through lanes on Eden Avenue without impacting the bridge over TH 100. Three options therefore remain: • Make no changes • Make a traffic control change • Decrease traffic volumes The high delays at this intersection during the peak hours analyzed are a direct result of school related traffic from Our Lady of Grace. The school traffic occurs in high volumes over short periods of time, as is the case at many schools. Because of those intense peaks in traffic, the Eden Avenue/Normandale Road intersection operates with high delays and long queue lengths during the school peaks. However, those peaks last for less than 30 minutes during both the a.m. and p.m. school peak periods. Outside of those periods this intersection operates with acceptable levels of delay and queue. Since the periods of poor operations are short, the intersection could be left as it is today and the levels of queueing and delay could continue to be tolerated during those periods. This approach is typical for access points to a school, but less so for public intersections, though this intersection is very closely spaced to school access points. Another option would be to change the traffic control. This location is unlikely to meet signal warrants outside of the peak periods, so the traffic control type that would allow for the best vehicle operations during all hours of the day would be a single lane roundabout. Figure 4 shows a rough sketch of how a roundabout at this intersection would fit. Note that the southbound access onto TH 100 could be converted to a right- turn only with any vehicle wishing to turn left onto the TH 100 ramp being able to utilize the roundabout to make that maneuver. This removes a merging conflict point. A five- leg roundabout could also be constructed to bring the TH 100 ramp entry directly into the roundabout. Pedestrian crossings would be able to be included on all legs of the roundabout. Traffic Impact Study 16 Our Lady of Grace Expansion Figure 4 – Eden Ave/Normandale Rd Roundabout Concept Even with the addition of westbound U-turns at the roundabout, the 2030 Build scenarios would operate with acceptable delays well under what they are with today’s traffic volumes. While the intersection is busiest during the peak periods of the school, it is relatively busy throughout the day. On a weekday, Our Lady of Grace vehicles account for approximately 13% of the entire traffic going through the Eden Avenue/Normandale Road intersection. A roundabout at this location would improve operations throughout the entire day and would therefore be a benefit to a significant amount of vehicles not related to the school. While the conversion to a roundabout would improve intersection operations, another way to improve operations would be to reduce the vehicle demand at the intersection. The 2030 Build analysis was conducted assuming the growth of the K-8 school to be 880 students, up from the current 660 students. It was also assumed that there is one starting and one ending time for the school. If the starting and ending times for different grades were staggered into two or more groups and did not occur at the same time, the vehicles going to and from the site would be spread out over a longer period of time. That would remove the intense peaking of traffic volumes which causes poor operations at this intersection as well as the site access. Chart 7 shows forecast peak hour delays at the Eden Avenue/Normandale Road for the a.m. and p.m. peak hours with the two mitigation options. Traffic Impact Study 17 Our Lady of Grace Expansion Chart 7 – Peak Hour Delays: Eden Ave/Normandale Rd with Mitigation As seen in Chart 7, the conversion to a roundabout would significantly decrease peak hour delays. A staggered start/end time would also improve the peak hour delays. The a.m. peak hour would still be in the LOS E range, but, as mentioned before, this would only be for a portion of the peak hour. Based on these results, it is recommended that the K-8 school have at least two starting and ending times at least 15 minutes apart from each other. These times should also be staggered from the preschool start and end times. If these items are not feasible for the school to do, the conversion to a single lane roundabout is recommended. Either of these mitigations would only be needed if the K-8 school realizes a large portion of the full growth of 220 students it is anticipating. If school population does not grow, intersection operations will resemble the 2030 No-Build levels and mitigation would not be needed. For the 2030 Build scenario in the a.m. peak hour, the Eden Avenue/Normandale Road intersection begins to operate with LOS F levels of delay when the K-8 school population is increased by 110 students (770 total students as compared to the current enrollment of 660 students). It is at that level of K-8 school growth that mitigation of either staggered start/end times or a roundabout would be needed. With the preschool traffic not occurring at the same time as the K-8 traffic, the addition of that land use will not present the need for mitigation. Eden Avenue/Site Access The northbound queues on the site access at Eden Avenue are currently long during the peak periods and are anticipated to grow with the addition of school related traffic. These queues currently are and will be contained within the site without spilling onto public roadways. As discussed, long queues and delays are common and expected around schools during their peak periods. Though these queues are longer than would 0 5 10 15 20 25 30 35 40 45 50 Eden Ave/Normandale Rd - AM Eden Ave/Normandale Rd - PMAverage Delay (seconds)2030 Build - Roundabout 2030 Build - Staggered Release LOS E = 35s LOS C = 15s Traffic Impact Study 18 Our Lady of Grace Expansion be desired at an intersection, they dissipate rather quickly. If start and end times are staggered, these queues will be significantly shorter though spread out over a longer period of time. If a roundabout is constructed on Eden Avenue at Normandale Road, the progression along Eden Avenue is forecast to improve with reduced queues and delays which will positively impact operations at the site access. No intersection modifications are therefore recommended at the Eden Avenue/Site Access intersection. Traffic Impact Study 19 Our Lady of Grace Expansion 5. Site Analyses a. Parking Analysis With the addition of a new accessible parking area, the total number of vehicle parking stalls on site will be 461. As previously mentioned, the highest parking demand for the site occurred on a Sunday. Edina City Code lists the minimum parking requirement for a church to be at least 1/3 of the maximum seating capacity of the largest assembly. With approximately 620 seats in the nave, that leads to at least 207 parking stalls being needed on site. This is well below the capacity of the site. The Institute of Transportation Engineers (ITE) has put together a document, ITE Parking Generation, 5th Edition, that compiled parking demand data from different land uses. Using that data, peak period parking demands were calculated for each land use of this development for a weekday. Those peak period parking demands are summarized in Table 5. Table 5 – Peak Period Parking Demands from ITE Parking Generation Land Use Peak Parking Demand Weekday Sunday Elementary School (660 students) 86 -- Middle School/Junior High School (220 students) 20 -- Daycare (120 students) 29 -- Church (620 seats) -- 136 Total 135 Stalls 136 stalls Based on these demands, even if multiple events were occurring at once, the 461 spaces on site can easily accommodate the parking demand throughout the week. Looking at Table 2, the peak number of vehicles on site during school periods was 209. Directly factoring that up to account for the change in student population from 600 to 1,000 students, that would put the peak number of vehicles on site at 317. Even though many of these vehicles are not parking, this number is still within the parking capacity of the lot even when several aisles of the east lot are being utilized by buses. b. Concept Site Review The concept site plan contained in the Appendix was reviewed to determine if the plan meets city requirement’s, provides appropriate circulation, and minimizes conflicts. Following are key transportation elements of the concept site plan: i. Car Circulation: The existing circulation around the site during school pickup and drop-off periods is very organized and works well with all queues being contained on site. With additional students being added to the school, the pickup and drop- off queues are anticipated to grow. The morning drop-off queue will still be able Traffic Impact Study 20 Our Lady of Grace Expansion to be accommodated well within the site. The afternoon pickup queue may extend to or beyond the edge of the site if staggered release times are not in place. To improve student safety, Our Lady of Grace School is proposing to alter the pick-up/drop-off procedures for the school to consolidate most entry and exit points to one location at the school building. Figure 5 shows the proposed paths for K-8 and preschool operations provided by Our Lady of Grace School. Figure 5 – Proposed School & Preschool Pick-up/Drop-off Operations Traffic Impact Study 21 Our Lady of Grace Expansion Figure 5 shows two layout options for the K-8 pick-up process. Both are mostly the same with one having vehicles wrap around the southwest parking area to give more stacking room as needed. With the orderly operations existing on site today, it is anticipated that if these new layouts are clearly communicated with parents ahead of time and clearly marked during pick-up/drop-off periods that orderly operations will continue. Staff, signage or cones/barriers may need to be in place when the transition to the new operations is first made to ensure all vehicles follow the directed path. It is noted that the western portion of the main east parking lot, and potentially the southwest parking lot, will not be able to be used during pick-up periods as vehicles will be wrapped around that area. Any staff parked in that area will need to wait until the pick-up period is over to leave the parking lot. The preschool will utilize the eastern part of the main east parking lot for pick- ups and drop-offs. Buses for the K-8 school will not be present during this time so there will be no mixing of buses and passenger vehicles in this portion of the lot. A new one-way roadway is shown in the layout in Figure 5 connecting to Normandale Road south of the existing central access. This new access is not needed from a capacity standpoint and it is not anticipated to be needed to accommodate queues. This will create an internal intersection just feet away from the Normandale Road/Central Access intersection. Additionally, closely spaced intersections along public roadways are not desirable from a safety standpoint. It is therefore not recommended to construct this new roadway and access. ii. Bus Circulation: Buses currently use the northern Normandale Road access to enter the site and the central Normandale Road access to exit the site. The two eastern parking aisles in the east lot are utilized for buses. Bus operations will remain in this portion of the site to limit mixing with other vehicles and pedestrians within the site. Buses will not be present during the preschool pick- up/drop-off periods. iii. Bicycle Stalls: As enrollment for the school increases, it is recommended there be an increase in bicycle parking areas. Bicycle parking will be included on the northern side of the school building. It is recommended that bicycle parking usage be monitored and more stalls be added as needed in the future. iv. Walking Paths: Two new walking paths will be included on site leading from the school building to the ball fields on the north end of the site. These paths will provide a dedicated walking path for pedestrians increasing visibility and safety and keep them from mixing with pick-up/drop-off traffic. Traffic Impact Study 22 Our Lady of Grace Expansion 6. Conclusions and Recommendations The traffic impacts of the proposed development were thoroughly studied and the principal findings are: • The proposed expansion of Our Lady of Grace is expected to generate approximately 1,380 new trips during an average weekday, 300 new trips during the a.m. peak hour and 190 new trips during the p.m. peak hour. • The surrounding roadway corridors are anticipated to be able to accommodate the traffic from this expansion. • Most study intersections are forecast to operate acceptably through the 2030 Build scenarios. • In the 2030 No-Build scenario, the Eden Avenue/Normandale Road intersection is forecast to have higher than desired delays in the a.m. peak period. • In the 2030 Build scenario, the Eden Avenue/Normandale Road intersection is forecast to have higher than desired delays in the a.m. and p.m. peak periods. • The northbound queues at Eden Avenue/Site Access are long in all weekday peak hour scenarios. • Traffic operations within the site during school peak periods are orderly. The afternoon pickup period lasts for approximately 15 minutes after school is released. The following recommendations are made based on the above findings: • Once the K-8 school experiences a growth in student population of 110 students more than the current student enrollment (totaling 770 students compared to the existing 660 students), either: o The K-8 school have at least two start and end times that vary by at least 15 minutes. Or o A single lane roundabout be constructed at Eden Avenue/Normandale Road. • Additional bicycle parking stalls be included on site as needed. • A new one-way road connecting to Normandale Road south of the Central Access not be constructed. Traffic Impact Study 23 Our Lady of Grace Expansion 7. Appendix A. Site Plan B. Traffic Volume Figure C. The Language of Traffic Engineering D. Traffic Counts E. Trip Generation Table F. Level of Service (LOS) G. Capacity Analysis Backup • AM Existing • PM Existing • Sunday Existing • AM 2030 No-Build • PM 2030 No-Build • Sunday 2030 No-Build • AM 2030 Build • PM 2030 Build VICINITY MAP OPUS THE OPUS GROUP Opus AE Group, L.L.C. 13:401..11.11 umeaka wow= la 162.4441 OUR LADY OF GRACE - MASTER PLAN CONDITIONAL USE PERMIT SUBMITTAL Opus Design Build, L.L.C. tssan.r. 1.1-retria11.53114110 MASH. 020.1.1. 5071 EDEN AVE, EDINA, MINNESOTA PFA,CT OUR LADY OF GRACE-MP MIER ADYESS 5071 EDEN AVE, EDINA, MN SHEET INDEX 11.0 TITLE SHEET 0201 EXISDNOCONDMONS 0202 =LISTING CONDITIONS 0203 00.911NOCONOMONS 0204 OENOLITION PLAN 0301 OVERALL SITE PLAN 0302 SITE PLAN 0401 OVERALL GRADING FLAN 04.02 GRAIDNG PLAN 0501 EROSION CONTROL PHASE 1 0602 EROSION CONTROL PHASE 2 C51/3 EROSION CONTROL NOTESANODEMILS C841 OVERALL HOLM/ PLAN 0802 UTILTD! PLAN L13.01 TREE PRESERYKDON PLAN L1.01 OVERAUAND/SCAPE PLAN 11 02 LANDSCAPE PLAN L103 !LANDSCAPE NOTESAETARS 51.0 I LOWER LEVEL FLOOR PLAN AM LEVEL 1 FLOOR PUN Al2 LEVEL 2 FLOOR PLAN A100 !RECTORY FLOOR PLANS A2.0 [ EXTERIOR EEO/KOONS A200 RECTORYEXIERIONELEVADONS 93.0 (PERSPECTIVE IMAGES UT ZONINOTARIE OUF.LOP.EREELESLAINUMN MOM= 0.1101:05E0 NADLANCE BURCONG AREA N/A 97,318 5F (EWING) 174,044 SF (NEW) ZONING 14-1 11.1 PARCEL AREA N/A 2353 Acre MAXIMUM LOT COVERAGE 23% 32.676 (EXISTING) 423% (NEVN X CONDMONAL USES RELIGIOUS NSIITUTIONS, REMENTARM10015, PRESCHOOL RELIGIOUS INSTITUTIONS, ELEIHENTAILWEDVD 4, PRESCHOOL X WILDING MAX HEIGHT 3 STORIES OR 40 WRONG SETBACK (INTERIOR SIDE) 3111.1.11113MI i:11.1.112:11 BUILDING SET13ACK (STREET SIOE) BUILDING SETBACK (FRONT) 95' 11.11111: MME=12:1MMINZME 30 BUILDING SIGNAGE 29 SF 100 SF X PAIDCING STALL COUNT 427 462 (NE 1EXLST1NG) W) PROJECT10431 LIDIMUIEFIL 4arFniveAT OPUS RE GROUP. 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Revised Orea on sheet 3 onl IM BOUNDARY, LOCATION, TOPOGRAPHIC and UTILITY SURVEY FOR: OUR LADY OF GRACE CHURCH 55 LAND SURVEYING Sj-BSI-STS (.34: 25s-see-2us7 RETE 30 SCALE FEET Pre 2-a 52/1,:900/24 14,4/8/SS Rong,11 SectiorvIS na.9.126.28001.dir2 N N 30 60 A-4 Dert, 08/07/20, // 1 of 3 20 FT CHAIN LINK FENCE GRAvEL roma rye. r0004 •ocno -woo -NO 80 rs„, STs U,OcA V.,10 BITUMINOUS /w,4 ,fit etbi EXISTING BUILDING AC Denoted air conditioner ACP Denotes above ground pipe(s) AIS Denotes advertisement/Information sign BOH Denote, basketball hoop BE Denotes building entrance BIC Denotes top of bituminous curb BR Denotes beaver toil curb CB Denotee catch basin CBOX Denotes control box COX Denotes communication box COP Denotes corrugated metal pipe COL Denotee building column CST Denotes concrete ate', DO Denotes decorative brick pavers ER Denotes electric box EM Denotes electric meter EON Donal., electric manhole FF Denotes finished Poor FH Denotes fire hookup FOL Denotes fiber optic line EP Denotes flag pole FW Denotes face of walk top Denotes gutter GAS V Denotes gas valve GP Denotes guard post CRDL Denotes ground light OW Denotes guy wire HCR Denotes handicap ramp HCS Denotes handicap sign NH Denotes Ilona hole HHC Denotes communication hand hole HOE Denotes fiber optic hand hale HYD Denotes fire hydrant INV Denotes invert LA Denotes londoeoped ore° LIFT Denotes lift station LP Denotes light pole MC Denotes metal cover MH Denotes monhole OD Denotes overhead door OHC Denotes overhead communication line DHE Denotes overhead electric line OHTV Denotes overhead cable television line - -(P) Denotes per plan/not field verified Ply Denotes post Indicator valve POS Denotes parking sign PP Denotes power pole PPLP Denotes power and light pole PPU Denotes power polo with underground utility PVC Denotes polyvinyl chloride pipe RCP Denotes reinforced concrete pipe RD Denotes roof drain SAN S Denotes sanitary sewer SANG Denotes sanitary cleonout SKIM Denotes skimmer STS Denotes storm sewer STAT Denotes statue STC Denotee top of surmountoble curb TAD Denotes truncated dome TB Denotes telephone box TOP Denotes tetherboll pole TC Dorsetes top of concrete curb TCS Denotes traffic control sign TON Denotes telephone manhole TRANS Denotes transformer box UCC Denotes underground communication line UGE Denotes underground electric tine UGT Done too underground telephone line UGTV Denotes underground cable television VCP Denotes vitrified day pipe VP Denotes vent pipe W Denotes underground water line WMH Denotes water manhole WV Dent. water valve APL Denotes Apple tree APB Denotes Arborvitae WAS Denotes Basswood tree BLCH Denotes Black Cherry tree BOX Denotes Boxelder tree COT Denotes Cottonwood tree CRAB Denotee Crabapple tree, EVC Denotes evergreen tree OINK Denotes Ginkgo tree MPL Denotes Maple tree MTASH Denotes Mountain Ash tree PIN Denoteo Pine tree PINW Den tea White Pine tree SHB Don toe shrub SPCG Den les Colorado Green Spruce tree SPR Den too Spruce tree TR Den toe deciduous tree WIL Den t s Willow tree id go o.4 OOO/07.1‘ \ sraTo mortoulrfor40 N OPT wa3 vas "CARD ON see. !_`['-..wan ormt-cy- 0400 r` III. \ J ([7 ''"[' ''''' 1 •°[." -1 t • \ _. '' M PONT 280.0 FEET 7- (MAW DEM ,/ Atie59'40T ISZEIS MEAS. r P0 • 8 FT CHAIN-, LINK FENCE T-Iere ‘--EPLE 8,CP or \!..° /HI ii IP I 1 Jill/ / / t /I fill 1 ,,,,,,, '//// 7' 1 ,,,,, .---- / [ //I 71 / n= ,,. • -7 MATCH ,., ly rN 1 / SEE _SHEET I OF 3 : , .7,7, • ',.[",tat ... 9--. L. I EGFNO O Denotes iron monument set marked with P.L.S, No. 44900 • Denotes found iron monument BITUMInous ens _. DI 7. FROM "[:["V[ In BEN PRATUG„, DIP • D13/1 582.28'12M AICAS. CT.88.CtPk. 'r* DODIO DODD •011.7 911. BiTUMiNOuG. iv Ar I 010.1 D/I0/1 ) . / 1 I I ,,, l' r _y ‘-'11 1 I 41, \ t / • ) ?) ) ..(.. ,1)1 \ ). \ , \ \ I 10 / ;7"),\ \ °')'• \ \ \ \ 0\ 1 I / t \ 1 0 I it . 4x, 1-1,•.°2..5,.` \. 4L0 ' • )5'; a • 4 ti • * - 5 DI IV' \° .;27/.7 DT2 .'-. 'I- -? .-- '-' . \ \. \ \ \ at .. • ‘,1 4.1,, -"mi.. 0 0,17\ 02i 2 [ 0 \ ni-)1 1 "C)''''' 02222 DJ di Ay ‘21 S,I /' ill , Olt 4" ie \ 6 /3 1 .1113 ,,,,,,,, '1'-.1 I i ic .1 \ 1 " \ 11; • [4, / III . If / ..41 . 1, 40 00; i Alp • • • • • 4t. 44..54045,;[, o, \ i- et * ,g.' //..-, - ?di '....s. .I • • • sit • • • it A • • • .1 ez • '' •,.; 1.1 , • • I A' 4 / \ ...., ....",... ,-, / / JD / •°.' ., /I' ..,,, \ .... 7,„22 2' •0.0 ./I (.1122 0422.\ ‘1\ " \'\:\ \ ':'\\ \\ \ \ I \ 1;: . \ ,s t. ' :: , / . - ,:i \ wee .., '222°,2, 020.0 \ \ I \\ \ Oh, \ \\ 41s- \ \ \ , „,, \ N 02 SLI / \ , ..{.. 0,22, ei ' / "00 [‘'. '"" "/I. \ . 7 / V .5 # ' # 022 1 \ I''',"I '' I '''';"'' • N 6E, STOOP wan \ :79571 2004 § DI T Nat., • DID, SOT OTC hiammilc owe i1035. 12 N ETE TTGF 589.47'55"W /// r-1.-S. LINE OF GOVT LOT 8. SEC, 28 AEG EXISTING 211STORY BUILDING rt.L.11,OF Cool' LOT 1. PLAT RECORDING INFORMATION The property is currently unplatted per the Hennepin County Poperty Map online. Soeringo and/or dirnonolono Meted within Procketo ore per plot or record document. This survey won prepared without the benefit of current title work. Easements, appurtenances, and encumbrances may exist In addition to those shown hereon. This survey is subject to revision upon receipt of a current title insurance commitment or attorney's title opinion. /7' GENERA] NOTES 1.) Survey coordinate basis, Hennepin County Coordinate System. ()111 ITY NOTES_ I,) Utility information from plans and markings was combined with observed evidence of utilities to develop a view of the underground utilities shown hereon. However, lacking excavation, the exact location of underground features cannot be occurately, completely and reliably depicted. Where additional or more detailed information la required, excavation may be necessary. 2.) Other underground utilities of which we are unaware may exist. Verify all utilities critical to construction or design. 3.) Some underground utility locations ore shown as marked onsite by those utility companies whose locators responded to our Gopher State One Call, ticket numbers 151752426 191564809, 4.) Contact GOPHER STATE ONE CALL at 651-454-0002 (800-252-1166) for precise onoito location of utilities prior to any excavation. PEN OHM ARKS (BM) I.) Top of top nut of fire hydrant north of the service road on the south side of building. Elevation = 919.45 feet 2.) Top of 3rd light pole base from the north end of the southwest parking lot on the south side of concrete bore. Elevation = 923.55 foot 2.) Top of concrete base of fog pole northeast of northeast building corner. Elevation = 921.10 feet wOt AREA Area = 1,013.018 square feet or 23.256 acres 30 30 60 1 c. Z. S 0 1,-;" I hereby certify that this survey, plan, or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the lase of the State of Minnesoto. Dated this 7th day of August, 2015 ii i iief_i SONDE AND SURVEYING, LLC. By, evlsed area on sheet 3 on dote BOUNDARY, LOCATION, TOPOGRAPHIC and UTILITY SURVEY FOR: OUR LADY OF GRACE CHURCH D SURVEYING eel°°-z4a cis n -see- Sze) Alnelo cOrn Prope,08-282-8 /A,909/14 Ro1,918/3., roorn.0.-117 R Section.28 SCALE FEET F1e:98252.9001 2 of 3 Ai IN O N to 0 0 z Z 17- E to z >7 0 *07 174 Din el V.:T •01•4 • 0.1.4 111 •1117.0 Vile I la BITUMINOUS IE N. 'T LOT I 01.117C 0,1.3117C arr- Ort -r- arretasnse, A/89'47'55V 51 • ...•••••-. •1110.3 net. •017 -..•••••e, •000.2 CONCRETE ets ...on IC et sal C 6.. L .1.1tet FEN .144 GRASS r L,,7 *1" eta • 00.04 • 003.0 GRAVEL•was •1•-•• 10• rep BITUMINOUS • MATCH E SHEET • - • • - VISA Kee •5 „a/ O 011.3 1.7 01 •01 .010 BiTuleiNOUS • jos ¨ A° A 1 L4C.FR Nana. smog nor itaGRV re.,0 •1107 • \ O r979=1 ConnItel, ArRC.S" GRASS B /SOU • itommagiommertuo- EXISTING BUILDING r Inwh -2!;„%v Lu w 0 z .0t) I I-Ly1 w 910.2 O E4 \ .\ \ \ - -r° ..,, , \ \ - `, \ , 's I 21 \ \ \ \roc, .,, futi bp irAre i., .-sices \ \ \ GRASS ...."' NM Mt* .... \ \ liti-e74;14C.IPER 'LI ,,..., OLI p? l4th771 ro.o Xt.. CO. C..!.7t ere..hee ..it.,,......... _../ ,„... - ,-- -- --"" ./._ __ ......,,.. raMtitt rr t9...,. '4> Tars ),'). ' _ --- -7, --Gelc-;.n.sis/C ., R . 5_,P.,/ /*psi .....74 _., 7 .i, ..... /.7,,, .."' N / ?iia, ease' I / C338 IRRIGATION t 0071,..-iii:Roassr, _ .,,,,r. ( / --- _/4`. 7 ' 1 I •elS1 .=, ko A ff.-D- .4,1R% ON HER RE S MAY NOT REFLECT I an, coNomoas CCP OF OSVCREER STOW 00190E 0004 GUY SOS.I0 rep OF CONCRETE STOOP 00TODE CLOOR t G EV - 92120 FT. EXISTING 2! STORY BUILDING rtd.NLOf GOVT LOT 33 -- ELFI, SEC 33 S CRETE r 4,• f7 i L. L. DESCRIPTION OF PROPERTY SURVEYED That part of Government Lot 8 of Section 28. Township 117 North. Range 21 West of the Fifth Principal Meridian described as follows: Commencing 26 2/3 rods East of Southwest corner of Lot 8; thence North to East line of Minneapolis, Northfield and Southern Railway right of way: thence Northerly along said right of .y line to a point distant 703 7/10 feet Southerly along same from Southerly line of Eden Prairie Road; thence East 193 2/10 feet; thence North to center of said rood: thence Northeasterly along same to North line of Lot 8: thence East to Northeast corner of Lot 8; thence South to Southeast corner; thence West to beginning. Except that part thereof lying northeasterly and easterly of the southwesterly and westerly line of the highway taking described in Doc. No. 3799189, Also except the southerly 40 feet of said Eden Prairie Road. And All that part of Government Lot Eight (8), In Section Twenty-Eight (28), Township One Hundred Seventeen (117) North, Range Twenty-One (21) West, of the Fifth Principal Meridian, according to the Government Survey thereof, bounded and described as follows: Commencing at the point where the Easterly line of the right of way of the Minneapolis, Northfield and Southern Railway was located and constructed across said section is intersected by a line parallel with and forty (40) feet southerly at right angles from the center line of the Eden Prairie Road, ea-canal, as laid out and located through said Section, which point is hereinafter designated as Point "A", and running thence North Sixty-seven degrees, two (2) minute. East. along sold parallel line and at an angle of One Hundred Sixteen (116) degrees, forty-seven (47) minutes, with said right of woy line, o distance of One Hundred Twenty (120) feel, thence South two (2) degrees, thIrty-three (33) minutes East 408.5 feet to a point which la the actual place of beginning of the land hereby conveyed. Thence Worn said actual place of beginning South two (2) degrees, thirty-three (33) minutes East 340 feet; thence South Eighty-nine (89) degrees, Thirty-eight (38) minutes west 193.2 feet to said Easterly line of right of way, thence Northerly 340 feet along said right of way line to a point 363.7 southerly from said Point "A", measured along said right of way line; thence Northeasterly at an angle of Ninety-four (94) degrees. Forty-eight (48) minutes with said right of way line a distance of 154.3 feet to the actual place of beginning. Ng 5 g 33 H Ra mod area sheet 3ory on NW CORNER OF SEC..-C' 19. T. 2s, IL 24 1.1 ,, AP 6/2 01 And All toot part of Government Lot 8, Section 28, Township 117. Range 21, West of the 5th Principal Meridian bounded and described as folio.: Commencing at the point where the Easterly line of the right of woy of the Minneapolis, Northfield, and Southern Railway as located and constructed across said section, is Intersected by a line parallel with and 40 feet Southerly at right angles from the center line of Eden Prairie Road, so called, as laid out and located through sold Section, and running thence North 67 degrees 2 11101latee. Ea. along sold parallel line and at an angle of 116 degroae 47 minutest with said right of stay line, a distance of 120 feet; thence South 2 degree.; 33 minute, East 408.5 feet; thence West 154.3 feet to said Easterly line of Railway right of way at a point 363.7 feet South from the place of beginning, measured along said right of way Ilne; thence North along sold Easterly line of Railway right of woy to place of beginning. Hennepin County, Minnesota. And The north 150 feet of that part of Government Lot I of Section 33, Township 117 North, Range 21 West. lying east of the railroad right of way and west of the west lino of the highway taking described in Doc. No. 3790189. Property Is located In Hennepin County, Minnesota. OoN 00/0)/2015 3 of 3 Ootano TON: BOUNDARY, LOCATION, TOPOGRAPHIC and UTILITY SURVEY FOR: OUR LADY OF GRACE CHURCH I i ISANfisNuRvPS -",i7:;;Frikr'°";:i•-• 2"-E„ " 00-162-0 St/1.0009/24 Fs 010/50 Town010.117 Arnow11 Soctl0008 .0.90.7600001.0. I hereby certify that this survey, plan, or report wos prepared by me or under my direct supervision and Mot I am a duly Licensed Land Surveyor under the lows of the State of Minnesota. Doted This 7th day of August, 2015 SUNDE AND SURVEYING. LLC. aigrg,- Arae J. CathorM.P.L.S. Minn. Lic. Na. 44900 30 0 30 60 SCALE IN FEET REM ELOCATE UNDERGROUND GM 7r-A.OVE WOOD FEN E 0 N SO1 RD / / / / / / / / ZELOCATE TRANSFOMIER — DEMOLITION NOTES 1. DEMOLITION NOTES ARE NOT COMPROIENSNI. COMRACTOR MAIL VISIT ME SITE PRIOR TO CONSTRUCTION TO OBTAIN A CLEAR UNDERSTANDING OF THE INTENDED SCOPE OF WORK. 2. THE DEEM N.OWN 15 BASED ON ENGINEER'S UNDERSTANDING OF FIGHTING CONDMONS. THE EXISTING coNornoNs SHOWN ON INS PIM ME BASED UPON ALTA AND TOPOGRAPHIC PUPPING PREPARED BY SUNDE LANE/SURTO/MG DATED 06-21-2019. If CONTRACTOR DOES NOT ACCEPT DOTING TOPOGRAPHY AS SHOWN ON THE PLANS WMIOUT DIGESTION, COMPACTORSHALL HAVE MADE, AT OWN EXPENSE, A TOPOGRAPHIC SURVEY BMA REGISTERED LAND MRVETOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 3. THE CLIHMUCTOR LS RESPONSIRM FOR MARALMON, REMOVAL, AND DISPOSING INA LOCATION APPROVED STALL GOVERNING ALITHOIIMES AND IN ACCORDANCE WITH APPUCABLE 'SOAPS DF ALL STRUCTURES. PAM, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE STRUCTURES, MMES, ETC-, SUCH THAT THE IMPROVEMENTS SHOWN ON THE EMS CAN RECONSTRUCTED. M1 FAOLMES TO RE REMOVED MALI BE UNDERCUT TO WHAM MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER ME GEOTECHNICAL REPORT AND/OR GEOTECHNICAL ENGINEER 4. CLEARING AND GRUBBING, CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DEMO.. THE DEBRIS IN A LAWFUL MANNER. CONTRACTOR 15 RPMEIMELE FOR OBTAINING ALL PERMITS REQUIRED FOR DENTIMION AND DEPOSAL. 6. COIMMCTOR IS RESPONSIBLE FOR ME DISCONNECTION OF AMITY SERVICES TO COSTING BUILDINGS PRIOR TO DEMOLITION OF THE BUILDINGS. 7. COMPACTOR SHALL COORDINATE WITH RESPECTIVE MM' COMPAMES PRIOR TO REMOVAL AND/OR RELOCATION OF MMES. coNnueroa SHALL COORDINATE WM1 OMEN COMPANIES CONCERNING PORTIONS OF WORK WHICH MAT RE PERFORMED BE THE MIMI' OLIMPAMEN FORCES AND ANT FEES WHICH ARE TO BE PAID TO UTIMEMEIPAIRES FOR SERVICES CONTRACTOR IS RESPONSIBLE FOR PAYINGM. FEES AND CHARGES. S. CONTRACTOR LS SPECIFICALLY CAUTIONED MAT LOCADONS Of MISTING UTILITRIS SHOWN 01.1.1SPUIN HAVE BEEN DETERMINED FROM INFORMATION AVAILABLE. ENGINEER ASSUMES NO RESPONSIBILITY FOR THE UMW MAPPING ACCUPACT. PRIOR TO START OF AMMEINOMION ACTIVITY, THE COMAACTOR SNAIL NOIIGT IfIRIET COMPANIES 4.9 HOURS PRIOR TO ANT MCMAHON F011 ON-SITE LOCATIONS Of DIMING LITILMES. THE LOCATIONS OF MM ES SHALE BE OBTAINED BE hIE CONTRACTOR BE CALLING MINNESOTA GOPHER STATE ONE CALL AT 800-252-1156 OR 5.51-454-0C112. 9. THE MAPPING LOCATION OF. MISTING SEWERS, PIPING, AND MIMES SHOWN ARE NOT TO BE INTERPRETED AS THE MACE LOCATION, OR AS THE OMY OBSTACLES THAT MAY OCCUR ON THE SITE VERIFY EXISTING COMMONS AND PROCEED WITH CAUTION AROUND ANY ANDOPATED FEATURES. GIVE NOTICE TO ALL MINT COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE USES AND CAP All ONES BEFORE PROCEEDING WITH WORK MMES DETERMINED TO BEALLONODNED SWILL RE REMOVED If UNDER THE BURRING INCLUDING 10' BEYOND FOUNDATIONS. 10. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS ONES NEEDING TO BE REMOVED OR RELOCATED MAO BE COORDINATED WITH SHE AFFECTED unary COWAN, ADEQUATE TIME MALL BE PROVIDED MR Ram.. um CLOSE COORDINATION WITH THE IMUTECOMPANT IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN IMIUTISEPROCE. CONTRACTOR SHALL PAT CLOSE ATTENTION TO EXISTING MMES WITHIN THE ROAD RIGHT OF WAY WEND CONSTRUCTION. 11. CON-MAMA MUST PROTECT THE PUBLIC AT AL1TMES WM1 FENCES MRR1CADES, ENCLOSURES, ETC, TO THE BEST PRACTICES 12. COPMNUOUSACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT A11 RUES DURING DEMOLITION OF THE DUSTING FAOLMES. 13. PRIOR TO DEMOMION OCTURRING, All EROSION CONTROL DEVICES ARETO BE INSTALLED AND APPROVED 111' THE LOCAL ALITHORHT 14. COIVIRKTOR SHALL LINT SAVCCIIIKKAVEMENT REMOVAL TO ONEMHOSE AREAS WHERE EEG REQUIRED AS SHOWN °WHIM CONSTRUMION PLANS BUT IF ANT DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SWILL BE RESPONSIBLE FOR ITS REMOVAL ANO REPAIR. 15. CONTRACTOR TO PROIEM EXAMING FEATURES1414101 ARE TO REMAIN. DANILAGETO ANY DOTING CONDITONS TO REMAIN MIKE REPLACED AT COMPACTOR'S EXPENSE. 16. ABANDON °REID...ALMA/Inn WATER AND STORM SERVICES PER MIT STANDARDS COORDINATE AIEWORK WM1 CM, ALL STREET RESTORATION MAO BE COMPLETED IN COMPLIANCE TOTH LOCAL STANDARDS. 17. CONTRACTOR SHIM PREPARE AND SUBMIT TO THE GOVERNING AUTHORITY A TRAFFIC AND/OR PEDESTRIAN TIMFFIC PLAN PER CITY/COUNTY/STATE STANDARDS TO BE APPROVED BEE NE I OCAL GOVERNING AUTHORIIT. OPUS. THE OPUS GROUP Opus AE Group, L.L.C. OM. FEW,. ITE4.44,15S10-011 Opus Design NM, L.L.C. L H.LL ITAM-14181 EL410117 H2454.4m Sambatek www.sambatek.com 12800 Whiterrater Drive, Suite 300 Afinetonka, IAN 55343 763.4766010 telephone Engteednq I Surceftio I Rannbig I Errifronmental PRIMES OUR LADY OF GRACE - MP FELCUPCIALCRESS 5071 EDEN AVE, EDINA, MN PRIEM NYE. 31644000 ISSUE RECORD 07/12/2019 CUP Submittal ran 06/21/2019 CMA CMA [PAM JGP ACME RE MLL RPOSTAIM ILIEMI m-HOT VAI 05 420E medfloa104 1417771 PAW. 17,4 or under wry.. super.. and Mal I am a .1y Licensed prufrAsIonal ENGINEER alder the M. of the TOE Minnesota. L El d M . Aye .0 07/12/2019 ALHAE9vELLE A at SLEEP., NG-new T office. MEET Trill DEMOLITION PLAN C2.04 NI REMOVE WOOD FENCE — LEGEND sret F IN FEET LOCATE MONUMENT STUNS NEEDED 0 / / / / / 0 Off '" RELOCATE OVERHEAD MME'S / Ara EXISTING GEOTHERMAL SYSTEM XC ~lC Cd \ • 0 0 0 /a ELOCATE IRRIGAt -s. l WELL gel x 0 /-/ig /(:;e3:1,/ / / 0 REMOVE DUSTIN TRANSFORMER AND CONCRETE GAS METER HITIRANT LIGHT STORM SEWER DRAIN THE WATERMAIN FORCE MA N SANITARY SEWER OVERHEAD ELECTRIC UNDERGROUND TELEPHONE UNDERGROUND CABLE IV UNDERGROUND ELECTRIC UNDERGROUND GM TARE FENCE IRON FENCE WOOD FENCE MIEN LIM FENCE EDGE OF TREES TREES / SHRUBS CONCRETE GUARD POLES SIGNS CONCRETE CURB BITUMINOUS CURB BUILDING REMOVE EXISTING UTILITY LINE REMOVE EXIST CONCRETE CURB SAW CUT EMT BM.1511110US PAYEE ENE REMOVE EXISTING BITUMINOUS PAVEMENT REMOVE MISTING CONCRETE PAVEMENT REMOVE EXISTING BUILDING REMOVE MMHG GRAVEL DRIVE REMOVE EXISTING LANDSCAPING REMOVE EXIST VS TREE IEEE 1.0.01 TREE PRESERVATION PIM) REMOVE MISTING REMOVE EXISTING LIMIT! REMOVE EMT. FENCE REMOVE EXISTING WRIT LDM.ME tij r r erio PA r= rer. EXISTING X B M -LEGEND PROPOSED Da81.8 PROPERTY WAIT CURB A GUTTER EMBALMS BUILDING RETAINING WAIL WETLAND LIMOS "ERMINE SAVEGUT LINE SIGN PIPE BOGARD NUMBER Of PARA. STAGS PER ROW KEY NOTE STANDARD DUN ASPHALT PAVING HEAVY DUTY ASPHALT PAVING CONCRETE PAVING CONCRETE SIGMA. EE 13.05 SOP SETE PULES NOTES NORTH 0 60 120 04 OPUS THE OPUS GROUP Opus AE Group, L.L.C. BBE Pal AsA Wrap., SESOO fiESP.ALLE Opus Design Build, L.L.C. Iwmeue vua lima. EN SPEWS, WASS. Sambatek www.sambatek.com 12800 Whiter rater orfe, SUBB 300 Unnetorika, MN 55343 763.476.6010 telephone EngIneerN I Sunettg I Fianntig I Erreironmenta! PAILIESP OUR LADY OF GRACE - MP PAGEGT MOMS 5071 EDEN AVE, EDINA, MN FFDEC1,411., 31644000 ISSUE RECORD 07/12/2019 CUP Submittal LATE 06/21/2019 CMA CMA AVM in' JGP OGOTO MLL I hErelw certify dart. pI specification or report APE PreparesIlw Ere or under, died super.on And., arn S Oury BEAALPd prorpasional ENG/NEEP under the lEvA or LEA Lute of Minnesota. OVERALL SITE PLAN SiEEL 1.531 C3.01 SCALE IN FEET 40\CAD\CW\Shees\2 - L.\PROJECTS\21 -s e Q_ ISO _ I — 18'__3 STANDARD DUTY ASPHALT PAVING HEAVY DOTY ASPHALT PAVING CONCRETE PAVING CONCRETE SIDOYAIN PROPERTY UNIT OM &GUTTER EASEMENT MMHG T PINING W. WETIAND OMITS TEEN,. SAWCUT UNE SIGN PIPE 8011/1811 (i) NUMBER OF PARKING STA. PEA ROW KEY NOTE (3 PROPOSED ACCESSIBLE ROUTE TIMING MOVEMENT LOCATON • 1.025999 3369745E 439,426 PF 7333 AC 07.74 AC 1903 AC 429% 539 AC RI AREA GROSS SITE AREA EXISTING IMPERVIOUS PROPOSED IMPERVIOUS PROPOSED LOT COVERAGE DISTURBED AREA ZONING COSTING ZONING PROPOSED ZONING 7.7 C3.02 SITE PLAN SNEET 11J1E-31 NORTH 0 30 60 KALE 16 FEET L REMOVE AND 017141a BITUMINOUS CURB AND PAVEMENT IN MOPS REQUIRED FOR IMLITY EXTENSION, SEE SHEET C6.02 —DEVELOPMENT SUMMARY =DEVELOPMENT NOTES I. ALL DIANNVOIN ARE ROUNDED TOTHE NEAREST TENTH FOOT. 2. ALL DIME1190115 %OWN ARETO THE FACE OF CORBY° FACE OF C1/38 UNINGOTHERWITE NOTED. 3. CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTPUET.GUTTER OUT. WHEREWATER ONAINSAWAY FROM CUM. ALL OTHER AREAS SHALL BE CONSTRUCTED AS 'GUTTER IN' CURE 010818NATE WINI GRADING CONTRACTOR. 4. ALL AREAS AKE 801100110 10 ENE NEAREST SQUARE FOOT. 5. All 'AMONG STALLS TO BEB IN WIDTH AND le IN LENGTH OHMS OTHERWISE INDICATED. 6. COMPACTONSHAIL KERR TO ARCHITECTURAL PLANS FOP EMT LOCATONS AND DIMENSIONS Of EXIT PORCHES, RAMPS, PRECISE BUILDING DIMENSIONS MO EYACT BOWING MINTY ENOUVICE LOCAVONS. 7. REFER TO PINAl PLAT MAIM 801.1NONAIES, LOT NUMBERS, LOT ARIAS, AND LOT DIM/INSIONS. B. ALL GRADIENTS. SIDEWAIKS ALONG THE ADA 0.0UTE SHALL HAVEN MAXIMUM LONGITUDINAL SLOPE OF 49* EXCEPT AT CURB RNM1.51014 ANON MAXIMUM CROSS SLOPE OF1.5%. THE MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS ANLESHAIIBEL314 THE CONTRACTORMIALL REVIEW AND VERIFYINEGISADIENT IN THE NODAL°. THE ADA ROUTES PRIOR TO RACING CONCRETEOR BITUMINOUS PAVEMENT. THECONTPACTOR SHALL NOON THE ENGINEER IMMEDIATELY IF THERE IS A DISCREPANCY BETWEEN NYE GRADIENT NINE FIND VERSUS THE DESIGN GRAINEHT AND COOPOINATE MTH GRADING CONTRACTOR- 9. 'NO PARKING' SIGNS MAU BE RACED MONG All DRIVEWAYSAS REQUIRED BY OW. =KEY NOTES A. BOLDING, STOOPS, STARS SEE APOOTECNIKIL PLANS B. 8612 CONCRETE CURB AND GUTTER C. ACCESSIBLE RAMP 0. PRESCHOOL OUTDOOR PINY AREA E. OUTDOOR PINY AREA PROPOSED BUILDING ADDITION 5,0005E f r FELSTPAII,M J_ Chad M. Aye 197 GO' 219' 5 4' • OPUS THE OPUS GROUP Opus AE Group, L.L.C. IN. ANIMA Irrt•ENNIN MK. /1 83044114 Opus Design Build, L.L.C. .33.82.01PI 1944triANN MOO 0 844444141 Sambatek www.sambatek.com 12800 WhItenlet 0361, Salta 300 Minnetonka, MN 55343 763.476.6010 telephone Eneteedng 1 Sunsyfig 1 Pemba IESatonmertal iTOIECV OUR LADY OF GRACE - MP PROELT.1.113 5071 EDEN AVE. EDINA, MN 18 0.153 CUT RELOCATE MONUMENT SIGN 10 NEEDED N EURSCUT _ 1 — 74' ISSUE RECORD 07/12/2019 CUP Submittal NIITN/ 44017801844 NUS, specIllollon or Wort was prepared by Bel, under my drecl psuperhybrt and NMI am a OvN MaY14491 professional ENGINEER say. ART of Ne state of hannesda. 4 06m:07/12/2019 — 21.d aapy of lbs. upameguest 51/9891614. 1,4091014. NG of,. PROPOSED BUILDING ADDITION 560 SF — LEGEND PROPOSED maroin PROELI MY. 31644000 \G\ PROPOSED BUILDING ADDITION 54,700 SF 0 6 17 -LEGEND PROPOSED EXISTING NORTH 0 60 120 NrAl F 59 FEET I 7LT— --L - 90S COO rr 4— 4, 9 1 7T' 4 —0— 4 4 tL-444. 4L0'4 • 2, F- 4( 4SEE 4.02 FOR GRADING PLAN NOTES — \ PROJECTS \ 211740 \ CAD \ Civil\Sheets 21740—G4—GRDEdwg [OVERALL GRADING PLAN] July 12, 2019 — 12,08pm mlarson PROPERTY MAR CURER GUTTER STORNI SEWER DRAINTLE RETAINING WALL WETIAND LIMITS TREELINE RIP RAP SPOT ELEVATION CONTOUR OVERPLOW ELEV. SOIL BORINGS Co— 44 —fl 90.2.5 OPUS THE OPUS GROUP Opus AE Group, L.L.C. IMX.BlericarlOwl Irtrterro 6904rtle PD-635141. Opus Design Build, L.L.C. rtrixheo.u. L''Sambatek www.sambatek.com 12800 Whiterrater Drive, Suite 300 titvinetorka, MN 55343 763.476.6010 telephone 0,5004000 ISuiveving I Fare® IEOsSuOrnlSTui OUR LADY OF GRACE - MP maxi' 'mass 5071 EDEN AVE. EDINA, MN DID.EtilerreiER 31644000 ISSUE RECORD 07/12/2019 CUP Submittal 06r21/2019 orroxOf WAX. CMA OrtUvirr JGP OXDIEDIrr MLL PEGSIPAFON I hereby centre Oat OW Van.speellictlon or report ens moored OS ewer are,/ rreorte sopertrolon 362 05205 am a do/y Oren., wok...ENGINEER under Vie loos of .state of Minnesota- Chad M. Aye Resara me. 07/12/2019 P'IrM Se 225 ="" 'oeu. IAN orr OVERALL GRADING PLAN D,IEETIOASER C4.01 9096, PROPERTY MT CURB S GUTTER STORM SEWER 79-13 ORAMTISE RETROOK W. WerLAND 30105 TRETURE SPOT ELEVATION CONTOUR RIP RAP OVERFLOW ELEV. SOL EGRINGS OPUS. THE OPUS GROUP Opus AE Group, L.L.C. 11151.P49,1W 1.....9113.104312 902$ Opus Design Build, L.L.C. .x.;291550110 42.3. Sambatek w w w.s a m bate k.c o m 12800 Whiterater Mire, Suite 300 Hanetooka,1,81 55343 763.476.6010 telephone ErvpIrwring I St»ey»I I Palatil4 I ErniromentA 2120.ECT OUR LADY OF GRACE - MP ROA, SCORESS 5071 EDEN AVE, MINA, MN PRCLECT1236£1 31644000 A sosor 1,0110E TO COW... CONTRAROMil. BE .-1.11.11 FORCT;DM.1 TRE. VET 92.1.214.21,121.1.3132111040.D.DERITOLDDLD 91,041., TIDSREDVDO.T WEL ARM COR.301.331,49 ROT RE LIMITED TO ROW, W022146120.1.111. DUTY 0219,22.4,;24 OR ON INT DEV60,110 CONDUCT 0993.0113.21. 03111..LORS ,R20,1.2111201 IVITADCDTO ViCILIDE 2,12.2111E ADECD. , THE CONTRACTC349 SUETY VER., 92, OR DEAR DIE CO.RUCLI. STE CONITACTDR D. COMPLETE THE NE CA.; COLLMV,M9.111.92.1),A111,122,131.-4,101,02TREOW,R,OIS ENDILL211 ALL 3C9.11-5114.19,62 031.110 LVIDTCNIWERSSOIS ENC., 1.114,TOR DV, RESPON.LE FOR C004.99411..11,129.31,01 1151.3.0 in.9)201093.11111502LS <=,Z, 6031109.4.2.2/31.)4,025.004411AS USN 0.41FTED BY: 031.1.1.12.21 E.DLIEIRD MD. we .DRIM3,9013114ELARD AVENUE .1TH 631,9-9201 02C32,231.21. 20.13 COILTRACTD3 DV, 0311201 A CC. 091193.119.320311) CDNIVALLORD.0034,212 DEW4112.3. 451.40.21,0.4.0.11111211,..,034111.1.032 R. MDR TO PLACERIBIT 02 ME M. SASE, TEST RM., 62,22.4.20 TRE STREET OLDFAKITILD ASSA 31266.4.43£ COLIT.10)132.1. PROD, 4.112.13.90),,E.9.111,GROSIWPGLITOF TOOLS T. TEST R01-13.3.. BE ATTIE MEM. OF TILE 90, ORDATIR .39111,21:01.11.1.434.101.121311...21112,132.0.ECLICINCRDESUBD,D2904.3.1.1.63 0944)9,201/4.0.3. K. THE REOLL.1.3 02 Rif SO, INVITER. -903.07 I 9. .1/222/11912.102301.11141320 0122.2.11; 031,11.01,31,14. UMW LAMM. /390190.1. NOT MS.\ TEST DOLL REMCDT LAV312211912 9011741.342 SITE /23.90•42CATSURABLE 501AT ROALLOMLINAL COMO. OWILDR. COVMACTORSRALL SE 1.1046-131.2.11.1130.2201541211.39.118011.4.20 PEDESTRIVITRADICCOLDICIL DEVCES 31101 AS DDLMCA-96. WARS. 9.110“......)201121113. CONTROL. 14CVELADIT TIMM WHERE 91,11,1.13.1C OM. C.CES. 90.1,3912.110 029.9.2 4.15012.9.11.10911.324.1109 ST.4.1423S. 11. COTT. TRE,s MOOD. lirl.20110)49.17.1114,R000T 4240/01.4.014,32,0„11(2,CULD,REDTT 2,11422.211;11,112 9132.33.4 RE 0,31.41113.90,22,9416,S A/29 MUMS CA.. WALL EC 17.0320 ;120,VDETING ADAC. 101112,311091.23. rICINI=TRICR.C14342.4.9 REMO. TOT. 0911.1.11031,s TILE.T.CONTRACI,....9ErLENT,1344217.4CILD ;ALL DSTAIX OREM,. REDLIT 9.213.49.4 0.2.111.111,11E RAO. 1.39110LILD RE REMOVED 0.42.1.113.1 AND CUT3 41.41162 22.22,12.2010 TOIRMALLE .11991.1.4, TOTILCITLE.113 TRUSS., REMOVED VMDCLUTALL11101.11931.1.1110033/1301,1,3 FORTIC.021 3.103.1.16ECOVAIERED NOM. TO TIE 6.229 ...ION ARO NO .6, WV. VALI REMADE 903.1 3-14. RESTRXTED ASE4.3.31-1/111AVISIDE ALL DEDDARTSOTREED ARRAS OUTSDE OF LIE OLEDDRATEDC019,13311,1 LOS; .11GETATICAI .229 .119.013.2.4.393V11129.1. 901.7 11.4. .1.11.191.4.2,1144.3.033 OFF WITII.GLITORVIDEPOLTOW1.214.22141.110.131112. STASISASS140. IRE TUE GROTECDON DC. AT ROI. 32.43112.30.013.141410201111.1.9.1.144112. 224,2113,13VT 02,1 G.SCITATENCING .11.1.1.2, WORE WOMODIAVELDISONDITE ISSUE RECORD 07/12/2019 CUP Submittal - 9052, 11,3 RODT GRIDE. 022032 311.1.3.10 ROM., AD ROOTS., RE .2.1.E0 4.00121114£12,15.31A.S SL. CUTTING WITIL A MVO; FOR*0019.416.13T 114 WORM 01.14W. 17,1990, PICCECT. PITO DIE COSTRUCT10.1122.1182.0310 MOP. .01)211..1114.123.232,,AOSTAT. 305GL_ 11; AN C.1623R2,23,TALIVE WILL DE AVATARS ATALLT1V, DLI.DIDEGROMILITYARD 01611,11041 TERICID. 1, RAMER TNALL SEED 01300 WU SE MEDAL. SILE RASE Or MAIM MSS ID A TEMISTER DESTRV3,0111.0.3133 221.41112... .4.3. TO BE .DED FOR CROWN MITT. PCR203,917310111; CORSTROCTO)4109,1E TO RE DEIMIDLECI OWL.. 4.223,211TAT. CLCILL. CCM; WILL SE1,921.39.11.21£42.0,1, 9]6 38 89651 9.00 PEE • I •- i • 111 110O, 041422.2...1.5 NEAR TREE133.3111142.011LOSE WU. ON THE 0.433/1.11.1.132 02311.221,41112126..20 ORME MDT. M.0 TDOCRARTS. 12. MAME MPS. MOM 4.3 TO REFDRIVER EXCAVATED OR REGRADED AND STOOL. DI AC. 132.1.020 TIED, DINTRACTOR SHALL WV. MOM; OMS. MR Rea 0.1E STEE,..01120. ESCES311321.3114.1.16211.0 21,431,31222 O., OF A.; PADS. ROADIVAIDALLO MONO AlLEAS CONTRACTOR R.L.31.130.44 CLITAREAS,WDERE .21310 .31023,21111,112.4 931,11 026 MARE.932.19,43.4.1120.2.121310 6213,31-62133,0.4 13,141211 DODD. b 90300 979 TROLO4 2)1,04/0991TRUCTIOR;ALLOC.1311142 ORT., 009217.4CTORDIALL 00.111 T.0.1039.4,1C.4.123.1,21511,CDDRT DE EN.. CV.TVIITLIORT. 31.1120.4111.11., TP.26 SR. NOT ES REMOAD OR IV..29.3.1 MOLT 0,112134,..1.1. APPROVEDOTTILED.DEL 1112 WARM. 9,1421C014.12.4 14.911)1 OF 10 )2,11/03,112 LAC 03. WIC. D. TILE ElCAVADDLI 4199/41,3123301)94. ERMA. 1.1691.1., 021300T .4...01900.1411C4,141, COWNWARDAND 0131WAFD MOM TIE FRSCRIEDSURFAC,34.4DELIEVAT1.13121.01902.ROW OLCAVADOR STLAI,E11039.1ED T01312 2.03ED 32,21.3.3 ELEV., ADD S3.16.2 406(2,1130111,710........ 9.1234.11.93 02 TNE .4.117,014,42999 44221100.45 031.5.01.41/00,23.1,1110.105-323. SR. SE0.12.1019AX131.229 .4.142 P.., Or DRUM. BORROW IL.WILDIT II; SLOP, 134022D2 MOT 15580.55x901TO 1 300TVERTICAL 14. .32421.14314,443.1.09.110, COVIILACILICSIAL1LINVORVIT WADE/VW WIT91.11.11913 Di .4..;31.2,13,133.1 .J.S. MVOS A .0,2931 394.0 AIRSAC.111121.0141E0TOAVID,VATX LWOW LEV. ORROGMETW. POSITS %TRILL ELEV.. .51.11, MUTH. SUO P.M .1035.G G.B. AREAS TX, NAVE REOL 1.3,13 6.49111349. BC PROTICITO 31.11SURSEODENT CORSTRUCI. 0231,D091,111.4211CARD13.1031 FE. ALL AMEASTILAT LIAVE BECOME 112111216.41,3110.3.;31,14.1...., MOE ALL 9.1.2, 06111,313 RITILECONTR,TORS 04,9.41109,2113.1. BE .1013 TO EL.104121112,214.4 09022411.0ITIC41,1213. RECILDIDALEVIS CC 11; P. W.- TC0.2.4333 915.70 PROPOSED BUILDING ADDITION 5,000 SF 111,01.391.4.1.691.63U1.13.C.4410 AMA, EILIVATION 32191 NOT., 51112341.310.10 MOT., OR 610 200,211. TDEPILESC4SED ELEVATION AT AMY POW WHERE LATA9 .413/1113 1.392. 33, TISCSTRIET OR 1D,R, ASIA SUSC.-.0.31199.9292ACCELEVALIC413144.11.3.3.1.1.2211.210113 FOOT.. C..10 TOOT 13E.V.TILEPRESO,FOELEVADOLIOSAVIT02.41117.0.9.32.314.1114.- PROPOSED BUILDING ADDITION 54,7005F -917 919.70 -I*, 9D1-7k-:773 Z . . 07/21/2019 CMA EL JGP IDIED. BY MLL PROPOSED BUILDING ADDITION 560 SF Chad M. Ap! m2007/12/2019 GRADING PLAN fr » 4 DELT ILIADDL 60 C4.02 SCALE IN FEET 3. ALL GRAD. SIDELVALSS AMR.. ADAROVIT901111AVE A .../VILOVILIDDLCALSLOPS OT4-...1310319,1.33., 1421,4, 4.4331.11234 0103S SI. 0213; W.D.1.140, MN 0.1. ON MO. DA., STALL DRA022-4,31,1421.0.2 49 LS; C... 13911.REAFW VTR, PIE 611.22 DI THE DOD 210.11EADARODTID PARDRTO .095 COS., 0,21123.4.11. CONTP.OR SHALL NOT,. 222,EERIVAD.TELVDTLIERE13.3.9411,6MVSEN LILE 6.3231T 134 THE MID VER51231142 DE.9 04....3200,9141-2. V202.2.11111.,024,1,01321. 4 C.19.01.11.1..PRECALIDONS DECESSARTTO AV. GRO.1113.413,0 P11,231111.1171, 0.72,11214 4.36 021113 PROEM 02.1.0.4.2 KID ,DLY 11.0263, SOR 71.0.131.1. MOROI. 001232341,11,1111.2 .211.1104 0911.43,C). 3.11. DYSTRARC41.11.114,....1,26 COMSTRIJCLION AMIDES TLI DESCRILATED.. RA, WITIVIL DLL 034)91.13011.1 RIDTPXTEDTO .42.0441.10.3111)32 FELDTOSAVEADODIG1,111214,21ECTED 31 THE C., 11; ..1152102333311;01213.02.102.3.1,1041901...SWODIONCLUDS.RUTAVT BE IILLTEDTO 3014203 OTHER MATER. srocc...1714E.0...111,10,.. OF..4.0111- CR MICA TOM I.., COURCI. OF 0114TROCUTS.3.303,3) W2113,029,9,11323...11161111139.2231 1, E201103/..1.4 WMIAVSERCAVAD091.0.142,133112.0.1,3.22.332.2041,90,21G.N. 612.22 WK.. ROOT 411192,112E 921.4216 ARDS.. 4.7.1011.411.3.4104 OEMS O., 1.1" 22.01.10224 VAIRS SD. NOD. TIRE FOLLOW. 4.90 02 COMPLETED UNDER THE DRECT 31322.3)941 OR DIE 42.3.3.21VE 11, TREE REMO. 033119.3,0193,1921.11112.15. REIROVIDSEPATATELT. 92.0110 THE RUM Of ALL TREE0,M/. 09 19ALIC30I10 01.Of11AE S O12 11139903...ET7S03 10112111,15 RI DIE RESTICCTED AREASSI...821921.0 IN LK MODS 13.c 4.2,39,131.112RICETETD301.31.1.162.43321,0,1.4 030 2017,;942 0,21.12;1112 MOM CLEVATION. 01,3 MEL. OPERVOSEST 5492ELA TOD5011.1.1BEC).3011311.1.13 vSla RICIL CV TILE9220.1223113,0.21. 912124.341 0OW1E1ED,12.21.313DORTACE OR 3DILVA1ER919331; 03.1.o1R.41111.120,12.13.23350111,121, TO AR A.30.19,111; CONTRACTOR. OR SMFORT SWAM VATERALTOTILESITE SMALL DETE,ENITLE LOCATION OF .1111.1.ROADS MAT VAT RE REC.32310 021.1.341211; SLIT GR.. OOLLMLICDO,90 ROADS OM FRODO4 ARD 3£13.21;091120,912 0..TORSNALL COLDLY VITIVIDE IDCT.M.NTS 03 TILE ELDII ROURVAIL 0.144CTORSILALL 20ST WSLAIIVER.2.1.9 CDV,TWITII.0031041102)..0.41 C.20 Fr COVER.D.140.4 Or DROIRDALTLVAY. - LEGEND PROPOSED - GRADING NOTES 294390320 0111TOLF, ARE TOF34.0 R., ELEVATOR. SPOT flEVAISOLDAL01.22320133,122.3.01,91,314.1.C. 2. CONTRACTD4 REVEW PAVEVOIT 62.417,21 .DIDISCT.TIEROLLDIRDLID WRIER D2.1931AWAY FROM . 00123,3924.3 SMALL GE COLIMLICITO AS .TLER 24) ORD NORTH 30 DOMING PROPOSED CURB GUTTER STORM SEWER l ..—G DRAWN LE — — Go — CO/DOUR RP MP OVIRELOW ELEV. 6023 ND FENCE SILT INNE WAITS OE CASTURRANCE NOME II SOIL BORINGS DIRECTION OF OVERLAND FLOW NORTH 0 30 60 =SOIL EROSION / SEDIMENTATION CONTROL OPERATION TIME SCHEDULE CONSTRUCTION SEQUENCE JAN 1 FEB I MAR APR MAY JUN I JUL AUG 1 SEP OCT NOV I DEC JAN I FEB I MAR APR MAY 1 JUN TEMPORARY CONTROL MEASURES II 1 1111 I11111 I I I STRIP & STOCKPILE TOPSOIL 11 1111 11111111 ROUGH GRADE/SEDIMENT CONTROL I 1 I I I I I II 1 I TEMPORARY CONSTRUCTION ROADS 1 1 I 1 I I I I FOUNDATION/ BUILDING CONSTRUCTION 1111 1 I 1 II I SITE corisnucnou I I 1.111 III I I I PERMANENT CONTROL STRUCTURES I I 1 1 1 1 I 11 11 I FINISH GRADING I 1 1 I I 1 I I 1J 1 LANDSCAPING / SEED / FINAL STABIUMT1014 1 1 1 1 1 I 11 STORM FAOLMES I I 1 1 L I 1 1 1 I 1 1 1 I I I I I I 1 1 1 1 I 1 I 1 [ I 111( I I I 1 I 1 I I NOTE: CONTRACTOR OR GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE —NOTE TO CONTRACTOR THE EROSION CONTROL PIAN SHEETS ALONG WE REST OF TIE SWPPP MUST BE KEPT UNSER UNTIL THE NOTICE OF TERMINATION IS FILED WITH TIM /ARCA TILE CONTRACTOR MUST UPDATE THE SWPPP. INCLUDING THE EROSION CONTROL PLAN SHEETS AS NECESSARY TO INCLUDE ADDITIONAL REQUIREMENTS, SUCH AS ADDITIONAL OR MODIRED BLIPS DENG NED TO CORRECT PROBLEMS IDENTIN TO AFTER DUNG THE NONCE OF TERIAINATION,THE SNAPP, INCLUDING DIE EROS.. CONTROL PLAN SELECTS, AND All REVLSIONS TO rr MUST BE SUMMED TO INC OWNER, TO BE KEPT ON RD IN ACCORDANCE WIN THE RECORD RETENTION REQUREMENTS DESCRIBED NITRE SWEEP NARRATIVE. —EROSION CONTROL MATERIALS QUANTITIES ITEM UNIT QUANTITY SILT FENCE LINEAR FEET 1,105 SILT DIRE UNEAR FEET 1,305 RIO-ROLL UNEAR FEET X CONSTRUCTION ENTRANCE UNIT 1 INLET PROTECTION DEVICE DP-1) UNIT 0 INLET PROTECTION DEVICE 111-21 UNIT 8 • REFER TO SHEET 05,03 FOR GENERAL NOTES, MAINTENANCE NOTES, LOCATION MAPS, AND STANDARD DETAILS \Sheets \ 2174 —LEGEND TEMPORARY DIVERSION INTOI CHECK DAM OUTS OF DRAINAGE SU 0-RASIN 1310-ROLL DAD PROTECTION DEVICE 1 PRET PROTECDON DEVICE TEMPORARY STONE CONSTRUCNON ENTRANCE TEMPORARY SEDIMENT BASH TEMPORARY STORAGE AND ?MCI. AREA TEMPORARY STABILIZATION MEASURES DEED, MULCH, MAR OR BLANKER AS OUTLINED IN THE SWPPP) SD— OPUS THE OPUS GROUP Opus AE Group, L.L.C. 1/6.1 66. lArmtnixt ADA1.011 RDIDA.A. Opus Design Buitl, L.L.C. osss.ssorr.: 100011 ''S'ambatek www.sambatek.com 12800 Whitowater EON, Suite 300 lmetonka, MN 55343 763.476.6010 telephone EnginERRAg I Stmeing1Panning I TrAtormeMal OUR LADY OF GRACE-MP PROACTID/Nos 5071 EDEN AVE, EDINA, MN PROISLINADER 31644000 ISSUE RECORD 07/12/2019 CUP Submittal 06/21/2019 FR6.67 WPC. CMA IPANI JGP C.60.8Y MLL MtALRAr. I berth/ [BRIE Mat this OA spedfication repos was DN.. ID me or ...n/JDAN.Nml supeniVon and Dull arn cluN Ra. professvral ENGINEER ...Ns the la-AN 6.6. nate of W.v....atv • Chad M. Ay • uv .%.F1 001 07/12/2019 Mss wan revert al Sxtatetk EROSION CONTROL PHASE 1 6-5.01 LL LL vnlE IN FEET PROPOSED BUILDING [ ADDITION 560 SF IP LL LL LL .4-5¢•11) wy 0 II-, WPM =LEGEND =SOIL EROSION / SEDIMENTATION CONTROL OPERATION TIME SCHEDULE CONSTRUCTION SEQUENCE JAN I FEB I MAR APR I MAY I JUN I JUL AUG I SEP OCT I NOV I DEC I JAN FEB I MAR I APR MAY JUN TEMPORARY CONTROL MEASURES 1 I 1 1 1 1 I I STRIP & ST(XXPILE TOPSOIL 1 I I I 1 1 I 1 I ROUGH GRADE/ SEDIMENT CONTROL I 1 1 1 I 1 1 TEMPORARY CONSTRUCTION ROADS i I I 1 I FOUNDATION/ BUILDING CONSTRUCTION 1 I I I I 1 SITE CONSTRUCTION I 1 I I I 1 1 PERMANENT CONTROL STRUCTURES ( ..I 1 FINISH GRADING I I I I1 ( 1 1 LANDSCAPING / SEED / FINAL STABILIZATION I I I I I 1 .1 I STORM FACILITIES I I i 1 1 I I 1 1111 I I I I 1 1 I I — 9 —0 CURD & utr ER STORM SEWER DRAIMME CONTOUR PP RAP OVERFLOW E.. SILT FENCE NUDGE ohms OF DISTURBANCE NMI= SOIL BORINGS DIRECTION OF OVERLAND FLOW OPUS THE OPUS GROUP 9025 Opus AE Group, L.L.C. Wratria.IPOSIMM1 R36.141 --H Opus Design Build, L.L.C. PAM IMMA.M114.0010 NOTE: CONTRACTOR OR GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE CONTROL PHASE 2] r=r 0 1 =NOTE TO CONTRACTOR INLET PROTECTION DEVICE TEMPORARY STONE CONSTRUCTION ENTRANCE TEMPORARY SEDIMENT BASIN 4 '-8ambatek www.sambatek.com 12800 Whamater Dthe, Suite 300 7M631771'.60FOMINdephooe55343 THE EROSION CONTROL MAN SHEETS ALONG WITH THE REST OF THE SWEEP MUST BE FEET °MOE wen THE NOTICE OF TERMINATION IS HUD WITHTHE !AKA THE CONTRACTOR MUST UPDATE THE SWEEP, INCLUDING THE EROSION CONTROL PUN SHEETS AS NECESSARY TO INCLUDE ADDITIONAL REQUIREMENTS, SUCH AS ADOMONd. OR MODIFIED BOPS DESIGNED TO CORRECT PROBLEMS !MINED. AFTER FILL. THE NOTICE OF TERAWINATION, THE SWEPP, ViCLUONG IRE FROVON CONTROL PLAN SHEETS, ARO ALL REVISIONS TO TRUST BE SUE/AMID TO THE OWNER, TO BE KEPT ON FILE IN ACCORDANCE WIDITHE RECORD auemnon REOUIREALENTSDESOTHIED INTHESWPPP NARRATIVE. F4411444,9 Sunerb-g I Fannhg I EnVmmerrtal TEMPORARY STABILIIARON MEASURES (SEED, MULCH, MATS OR BLANKETS AS OUTLINED IN THE SWPPE) EROSION CONTROL MATERIALS QUANTITIES OUR LADY OF GRACE - MP PROJECTS \ 21740 \ CAD \ Ci.il \ Sheets \ 21 PROJECT MOMSS 5071 EDEN AVE, EDINA, MN PROECT IMEPR 31644000 ITEM UNIT QUANTITY SILT FENCE UNEAR FEET 1,105 SRT DIRE UNEAR FEET 1,305 RIO-ROLL LINEAR FEET X CONSTRUCTION ENTRANCE UNIT 1 INLET PROTECTION DEVICE ORD) UNIT 3 INLET PROTECTION DEVICE HP-2; UNIT 16 INLET PROTECTION DEVICE (11,3) UNIT 3 • REFER TO SHEET C5.03 FOR GENERAL NOTES, MAINTENANCE NOTES, LOCATION MAPS, AND STANDARD DETAILS ISSUE RECORD 07/12/2019 CUP Submittal \=\ -lager -iiirrsDidbliko iriir -Sibarsorallic- 9..00 Fy- 10 BD430FFE 91,70 PROPOSED BUILDING ADDITION 5,000 SF PROPOSED BUILDING ADDITION 54,7005E — — le tel -- —161111/1t LI WATTR SERPCE PER ASSUILT DATE 06/21/2019 MAR IPAr0ER CMA DMA, rit JOP IPECA600 MLL AreGSTPATOD BM 44,2 I hereby certify that. PTA sp.:Marlon or report pros prepared try me or under my erect superTiPon and Pot I am a duty icersed prep.:km.0400ER peathe tows of Ore Pate of M.o.. PROPOSED BUILDING ADDITION 560 SF Chad M. Aye t.1 7.. ,,,,,,,,,,, 07/12/2019 p +. • • a 000.Po IOTo let reKrt Pro,. upon roomer:TSw.06,, RP-oeterto, IAN orTee_ 111 - s *ill L_ , o- -sommn- mfflti- Nom ,seaso t*-AiligAtgVisp...ip- usiiir 17 —ali. -5D- - - — 4 4 —(9-- 4 4 4 4 4 4 4 4 jr. EROSION CONTROL PHASE 2 14= }V.= — ST\ 91.110.R r 60 C5.02 SCALE IN FEET 00 d Ja PROPOSED DISTING TEMPORARY DAMRSION DITCH CHM( DAM LAMS OF DRAINAGE SUBPLASIN 100-ROU. INLET PROTECTION DEVICE 1 NORTH 0 30 EROSION & SEDIMENTATION CONTROL NOTES & DETAILS / ''SITE MAP" ,7 41 7rir FOI. OMANI BF FATEMOSECURFLE T70 O WOE. YM WET TOFFEES IFORT 30' CEM. PIM I) SENATE FAST. OVERLOPPIO MOS OF SIIMENCIE IMTERAL FAST TO ALMOAT MOM WITI • TOFF WMF 1115 MOM. EMR5 -SILT FENCE INLET PROTECTION (IP-1) NOTTOSCALL =CONCRETE WASHOUT AREA NOT TOSCALE ITER CONCRETE WA901. AREA SOLI BE ROTAUEOFOOR WWI MOIL. PIACIIIMIT PISTE 2. COMER WALNUT AMA TOLL M IIID WTIx IAA.. 10 ALE TROMIASTIG W. 3. MOTE TOMO. CONTROL IS MOUNTIE ACCESSTO 03NOTTF WM.. AR. IS OFF PAPEIMM. 906 SILUR DE POMO AT OR CORSTRUCOM EIMPACE. AT THE WASHOIII RAM MEMSEVOIERE M REMSOM TO CLEARLY PIMMIETHE I11MTI011 OFT116 • COMMIE WATIOUT MATO OPRTO. OF EONMTEMOIXMo IMAMS S. TO COMM WIMOUT AIM WAIL BE MIMI. ANDEMARGED OR OEM. OUT AS 10.164.7 TO MILMAPI GAM. FOR WASIEDOTICAME. 6. AT TO MO OF COMM.101014 ALL COMPO T VAIL RE ROMPED IDM ME ME MITIOPMED OF MAN ROMTEll WAIT STE 2 WWI OLE COMM. WATIOLIT AMA IMPAMMO. TIT TOURS. MM.. RE MEMO AM OW.. OR OMFAMSF STMT O20 A LIANT. ACCFIIFD IT TO 9611 TO MOICATETIM LOCATION OF THE COMAE. WMTOUT AMA BERM AROUND PFATIFTER RIM MP 1.11111.11 1 4,441.13444 RFOUPPOIO GOMA. WASTE COMM. 014/ALIII1 FAIMMIA ENT ROYER). (..) 011001,10.0a 31011MM. PDF ROES -ROCK EXIT DRIVE 1.0,(12 SCALE COMITTGOON MIA USGS MAP POMO.. ERILECTOR PINT OVOROW 1-COMA OF FRT. ATM. OVERFLOW 2 - TOP OF CURB BOX III FILTER ASSFOALT CU 111611-110W EOM NAPM 11101 ROAD DRAM CAMP. M.O.. • REM. 3067 • MFR. A3312 =ROAD DRAIN INLET PROTECTION (IP-2) MOTTO MLLE 5.11.1.111010 NA11.011.MOVED EILIMMOR CONOWEPRIELIEXT WI/MOM E16.6.31 AVM. MR MTN. APPLEATIONS. MAW. SNAIL RE FL.F17 EMMET. MPS MEW/ MO AW STRIPAIDM 60. FOCA APR011 OR TREVOR OF CPO SHIM RE FOLD. Ut11.1 DN SMIMI EC MD 6.0 GOWN I OVERUI ROMOACIMI.1 ITCOIMIENTATOM 1.21,211xat ROOM POIRMFO PIT OM MIT RUM OXIMUOUS PAILIMPT. [MOM GOMM. OR AMU. PARROTT -SILT DIKE ON EXISTING PAVEMENT 1.0,0 SCALE 04 OPUS THE OPUS GROUP Opus AE Group, L.L.C. 1..1. 1 122 122•1220/1221021,2 222.242 Opus Design Build, L.L.C. P.2.1 1.241212129222110 222.11.44 r4ambatek www.sambatek.com 12800 WAterratec DM, Sutte 300 Menet:des UN 55343 763.476.6010 teleph004 ETOMPRIP I &M90 Ffi351161 EIMEORAPARP OUR LADY OF GRACE - MP i20.£22.22.2 5071 EDEN AVE, EDINA, MN 212262/22.264 31644000 ISSUE RECORD 07/12/2019 CUP Submittal 06/21/2019 224213212.4222 CMA DRUMM JGP OEFOTOPY MLL EMSTRATIN Pansp.allat. o rep. .asprep. try me or under my died pervhSan and.. I am a Atly kerued praional FROMM IMO the taws 01.state or Minnesota. -GENERAL EROSION NOTES* 1 COM11.611011 SNAIL COMMWMIALLAPTICAME COM AM. COMIALICILT 10 MOLE WHERE 60101161 EMT MEM. LOCAL ILINSOCTORAL ROM. SIFOMA1101. MEMAYMIES STARLIAMMIFOREATORS. TM LIORISIIMPENT SIFORGAPON TOMATM. • THEWOROWATER KUM. PROMMT011 TAR WPM) IS COOP.. OF OM ORAIN. IFF439011 516.0(.111311 CONTROL ..11-136 MOO. TT STANDARD OFTAI. INF RAP MARA... IMAITIONCES, METE HMO MO ALL SURTO/FM REPORTS APORTATED OLIGUIMATS 3. 00/111.17. WAIL SE RELOSIMIE HO COOTITING a SOVIIIIINO 111E AIMEATX. FORTHE AGICAG.FRALSTORIAVATER MOT FOR COMMUCTINIACIATV. /110.1711ACTOPS AMO SURGOTIPAMORSIMOVILI MTIM STORM WATER POL11001IFITIMITIOR MALL 0.7.1A WM OF TIT MEM MO TO SIAM OF IAMESOIA HATORAL POLLUTANT 060...IMMATIOX MST IA MIMI ..7 (MOB FFRITE ISSMORUOIST I. 2018) WORT MOTOR WIT TT COMP. TT SWEEP ARO AM MT FA ROAM LOCIATENT6 MUST REMIT REMIT. WANG cotennucnov. CONTFACTIMMIL NIKEVENT UST POWAGEIVENT (VAMPS MOUND BY T. AMP MUMS COMPACTOR MAL MIME TM INSPECTION MAIHRIalia MINE PAR RAO DIS'. IREVOITION .01A 11.1.6 OF CONORUITION MO UNTO CONSTROCOOP E COORIME. ISMAIROVEDRY ALL AMMO. MO TNE110.2 OF TOUAMINPI PIOT NFA REIN RIFT LUNE ROCA MOTOR TIF OTTER OR OFFRATOR AS APPROVED OR PEROTADOMONAI MAPS OPALM PIRLEOMMO AS OCIATED sycomornoxsArwmoomoroucomo OWNER THROLICOOVE AIL P.M OF OMMAKEIOH. 5. COMPACTOR TOLL EMMY WIN IP.AEYJEG RFOTREODITS PI PAW 21.1113 MITE GOMM IMMO. fi BOIS MO CONTROLS GM MINNA TOME.. STA, OR LOVE ALOAROMPTS OR WPM. Of MACE.. /3 AFILYABLE MIITIOCTOR SM. MATINEMADOMMIAL COMO. AS 011.11 II BY IMMO. MOM OR OWX. 7. MGR. RUST CLEM. DOWN. PM TAM WATERS FUMES FOR MY 60.111.1/011.111OR UMW.. STATE WATERS ORREGITAMEMEMIAMIS OUST RE AIMIUMFD ONSET AT OM TM. ▪ CONTROMOR SPAM IMITROF CLEARING TOTE RIATIAMI MOO MAMA. 0/1/5 MOIRA. BEEK MAMA: PEROT. THE 1501.00.1.1 OF TT MFR.. TOM SW/IMI MIME MC TAM TOM AF MOM" TFUNFAMO (LG. WRIMAGS. WM. 675113, RT.NMLFG)OMTIE DEVELIAMENT STE REHM WDM MOM PRO.. OSTU.IMALREMS OUT NOT MOIR ONTOF MIMI. OF ROTIOLLACE • 6 TOOT MINTRAMOR LOLL OFAOTEOV FLAIMMTDAPPORE PARING RAO TOMPF AREA WHIT SPAT ALSO BF MO AS T. FOUPRFOFTMNMFFMMCFMO CLEW. ARFA DIPTITH MAD. AREA MP /ARMOR lOCATINOFORTAIIMFAMITES. Of FEE MASA ANET0LF7 MERTES SO ALL WREN WATER TOMMIE TWO. VOIMF GIIMING. OMAIM.FTG) OUST IT U1.11,70 A COMO AREA OF TO 51. IF LOPTIOMOANT MATO OA DOPOSFEL 110 ERATO .01.311/ AMTVIO ON WE IL All 1.11111.10 SOL. WAS IFS GEMPATED CONCROE WATOOPTOPOOTOM RIM ONTAINOMP A LFAMPROOF COMMOIEMFACRIIT OR MOVOTOBLE MET A CORPOCIFE) OAT UPFR 5 ROT ACCEPTS. TT TWO APO EOM WASTES RPM NOT COMM TM MOM. ARO TITRE OUST POT SF RUPOFF MOOT. 031101/. WASHOUT OPER... OR MEM MITI ARO ROM WASIM OUST RE DOUSED OF PROKTIAM COOTJANGE WITH MOM REGIRATIONS PMUST BF PM.. ADAM. MUCH WASHOUT MONT TO %FORT COMM. FIRAFRIE. MARTO. TO UMW THE PROF. MOM. OLF-COMAPIELI COMM. WASTOPTS OM CONOTTEDFOVERVERMMARF ROMEO . SITOOTO 121. MP GMAT ARSOAANG VATFALUSAMEI FLOM.. 6001. SWIM BF MNNTAMF0OV ME OR REAMIAVARAELETO COMM MT MEOW FUEL OR 011.6. EMUS.. IIARS 33. OUST ORME STY MAIL BE COVIROUILL OFF OF RIMOR 0113/210 TITIR IFTRCLOTA MOD OR TOM TOMOS FOR TURIMARRESSIC. OFERMIONS IS PROTWITT 24. MOP WASTE COMMIX OTTO, MAO. 6 COYOTE IMUMOS. FLORIO. MOM IAPMPIASM., FAMG COMMA.. DEMOUTOM ITEM 1/011). WASTE OMIT M.S. OF PROPERLY& OUST COMM WTM MTA OtSFOSAL 15. MAIM001)5 IMTAMS. OR. CASON. PORT MLA/MOLT SUISTMLFS OUST BE PROPOM OTTO. AMMO. STOMA. COMMHOMPT, 70 PROEM MLA TEAM MI OO. 0.71./API. ACCOST° STUMM AREAS OUST IF PROAD.70 IMMO MOATS. STORAGE L WPM. OF XAVADOUS WARE OUST IT PI COOMOACE WITH MPG REGUOTOM 16. All STORM WATER POOT11011 PROMATEW MEASURES FRESENT. OR TM PIM. MO POW ORM SPAT INMATIO AS SOON OS PRKIIMBIE ARO PROMO SOIL 061111.016 MIMES MIME 17. DITIOSEDROPT0113 OF T. OM MERE CONSTR.11.1ACIAATENASSTOPIF 61.11 6F TOIPORAMESEETED. 14 MS OF PIACTROG SEELVT6 OTT BE IR ACCORIAMM OSIDOT SEED IRMA/ POORER 21.111 M21112 OFSFROOP ON MESE.. OF TOM% (SEE OMEN SIEMICATOP SECTION 2176 OSEFOMG IMINOTATORMUGATIOR RATE.. COMORO). OMPOESITOOMTOR WPM 2.6763.11.70MM M ARMED PI ACORD.. WE. 1). RAM 511610.11011 SCION /PS-WA. 25-75-1G. ALITOIMMAR XYDRAUTC STIR SUMO. IR APPORPAPM WITIOMOOTSPECTICATOP SECTOR 2173371 ORME US. IR EOM MTWPORMYMLMOL 1E. OSTORAFT PORTIONS. INF STE M. COMMLICTOMALIROM PAS Ft RAWMOLV STMFFEI OWL BF IFIUMAUTIR PRAM= THEY ARFAS51.1113F517.1DIEVIAMOROMICE WTI EMMET TMTDESOIDED MTh ITE.GRATING PLAV MOMMIATOSCAPF PIM FOR MOAT. FOWL 15 COMMACTORS OR SURGOIORAMOR5 WASE ROAM. ,AF FOR UMW. SEIRMOMFROOGOMETANCES IMO TEROOM., SIFITATOR SAMOTOT RAF TOMB. AS EEO/MEM WATR OPALITIMANAPEO.1 RASOSSELOCINT OAST IF STAMM° 70 IMMO IT FROM BEM MORI 114.1.0 TM PAS h. COWMAN., OR PLIATIAGEWATS 1260.1.611. WITTE OR rowMMWATOM TIMOUT OF FEARIANFAT MOM MUST IF SUF,10017 10 RULER TT BITOTO OMMI LAMM. XL OPMEEl OFISPI SOO. 5700111E...613110. AREAS 311A11 11) FROMM° FROM FROWN A•10 SMATTIMITI MUM. PAPLEOFITA1101/ OF BOPS. STOMPILF MD BORROW AMA IDEATIONS 61.11 OF NOTE/ ON TT SPE MAP/A0 PERMIT. DI ACCTROM. WITHE.FML FEROTTFOUTOMPTS 21. MOPOPARMOT STOLL.. VIM NAVES. FENCE OR OMER GEFFEITIF SLOW. 0.11,1101.3. GUAM. IMMO STOKE WATERS, PiElL1ONGSTOROWATER 0111MM/ACF5 500145GM& PUTIMISTFAT 0110l. RE AMES LOLL MUM IN • ROM liFITO 0.6.0110MAGTIF MATTO FM. TO MOP. RUNOFF VOOCITIES Mn TROMP/ 13. DUE TOT. PRAM CIIMPFS DURING TIF DEVFLOOLFRT OF THE PROT.. CONTRACTOMMIL BF FISPOMME FOR MUST. THE EROSION PLOPTIOL WARW. .2 TREES Off. WAS. ▪ oaannox MOMS. MGM MEW. E.... All OOKSTRUCTION POLL REVAMP. AT TIE F. OF FA. WORCRIO 6.211.1).61115 L.P.. wine.. Foil °nun cownturno.oto PLACFMAT OF GRAVEL OA WM.. MANG .110.1.1) C011511.1,0i1- MAINTENANCE NOTES' IIIMPLASM. SUMO ON TIM fROSIMINIO SFIMONT COMBO KAY, MO PI TT MOOR WATER POILUM. PREVENT. MAP LOLL RE OAPITORFO IT FIALMINKTOPAL COMO. PRIMP ICNGeA MITRED FOR A COOPLITIO TIME OF WORM MAL STARIMATOP MTM SITE TM DESIMMT. COMM PERSON MOTO ON MOM OUST ROME. AMT.TM GOPPIAUGOOP 011SOF OM EVEN SEVIN DAMMAM ACME GONSTRUCTOR ARO WM. 1010111. AMA A PAPP.. EMT WM. TIM OS TM6 2,1HOLTS. AM EROSMI RAO SFOTIFITATOPI COMROCLIETUR6 PULL IT CLEM. MO RUM. IR ACONDAME MORN. 1. AILS. MIMS OLIO SE REPAIRED. ROMMEL OR SUMEINT. VOMI INV WOVE NOMUNCTONAL OR TO MOVE. REACITS1/2 OF TIE 11F/611. OF TO FFAGETHFSE MOMS MUSTIE OA. MINA 21 NORM Of OPCOVIAT. OR ASSOON /MUM 03.010. ALLOW AMOS TERIKTATIAMPOLOANDIT SFOLOOTATON MOM OUST IL MOM) MT SEIRMENT MOM. MOM. DEM OF HNE. COLLECTEIMITIF ATM MAU. 1/2 TT STORAGE • TROPAGE APO RI MOM RECOOPLETO WT. 71 ROOM OF LITONFRE EON SOLIR MEMO CONOMORS AILOW AMMO. PART01-10, OF TIT 6 EMR/1 IMMO. 3. ATOM WEAR 1.11.0116 CPOIMPF WOES MD LOW.SISTERS OUST BE POMO. FOR LODEN. OFSECORENT REING MOST. SY MOTOR. COMMAMOR MIST MOORE. OEITAS APO SWAMI, MOST. MOIL. WPM, .6111.46 ORMINGE WAYS. MT. AMOS. MO OTTER MARIAM 51170.42 AA RESTRAIMMEMMAS MERE S.M. Al MOM IN WORD SOd ME PFAIOVIcl MD ST AB93.1.1.11/ MT MI. I SEM ()) 0. Oki INSCOVERY MUSS PRICILIDLO MEGA, REGATORT011 .101..765 11.611.1.3. COPTIOCTIO MAIL USE ALL MASOTTI. EFFORT 70 DUNN MOMS 6 IFIFMUITIL MAMA ANESTAMPATPLI MTV TRIO PUTS WIMP SEVER EALFADOI ORM Of OITNIMIG ACCESS COPTIALTOR RITIONSTIE FOR CONTACTING ALL LOCAL, MGM. SIAM AND FETA. AUTHOR.. MD RIGLIVINO AM MMUS. RELIT. PRIOR TO COPLOGIE. AMMAR COHSTRULTIMOTELEPPLE110110.110N3 WM RE IMIECIED FOR FEMME Of OFFARE SFEIMEXT 11.03M 0.0 PAVFOSUIP/MS.11.....O.F. OM ME AMOY. .031 ALL 0.-6111 PAVED STREAM WIT. 1/ TOMS OMMONERE OR P ATERGAME, W.. A SIMPER T OEM OPOLE ECM PAM 9.116.12 OF ERE MIMEO PEW. S. COMMCIOR 1.6.1160. FOR 11. OPERATOR MORIMITENOMM TERVORAMOM FERVARMIT WATER PURIM OAMPEOFM RAM AS WET ASOM EROSION FRIVENTOP RAD SFOOLENT CONTR.. PAM IOR DOLMA MAPF CMISTRUCTON MOM MOT TM TIE IRRAITF-FOOMERLOONSITI PIERMOTEF IIRSASSUMO GOMM EROTPTA. TO MAIM TOM OF TM NKA OMER. MOM CAM AIL ARMS OF THE SITE TOT TAW PM REM )17.11 TIMM. ORTM SPE NM 1.1110EAGO. FOOL OIAML4110. /AT A .0E1 HAS M SUPOITED TOME OKA EL IF SITIMMESGMLS TIE 60.1.1.11. SILL OF F-Sn ACLVIIMATION Of ODOM. M.R. BF REMOVED T A MOPPA AROMA FRONFAMMUF11001720 ROW. 0.51111RIPACTS MG. RIO.. ...Pt PI MEM OMIT. WASPOI WO MOM SEWERS MME NOT RAT ANOMMOSE A SAFEFOOMAIRIO USERS Of FIMUCIERFERS). / ALL 111.7M710,1 AREAS OUST OE OSIMIED 70 EPOIRE TOT AO SMOOT MOO OPPOTP OTISTALIMION ACTOIM6 PIACILM INF IRTITRAIIMI ARAAMMO. MIAS MP FATHOM TIM 03/0.11011 TOCORTRUCTION MAMAIDIT MM. ACROSS TO PORTIO11011 AREA =SEQUENCE OF CONSTRUCTI N PHASE I. 1. INSTALL STABILIZED CONSTRUCTION ENTRANCES. 3. PREPARE TEMPORARY PARKING AND STORAGE AREA 3. CONSTRUCT THE SILT FENCES ON THE SITE. 4. INSTALL INLET PROTECTION DEVICES ON DUSTING STORM STRUCTURES, AS SHOWN ON THE PLAN. 5. CONSTRUCT THE SEDIMENTATION AND SEDIMENT TRAP BASINS, AS REQUIRED. G. HALT ALL ACTIVME5 AND CONTACTIHE CIVIL ENGINEERING CONSULTANT TO PERFORM INSPECTION OF .MPs. GENERAL CONTRACTOR SHALL SCHEDULE AND CONDUCT STORM WATER PRE-CONSTRUCTION MEETING WITH ENGINEER AND ALL GROUND DISTURBING CONTRACTORS BEFORE PROCEEDING WITH CONSTRUCTION. 7. CLEAR AND GRUB THE SITE. FL BEGIN GRADING THE SITE. 9. START CONSTRUCTION OF BUILDING PAD AND STRUC11.IRES. PHASE II: 1. TEMPORARILY SEED DENUDED AREAS. 2. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS. 3. INSTALL RIP RAP AROUND OUTLET STRUCTURES. 4. INSTALL INLET PROTECTION AROUND ALL STORM SEWER STRUCTURES. 5. PREPARE SITE FOR PAVING. 6. PAVE wit. 7. INSTALL INLET PROTECTION DEVICES. 8. COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING. 9. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF SITE IS STABILIZED), IF REQUIRED BY THE CONTRACT =AREA SUMMARY IN ACRES PAVEMENTAREA ILO ACi BUILDING AREA 12.19 Mt SEEDED AREA 12.25 ACi TOTAL DISTURBED 15.99 AC* PRE-CONSTRUCTION IMPERVIOUS 17.72 ACI POST-CONSTRUCTION IMPERVIOUS 110.09 ACL 0.110.11/010•M OPUS PROM.. 10360 AR. RO W TFL 1.171.1371.0 3I101 53343 432-656.0 PM MEMS M / GENOA cornx-rolt SII282211.2[221, GEWSTRUCI 1.11110). MUDAILIC SOF ST. OF 211 12E26. FRAME DROP OUT MN MATE =SITE LOCATION MAP POT TO SCALE AllA01112 WOVEN WM RPM 70 MOROSE 131111 IIIREF.011113 MONTI FASTMEAMILF ROTE I' RC SIAM WOW NEM FFIM PIT MATFICAL COVER ROM 201 WOMMI TAO RIM WOVEN EARL 141/2 W.6' KM OFSFI OPOMOMIA. ulAccootoma ASTM DM61 LATER ilIMPPG mml I- ATOM IllE WOE. IMF FFM. TO A(11 ROST MOTIF MOTGOILE TOTHI WO/01 MO FORCE (SO.. LOOT 301 WITI TOM MAE TES ORITITA FAS1711.3. AT SVACIT WTEKII.F TOR r OF INF F/MUL KRIM FROMM MOON." M OfORTSIMOIN. ME FMK. WM FAM PLOCTURF MMO' VOITICALIERMAT. I WN. MVO TOMO OF PIM.. LIATFRIAL MEM.. OTTE IIIIMPALL RE OPFAMMED ACROSS TVO POST. 3. IMMOIAME MUMS KNOW. AS NOSED PI TIMOVIPP....6 OF ACOMPEATIMICIOEMS MINOT MEW ORIMLITIE MOT OF TT MOM IMPOOPOCE CLEMOUT OUST BE GOLOMMED 1.00.11.70 MAW ROMMAATFO SOMER. FROM REAOLVE ORIMALFME TOW OF THEP. FM. ORIEMAIABOVR GRAM 0. ALL 611.), FINCEINIFTS TOIL IMO. VOIT SOFPORE 2. 70 3) PRATT NOM) ROM IMISMIAT MULL. PRIOR TOOT STAM OF ANISIM A/10.0(13013 SHALL. POPICIE FOTO.. MOI IMPFAIL LIMITE/I.EF OF OMEO. 51011.1111. A TOP MLS NG OF XEIN GO OA REICOVAL APO 2.22,C22, ENT Oi THE GRAVEL AS 1..20122202. 02,1 FREE ROO LOILEGTO NUT MUM MEW PRIOR. 001...) NOM) TIIMILAILL/14.0.110)17...MOMMTPP O.11.011). M121222 6122:21.12,F2201•210W 0\90,22r 2.22R2.1.201.21225 AM 2 =RM. .2.21112,1,24122/1112.212242L MATC2122122021.24 22122 WARD ALUM 122 DIM .2% 0{.11.12.22.21212112=11 OtOar 1=2 11)R=. OITA OTIS. VA 22,2212.2.21212r22 1 PUT WENT. colas 2252 SI K22020 r0.1 MI MEW 20,2122.2001 MTN 22 22/01. usag. 222022,41222 421.11, wrax .22.1712 0212,12 1211.2904.221-2.12A2 1•22,1294 RS232 MUM& Of sea vera MOJILMT131 OR ALL26.1a10 A WOW MY NET 0.062,222,2 4/21.222112:22Or.(61.17276.2:,17:6213A Mar 822.211.2/22222221.2221 06,20,222 NMI COLIPUT. C2,112 ACM21 1. %nangartaari. 062222 MUM. MO WM/ .02:2372122,1 2221 2221,22,232r9.0M.E12.12.2101222X2262.22. ISOMETRIC RAW =12.211 tr. Ver., 201222.02122,212r,2 022422,[2.,.. 9.11:222420.1XIMWANI.2.222222202.1-02 •= INLET PROTECTION FILTER SACK (IP-3) = N.TS. FORUM ONE PI MED ARMS MORE YOM. IMOSARF TOILTEEITIMF VFM LOW.FILTERSACMIUST RAVE OVERFLOW TOM TO PREVENT ITIRTNO. COMO WEE... AMI OF 3. UM GADO. MINOS. FENCE OAT.. MAUL OF CV INTO MOUND WORST. TR OCOAPIAMORIMM-UR MEI 62.12,11.11T 212,16/211/22.222,2202 2101221221122 114.2.2112.2020220 hillref ropy/12Am.. aa72.122i 1.00252.01242, USE 2202411:2A r12222.2 20 INT119011.2 AVA. -e_ Chad M. Aye caw 07/12/2019 e'r7,2a ay.* deeea A saa'ATMO. . us kr a ore signeclapal lannetordad.Moli4m 9.22-1712E EROSION CONTROL NOTES AND DETAILS C5.03 Opo A & E - L,\PROJECTS\21740\CAD \avil\Sheett \21740-05-EROS.dwg [EROSION CONTROL NOTES AND DETAILS] J 12o NORTH 0 6o OPUS' THE OPUS GROUP Opus AE Group, L.L.C. I.LPEFAREot Irmtrly 55.412 GE2.4141 Opus Design Build, LLC. InstEra Foommt PAW. A.55.141. GSM.. Sambatek www.sambatek.com 12000 Whitenter Dire, Suite 300 lAmelonka, 601 55343 763.47E6010 tHepbone Engheerhg ISurveybp1Pannhp tErnirormental POOR. OUR LADY OF GRACE - MP PARKE NORM 5071 EDEN AVE, EDINA, MN PAMECTNA.e 31644000 ISSUE RECORD 07/12/2019 CUP Submittal LITIE 06/21/2019 MORO LYNG, CMA DRAW. .1GP OLEO, IN MLL R£4317.11. I here-Nowt/1y Hot. L,LLA SEEPREallom or report was Re-pared rne or muter Ary daNct FENNY.. awl Out I am a duty kens.] professtorHIENGINEER .00 15. tows of the L.. of Mitnesota. Chad M. Ay t.1 0.00 07/12/2019 a we HREAP copy E.t.a wooem Et RETAILERS, oelo• OVERALL UTILITY PLAN HIMETERN.R C6.01 — L: \ PROJECTS \ 21740 \ CAD \ \ Sheets \ 21740-06—WILdwg [OVERALL UTILITY PLAN] July 12, 2019 — 12:09prn mignon „V \ =111.51'.75Z,, L L J E.:2 54571— I ra:i. 174.—L/457-- LEGEND PROPOSED EMIL. CURB EL GLITTER Roam SEWER 0—)) —E3 SMEARY SEWER 0—• 0 FORCEMSON ISANt kIIRI —0 WATERMAN EtI— —FIEI EASEMENT DRAW. — ILL — III — GAP UNE ELECTRIC UE TELEPHONE 'SEE MOE FOR HEMLINE,. NOTES SCALE IN FEET 1. THE UNLITT IMPROVEMENTS FOR 11115 PROIEC1SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE 'STANDARD LITILMESSPECINCATIONS. AS PUBUSHED BY THE CDT ENGINEERS ASSOCIATION OF MINNESOTA (CUM), EXCEPT AS MODIFIED HEREIN. CONTRACTOR SHALL 08011110 COPY Of THESE SPECIFICATIONS. LI. ALL unums SHALL BE CONSTRUCTED IN ACCORDANCE WON OTT REQUIREMENTS PROPOSED EXISTING CURB B GUTTER STORM SEWER ABB SEWER 0- FORCEMAIN ISM.) 10- pu -(S) WATERMAIN 19.- I --41- Easpwurr DRANTILE - - GASOIE 0_ ELECTRIC 10 TELEFHONE VI - -- --- - --- I 1 , - CONNECT TO EXISTING IAN 1E494.30 CBMH 2004 RE-990307 1E493.37 2211-24° CBMH 200 HOPE @ 100% I CONSTRUCT OVER MEMO 36. RCP RE402.27 _ 28 - 30" 1E493.45 1E9693.15 N,E HOPE @ 1.0035 C.0/1,,,,,STR7UCI;VE:,1 'I 99 80 9169 57 LT. 27" HDPE @100£ 2611-24. HOPE @ 2.001 • -321.F -12" r tv% F HDPE @ 2. • SUBSURFACE F420 CFVPATTORAGE CBMH 201 RE9903.14 1E493.73 11. CONTRACTOR AND MAME. SUPPUER SHALL DETERMINE DIE MINIMUM DMMETER REQUIRED FOR EACH STORM SEWER STRUCTURE. 12. THE UNDERGROUND STORMWATER SYSTEM SHOWN ON THE UTIU12 MAHAN° THE OFTML SHEETS 6 FOR INFORMATIONAL PURPOSES 0102 AND DEPICTS THE MINIMUM STORAGE REQUIREMENTS AND THE SISTBM ELEVATIONS. THE corfnucToR (WITH THEIR SUPPUER OR DESIGNER) SHALL SUBPAR DESIGN DRAWINGS TO THE ENGINEER FOR RENEW AILD APPROVAL PRIORTO CONSTRUCTION. THE DESIGN DRAWINGS SHALL DENGUE. FINAL LAYOUT AND DETAILS TOT OWSTRUCTION.INE DRAWINGS SHALL BE CERTIFIED BY A UCENSED ENGINEER FORTHE STAN IN WHKH THE PROJECT 6 CONSTRUCTED. THE SUBMITTAL SHALL INCLUDE All NECESSARY PRODUCT INFORMATION, DESIGN CALCULATIONS AND BE00016 REQUIREMENTS FOR THE PROPOSED STORMWATER SYSTEM. FOLLOWING ODNSTRUCTION, THE CERTIFYING ENGINEER SHALL SUBMIT A LETTER TO THE OWNER AND ENGINEER INDICATING THEY OBSERVED THE INSTALLATION ANO T1E INSTALLATION OF THE STORMWATER SYSTEM WAS IN CONFORMANCE WITH THE CERTIFIED DRAWINGS. NORTH 0 30 60 P11.1 Kali IN FEET -UTILITY CONSTRUCTION NOTES OPUS - LEGEND THE OPUS GROUP 12. CONTRACTOR SHALT NOT OPEN, TURN OFF, INTERFERE WITH, OR ATTACH ANY PIPE OA HOSE TO OR TAP WATERMAN BEUDNGING TO THE OW UNLESS ODES AUTHORIZED T000 SO Br THE (IMAM ADVERSE CONSEQUENCES OF ANY SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE THE UP311.1 OF CONTRACTOR Opus AE Group, L.L.C. Ma. lizaS Mai Ifen..10159,1411, 652.441 13. A MINIMUM VERTICAL SEPARATION OF 18 ItrliES ANO HORBOIRALSEPAMPON OF 10-FEET BETWEEN OIESTJE FIFE DIAMETERS IS REQUIRED AT ALL WATERMAIN AND SEWER MAIN (61111.0010, STORM AND SANITARY) CR055111. Opus Design Rued, L.L.C. TDST am Mot P. Prrec0614...1.00 =Ma. 2. ALL MATERIALS SHALL BE AS SPECIFIED IN CEAM SPEOHCATIONS EXCEED AS 1110010E0 HEREIN. 2.1. ALL MATEMALS SHALL COMPLY WON THE REQUIREMEHIS OF THEW, 21. ALL SANITARY SEWER TO BE PVC SOR.35, UNLESS NOTED OTHERWISE. 2.2.1..SITNITARY SEWER SERMCIS TO BUDDING SHALL BE PVC MN 40 CONFORMING TO ASTM 02665. 2.3. All WATERMAN TO BE DUCTILE IRON -GUMS 52, UNLESS NOTED OTHERWISE. 2.3.1. ALL WATERMAIN TO HAVE 73-FEET OF COVER OVER TOP OF WATERIAMN. 2.3.2. PROVIDE THRUST BLOODING AND MEOMNICA1 /011. RESTRAINTS ON ALL WATEIUMUN 70003 PER CITY STANDARDS. 2.4. ALL STORM SEWER PIPE TO BE SMOOTH INTERIM DUAL WALL HOPE PIPE WISH WATER TIGHT GASKETS, UNLESS NOTED OTHERWISE. 2.4.1. ALL STORM SEWER 1.7 FOR ROOF DRAIN SERVICES TO BUILDING SHALL BE PVC SO140 CONFORMING TO ASTM 02665. 2.5. RIP RAP SHALL BE WON CLASS 3. 3. COORDINATE ALL BUILDING SERVICE CONNECTION LOCATIONS AIM !INERT ELEVATIONS WITH MECHANICAL CONTRACTOR PRIOR TO DONSTRUCDON. 4. All BUBDING SERMCE CONNECTIONS (STORM SANITARY, WATER) WrIll FIVE FEET OR LESS COVER ARE TO BE INSUIATEIT FROM BUILDING TO POINT WHERE SEM OF COVER IS ACHIEVED. gambatek WWW.SaMbatek.corn 12800 Wrgerater Wee, Sufte 300 ADmaton28, MR 55343 763.476 6010181pbone Engbezdng I Save,45101P01nIng I ErtAranmertta1 OUR LADY OF GRACE-MP OVAIACivil \ Sheet.: \ 2 PRoact ACM6S9 5071 EDEN AVE, EDINA, MN S. CONIRACTORSHALLTAXE.L PRECAUDIDN5 NECESSARY TO AV.° PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PRAMS OF THIS PROJECT. CONTRACTOR WILL BE HEM SOLELY RESPONSMIE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCITON PHASES OF 11116 PROJECT. CBMH 303 -0E=904.70 1E9901.20 - 6. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE Willi GENERAL. ACCEPTED CONSTRUCTION 11-49., CONTRACTOR WILL BE 501111 ANO ODMPLETELT RESPONSIBLE FOR CONDITIONS ON THE 100 SITS INCLUDING SAFETY OF ALL PERSONS ANO PROPERTY DURING PERFORMANCE OP THE WORK THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE UMITED TO NORMAL WORDNG HOURS. THE DUTY OF THE ENGINEER OP THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF 00XIIMCTORG PERFORIAANCE ISNOT I/RUMFORD INCLUDE REVIEW Of THE ADEQUACY OF CONTRACTORS SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. PTDECT HAMER 31644000 ISSUE RECORD 7. AU. AREAS OUTSIDETHE PROPERTY BOUNDARIES THAT ARE DISTURBED BY UNITY CONSTRUCTION SHALL BE RESTORED IN KIND. SODSTED AREAS SHALL BE RESTORED WITH 6 INCHES OF TOPSOIL PLA.D 8E0E1E11911E500. fl COEGRACTORSHALL BE RESPONSIBLE FOR PROVIDING MD MAINTAINING TRAFFIC CONTROL OEMS SUCH AS BARRICADES, WARM/16516M, DIRECTIONAL SIGNS FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT Of TRAFFIC WHERE NEUSS., TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT Of TRANSPORTATION STANDARDS. 07/12/2019 CUP Submittal ,A0V1'41=615•TONE 1,899 00 CBMH 2036 RE410 09 N9906.75 C66111 UDR 1119910 67 1E9907.67 r- 9. ALL SOILS TWINS SHALL BE COMPLETED BE AN INDEPENDENT.. ENGINEER-EXCAVATION FOR THE PURPOSE Of REMOVING UNSTABLE OR UNSOCIABLE WES SHALL BE COMPLETED AS REQUIRED BY THE SOILS ENGINEERTHE UTILITY BACKFILL CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE SODS ENGINEER CONTRACTOR SHALL BE RESPONSIBLE FOR COORMNATING ALL REQUIRED SODS TESTS AND 501ANSPECTIONS WEN THE SOILS ENGINEER- 92 - 12 HDPE @ 1.0% STMIS 100 RE990S.62 1E96.99.60 62 - 16. HOPE @ 2.00. A GEOTECHNICAL ENGINEERING REPORT!. BEEN COMPLETED IT: 94 If - 12" _„/ HOPE @ 2.00C 1011-HOPE @ 2.0016 COWAN, AMERICAN ENGINEEMNG 113111NG, INC ADDRESS: 550 CLEWIANO AVENUE NORTH PHONE: 651-6595001 DATED: ()MEMBER 21 2015 44 1 .9 10. CONTRACTOR SHALL SUBMIT 2 COPIES OF SHOP DRAWINGS FOR MANHOLE AND CATCH BASIN 1E9901_46 (E) STRUCTURES TO SAMBAS.- CONTRACTOR SHAD. ALLOW 5 WORXING DAYS FOR SHOP DRAWING FIND VERIFY ROOF 45 Ls - Er r9T1'1351 R _Z-------] CONTRACTOR SHALL OBTAIN A COPT OF THIS SOILS REPORT. I, REVIEW. DRAIN ELEVATION ,,,,,, @ 0.000 OATH 101 6E9906.33 16950034 STAN 203 RE9908.49 1E990356 (NE) 1,901.45 (ST 1E499.2 (V) 1E404.87 (NMN 6' ROOF OWN CONNECTION 1E9902.30 38 LF-6' 1 PVC 61 2.0.4 1 10' ROOF DRAIN CONNECTION 1E9903 46 PROPOSED BUILDING ( ADDITION ( 5,0005F 32 If -SO PVC @ 2.006 PROPOSED BUILDING ADDITION 54,700 SF - LF - 181 E10CA0ED BUILDING SANITAAP SERVICE 1E9909.13 (VERIFY MN MEM HOPE @ 2.0071 1114/1204A CONSTRUCT OVER COSTING 1S. RCP RE991237 1,40673S STRAY 205 1E9007.89 98 Lf-8' 01P IN CASING PIPE @ 0.52 MH OS RE9920.1 1E950852 78 If - 8' PVC 8' ROOF DWI CONNECTION COORDINATE WITH MEP,ITP 1E4061 j" 8. PVC STUB PVC @ 2.00X 1,906.46 STMH 204 RE 916.68 1E9909.39 SOR 35 0.52 6. ROOF DRAIN CONNECTION 1E990800 PVC @ 1006 C10.1102 RE410.32 1E9905.60 CATE 06/21/20i9 PROSECTIMNAMER CMA MUM ST JGP DEC., EY MLL M ROOF DRAM CONNECTION 1E9905.69 CONNECT TO 10051ING 6' WATER SERVICE CONNECT ROOF DRAINS CONFIRM DEPTH 99181 MH 05 RE 1E990811 6' ROOF DRAIN CONNECTION 1E9913.24 DIELO VERIDN 73 LE 915. HOPE @ 2.076 'RVA. 1E40640 511•01403 FLE9821.61 1E41236 1181, 12' HOPE @ 2.00% F£631.11,1 • • • POIMIDEPTH I CONNECT ROOF DRAM 11 VDT/ FT WATERMAIN SERVICE LOCATION M SANITARY S.MCE 1E9 91831 73 LF 4. PVC 50140 @ 2.06 1 hereby Dotty DIN MN MO, spedamclon or r,:ort T940111414.4 mem1.91001, 'opera.. 4.10011arn shOs &mord p124-63.."*1 ENGINEER under the trars of the ISO ttf Atamesma. 155 LP - 121 HOPE @ 2.001C IAN 0411 RE9924.75 1E991815 8' ROOF DRAM CONNECTION 1E9190816 PROPOSED BUILDING ADDITION 5605F 35 LF - 61. PVC SCH 40 @ 201756 191 .- 81 PVC _,/// 152 - 503 5@052% @COM SOB 35 @ 2.0N a . d M .. A , Y.8 81 Date, 07/3212019 N CBMH IN 1E40736 15 If -B PVC 0/ 2.00% RELOCATE HYDRANT WATERMAIN LOCATION TO 66 LOCATED IN FIELD PRIOR TO CONSTRUCTION SUMS 402 RE9919.13 1E990938 9-11,ET 1111E 22 LF - 121 HOPE @ 2.0116 STMH 400 R9910 4 1E406.04 UTILITY PLAN \ • 2' WATER SERVICE %LF- 81 PVC SDR 35 @ C752% 1 40 LF 121 WATERMAN LOCATION TO HOPE @ 2006 BE LOCATED IN FIELD PRIOR TO CONSTRUCTION 4 4 17711 -SI PVC SDR 35 M1152. 1.11.103 116417.00 1E9906.20 01. BB BP N-- RE9= 1E40908 152.- 12' HOPE @ 2.0096 NEST liaMB C6.02 198 LF - 8. PVC 500 35 @ 0.52% M1101 RE9918.10 1E9905.70 CONNECT TO EXISTING SANITARY SEWER MANHOLE 1E40437 CONNECT 2" WATER SERVICE TO ED.. 4` TREE INVENTORY SCHEDULE: M = REMOVE TREE - REPLACE WITH NEW TREE (19 TOTAL) R = REMOVE TREE P = PRESERVE TREE WITH TREE PROTECTION MEASURES OPUS THE OPUS GROUP Opus AE Group, L.L.C. 1US1avalwa Lawer1ANNMOLIII Opus Design Build, L.L.C. Tree Number 100 Tree Name Condition 0.441.44 1M4. ILIPWWW101.0.4110 411.69.1.14 Removed Prior 101 16.00 Spruce Poor 102 13.00 SPruce Good Sambatek 103 22.00 Spruce Good 104 16.00 Spruce Good 105 15.00 Spruce Good 12800 Patentee Me, Suite 300 Minnetonka, MN 55343 763.47E6010 telephone 106 23.00 Maple Good 107 20.00 Maple Poor 6.00 Maple Good 108 Eno 'Waring I Sunsoto Ilhannaig IEneka1MeMal 109 25.00 Maple Good 110 12.00 SPruce Good OUR LADY OF GRACE - MP 8.00 son.. Good 111 112 11.00 Spruce Good 17254 FEE OF PT.0 OF 1271 113 9.00 SPruce Good 12,16,10,12,14, 114 13 Elm Good PECLECTICORDS 5071 EDEN AVE, EDINA, MN 115 15.00 Spruce Good F - - I-- --- 43- - - t -1--- :1 ---- -0-- , 1_--- --- 1 116 40.00 Elm Poor IL UNE PODS ( Cr GOV 117 33.00 Oak Poor FP0.13710.1 31644000 118 28.00 Elm Good 119 28.00 Ash Good 120 Removed Prior ISSUE RECORD 121 11.00 Elm Poor 122 Removed Prior 07/12/2019 CUP Submittal 123 4.00 Lilac Poor 124 5.00 Lilac Good 125 12.00 Spruce Good 21.00 Spruce Good 126 127 Removed Prior 48.00 Maple Poor 128 27.00 Maple Poor 129 23.00 Ash Poor 130 131 Removed Prior 132 33.00 Maple Poor 186 3.00 Lilac Good 133 5.00 Maple Good 134 135 32.00 Oak Good 136 9.00 Maple Poor 137 3.00 Maple Poor 4.00 Oak Good 138 139 Removed Prior 140 7,00 Crabapple, Good 141 7,00 Maple Poor 142 35.00 Maple Good 23.00 Maple Good 143 -135 NEW BUILDING OUTLINE PLUS 10' 131 R 130 PROPOSED BUILDING ADDITION 54,700 SF 144 17.00 Maple Good NEW BUILDING OUTLINE PLUS 10' 145 14.00 Crabapple Good BUILDING ADDI11ae 5,000 146 7,14,12,19,15 Maple Good 147 31.00 Ash Good 148 Removed Prior 149 Removed Prior 150 30.00 Ash Good 151 13.00 Maple Good 3,00 Crabapple Good 152 Toe 153 Removed Prior BrB 154 Removed Prior 155 26.00 Oak Good 156 30.00 Oak Good 6' P45 SAP 5 157 11.00 Oak Good 158 27.00 Oak Good 159 30.00 Maple Poor 160 15.00 Maple Good 161 37.00 Oak Good 06/21/2019 PAGLIESTM,MI CMA ORDWAY JGP GMEWEDIEr MLL 162 16.00 Maple Good 163 Removed Prior 13.00 Basswood Good 164 12o WAIZASSUDE 2.00 Birch Good 165 2.00 Bach Good 166 167 Removed Prior 168 4.00 Crabapple Good IEGNIPATOS 1 herebypealtyWat h.uney. phn or report was WM1010411:ry rt. IF Lacier ray Mact supewislon and UM 1 an1 0 diary Ucermd LANDSCAPE ARCNITECT under Me lama, Ma State of wiams00., Arborvitae Good 169 10' Arborvitae Good 170 10' NO TREES IMPACTED @ RECTORY SITE Ti, 02 171 2.00 Evergreen Good 172 27.00 Oak Good 173 Removed Prior PROPOSED BUILDING ADDITION 560 SF William L. Rghva 174 31.00 Oak Good 2 Darr. 07/12/2019 175 24.00 Oak Poor PM ce 44,41 04 ES Da A mistrad mcry of Mb sumwatin Is Sawkatek,WwWor 6' Da4 PEP ASSIA 8,00 Maple Good 176 rmatal 177 6.00 Maple Good 4.00 Crabapple Good 178 NEW BUILDING OUTLINE PLU aatEr NNE 36.00 Oak Good 179 TREE PRESERVATION PLAN 2.00 Crabapple Good 180 29.00 Oak Good 181 182 30.00 Oak Poor ro,17,-rr' 16.00 Maple Good 183 MEET NADER 3,00 Evergreen Good as 184 , L0.01 185 0,00 Maple Good NORTH 186 Removed Prior o 30 60 30511 IN FEET OPUS THE OPUS GROUP Opus AE Group, L.L.C. PLANT SCHEDULE TREES CODE BOTANICAL/COMMON NAME CONT CAL SIZE QTY (2) OP Betula platyphylla 'Fargo' TM/ Dakota Pinnacle Birch B & B 2"Cal 12 C) NB Celts occidentalis / Common Hackberry B&B 4'CAL 9 C GB Ginkgo blloba 'Avtumn Gokll TM / Maldenhalr Tree 82) B&B 2.S'Cal 0 HL Gledesla trlacanthos 'Skyllne./Skylka Hone/ Locus, 8 & B 2.5'Cal 14 0 BC Gymnocladus Medea 'Espresso' / Kentucky Coffeetree B & B 2.5•Cal 2 0 BO Quercus macrocarpa/Burr Oak B & B 4'CAL 6 ( BL Ufa americana 'Boulevard' / Boulevard Under 4 B & B 2.5"Cal 0 PE Ulmus amerkana 'Princeton' /American Elm B&B 2.5'Cal 5 CONIFERS CODE BOTANICAL/ COMMON NAME COAT CAL SIZE QTY (:). BF Ables balsamea / Balsam Fir B&B ORN. TREES CODE BOTANICAL/ COMMON NAME CONE CAL SIZE QTY 0 SB Amelanchler canadensis 'Autumn BriMance / Autumn Brilliance Servicebeny B&B 2.Cal 12 7-1 IL Syringa reticular. /Japanese Tree Lila< B&B 2"Ca1 9 ( 1/4 1) IL Syringe reticulata 'Ivory Silk' / Nory Silk laps nese Tree lilac B & B 2'Cal 3 Opus Design Build, L.L.C. 5.04113 '''Sambatek www.sambatek.com 12000 Whitexater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 teieprone EngheerIng 10000164 I kameng IErnironmestal OUR LADY OF GRACE - MP ROI. WORM 6071 EDEN AVE. EDINA, MN 31644000 ISSUE RECORD 07/12/2019 CUP Submittal 0612112019 PACUM11..5. CMA JGP MLL REMM/11. I ... cert. OM Nb survey, ptan or re.rt v. pre.a.m bmeor unc.mrdeeeSmON* and Nat I am a.4 Merved LANDSCAPE ARMITNT viler the 14. of theState mentsork WBliam L D Resastra Dare:07/12/2019 Me aaaaa for a v.v.. co. avaaa0k upon repot at ktitof.e. ./MrirriE OVERALL LANDSCAPE PLAN L1.01 120 SCALE IN FEET O NORTH 60 — EDINA LANDSCAPE CODE CITY OF EDINA MN LANDSCAPE STANDARDS: Minimum requirements. All areas of a lot which are not used or Unproved for buildings, parking areas, drtuewayu or storage areas shall be landscaped with a combination of overstay trees, unden-tory trees, shrubs, ground cover and flowers. (I)Minimum number of overstary trees. The minimum number of aye/story trees ono tat shall be the figure determined by dividing by 40 the number of feet in the perimeter of the lotspeciez LOT PERIMETER REMODEL/ADDIRON TO MS-TING SCHOOL CAMPUS 4317 UN. FT/40= 108 TREES SHADE TREES/ CONIFERS REQUIRED II TREE /40 Lf): 108 TREES MANY EXISTING TREES ON CAMPUS TO BE SUPPLEMENTED WITH ADDITIONAL TREES AS SHOWN PLANT TYPE REQUIRED PROVIDED SHADE TREES 1 60 EVERGREEN TREES • 0 • ORNAMENTALTREES • 17 • DETERMINED BY CITY COUNCIL • PLANT SCHEDULE TREES CODE BOTANICAL/ COMMON NAME CONS CAL SHE MY G OP Betula platyphalls Margo' TNI/ Dakota Pinnacle Birch B&B 2'Cal 12 0 HB Ceilis its-6&ntans /Common PacJibeme B & B 4LCAL 9 (2) GB GInIqo bnoba 'Autumn GOT NV / Mei:HMIs, Tree B & B 25•Cal 8 0 PL CassecHM trIamnthos 'SlyI / 3 Locust B&B 2.5•Cal 14 0 KC Gyrnnocladus /Ilona 'Espresso' / KentvtiLy Coffeettee B & B 2-3•Cal 2 BO Quern. massocarpa /Burt Oak0 B & B CCAL 6 C) BL Tina ante/Rana "Bou'evarcl' /BouRtammainden B&B 25•Cal 4 0 PE Litmus sm... 'Princeton' / American Elm B&B 2.6•Cal CONIFERS CODE BOTANICAL/ COMMON NAME CONT CAL SHE SIN .1 ::: 1 BF Maks Ralsarriea / Balsam He B&B FAN. TREES CODE BOTANICAL/ COMMON NAME CONE CAL SHE OW 0 SB Amelanehler pnBslenuLs 'Autumn &Mance' /Autumn Balance Senekeberre 8 &II MI 12 11. Sycings reficuLats /Sang nese Tree Len B&B VCal 9 IL SyrIngs reticulate 'Note Stak' / Nay Silk Japanese Tree Lilac B&B 2•Cal OPUS THE OPUS GROUP Opus AE Group, L.L.C. 0.8.11kraJ Vareettia.159.114111 IS2-655.141 Opus Design Build, L.L.C. 1251.1,41. 951-43.141 Sambatek www.sambatek.com 12800 Whiterrater Drive, Suite 300 Minnetonka, Mt.) 55343 763.476,6010 telephone Enohaerhg I Stneche I Panrmo Eneromnentg OUR LADY OF GRACE - MP I.0.1.76£55 5071 EDEN AVE, EDINA, MN FROMCIMbell 31644000 ISSUE RECORD 07112/2019 CUP Submittal OUT 06/21/2019 FROM WOE. CMA DI. BY JGP 01.1EIM MLL ...5110.4141 I hereby Certffy t survey,pWnrapwtyrx prepared by me or under rrry direct super.* ane that I arts a cluNqIceresti LANOSOVE ARCM-Ea unatiar Han laws ceche State of I :nr,ota. L orte, 07/12/2019 ..11.1.13 for a wet igned copy& nralzble.on Ispues1 Jra, 9-Erl Pn.E LANDSCAPE PLAN L1.02 60 30 NORTH SCALE IN FEET PROPOSED BUILDING ADDITION c 5,000 SF 0 0 0 0 6 6 00 00 PROJECTS \ 21740 \ CADVivir \ SheelA21740 O N --- 0 BM #3 ADDITION 560 SF PROPOSED BUILDING 11 PROPOSED BUILDING ADDITION 54,700 SF Trt NORTH 0 20 40 TREE PLANTING DETAIL \ PROJECTS \ 21740 \ CAD \ \ Sheeth \ 2 NOTE: CONfILLCTOR SHALL MAINTAIN TREES IN A PLUMS POSED. THROUGHOUT THE WARRANTY PERIOD IF STAYING IS REQUIRED BELLE CONDMONS, CONTRACTOR TO USE 2 OR 3 STAKE METHOD WITH 11 WEBBING AROUND TRUNK OE TREE (NO PARE OR CALLING TOLL USED) WRAP TREE TRUNKS PER NOTES 1.0017 MUM. MT, CIINDE, CdADR (11.101.%2W Xi-STASE &MIR MU. TREE 1/111111001,ASE VESLE TOP Or 1.1.1.0MIL LOVA SCEL LEVE, 1..11 TOP Of ROM FALL TO 030g 1ST LL' OA L.C-611,011 ORM ROOT IF NEEDEO.SET ROOT M WIN 0.10,§001' 1,10/f PIILAONT GUDE CO NOT ONERIIIP OF ROOT BALLWITXSO, Pat., WU OF WEE.01.1...0(.1.11/11X PULE.. LA1101140,11ACI. WITII TUE TRUNK 1.0VE EVAIN,WVE. ROM MO KW f0.04.1 TOPNALF Of 00011.1 MID 4.1.1 SAUCEA EFTC.EME Of 1.01,01L EDGE CONOMMI VAt PUCE.= BALl.l.311.11... COMIACTM.1 SOWN SA6OF TUE PIT Wrr11 W.41) TO UMW. PREINSOSCI1 TNN Ns. PAM TO SNOACKFICAS, CAVIAR IA NA OM. DU UNIT %WM ACCCEIL.670 MTN 0 6.1 1.71.6. SAM MI.81.1114 MOT ROOT 1,1.06 /101-9. PAH 046 PUNTING PIT 4.1"0.6. DEVial TWIN AOOT INSTALL 3. LAYER OF MULCH DO HOT PLACE IN comitkOW/ sRetta Rot APPLY PRE-EMERGENT HERMODE EDGE CONDMON VARIES PREPARE SOIL FOR WE ENTIRE BED EDGER, REFER TO MAN AND SPECIFICATION LOOSEN ROOTS. CONTAINER GROWN PLANTS EXCAVATE PLANT BED MIN. 4' DEEPER THAN T AND BOTTOM OE MA.. BED '',...W1111 SPADE UNDISTURBED SUBGRADE SHRUB PLANTING DETAIL P02 -NOTES GENERAL NOTES: 1. DIE COMRACTOR SHALL INSPECT THE M. AND BECOME EALLUAR WITH THE EXISTING CLLLOMONS RELATING TO THE NATURE AND SCOPE OF THE WORE 2. THE CONTRACTOR SHALL VERIFY PLAN LAYOUT AND BRING TO WE ATTENTION Of DIE IANDSCAFE ARCHITECT 13SOLESANCES WHICH MAY COMPROMISE THE DESIGN OR INTENT OF THE LAYOUT. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES, REGUUTIONS, AND PERMITS GOVERNING THE WORE A. THE CONTRACTOR SHAG PROTECT EXISTING ROADS, CURBLLGUTTERS, TRAILS, TREESEAVNIS AND NW ELEMENTS DURING CONSTRUCDON DAMAGE TO SAME SHALL BE REPAIRED ANEMOR REPLACED AT NO ADDMONAL COST TO WE WNER. 5. LOCATE AND VERIFY ALL MENTES, /NCLUILLIG IRRIGATION LINES, WISH THE OWNER FOR PROPRIETARY DEBIT. AND GOPHER STATE ONE CALL .B HOURS BEFORE DIGGING. CONTRACT. SHALL BE RESPONSIBLE FOR WE PROTECTION AND RRWR OF ANY DAMAGES TO SAME HONEY THE LANDSCAPE ARCHITECT OF ANY CONFLICTS TO FA LITATE PLANT RELOCATION. 6. THE IANDSCAPE CONTRACTOR SHALL 030111XNATE TNE PHASES OF CONSTRUCTION AND PLANTING INSTALLATION WITH OTHER CONTRACTORS WORM. OHM.. 7. THE CONTRACTOR SHALL REVIEW THE SITE fOR OFGOENOLS SITE MINT., WHICH MIGHT NEGATIVELY AFFECT PUNT ESTABLISHMENT, SURVIVAL OR WARRANTY. UNDESIRABLES. CONDITIONS saw BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE AROMICT PRIOR TO BEGINNING OF WORE EL THERM TAXES PRECEDENCE OVER ME IANDSCAP E LEGEND IF DISCREPANCIES EMT. QUANTITIES SHOWN IN THE NAMING SONDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. CONTRACTOR TO VERIFY QUA/EMUS SHOWN ON THE PAN. 9. THE SPECIRCATIONS TAKE PRECEDENCE OVERT. PLANTING NOTES AND GENERAL NOTES 10. EXISTING TREES AND SHRUBS TO REMAIN SHALL BE PROTECTED TO THE DRIP UNE FROM ALL CONSTRUCTION TRAFFIC, STORAGE OF MATERIALS ETC WITH 4' HT. ORANGE PLASTIC SAFETY FEND. ADEQUATELY SUPPORTED BESTED-STEEL FENCE POSTS 61 0.C.1443AUM SPACING. IL LONGTERM STORAGE OF MATERIALS OR SUPPLIES ON-NE VALI NOT BE ALLOWED. 12- CONTRACTOR SHALL REQUEST IN WRIMM, A FINAL ACCEPTANCE INSPECTION. PLANTING NOTES: 1. NO MANES SHALL BE INSTALLED Mt FINAL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMECNATE AREA. 2. AGRANULAR PRE-EMERGENT HERMODE SHALL BE APPLIED TO ALL PLANT BEDS AT THE MANUFACTURERS RECOMMENDED RATE PRIOR TO PLANT INSULATION. 3. AU.PLANTING STOCK SNAIL CONFORM TO THE 'AMERICAN STANDARD FOR NURSERY STOLE-ANS11,613,1ATEST EDITION, OF THE AMERICAN ASSOCIATION OF NURSERYMEN, INC AND SHALL CONSTITUTE MINHAUM QUALITY REQUIREMENTS FOR PLANT MATERIALS 4. OVERSTORY TREES SHAD. BEGIN BRANCIANG NO LOWERS.. S ABOVE PAVED SURFACES. 5. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL FREE OF PESTS AND DISEASE AND BE CONTAINER GROWN OR BALLED AND BUNAPPED AS INDICATED 01 THE LANDSCAPE LEGEND. 6. PLANT MATERMIS TO BEIN5TAl1FDPEAPLNIIIHG DETAILS 7. METRE. MUST BE STRAIGHT TRUNKED AND FULL HEADEDAND !METALL RED...NTS SNORED. EL THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PINGS WHICH ARE DEEMED UNSATISFACTORY WORE, DURING, OR AFTER B.A.T.. 9. NO SUBSTITUTIONS OF PLANT MATERIAL SHALL BE ACCEPTED UNLESS APPROVED IN WINING BY THE LANDSCAPE ARCHITECT. 10. ALL PANT MATERIAL QUANTITIES, SHAPES OF BEDS AND LOCATIONS SHOWN ARE APPROPIMATE-CONTRACTOR SHALL BE RSPONSIBLE FOR COMPLETE COVERAGE Of ALL PUNTING BEDS AT SPACING SHOWN AND ADJUSTED TO CONFORM TO DI E LLACTCONDITIONS OF THE SITE THE LANDSCAPEARCHNECT SHALL APPROVE THEM/MG LOCATION OF. PLANT MATERIALS PRIOR TO INSTALIATION IL ALL PIA.. AREAS MUST BE COMPLETED' MULCHED AS SPECIFIED. 12. MULCH: SHREDDED HARDWOOD MULCH, CLEAN AND FREE OF NOXIOUS WEEDS OR OTHER DELEWRIOUS MATERIAL !NALL MASS NAMING BEDS AND FOR TREES, UNLESS INDICATED AS ROTI MULCH ON DRAYANGS SUBMIT SAMPLE TO LANDSCAPE ARCHITECT MORT° SEINE. 011.311 FOR APPROVAL DELAYER MUT.. DAY OF INST.ATION. USE 3. FOR SHRUB BEDS, TREE RINGS, AND 3. FOR PEREMO.GROUND COVER WEDS, OTHERWISE DIRECTED. 13. THE CONTRACTOR SHALL BE MADAM. FOR ALL MULCHES AND PUNTING SOIL GUMMIES TO COMPLETE THE WORE SHOWN ON EDIT KAN. 14. USEANTIMESKCANT (VATTPRUF OR APPROVED EQUAL) ON DEODUOUS MANTS MOVED IN LEAF AND i0A EVERGREENS MOVED ANTAME. APPLEAS PER MANUFACTURERS INSTRUCTION. All EVERGREENS SHALL BE SPRAYED IN THE ATE FALL FOR WINTER PROTECTION DUN. WARRANTY PERIOD. IS. WRAP AU.SMOOTILBARNED DECIDUOUS TREES PLANTED IN THE FALL PRIOR TO DECEMBER I AND REMOVE WRAPPING AFTER MAY I. TREE MPPING MATERIAL SHALL BE MEW TWOW.E13 PLASTIC SHEETING APPLIED FROM TRUNK ELUDE TO THE FIRST BRANCH. 16. ALL DFODUOUS, PINE, AND LARCH PLANTINGS SHALL RECEIVE RODENT PROTECTION PER IANDOT 2571311 17, KAMM° SOIL FOR TREES.SHNURS AND GROUND COVERS FERTILE FRIABLE LOAM CONTAINING A LIBERAL AMOUNT 0% MN). HUMUS AND CAPABLE. SUSTAINING VIGOROUS LLJUIT GROWTH RSMAII COMELY IVITH 141.130T SPECIFICATION 3377 TYPED SELECT TOPS._ MIXTURE SHALL BE FREE FROM HARDPAN< SUBS., STONES, CHEMICALS, NOXIOUS WEEDS, ETC. SOI MIXTURE SHALL HAVE A PH BETWEEN 6.1 AND 7.5 AND 10-13-10 FERTILIZER AT PATE Of 3 POUNDS PER ER YARD. IN PUNTING BEDS INCORPORATED-ES MIXTURE THROUGHOUT THE ENTIRE BED INA 6 LAYER AND ROTOTILLING IT INTO THE TOP 12. OF SOR. ATA ET RATIOANY PLANT STOCK NOT PLANTED ON DAY OF DELIVERY SHALL BE HEELED !NAND WATERED UNTIL ...ANON. PLANTS NOT MAINTAMED INGLIS LUMBER WILL BE REJECTED. 13 CONTRACTOR SHALL BE RESPONSIBLE TO VERITYTMTAOt EXCAVATED TREE AND SHRUB PIT WILL PERCOLATE P.M TO INSTAUMG PLANTING MEDIUM AND PLANTS TIE CONTRACTOR SHALL RUTIN BOTTOM OF S.CTED NOUS WITH MX INCHES OF WATER AND CONN. THAT THIS WATER PALL PERCOLATE WITHIN A 2430. PERIOD. IF THE SOIL ATA GIVEN AREA.. NOT DRAIN PROPERLY, A PVC ORMN OR GRAVEL SUMP SHALL BE INSTALLED OR THE PLANTING SHALL BE RELOCATED IF DIRECTED BYE. LANDSCAPE ARCHITECT. 19. ALL PIAMS SHALL BE GUARANTEED FOR TWO COMPLEIE GROWING SEASONS (APRIL I - NOVEMBER 11 UNLESS OTHERWISE SPEOFIED. THE GUARANTEE SHALL COVER THE FILL COST Of REPLACEMENT INCLUDING LABOR AND PLANTS 26 COMPACTOR SHALL NOTIFY WE LANDSCAPE AROUTECTALLEAST 3 DAYS PRIOR TO PLANNED DELP., THE CONTRACTOR SHALL NOM THE LANDSCAPE ARCHITECT AT LEAST 24 HOURS IN ADVANCE OF BEGINNING PLANT INSTALIATION. 2L SEASONS/II ME OF PLANTING AND SEEDING: NOTE: THE CONDUCTOR MAY ELECT TO PATTIH OFF-SEASONS E.RELY AT HG/MR RISA 21.1. POTTED PLANTS: 4/1 - 6/1, 9/21 - 11/1 212. DECTOUOUS /B&B: 4/1 - 6/1) 9/11 - 11/1 213, EVERGREEN POTTED PARS: 4/1 - 6/1) 9/21-11/1 21.A EVERGREEN 983: 4/I . 5/1) 9/21 - 11/1 713 URFAAWN SEEDING: 4/1.6/1;0/0'9/20 21.3 NATIVE MIX SEEDING: 4/15 -7/20 S/20-TNE. 22. MANETENANCE SHALL BEGIN IMMEDIATELY ALLEN EACH PORTION OF THE WORE IS IN PLACE. PLANT MATERIALISM. BE PROTECTED AND MAINTAINED UNTIL THE INSTALLATION OF THE PLANTS IS COMPLETE, LLSPECTION HAS BEEN MADE, AND PLANTINGS ARE ACCEPTED DICAUSIVF Of THE GUARANIES MAINTENANCE SHALL INCLUDE WATERING, CULGVATING, MULCHING, REMOVAL OF DEAD AUTEMALS, RESETTING PLANTS TO PROPER GRADE AND BEF111. PLANTS IN TO TE RESPONSIBILMES HOWEVER, THE CONTRACTOR SHALL CONTINUE TO BF RESPONSIBLE NOR SCE KEEPING THE TREES PLUMS THROUGHOUT THE GUARANTEE PERIOD. 23. kW PIANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOUATES (PRIOR TO TOTAL ACCEPTAMLL OF THE WORM SHALL BE PROMPTLY REMOVED FROM THE SITE AND FLEPLACED VM11 MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL LANDSCAPE LEGEND SPECIFICATIONS. 24. WATERING :MAINN A WATERING 50301./LE W A WILL THOROUGHLY WATER ALL MAN. ONCE A WEEK. ELLTIENIELY HOT, 0. WEATHER, WATER MORE OFTEN AS REQUIRED BY INDICATONS OF HEAT STRESS SUCH AS WILTING LEAVES. OIECE MOISTURE UNDER MULCH PRIOR TO WATERING TO DETFYIMINE NEED. CONTRACTORS.. MAKE THE NECESSARY ARPANGEMENTS FOR WATER_ TURF NOTES: TURF ESTABLISHMENT SHALL BE ACCOMPLISHED IN ACCORDANCE PATH THE PROVISIONS OF THE MN/OOT 2105 AND 2575 EXCEPT AS MODIFIED BELOW. 1. ALL AREAS TO RECEIVE SOD SHALL ALSO RECEDE 61 OF TOPSOIL PRIORI° INSTALLING SOD .TOPSOIL 0001 BE FREE OF TREE ROOTS, STUMPS. BUIL.. MATER. AND TRASH, AND SHALL BE FREE OF STONES LARGER THAN 1 f INCHES IN ANY ONENSION 2. WHERE SOD ABUTS PAVE0 SURFACES, FINISHED GRADE OF 5013/SEM SHALL BE HELD I. BELOW SURFACE ELEVATION OF TRAM, SIAM, CURB, ETC. 3. SOD SHALL BE IND PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED MIME ON SLOPES STEEPER THAN 3:1 OR LN DRAINAGE SWALES, SODSHALL BE STAKED SECURELY. 4. TURF ON ALL OTHER AREAS DISTURBED BY CONSTRUCTION SHALL BE RESTORED BY SEEDING, MULCHING ANO FERTILMNG. SEED MIXTURE NO.23151 WALL BE RACE/ AT THE RATE OF 65 POUNDS PER ACRE. 5. . DISTURBED AREAS TO BE TURF SEEDED, ARE TO RECEIVE TOP SOIL, SEED, MULCH AND WATER MOIL A HEALTHY STAND OF GRASS IS OBTAINED. FOR SLOPES STEEPER THAN 3:1 OR IN DUNNAGE SWALES INSTALL EROSION CONTROL BLANKET. . DISTURBED AREAS TO RECEIVE NATIVE SEED, ARE TO RECEIVE PLANTING SOIL, SEED, MULCH, AND WATER UNTIL A HEALTHY STAND OF GRASS LS OBTAINED. FOR SLOPES STEEPER THAN 31 OR IN DRAINAGE SWALES INSTALL EROSION CONTROL BLANKET. GENERAL TREE SPECIFICATIONS: 1. ALL STREET AND PARKING LOT TREES SHALL BE OWED UP TO THE FOLLOWING HEIGHTS: 1.1. 2. CAL TREES: LOWEST BMA. 6' HT. 1.2. 3. CALA TREES: LOWEST BRANCH 7' HT. 2. TREE CANOPY WIDTH SHALL BE RELATIVE TO HEIGHT/CAMPER OF TREE AND TYPE OF TREE 2.1. CALIPER/6-8' HT: 34' WIDTH MIN. U. 2' CAUPER/12-14' HT: 4-5' 1,411. 23. 3. CAUPER/1416' HT: EH-ENNUI MIN. 3. CANOPY WEBS SHALL NOT HAVE COOMAINATE LEADERS IN LOWER HALF OF TREE atom. 4. ALL TREES SHALL HAVE WILLAFTRICAL OR BALANCED BRANCHING ON ALL SIDES OVINE TREE 5. TREES SHALL NOT BE TIPPED PRUNED. 6. TREES SHALL BE F. OF PHYSICAL DAMAGE FROM SHIPPING AND HANDLING. DAMAGED TREES SHALL BE REJECTED. 7. SUMMER DUG TREES SHALL HAVE ROOTBALL in INCREASED BY 203 3 TREES WHICH EXCEED RECOMMENDED CALIPER TO HEIGHT REIATIONSHIP MUM. BE REJECTED. IRRIGATION NOTES: 1. EXISTING IRRIGATION SYSTEM IN PLACE. IRRIGATION CONTRACTOR TO COORDINATE RE-AUG NMENT OF IRRIGATION SPRINKLER MAINS AND BRANCH LINES TO THE NEW WELL LOCATION. (LOCATION TO BE DETERMINED BY GENERAL CONTRACTOR) 2. IRRIGATION CONTRACTOR TO ELIMINATE SPRINKLER ZONES UNDER PROPOSED NEW CONSTRUCTION AND COORDINATE COVERAGE OF NEW LAWN AREAS OPUS THE OPUS GROUP Opus AE Group, L.L.C. ,333. wnwng 16nmetria,14.31.11, Opus Design 130)Id, L.L.C. t....an 1.4.0.459.11, HMS. sgambatek www.sambatek.com 12800 Whitenter Drive, Suite 300 Minnetonka, MN 55343 761476.6010 telephone El-mgt.:J.1N I SLEIVIIN I riantilg ErleirOliMeltd OUR LADY OF GRACE - MP NagrpLCFES, 5071 EDEN AVE, EDINA, MN RaELTNIAleti 31644000 ISSUE RECORD 07/12/2019 CUP Submittal DUE 06/21/2019 3.0.40,031 CMA LIPAMST JGP maim, MLL FT:C.711 \PON I hereby uNFEIEOIIEGNOI .PBI PL rep. vas preyAnEd nn ar under my d'neelsvper.on and Ma I an a &A.B., LANDSCAPE ARCHITECT under IM Inn oLLABSIne of .nesota. 144;t4;,_ Vey William L D 2 Nt, 07/12/2019 for westmnd copy of upon rtnres at t 052 LANDSCAPE NOTES-DETAILS 94,Ei WEER L1.03 SAIF IN FEET II II fl-0. V Yu at 11111111U1111 01-4 7 Eaatmatm Met L' L,J Cualiaar ern 1011010 _,1 P c. 130013E3 3333.01. 7/11/2019 11:07:55 AM LOWER LEVEL 0 10 20 SO' 8e OPUS THE OPUS GROUP Opus AE Group, L.L.C. 1031..11. 1333.410465313013 1163133041 Opus Design Build, L.L.C. 110101.03•111.1 133.413.1651430131 070.30.31 KC, EC1 OUR LADY OF GRACE - MP \\\\ i ,\ 330.1,03903 5071 EDEN AVE, EDINA, MN REMECT/1.31381 \ i 3164,1000 ''.\ ISSUE RECORD WEE 07/12/2019 J. Fournlea DEMME B. Partridge DEC1.13SE FS33301103 Sttll 311E LOWER LEVEL FLOOR PLAN A1.0 5- OPUS 41a_ STI 1-2.r THE OPUS GROUP Opus AE Group, L.L.C. 1.0.41011.5134. Opus Design Build, L.L.C. IOW 51.1.11.1 653110110 E2.111.41 CCIP.SAWR ISSUE RECORD DAZE 07/12/2019 FPO= ILMIEll J. Foumlea ORM B. Partridge DIEGG.11, 1.111.01 9-=.1111E LEVEL 1 FLOOR PLAN A1.1 j c+.43.,anv 117-P /ar I tkrr1 I .C.F FEE _11- 1101:1011 MOM Ij O. 15 2,7 45 SO D 0 0 ecS DASIED AREAS NM IMF UPROVEIMENTSIVMMI THE EOSINS BULDP4G FOOTPRINT LEVEL 1 r= NAP rl 11 oss ROOF FO.ER OUR LADY OF GRACE - MP F.ECT.WESS 5071 EDEN AVE, EDINA, MN 31644000 ISSUE RECORD ROOF mmntt RED DASHED/REA NCLUDES INPROVEMENTS WORN THE DOSING BULLING FOO1PRINT 7/11/2019 11:08:11 AM - LEVEL 2 = as°. 07/12/2019 ROWT.W. J. Foumlea EM Fr B. Partridge CIECKED LEVEL 2 FLOOR PLAN MEET li•BER A1.2 10. 20. 4v ea ROOF pt% OPUS THE OPUS GROUP Opus AE Group, L.L.C. 1.r...11.15330-0110 Opus Design Build, L.L.C. 1280...ttal t PLANS NORTH NORTH Mlle crrotott, scale NOTED name NS issue date 00.00.00 ROOF PLAN FLOOR 02 PLAN EILEV EC, ELEV 1E1 GAR,HE 11=—Lj tt-1 STOR • 5 CR 5 CR 5TCR E,1 • 1 • t-ECH LAL}ORY Ft .titt,r6 7.noc+-1 =_-=r r HALL 118 E. 26th Street Suite 300 Minneapolis, MN 55404 PS12-879-8225 F16124379-8152 tomovianek.com Our Lady of Grace Rectory 5071 Eden Ave Edina,MN 55436 FLOOR 01 PLAN °FLOOR 00 PLAN A100 mryipht Tan. 2009 DUSTING SCHOOL UPPER LWEI, CIL CF EASING SANCTUARY LEVEL LOWER LEVE0906au DO' -0' cc PEN memo T.O. SULOCV,3_, orr --e• r EXISTING SCHOOL UPPER LEVEL 117, EOSMNGESCHR LEVT- LOVI L OL, 101. - c' LOWER LEVEL (00019 V16.= CO' SOUTH ELEVATION VW. PO' 1 — WEST COURTYARD ELEVATION ,LOWER LEVEL MOM 0(1 100' c' EAST ELEVATION OVERALL ' = OT DATE: 7/12/201911: BIWA:pc, DAM: DO STING SCHOOL UPPERi LEVELS ` is BLOW. SCHOOL LOWER LEVEL 101•-6'„L 6 148'-P 01- If 18 92 SC EAST COURTYARD ELEVATION NORHT ELEVATION 1 5 our = r-cr Anti 6MA TO.P4REID.. As, LOWER LEVEL e000i_c, 1W-IT A SOUTH ELEVATION INFILL 11 16=,'-0' 6 NORTH ELEVATION 2 EXISTING SCHOOL UPPER LEVEL 117-0" DUSTING SCHOOL LOWER LEVEL_Ac 101,r •-• 1Pari EXISTING SCHOOL UPPERilifivEps, EXISTING SCHOOL 1.? LOWE.RIEVEL `.a !P_z_ LOWER LEVE4,661. cc KEY PLAN .0 A20 s'IK 6 DAED OUR LADY OF GRACE - MP ISSUE RECORD PEOSTPAI. EXTERIOR ELEVATIONS SiEFT.E. A2.0 T.O. SU= os Cil 2 OPUS THE OPUS GROUP Opus AE Group, L.L.C. IOW 1.06. Unatria, 504 4110 Opus Design Build, LLC. KGEOB.R.115•1 WM., NI m.o. 652450111.1 T.0.131.1.4ripA. 6 urTo' EXISTING SCHOOL UPPER LEVEL 11,_ 117 - -cc LOWER LEVEIL.(900c_As ELEVATION KEY NOTES IT ARCHITECTURAL PRECAST 2 BRICK-TO MATCH FASTING 3 ALM WINDOW SYSTEM ',4 ALUM CURTAIN WALL SYSTEM , PREFIRSHED MEIAL PARWEI CAP S STANDING SEAM METAL ROOF 7 ' PRETINISHED METAL CANOPY NOTEDESIGN NOWT TO MATCH EASING NOTE: SCREEN WALL DESIGN AND SORT LNE S1UDES WELPROVETHATALL MECRAN:CAL EOUPMENT VOL BE SCREENED CRON PUBLIC VEW AT ROW.FRONTAGES MIER .0.35 5071 EDEN AVE, EDINA, MN PROStET MASER 31644000 EXISTING SCHOOL LOWER LEVEL 101'- 6' cc 01 FLOCK „,_0, .13V-G" eAss,str los scale 1181110 NOTED NS FLOOR S 01 FLOCK ld116I-OT 5405000 210 K.., IST FLOCIR l*ECOI-0.1 54sErarr --------------- , MATERIAL KEY RCKF 70 MATO-I 4CJ4CElT OLG Cdo-L ROCF 118 E. 26th Street Suhe 300 Minneapolis, MN 55404 F2612.879-8225 F:612-879-8152 www.tanakcom Our Lady of Grace Rectory 5071 Eden Ave Edina,MN 55436 LOT 5'000 TO MATCH CI, 0,440E DORI-ER', SOCK TO MATCH OLG CAT ,E VERFT WITH BUILDNG 0,512 EAST ELEVATION NORTH ELEVATION issue date 00.00.00 ELEVATION WEST ELEVATION SOUTH ELEVATION LE' A200 loOKOFITool,2019 tylndeniplo, orlwasprapored Lyme /soon-An ann. I ado-dare, lool ▪ den :..ami ISSUE RECORD Erol PLOT DATE: 7/11/2019 11:08:11 AM OPUS THE OPUS GROUP Opus AE Gran), L.L.C. umtameisslualso 90,161-11,1,1 Opus Design Build, L.L.C. la351.11.1VM ir.. IN 59.118 07/12/19 111,115C10.81 J. Foumlea B. Partridge C.001111 REI.1131,1111 PERSPECTIVE IMAGES A3.0 GPA OUR LADY OF GRACE - MP RelaTADISIESS 5071 EDEN AVE. EDINA, MN PinECTICLIEll 31644000 Location Plan not to scale East Elevation 1/16" = 1' - FINAL BUILDING SIGNAGE DESIGN TO BE DETERMINED AT A LATER DATE OPUS THE OPUS GROUP Our Lady of Grace Edina, MN Building Signage Plan 07.12.2019 BUILDING SIGNAGE ZONE - FINAL BUILDING SIGN TO BE NO LARGER THAN 100 SF North Elevation 1/16" = - 0" /— BUILDING SIGNAGE ZONE - FINAL BUILDING SIGN TO BE NO LARGER THAN 100 SF r t- • BUILDING SIGNAGE LOCATION - OPTION 1 BUILDING SIGNAGE LOCATION - OPTION 2 x 11=MI 4111 (05) (04) 06 01 01 Perspective not to scale 01 ARCHITECTURAL PRECAST 02 BRICK 03 VISION GLASS MATCH EXISTING COLOR: CLEAR 04 ALUMINUM WINDOWS AND CURTAIN WALL SYSTEM COLOR: BONE WHITE 05 PREFINISHED METAL PARAPET CAP 06 STANDING SEAM METAL 07 PREFINISHED METAL ROOF CANOPY MATCH EXISTING OPUS THE OPUS GROUP Our Lady of Grace - Master Plan Edina, MN Material Board Exhibit 07.12.2019 The CITY of EDINA Our Lady of Grace-5051 Eden Avenue Conditional Use Permit with Variances The CITY of EDINA5051 Eden Avenue www.EdinaMN.gov 2 The CITY of EDINASummary of Requests www.EdinaMN.gov 3 •Conditional Use Permit for the expansion of the religious institution •A height variance to allow the tallest addition on site to be 47’-6”. •A 63’ street side variance to the east property line (Normandale Road). •A 25’ variance to the west property line. •A 51’ rear yard setback variance to the south property line. •A sign variance to allow a 100 square foot building sign. •A 15’ variance to allow the fence and preschool play area to be placed up to the property line. The CITY of EDINA5051 Eden Avenue www.EdinaMN.gov 4 The CITY of EDINA www.EdinaMN.gov 5 The CITY of EDINA www.EdinaMN.gov 6 The CITY of EDINA www.EdinaMN.gov 7 The CITY of EDINA www.EdinaMN.gov 8 The CITY of EDINA www.EdinaMN.gov 9 The CITY of EDINA www.EdinaMN.gov 10 The CITY of EDINA www.EdinaMN.gov 11 Date: September 4, 2019 Agenda Item #: VIII.B. To:Mayor and City Council Item Type: Report / Recommendation From:Cary Teague, Community Development Director Item Activity: Subject:CONTINUE PUBLIC HEARING TO SEPTEMBER 17, 2019: Preliminary & Final Plat; Platting an Existing Outlot at Oak Lane Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Motion to continue public hearing to the September 17, 2019 City Council Meeting. INTRODUCTION: The applicant needs more time to create the final plat. Date: September 4, 2019 Agenda Item #: IX.A. To:Mayor and City Council Item Type: Report / Recommendation From:Cary Teague, Community Development Director Item Activity: Subject:Sketch Plan Review for 5835 Vernon Lane Discussion CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: No action requested. Provide non-binding comments on a potential future development application. INTRODUCTION: The City Council is asked to consider a sketch plan proposal to develop the vacant land at 5835 Vernon Avenue (the corner of Vernon Avenue/Vernon Lane and Olinger Drive). The proposal includes a portion of the east side of the single-family home at 5705 Olinger Road. This vacant land was platted in 2001 for five (5) townhomes, but were never built. The applicant is proposing to build five villa homes consistent with the existing Olde Vernon townhomes to the east, and a ten unit three-story condo building at the corner of Olinger Road and Vernon Avenue. ATTACHMENTS: Description Planning Commission Staff Memo - August 28, 2019 Applicant Narrative Site Location Proposed Site Plan Building Rendering/Massing Required Setbacks Proposed Rezoning Approved Olde Vernon 3rd Plans Plat - Olde Vernon Plat - Olde Vernon 2nd Addition Plat - Olde Vernon 3rd Addition Comprehensive Plan Minutes - Olde Vernon (1996+) Minutes - Olde Vernon 3rd (2001) Agreement between the City and property owner and the Declaration. Letter from the Olde Vernon Homeowners Association Board of Directors Applicant Presentation City of Edina • 4801 W. 50th St. • Edina, MN 55424 City Hall • Phone 952-927-8861 Fax 952-826-0389 • www.CityofEdina.com Date: August 28, 2019 To: Planning Commission From: Cary Teague, Community Development Director Re: Sketch Plan Review – Corner of Olinger Road, Vernon Avenue and Vernon Lane (5835 Vernon Lane and the east 1/3 of 5705 Olinger Road) The Planning Commission is asked to consider a sketch plan request to develop the vacant land at the corner of Vernon Avenue/Vernon Lane and Olinger Drive. The proposal includes a portion of the east side of the single-family home at 5705 Olinger Road. (See site location on the attached maps.) This vacant land was platted in 2001 for five (5) townhomes, but were never built. (See the attached existing plat and approved plans for the property.) The applicant is proposing to build five villa homes consistent with the existing Olde Vernon townhomes to the east, and a ten unit three-story condo building at the corner of Olinger Road and Vernon Avenue. (See attached applicant narrative and plans.) The villa homes would gain access off of Vernon Lane, and the Condo building off Olinger Road. The properties are currently zoned PRD-1, Planned Residential District-1 and R-1, Single Dwelling Unit District. (See attached Zoning Map.) The overall proposed density is 5 units per acre, (including the existing Olde Vernon townhomes) and meets the density requirements in the Comprehensive Plan for this site which is 4-8 units per acre. The request would require the following: A Comprehensive Plan Amendment to re-guide a portion of the R-1 lot from low density residential lot (5705 Olinger Road) to low density attached residential; A Rezoning from PRD-1 to PRD-3 for the condo building and from R-1, to PRD-1 for a portion of the residential lot, 5705 Olinger Road, with setback and building coverage variances. (See the attached map that highlights the proposed areas to be rezoned.) Re-Plat of Olde Vernon 3rd Addition; and A revised site plan for Olde Vernon 3rd Addition. (Increase from 5 units to 15 units) City of Edina • 4801 W. 50th St. • Edina, MN 55424 The following table demonstrates how the proposed new building would comply with the PRD- 2 & PRD-3 Planned Residential Development standards. Please note that several variances would be required. Compliance Table City Standard (PRD-1 Villas) Proposed City Standard (PRD-3 condo) Proposed Front – Vernon Ave. Front – Olinger Road Rear – West Rear – South 30 feet -- 25 feet 25 feet 30 feet -- 20 feet* 23 feet* 35 feet 35 feet -- 35 feet 10 feet* 20 feet* -- 40 feet Building Height 2.5 stories or 30 feet 2 stories 3 stories or 40 feet 3 stories Building Coverage .25 .20 .30 .37* Density – Comp. Plan 4-8 units per acre 5 units per acre 4-8 units per acre 5 units per acre Density – PRD Zoning 59 units allowed based on the 8.2 acre site 28 units existing and proposed 7 units allowed based on the 22,000 s.f. site 10 units proposed* Parking Stalls 2 enclosed/unit 2 enclosed/unit 12 enclosed 8 surface 16 enclosed 4 surface* *Variance required Highlights/Issues: The proposal would be an increase of ten additional units within this 8.75 acre development; there would be eight additional units on the site where the condominium building is proposed, and two on the property currently zoned R-1. Per an existing agreement between the City and the property owner, the City may not issue a building permit that does not comply with the approved plans. (See attached agreement.) Any changes to the approved Olde Vernon 3rd Addition Plat must be approved by the Olde Vernon Homeowners Association by a vote of at least 67% of its members. (See attached declaration.) The Olde Vernon City of Edina • 4801 W. 50th St. • Edina, MN 55424 Homeowners Association is meeting to discuss the proposed plans on Tuesday August 27. The Homeowners Association must be agreeable to any proposed change in the approved plans prior to formal application. The proposed density is consistent with the Comprehensive Plan, which allows up to 8 units per acre. The proposed density is 5 units per acre over then entire project including the existing Olde Vernon Townhomes. The Zoning requirement for the PRD-3 Zoning District would allow 7 units on this 23,000 square foot lot. The building coverage requirement for the condominium site would not be met for the individual site, but would be met when looking at the project over the entire 8.75 acres. The setback variances required for the Villa homes are minimal encroachments into the required setbacks. The setback variances required for the Condos are larger than the Villa homes. The combination of the setback requirements and density allowed on this small lot in the PRD-3 Zoning District indicate the proposal may be too much for the PRD-3 site. Affordable housing should be considered within the development, despite the proposal not triggering the affordable housing policy, because the number of units proposed is less than 20. Mr. Cary Teague Community Development Director City of Edina 4801 W. 50th Street Edina, MN 55424 Re: Vernon Lane villa homes and condo building PROJECT NARRATIVE BACKGROUND: Vernon Lane housing development was originally built by Charles Cudd in 1999-2000 and currently consists of 23 single family homes. McGlynn Partners and City Homes are proposing to complete the neighborhood by building 5 new villa homes and construct a 10 unit condo building at the corner of Vernon Avenue and Olinger Road. The properties are located at 5835 Vernon Lane and 5705 Olinger Road. The five villa homes would be built along Vernon Lane and conform to the current homeowner’s association building restrictions and covenants. The 10 unit condo building would be built at the Southeast corner of the intersection of Vernon Avenue and Olinger Road. The developer is committed to making the completion of the Vernon Lane community a thoughtful and well- designed housing development that blends well with the existing homes and creates more housing stock for the City of Edina. THE BUILDING, SITE AND LANDSCAPING: The current proposal for the 5 villa homes would conform with the existing zoning and not require an amendment. The developer does ask that the lot lines are re-drawn to accommodate the new site plan and that a variance and zoning change is given to allow the developer to construct the 3 story 10 unit condo building. Design features of the proposed villa homes will resemble those of the existing homes within the Vernon Lane homeowner’s association. The 10 unit condo building will be thoughtfully designed to fit within the neighborhood while adding some modern design elements. Careful consideration to landscaping and berming will be used to facilitate the intimate feel of the existing hosing within the Vernon Lane association. tanekP:612-879-8225 F:612-879-8152www.tanek.com118 E. 26th Street Suite 300 Minneapolis, MN 55404architecture specialty millwork virtual vision project managementIssued 08.21.19View from Olinger RD and Vernon Ave SOlinger City Homes tanekP:612-879-8225 F:612-879-8152www.tanek.com118 E. 26th Street Suite 300 Minneapolis, MN 55404architecture specialty millwork virtual vision project managementIssued 08.21.19View from Vernon Lane and Vernon Ave SOlinger City Homes tanekP:612-879-8225 F:612-879-8152www.tanek.com118 E. 26th Street Suite 300 Minneapolis, MN 55404architecture specialty millwork virtual vision project managementIssued 08.21.19View from Vernon Lane Guest ParkingOlinger City Homes tanekP:612-879-8225 F:612-879-8152www.tanek.com118 E. 26th Street Suite 300 Minneapolis, MN 55404architecture specialty millwork virtual vision project managementIssued 08.21.19Aerial ViewOlinger City Homes H.1. UVC:. NV. NT"ONOLDE, A$„ $'5.g2 I / °0$ R, a x M coo o p M o I a W Y • y/ NORTH , ;;, ;?: -; ;; ;;;\-' . •• ,:, / \ , ;^; ;A; `; . ;;;: o PO ----- GRAPHIC SCALE / Mo--------------------- ILM po 60 0 30 60 720 240 <.. `'•`•• v v- / of o J i "" \ j <^\, i • / JNE 6'S 0 1 I MOST NORTHERLY CORNER OF EDINA HIGHLANDS LAKESIDE ADDITION Nrn' i „ JLM NOT FOUND .` o % o'`e gyir Oji ,• Sy 01 7 /^ \^. •'• , p i:.` ^ - v'`` _',`\, i'.• , Y. ' \' / ;' 60 kk Ch MO7OOhp\e j Y s; ';.:`• _- /<-'`;, '`/ y II A / k h :7' rd Nya NGSg. j t 97tee ofmtee/ a9 t ypl Y. goo . $' 29ii 1gVet29iwte ° ewad r,VO. , TO W I •N ,,, 50 / , 3 a61 an 3,ty n9, 1 1 .30= 033 %+ s 56 yy. ; , $ n1" - 6 t0 X63256 7 .' o+N N6jg9612 N 8.68 6r eo v<$ -k V t 86/1 N-1 o " .' 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O • r1• co) ok1/ 00 o°mo 76 kdkl <• z+ ONO\1` i` w 33 \ A\ \ 11 / Rq2 \\ / / 1°t` Nr Y p>a : 10 00 0 ol; Oma 0 //0(( ,\ is `n l 127` — _ _ J`— D 33A i \ $0% ' Z,/ ON MQ LJ l ro 0 ra 46 5 3')p^ 278.00 N 530'7 ,E L"134? s o d` Nn in a s; 4c1 j° F I ' 33 30/ 6, 00,00, 3 1 t06 7 N85°30'17'E 1 6360. 1.21 L -- A=11°04'55 '22 L=64.50' 46 - 0, =08 ° p Bench Mark373.15 o r-• 33.00ttop Of manhole406.15 S88028'17"W°03° elev892 70 feet 228SS, N6 32 (N.G.V.D. 1929) A LINE PARALLEL WBearingsITHTHENORTHLINE- _ / Ct j 4M - Ole N) OF EDINA HIGHLANDS LAKESIDE ADDITION W O `Y/ `- ^ O o7p 1,\N 7`• I n S SshownWn are assumed. Denotes Judicial Landmark set pursuant to Torrens Case No. 14146. S88'28'17"W _ 1 \ :\\'• qac ' 406.15 ._ . `' t' 259.00 bDenotesironmonumentsetmarkedy RLS 17765 3.00 N88028'17"E \ Y, •" AJN Lot 12, Block 1 is all drainage and utility easement y NORTH LINE OF EDINA HIGHLANDS LAKESIDE ADDITION -. IN IN j I A4E7RO LAND SURVEYING SHEET 2 OF 2 SHEETS r --; KNOW ALL PERSONS BY THESE PRESENTS: That Leo M. Evans and Margaret L. Evans, husband and wife, fee owners and Suzanne Marie Hinds also known as Suzanne M. Hinds, a unmarried woman, fee owner and Karen Evans Taylor also known as Karen L. Taylor and Calvin Taylor, wife and husband, fee owners of the following described property situated in the County of Hennepin, State of Minnesota, to wit: That part of the Southeast Quarter of the Northwest Quarter Section 32, Township 117, Range 21, Hennepin County, Minnesota, described as follows: Beginning at a point on the Northerly line of Edina Highlands Lakeside Addition distant 406.15 feet East along said Northerly line from the West line of said Southeast Quarter of the Northwest Quarter, said Northerly line is marked by Judicial Landmarks set pursuant to Torrens Case No. 14146; 'thence North parallel with the West line of said Southeast Quarter of the Northwest Quarter, 107.25 feet; thence West, parallel with said Northerly line, 406.15 feet to said West line; thence North along said West line 144.86 feet, more or less to the center line of County Road No. 158; thence Northeasterly along said center line to the East line of said Southeast 1Qqualrter of the Northwest Quarter; theknce, South along said _East line tothemost Wesker y alor gpthel arlf®o Iia c ald dlti on (Nwtiltohtlll oe wa lt ete mlrfFed ! nit Torrens Case No. 14146, to the point of beginning, according to the Government Survey thereof. Have caused the some to be surveyed and platted as OLDE VERNON and do hereby donate and dedicate to the public for public use forever the avenue, road and the drainage and utility easements as shown on the plot. In witness whereof said Leo M. Evans and Margaret L. Evans, husband and wife, have hereunto set their hands this __--__--__day of______________________, 199—___—__ Leo M. Evans by Gordon L. Jensen, Attorney—in—Fact pursuant to a Power of Attorney Dated July 10, 1997. Margaret L. Evans by Gordon L. Jensen, Attorney—in—Fact pursuant to a Power of Attorney Dated July 10, 1997. STATE OF ________________ COUNTY OF________________ The foregoing instrument was acknowledged before me this __—___—__day of________________, 199_--__—, by Gordon L. Jensen, Attorney—in—Fact pursuant to Powers of Attorney Dated July 10, 1997 for Leo M. Evans and Margaret L. Evans, husband and wife. Notary Public ,—__--______County, My Commission Expires ___—___—__ In witness whereof said Suzanne Marie Hinds also known as Suzanne M. Hinds, a unmarried woman, has hereunto set her hand this ----------day of--------------------- 199 -------- Suzanne Marie Hinds also known as Suzanne M. Hinds by Philip S. Dommer, Attorney—in—Fact pursuant to a Power of Attorney Dated July 3, 1997. STATE OF —__—___ COUNTY OF _ The foregoing in atrument was acknowledged before me this —___—____day of_______ 199__--__, by Philip S. Dommer, Attorney—in—Fact pursuant to a Power of Ate . riey Dated July 3, 1997 for Suzanne Marie Hinds also known as Suzanne M. Hinds, a unri< rried woman. Notary Piiic,_--__--__— County , __--__. My Commission Expires _________________. In witness whereof said Karen Evans Taylor also known as Karen L. Taylor and Calvin Taylor, wife and husband, have hereunto set their hands this ___—____—_day of----------------------,199-------- Karen Evans Taylor also known as Karen L. Taylor by Philip S. Dommer, Attorney—in—Fact pursuant to a Power of Attorney Dated July 3, 1997. Calvin Taylor by Philip S. Dommer, Attorney—in—Fact pursuant to a Power of Attorney Dated July 3, 1997. STATE OF ________________ COUNTY OF________________ The foregoing instrument was acknowledged before me this --__—___—day of________________, 199—__--_, by Philip S. Dommer, Attorney—in—Fact pursuant to Powers of Attorney Dated July 3, 1997 for Karen Evans Taylor also known as Karen L. Taylor and Calvin Taylor, husband and wife. Notary Public ,_--__—___— County ,—___—__. My Commission Expires __________________. I hereby certify tht I have surveyed and platted the land described on this plot as OLDE IMnthrftld IZlgt Irptrt%k Fr't r lc I fo dc dit i 61Iha H l ilorHii3` irbt dh been correctly placed in the ground as shown or will be placed as required by the local governmental unit;, that the boundary lines are correctly designated on said plat. Ronald P. Alwin, L nd Surveyor Minnesota License o. 17765 STATE OF MINNESOTA COUNTY OF DAKOT The foregoing Sury yor's Certificate was acknowledged before me this --____---_day of—___--_____ 1 199__--____, by Ronald P. Alwin, Land Surveyor. Notary Public, My Commission EDINA, MINNESOTA This plat of OLDE Edina, idinnesoto, ions loive Its a Subdivis ,1n, 2. a] a County, Minnesota es January 31, 2000. IERNON was approved and accepted by the City Council of the city of t a regular meeting thereof held this _--______--day of 199___--__. If applicable the written comments and f the Commissioner of Transportation and the County Highway Engineer by the City or the prescribed 30 day period has elapsed without receipt of J recommendations, as provided by Minnesota Statutes, Section 505.03, E CITY OF EDINA, MINNESOTA Mayor Manager TAXPAYER SERVICES DIVISION, Hennepin County, Minnesota I hereby certify that taxes payable in 199--__ and prior years have been paid for land described on this lot. Dated this _—___---___day of ---------------------- 199___—__. I Patrick H. O'Connor, Hennepin County Auditor; By -----------L Deputy SURVEY SECTION, Hennepin County, Minnesota Pursuant to Minne ota Statutes 383B.565 (1969), this plat has been approve. rhis day ofL------------------ 199 ------ Gary F. Caswell, County Surveyor; REGISTRAR OF TITLES, Hennepin County, Minnesota I hereby certify th t the plat of OLDE VERNON was filed in this office this ____---__r of----------- ------- 199------- , at----------o'clock-----.M. R. Dan Carlson, Rgistrar of Titles; By ______________________________, Deputy. ui 11; • : It. R.T. DOC. NO. SHEET 1 OF 2 SHEETS WRIPJAUT a ` DETAIL 240 Bearings shown are assumed. MN NO SCALE Imo. NORTH Judicial Landmark setpursuant to Torrens Case No. 14146. 5E ? 576g7g42" 52 00 Denotes found iron monument marked by RLS 17765 f Denotes iron monument set marked by RLS 25718 i found Y Moo N N 4L teaiI `+- 48.83N8535'07' CPO D - 3 0° R' 32. 2G• g-736 17\ 33 a n C> i \ \ to frondVN 24.72 S25024'25"E ; , CK W of "' I A LINE PARALLEL N1TH THE NORTH LINE - 4o INE- 4o OF EDINA HIGHLANDS LAKESIDE ADDITION W LiJ Y NORTH LINE OF EDINA HIGHLANDS LAKESIDE ADDITION lu I 56T GRAPHIC SCALE so 120 SCALE IN FEET fow d yayy. 1 1 I It\ KNOW ALL PERSONS BY THESE PRESENTS: That Leo M. Evans and Margaret L. Evans, husband and wife, fee owners and Suzanne M. ds, an unmarried woman, fee owner and Karen L. Taylor also known as Karen Evans Taylor and Calvin Taylor, wife and husband, fee owners o the following described property situated in the County of Hennepin, State of Minnesota, to wit: Outlot A, OLDE VERNON, Hennepin County, Minnesota. i ve caused the same to be surveyed and platted as OLDE VERNON 2ND ADDITION and do hereby donate and dedicate to the public for public e forever the drainage and utility easements as shown on the plat. hn witness whereof said Leo M. Evans and Margaret L. Evans, husband and wife, Suzanne M. Hinds, an unmarried woman and Karen L. aylor also known as 'wren Evans T ylor and Calvin Taylor, wife and husband have hereunto set their hands this day 0 199 SIGNED b L o M. Evans and MargaV L. Evans husband and wife by Gordon L. Jensen, Attorney -in -Fact pursuant to Powers of Attorney Dated MayaA 1 1 98 and Suzanne M. Hinds, an unmarried woman, Karen L. Taylor also known as Karen Evans Taylor and Calvin Taylor wife and husband by rdon L. Jensen, Attorney -in -Fact pursuant to Powers ofAttorney Dated May 21, 1998. STATE OF C UNTY OF TI te foregoing instrument was acknowledged before me this day of 199 , by Gordon L. Jensen, Attorney -in - Fact pursuant to Powers of Attorney Dated May2#, 1998 for Leo M. Evans and Margaret L. Evans, husband and wife and Attorney -in -Fact E' opi rsuant to Powers of Attorney Dated May 21, 1998 for Suzanne M. Hinds, a unmarried woman, and Karen L. Taylor also known as Karen Evans CIO T ylor and Calvin Taylor, wife and husband. frond COv, 2V 3a 1, ca 1R k 11 , \ , X N tary Public, County, Iv y Commission Expires CJS v 00 '1 E ° v A'` I ereby certify that I have surveyed and platted the land described on this plat as OLDE VERNON 2ND ADDITION; that this plat is a correct A` I representation of said survey, that all distances are correctly shown on said plat in feet and hundredths of a foot; that all monuments have been c rrectly placed in the ground as shown or will be placed as required by the local governmental unit; that the outside boundary lines are correctly 46"W Slgnnated; that there are no public highways to be designated on said plat. osPP ao , N3 12 3N°' ay yti°50.00pro ^ r .. 9d, Jw -li. L, % ; Q 10 qh wet land C_ CS48'45 N88°06'45E \N76 52.00 1 52.00 1( 13 1 o droin0ge and utility eosement over off of Lot 13 N6` 5258E Ii d 56.00 N73`5Sa.00 S85 -3017"W c Z w o w o a d v Ing, NN o L oN O vS NM ON NO N, iosVow Zb N Zb J#'520945 259.00 1 N88°28' 17" EI F 0 yW, rand 3 CD N3x yv°q,k Aotia 520o52v+ 63i X99 F, 25 e-_ DETAIL 240 Bearings shown are assumed. MN NO SCALE Imo. Denotes Judicial Landmark setpursuant to Torrens Case No. 14146. 5E ? 576g7g42" 52 00 Denotes found iron monument marked by RLS 17765 f Denotes iron monument set marked by RLS 25718 i found NORTH Moo N N 4L L. Thurmes, Land Surveyor ota License No. 25718 ATE OF MINNESOTA UNTY OF l w e foregoing Surveyor Certificate was acknowledged before me this day of _. , 199 by Daniel L. comes, Land Surveyor. N tary Public, County, Minnesota Commission Expires J " uary 31, 2000. EDINA, MINNESOTA This plat of OLDE VERNON 2ND ADDITION was approved and accepted by the City Council of the city of Edina, Minnesota, at a regular meting thereof held this Loday of 19919 . If applicable the written comments and recommendations of Commissioner of Transportation and the Coutity Highway Engineer have been received by the City or the prescribed 30 day period has elapsed without receipt of such comments and recommendations, as provided by Minnesota Statutes, Section 505.03, Subdivision 2. CITY COUNCIL'OF THE CITY OF EDINA, MINNESOTA B , Mayor By Manager T i PAYER SERVICES DIVISION, Hennepin County, Minnesota I ereby certify that taxes payable in 199_ and prior years have been paid for land described on this plat. Dted this • day of .199 P trick H. O'Connor, Hennepin County Auditor; By , Deputy S RVEY SECTION, Hennepin County, Minnesota Psuant to Minnesota Statutes 383B.565 (1969) this plat has been approved this day o 1199 G F. Caswell, County Surveyor; By REGISTRAR OF TITLES, Hennepin County, Minnesota I ereby certify that the plat of OLDE VERNON 2ND ADDITION was filed in this office this day o , 199 , at o'clock M. Dan Carlson, Registrar of Titles; By Deputy. MEMORANDUM To: City of Edina Planning Commission From: Olde Vemon Home Owners Association Board of Directors Date: August 28, 2019 Re: Proposed Development of Olde Vemon 3 Addition The Olde Vemon Homeowners Association ("OVHOA") provides the following comments on the sketch plan review for the Comer ofVemon Avenue and Olinger Road and the back 1/3 of 5705 Olinger Road. 1. The Comer of Vemon Avenue and Olinger Road, platted at 5829, 5831 and 5833 Vemon Lane and 5701 and 5703 Olinger Road, together with the common interest property siurounding those 5 lots is collectively known as Olde Vemon 3 Addition ("the OVHOA 3rd Addition"). 2. The platting of the 5 lots and surrounding common interest property was approved by the Edina City Council on December 18, 2001 on the express condition, agreed to in a written contract between the City, the owners and all successors, that the property would become part of the OVHOA and subject to all conditions, covenants and restrictions of the OVHOA, including the OVHOA Declaration. See attached Exhibits A (Edina City Council Minutes) and B (Agreement between City of Edina and Property Owners). 3. The OVHOA 3rd Addition has been incorporated into the OVHOA and is subject to all conditions, covenants and restrictions applicable to the OVHOA. 4. The OVHOA Declaration provides, inter alia, that the OVHOA is restricted to single family, detached dwellings on separate parcels. The OVHOA covenants and restrictions run with the property, including all property in the OVHOA 3rd Addition, and are binding on all parties having any right, title or interest in the property, as well as their heirs, successors and assigns. See Exhibit C (OVHOA Declaration Excerpts). 5 Pursuant to the OVHOA Declaration, any single family, detached dwellings proposed for a separate parcel in the OVHOA must be at least 1700 square feet of heated space on the main level, with at least 1700 square feet in the lower level. A second half story of no more than 50% of the main floor heated space is permitted. Dwellings are not allowed to exceed 1 and ,2 stories at the front elevation, and the average height may not exceed 22 feet at the front elevation. 6. OVHOA approval is a mandatory requirement for any and all development proposed for the OVHOA 3rd Addition, including but not limited to any proposed replatting, or proposed structure or stmctures. 7. The OVHOA Declaration as currently stated does not permit the sketch proposal for the OVHOA 3I-d Addition, particularly the proposed condominium structure. 8. The covenants and restrictions in the OVHOA Declaration mn in perpetuity, and may be amended only with 75% approval of the OVHOA. 9. Adding property to the OVHOA, such as the property at 5705 Olinger Road, would also require 75% approval from the OVHOA. Such additional property would then be subject to the covenants and restrictions in the OVHOA Declaration. 10. The OVHOA supports the concept of including the entire property at 5705 Olinger Road into the OVHOA, not just the back 1/3 of that lot. The OVHOA supports the unified development of that property and the OVHOA 3 Addition with the construction of single family, detached villa homes on separate parcels that comply with the architecfairal control provisions set forth in the OVHOA Declaration. The OVHOA does not support any proposal or rezoning which would permit the construction of anything other than single family villa homes on any portion of the 5705 Olinger Road property. Respectfully submitted, The OVHOA Board of Directors EXHIBIT A MINUTES OF THE JOINT MEETING OF THE EDINA CITY COUNCIL AND TIfE EDINA HOUSING AND REDEVELOPMENT AUTHORFrY HELD AT CTTY BALL DBCEMBEK18,2001 8;00 P.M. CALL TO ORDER Mayor Maetzol4 called the regular meeting of flie Edtna City Counca to order at 8:oip^i. He noted the CouncU hdd delayed their meetfaig becaiiise of the Hopklns Schod Disb'ictHection, .RO'LLCALL Answering rollcall w&re Members Housh, I-Iovland, Masica and Mayor Maetzold, Member Kelly entered the meeting at 8:15 P.M. CQNS.ENT AGEP^DA rTEMS APPROVED Motion ma4e by Membo- Masica and seconded by Member Housh approving the Council Consent Agenda as pwswted, RoUcaU: Ayes: Housh^ Hovlmid, Masica, Maetzold Motion can'led. .tMINUTES_OF THE REGULAR MBETBSTC QF DECEMBER ^ 200L.SPBaAL.MEBTING.01F SEPTHvTB ~1i-2001^ANb PECIAL MEETING OF DBCEMBER.,4, Zppi^ppRQVBp Motion made by Mpmber Masica and secoiided by Meanbei-Housh approving the Minntcs of the Regular Meeting of the EdJbaa City CoyncU for December 4, 2001; Special Meeting of September 19,2001; and Special Meeting of December 4,2001. Motion carried on rotlcall vote -fotir ayes. EMPI<PT^EJLECQ©in3,8N[ Mayor Maetzold (hanked En.guzeer Francis Hoffman fQi- his 28 years of service aiidaGtoowledged his extraordinary dedication, Ibyglty and commitment to the City. Mr. Hoffmai) explained that he felt lucky to have been able to spetid his career working in Edina. He thanked the Council for flieir support over the years. ^HEARING 0 TAN-UARY1S 2 VACATION F PORTIOI^QI? 2 AN 60 DAY EXTENSION GRAN PRUCE ROAD_ CONTINUED TO JANUARY. IS 2 2 AN 60 DAY EXTENSION GRAN D Motion made by Member Masica andseconded by Manber HouBh tu continue the hearing on the vacation of Spruce Road until January 15, 2002, mid to grant a 60 day extension from action and vacation of street. Motion carried on rollcall vote - fvux ayes. RESOLUTTON ^a 2Qt)l-10 FINAL P T AFFROVETD.^TH CO^DmONS TOR OLDE ^tN&N SRD'SwterlwSen stated the Coundl had gT&ited RretimuiaiyNat approval for flus S^Taddition to the Olde Vemon development on October 16. 2001, Tliey bad made a condition of'ttie approval, that the lots be made a part of file Okie Veuion I-Iomeowners AssDciation, Jvfr.Larsen re'pQrted that the developer had'faxed a signed agreement to ttiis condition to tfau City was ready to proceed to fhial plat. Member Hovland asked if &e filial plat co^ormed to the preliminary ptet Mr. Larsen replied that the plat bad not been modified. Page 1 MmttteSjSdina Citv Council December 18,2001 Member Hovlaiidinh-oduced the followittg resolution and moved its adoption: R^OLUTION NO. 2001-101 A RESOLUTION AFPROVJNG FINAL PLAT FOR OLDE VERNON 3KD ADDmON BE IT RESOLVED by the City Council vf th.e City of Edina, Minnesota, that that certain plat entitled, "Olde Vemon 3«1", platted by Leo Bvans, et al, and presented at the regular meettng of the City Cpuiicfl on December 18, 2001, be and is hereby grdnted final plat approval. BE rr FUR'nrER RESOLVED tiiat the approval of the Final Plat of OIde Vemoii 3rd Addition incoiporates the plat faito the existing homeowner's association. Passed and ad&pt^d tMs 38th day of Deeenilier.2001. Member Masica seconded ttte inotion. RoUcaU: Ayes: Housh; Hovland, Masica/ Maetzold Motion cattied, ORDINANCE NO. ;85Q.A22 GRANTED PIRST READING APPROVING P BUMINARY REZONING A D RS OLUnON 2001-103 APPROVED AMEEjDING COMPREH STVE PLAN - A015 WEST 6 " STREET STEVEN SCQTT DOVE COMPANY AND GRA1G COMPANY Affidavitis of Notice werfi presented, approved and ordered placed on file. .^'eselltetjiSELhY-PjlgSfiS' Planner Larsen explained a request has been received faom Steven Scott- Development Cumpany arid Tlie Crajg^ Company to aaiend the Comprehensive Nan designation from office to High- Density Residential Rezone from Planned Qffice ^District/ POD-1 to Hamied Residence DisWct, PRD-4, The proposal would raze all existing site miprovements to allow the constrocyon of a four-stoi-y, 100-uidt apartment buUding on die 3^4-acre site, The building would sit over a two- level/193 space parking garage. There would be ^ addttional 35 surface parking spaces on the north side of fhe bufldmg. the deve]opmeflt consisls of two buading fhat would be coiuiected by a sin-gle Story office and amenity space, He noted. Ole TeqLuested redevelopment required no variances from the City. Mr. l^irsen said the PJaruung Commission recommended tffinending the Caniprehensive Plan designation conditioned upon: 1) Final Rezoniug, 2) Wato'sbed District Pennits; 3) Easement Vacation snd Rededlcation; arid 4) Sewer Line RelocaKon at Devdoper s Expense. Member Masica asked for verificatioji that die proposed redevelojwent would lessen traffic m the area, Mr, Larsen replied that the glte could Itandlci an 80,000 squa-Ce foot office which would generate appro^imstely 1,100 car trips dwly. The 100-iimt residential apartmCTts were projected to generate only about 700 trips daily and theti they would not be at peak traffic hours given lie likely tenants. Member Housh aslfced if the Council were to approve fhe requested redeveiBpment, but the developa- failed to proceed what would happen to the property, spectficalty the rezoning. Mr. Larsen'replied that the zoning -would revert to what it was prior to the request. Mayor Maetisold noted that Conunissioner Brown had voted 110 on the proposal and riated he thought further study should happen before any further redevelopment occurred m (his area, Page 2 EXHIBIT B THC5 AGREEMENT is inade this 18dl day of December, 2001, by and between the City of Edina. a municipal corporation (the "City") aod Leo. M. Evans and Margaret L. Evans. husband and wife, Suzanne M. Hluds. an umiiarried woman, Kareu Evans Taylor and Calvin Taylor, wife and husband (together ''Ownsrs"). WTTNESSETH: WHEREAS, the Owners are liie owner of the parcels of property in the City legaUy described oo Exhibit A (the "Property"); WHEREAS, as a condition to the approval of rqplat of the Property as Oldc Vernon 3"1 Addition, the City requked that this AgreeniCTri: be entered into; NOW, TBOSRBTORE, in consideration of the mutual understandings and agreements hereafter set forth, the parties agree as follows: 1. JProporty^^ Subject to Der.IaratfoafotJSUe-Xsm®. The Property shall be included as part in the Oldc Vemoa Townhouse Development that is adjaceot toflie Property and aU of the Property shaU be made subject to the OIde Vernoa Homes Declaration (the "Declaradon") datel May 1, 1998, and recorded as Document No. 3017332 with the Hennepin County Registrar of Titles. The Owners agree fliat all dwellings comtructed oa the Property shall comply with requirements of the Declaration as now provide, including, but not limited to the now'existing requiremeats of Article K, Section 2 thereof. The Owners aclmowledge and agree that the Ci^newi not issue a buUding permit for construction of any dwellmg on (he Property that does not comply with the Declaration. 2. Bladin&.QndJBfin^I'ciaLEfifeei. This Agreement shall iaurc to the benefit of and be binding ou the City and the Owxiers and their respective heirs, representatives, successors and assigns ami upon all subsequent owners of any portion of the Property, and shall be for the benefit of the parties and the Olde Veroon Homeowners' Associatioii, 3. Counterparts. This Agieemeut is executed in any number of counterparts, each of which shall constitute one and the sanie instrument. in<W.»"«<> )<ai «UBU«Wn.UWUI-*tanin«-Bl»l«J IN WTNBSS WHEMEOF, Ae parties have caused this Agreement to be duty executed as of the date first above writtai. CTTY OF EDNA By; A^^u-^" A /_^ A' Its M :or By: Its City Manage LEO EVANS AND MARGARET EVANS, husband and v/iSe^ SUZANNE M. HINDS, an unmarried woman, aud KASEN L. TAYLOR, also known as KAREN EYANS TAYLOR, and CALVIN TAYLOR, wife and huriiaud By: ^^.'*<-^.'^^lrf^iAs4&- .^^ Leo M. Evans and Margaret L. Evans, husbaxri and wife, by Gordoa L. JeDsen, Attorney-m-Fact pursuant to Powers of Attorney dated May 21 , 1998 and Suzaane M. Hinds, an unmarried wonaan, Karen L. Tayior, also lonown as Karen Evans Taylor and Calvin Taylor, wife and husband, by Gordon L. Jensen, Attorney-in-Fact pursuant to Powers of Attorney dated May 21, 1998 STATE OF MINNESOTA ) )ss. COUNTY OF HENNEPIN ) The foregoing mstrumeat was acknowledged before me this 18 day of December, 2001. by Gordon L. Jenseri, Attoraey-in-Fact pursuant to Powers of Attoniey dated May 21,1998 for Leo M. Evans and Margaret L. Evans, husband and wife, and Attomey-in-Fact pursuant to Powers of Attorney dated May 21, 1998 for Suzanne M. Hinds, an uimiarried woman, and Karen L. Taylor, also known as Karen Evans Taylor and Calvin Taylor, wife and husband. Public Seal) CYNTHIA L. RA'<0 I NOKflYPUBUC - Mi':;<-S3T.t My Coinm. BiplrBs Jan. s 1, zoos WOfWWWWIOlWlVKWWWrfB Lute 1 through 6, Btock I, Olde Vernon 3<d Addidon, Henneirfn County, Minnesota, (bimwly dffcribed as Outlot B, OIde Veraoa. s^ ^^^- /-/^-^ ; &a</ ^U^- ^// ^ <$^ s^- ^/G.. ^ ^-sy^ ^ -fOFRCE QF_THE RCGISTflAROF TITLES ~ WEPIN COUNTY. MINNESOTACERT1RED FILED ONSEP 052003 ,^(>^^'<EAl^?<-^REGISTRAR OF TlTLESBY _-_" DEPUTf ^ JS Form No. 0%-M - AFFTOAVTT BY ATTOBNEY IN FACT-NONTERMINATION OR NONREVOCATtON tN SURPORT OF A REAL PROPERDf TRANSACnCXN AiBdavll of nonleimilttdoa or aomevoCTtion m aapport of a IB«I pioparty IransaEtioa puauant toItfina. Slat 523.17 Sabd, 1. STATE OF MINNESOTA ) ) St. COUNW OP HENNEPIN ) Gordon L. Jenwn. bring Got duty «wom, on oath says (hat; 1. Affiant is the Atwmey-bi-Pact named In that certain Power of Attoroey, dated Nowmber 13, 2001. and flted for record __ _.._._......... , 2003 as Docummt No. _,"_"___ , , in the office of the Registrar ofndea ufHennepin County, Minnesota, tiiecuted by SiBanncM. Hmds, as Oramoi and piincipal, telatiBg to real property Eu Hemiepln County, HBnnflsota, lazily described as followB: Lots 1 throu^itf, Btockl, 01deVernnn3rt Addition, Hen»lria Comity, Mtanesuta, fonnerly described as Oattot B, OldeVeraon. 2. Affiant does not have actual knowtedge and has not recelvad acnial notice of the revocation or tennination of the Power of Attorney by Grantor's death, duabBily, incoiqietence or otherwise, or nodes of any ftcu faidicating die same. 3. Affiant has uamlned the legal <te«:riptiou(s), if any, attached to (he Power of AnoraBy and certifies thai to the best of Affiant's actual bKwdsdge the tecriplionfs) bas/baw not been changed, replaced or aawndfid atoce the sigabg of the Power of Attorney by the Principal. .....'^-O-A-b^C, Ooidon L. Jensen (Notarial Stamp or Seal) OYWHIALRAKO iNinwwBUC-uwnssaw f Oinm, B»ln*'lu^ *1>WB Subscribed and awom to before me (his f^J^i day <rfA»gu8t,2003, _.^M^....^..M^ - - Notary fvb\\c TOIS INSTRUMENT DRAFTED BY: JENSBN & SCWGDRAU-, P.A. 8525 Edinbrook Ctoistog. Suite 201 Brooklyn Park, MN 55443 C7fi3) 424.8811 d«»<wiurk«u.iu -9 ^u JS Two No. 63'A.M. AEHDAVIT BY ATTORNEY IN TACT-NONTERMINATK1N OR NCTdlEVOCATIQN IN SUPPORT OF A SEAL PROPERTY TRANSACHON Aftoril of nwuermination or ntau«TOcai<a u aw»rt af * tul P"I»«y lT>»°*>n pwauatt to Mim. StaL 523.17 Subd. 1. STATB OF MINNESOTA ) )8S. COUNTY OP HENNEPCi ) Goirdan L. Jeiwen, being first duly sworn, on oath sayt thai: 1. Affiant It the AEtomey-in-Paet ngmed in Biat certain Power of Attorney, dated November 9,3001, and dtod for reeoid . ,2003aaDocuniBDtNo._ ,intteofflc® of the Regiatrar ofTMes ofHeiuiepia County. Minnesota, executed by Leo M, Bvans, as Chanter and principal, retoting to real property hi Ifennepin County, MmnesotB, legally described as follows: Lota 1 through <, Block 1, Olde Vernon 3"1 Addition, Rennepln County, Mtanetotu, fomierly described at Onttot B, OUe Venion. 2. Affiant does not have aeual knowledge and has oct received actual notwe of fte revoeatia» or tennuialion of the Power of Attorney by Orantor's dead, dlsiibility, incompetence w otherwise, or notice of any Eacls iiuUcatine the saroe. 3. Affiant has examined (he legal fteierip(ion(8>, tf any, attacbed to the Poww of ABamey and certifies that ro the best of Afliant's actual laiowledge tbe aesctip&asW has/baw iwt bwn changed, teplaeed ot aiwaded dace th; slgnmg of fte Power of AUoiney by the Prine4»l. (tordon L. Jensen (Notarial Stamp or Sea]} CYNTHIA LRAKO jnonwputt.ic-NtiiNESow"U, Coma. iKpkN An, 11, tM» Subacribed and sworn to before me tUs^^") day C, 2003. '^^-....,..,..^A, Notary. .uWte '..LbA...... THIS INSTOUMBNT DRAPTBD BY- JENSEN & SO^^^RALL. P.A. 8525 Edinbrook Cnuiing, Suite 201 Brooklyn Park, MN 55443 C763) 424-8811 rtftfUKWBMB lC/vfb ntt^N. 0 -^ JS Fonn No. O'A-M - AITIDAVTT BY ATTORNEY IN BACT-NCTmHlMINATION OR NONREVOCAnON IN SUPPORT OF A REAL WCWVKTV TRANSACTION Affidavit ofnontHiaiaatioB or aoBrevocatim In raBWrtofa nal property tnnsaedon ptusaant to Mini. Stat 523.17 Siflid. 1. STATE OF MINNESOTA ) )8S. COUNT? OF HBNNBPIN ) Gordon L. Jenaen, bElng first duly sw&in, on aatfi saya thai; 1. Afflant is the Anomey-in-Fact named in that certain Ptwer ofAltomey, datad November 9,2001 , sad filed for iccoid _._,_, 2003 aa Docuinsnt No. , in flit office of the Repauar of tlrtw of Henn^in Couoty, Miiuesota, eaccuted iy Maigaict L. Evans, aaGrantor and principal, relaling 10 real pivpnrty ia Heaaepin County, Mnnesota, legally described as follows: Lots I ttuwgh C, Block 1, OIde Vernon 3rt Addttloa, Hennqitn Oountj, Mbmcsirta, fiirmerly described as Outtot B, Olde Vwum. 2. Affiant dosa not have actual kaowledgB and lus not leceivcd actual nodce of the revocation or leimtaadoa of <he Powr of Auomey by Grwitoi'a deatlt, OlwbUliy, incompetence or oiliawite. Ot no&e of any facts todkatfng (he (aim. 3. Affiant has examined the legal d«eriptlon(s), if any, attached to the Powr of Attomey and terifies that U the best of AfGant's aetuai taiowledge die de»cription<B) has/have not been chaaged, cepla<wd or amended saw fhe sigmng of the Power of Attoroey by the Principal, ^s ^.^s^. Gordon L. Jensen (Notarial Stanq> or Seal) CYNTHIA L flAKO liKnimpua.c.MiiiKsoTA' Xromn. Bffiw <m,»», a»u Sutscribed and sworn to baftm me fliii ^^, day ofAugus' 2003. ^ ^'4,. ^L.k\^ Notary Public TfflS mSTRUMENT DRAFTED BY: JENSEN S SONDRALL, P.A. ' 8525 Edbibnxak CiOMing, Svlte 201 BrooMyn Park, MN 55443 f763) 424-8811 hUwnu»ngU-Clb» Wfetfi w^avfMfisfw^t JS Fonu No. <S3%-M - AFFIDAVIT BY ATTOKNEY IN FACT.NONTERMINATION OR NONKEVOCA.TION IN SUPPORT OF A RBAL VSVOTES'TY TEtANSACHCTI Afli&vit of aontenBination or mmrevocatioa m suppon of a nal propCTty tTBDBaction punuant to Mhm.SteL 523,17.Subd.l. STATB OF MINNESOTA ) )tl. COUNTY OP HENNBNN ) Gordon JL. Jeawn, beiae first duly sworn, oa oath says that: 1. Affiant is f AUoniey-in-Pact nained In that certajn Power of ABomey. dated November 14, 2001, an4 (Bed for recoid _ " _ _, 2003 BS Document No. __. _, In the office of the Registrar of Tales of Henatpin County, Mwnesota, executed by Ctlwn T^lor, u Grauoi aidpriiK^al, relating to reaJ propenyin Hennepm County, MinnesotB, legally deBcribed as follows: Lots I through <, Block l> OIdeVernonS"1 AddtUon, Hamepin County, Mlnnisotai, funnerty dtescribed a* Outhrf B, OMe Veinon. 2. Affiant doet not have tctual fcnowledge and ha8 not received actual notice of the revocation or (emrinalion of the Power of Auomey by GraDtor't death, diiability, lacompetense or otfaetwise, or nodce of any face indicaring the sanw. 3. Affiant has examhied th9 tegal dwcrip<ioD<sJ, if any, altadwd to tl» Puww of AttUtaey »nd cenifle* Chat to die beat of Affiant's actnal kao^fcdee flie dsaaiptton&i) lus/have aoi leen changed, (eplaced w anieaded since the signing of the Power af Attoniey by die Prinsipal. /_^'--tss=-- GoMon L. Jwsen (Notarial Stamp 01 Seal) CYNTHIA L, RAKO |iOTwnj8uc-unnE6or*.NIT CMwi. Ewh« jui. >i. am Subscribed and sworn to before me this ^#l day of August, 2003. &y>i^-< ^ NMfiiyFlitiUc I THE INSTRUMENT DRAFTED BY: i JENSEN & SONDRALL, P.A. I 8525 EdlnbrookCtosslag, Suite 201 ! Brooklyn Parie.MN 53443 f763)42M811 rt«*w»fffcw a* Auyb »ua.»i< 0 ^ JS Form No. O'A-M . ACTTOAVTT BY ATTORNEY IN FACT.NONTERMINATION OR NONREVOCATXON IN SUPPORT W A REAJ, NtOPBaTY TBANSACHON Affidavit of nootuaatnBlfOB or Bonicvocatnin in iqipnrt of a Tial property tnmanrtinn punuant to Ulna. Stat. S23.17 Subd. 1. STATE OP MINNESOTA ) )».COUNTOOFHENNEHN ) Gwdan L. Jenan, being first duly swon, an oath say* thac 1. Affiant fa the Attocney-in-Fact named in But certBin POWT of Attoiney, dated November 14, SWl.iwlSieStmiewtd , 2003m Doenment No. _........ ," .in the office of the Registrar of Tides of Heanepin County, Minnesata, exeeuied by Karen L. Taylor, as Grantor and principal, relating to real proper^ fai Hennepm County, Minnesota, legaBy described a» follows; Lota 1 through <S, Bbck 1, OMe Vernoh 3'd AddiUnn, Htnnepfn Caunty, Minnesota, foraeriy daicribed a» Outhrt B, Olde Veraon. 2. Affiant doe* mx have actual taiowtedgs and has not received actual notice of the revocaUun or terniinsdia of the Power of Atmmey by GraBtor't death, disabUity, incompetence or otfaeralse, or notice of any facts tndlcatlng Cw saine, 3. MEsnt has examined the tegal ileacripdon(s). if any. tttaehed to the Power of Aaomey and certifies that to (he best of Afflant't acual laiowledge ilie <lescriptlan(s) hasAave not been changed, mptaced or amended since the signmg of the Power of AUomey by d» Principal. ^^S--t.^_Z^.^_ Oordrn L, Jenaen (Notarial Stamp or Seal) CYNTHIA L BAKO|IIOBWWBUC-IUt88BTOrtl» Corn. BSm Jto. fl,i!W(i Subscribed aadiwwnw before me thkS^ day ofAugU!I,2003. J^^,. .KL.Ci^.........- Notary PuWte , THIS INSTRUMENT DRAFTED BY: JENSEN & SONDBALL, P.A. g52S EdicbPookGoBsiBg, Suite 201 BrooktynPaik.MN 55443 f»63)4U<8ll »iu^iNite(hi-c*"i*i tewd«hrif«<tail"»^u»d EXHIBIT C \--.» -'s '^ YO-^ OLDE VERNON HOMES &ECLA31ATION ^ J^H s 0 in . 0 K» » C<J e~ Oil ir> TffiS DECLARATION OF PLANNED COMMTJNTTy is made in the County of Heaaepin, State of Jtfianesota, on fhis J_ day of 1998 by OLDE VERM'ON LLC, a Wsconsia ludled liabflity compaay C'Dedar t"), for the purpose of creating. OIde Vemoa Homes, a planaed commumty. WTTNESSETH: ; -. WHEREAS, Declar&nt is the owner of the real properly described oa Exbibit A to this ' w Declaration, and desires to create thareon a resideatia! community: and ^ WHEREAS, Declarant desires to provide-for (be preservation of the values aad ameniries ia tfae-wmBQunity and to this end desires to subject the real property hereinafter described and aB impraroinoats IhBieon (fhft "Property") to the easttaeuts, restrictions, coveicuuits, conditions, charges and Ileus set fbrth ia this Dedaratioo, eadh. and aU of which is and are fbr the benefit of the Propca-ty and each owner thtsreoi; and WHEREAS, Declarant has deemed it desu-able for the efficient preservatioo of the values and ajnenities ia the commuDity to create an ageacy to which should be delegated and assigned the power ofadministeriag and enforcing the covenants and restdctiojis contained in tliia Declarariojiaod collecting aad disbursing the assessments and charges created by this Declaration; and WHEREAS, Declarant has incorporated, under the laws of the State of Minnesota, Minnesota Statues Chapter 317A, as a nonprofit corporatioxi, OJde Vernoa Homeowners Assadatioa, be., foj- Uie purpose of exercising these functions; aad WHEREAS, dde Venaon Homes conststs solely of separate parcels of real estate designed for d&tached single family dwelling and the Association shall have no obligation to maintaia any bvlldiag coataimag a. dweUmg and is therefore exempt from the Minnesota Common Interest Owoership Act, pursuant to MiBaesota Statutes Section 51.5B.l-103(e)(2). NO"W, THEREFOBS, Declaraut declares that the raal propeity described on BsNl?itA (and if additioiial real property Is annexed to the sdiame of coveaaats created hereby; pursuant to Article II hereof, such.filrthar real property) is, and shall be, held, traosfenred, sold, conveyed and occupied subject to the foUowisg uyvenants, couditioiis, restnctions, easements, charges and lieaa (sametunes referred to as oaveii^^.:ind restrictiom"), which covenants and restrictions shdl run vntfa t3ie real property and be buidiag on all parties having any right, title or interest in the herdnafter described properties or any gart thereof, their heirs, successors and aaigas, and shall imu-e to tfae bensfit of each owner thereof. F)ilIIAni94ti-4 notice of the assessment shall thereupon be sent to every Owner sulyecuhere^; provided, however,th'aFfaUure'tosend'such written notice shall not render any assessment invalid. The Association or its agent shall, upon demand, furnish to anyowner.Iiabl^for_saldassessmenFa^Ffic'ateTn writingTigned by an officer of the Association seldngfonh^hetb^^ch^smenthasbeen'paid. Said certificate shall be conclusive evidence of payment of any assessment therein stated to have been paid. Section 9. P^'^-t" Prepa r-ft Ann"al BUTlrt and Lew Annual Assessment?. The failure0^o'fTheToard to prepare the proposed annual budget and to levy^sessinents^upo^hSe7al"Provid"ed\bo^e shall not constitute a waiver wSonTp^n^a^^Tn^a;ubSd^t;'e"a^Menibe7shall continue to pay the monthly ^smentatthe^e^S^teu^?ao suZMemb7rhas7ece'ived notice of'the new annual or special assessment levied. ARTICLE Vffl RESTRICTIONS ON USE OF PROPERTY All Owners and occupants, and all secured parties, by their acceptance or assertion of an y;~orby-their occupancy of a Unit, covenantand agree that. in addition to^anyS^S^id; uy.u^'by thcGovennngDocume^^he^occupanc^^e,^pne^iocns"aSon and conveyance of the Property shall be subject to the following restrictions: ;tion 1. Gensal. The Property shall be owned, conveyed, ®ncumbered>..leascd' used,_andtto^^verDmg Docume nts. All covenants. ^ctioas_and^blig_ations set^forth?ncZ^2cninguDocuments"a7em-fiirtherance of a plan f°^the proPe^.and_sha".mn^^^^Ipnr^uan31 b'etasb^den'andb^efit to all Owners and occupants and to any other person acquiring ^"o^mra iiTnte^est'mtheYroperty. their heirs, personal representative. successors and assigns, Section 2. R^^B"tial Use. The Units shall be used by Owners and OCCUPant6Rn^thMr guests li vely ^s prrvate: ^^.rest^ml^!"ngs:^;°^^Slh^SeTOTbTsm^r'otWno^Kidendal purposes^xceptas^^ocf^nr(e"KCCp7fo;occupaii^lteh^Sxa(6Tm<i^oran7occu7ancy^^^^ any services customarily furnished to hotel guests, shall be presumed to be for transient purposes. 3. n""ip^ Use Restricted. No business, trade, occupation or Professiono_fa"y kind. wSherucarried on for profit or otherwise, shall be ~^«cted> ma^nlOTPermi^ iSs^^Q^Ownero^occupantresuiing.n aUnit "^ keep and m^^s^^^^s^SSiS ^^uSS^ha^ematters'^t^ su<ib usS^5>teS)t^^ZSJen^lSroinrp7ovided"that such uses are incidental to^ the residential use. do ^ 3°pnS LSiuono'fthe5nltand do not ^v^^obs-a^^;n^aS wrss ^^'^^^^isitMic^So^d^Te Z'^t^^^ on'the Property for management and related purposes. phi(»A 521946.4 -10- Section 4, Muisaness. No noxious or offensive activities shall be carried on upon any Unit. Section 5. Anlmsls. No animals, livestock or poultry shall be raised on any Unit, except household domesticat^imals. No animals kept or bred for co"lmercial P"H)oses may,bekePt OD "The Board shall have the authority to prohibit and regulate the keeping of animals on !^ P'ro^'. For'purpos^ofthis section, "animal" is defined as any living creature except humans. Section 6. G?^?^ "^ Rubbish. No Unit may be used as a dumping ground for rubbish or trash, andiilft rash'or'mbbish shall be kept in sanitary containers. Section?. Ecoluted^ufityies. No storage structures or outbuildings or external^ortetevisio'nTntennas, towers, masts, guy wires or dishes, except television antennas^o^ satelHtedishe^:greater~than"l meter, or any solar collection apparatus of any kind may be placed ^vus1dnoTanyU^'without the prior'approval of the Architectural Control Committee^reated^bytuheuA7sociaSoJn.'"SatelUte dishes may be no greater than three fact in diameter may be piac^^oriyulpco^h'e^oft ofaDwe]lmg"'Any dog kennels constructed upon any Unit must be attached to the Dwdling and camouflaged. Section 8. Sisas. No signs may be displayed without pdor approval of the Board except those placed by Declarant. Section 9. StfflagfiXMQtQL^fihifiles. There shall be no outdoor storage, on any part of the Unit. indudmg'the driveway, ofany motor vehicle, snowmobile, motorcyc^off-r^veh^m^h'o^or^t"hermotori^d~vehicle. mciuding any boat or boat trailer. The storage of any vehicle fo'r'more than twenty-four (24) hours shall violate this provision. Section 10. T^^-^T^^res. No Unit Owner may_lease^less than the^entire United no leaseThdrpro^de an initial term (exclusive o? pensions o^ptions^^new)^less than^muon;tuh°s: Zyllease'agre'ement shall provide that the t^ onhele^e shal;b^5ubjec^^ resp^^The"^LZofThe Governing Documents and that any faUureby ^^^eto^mpty^^;^ 7sudTG"overmngD'ocuments shall be a default under the lease. All leases shall bejn^wnti^oZr ZnTeTre^nTt hteret Ts"ao"restn^ right^f^y Unit Owner, including the Declarant'to'lease anwy Unit. Tiaieshares ofUnits are not permitted. ARTICLE IX ARCHITECTURAL CONTROL PROCEDURES S^tlon 1. ^r^.t-t.-i ^ntrol CnmmUtw. There shall be established an A^chitectu^ControlTommittee (ACC) consisting of three (3) persons.^ The niembers ^AC9,maybe,rub;ZDedarant 'so'iong .s Dedarant'owns at^ast one ^ Afte^^mun^oJESs^ighT tTappoht"ACC°members. mem bers ^Lbe_the-BO,^OLDilTS.O,fntSsTcS. Zc plr^^po^bTlityl otfthe'ACCshallbe to ^^^ that all improvements to Units PhillA52194fi.4 -II- are consistent with'the overall style of the Development. No improvements may be constructed, removed or altered without the prior written approval of the ACC. Section 2, ^fi+rictions of nrioinal CQns!m£U2a. There shall be established a Design Control Committee CDCC) consisting of three (3) persons. The members of the DCC shall^e PhHtip S.'Dommer two persons appointed by Phillip S. Dommer. The^DCC shall ensure that all Dwellingsconstructed before July 7,2022 comply with the Otde Vemon Design Control Summary dated April 2*"T99'7""No development or building shall occur unless the plans and specifications meet the I'equir'emenls as determined by the DCC in its sole and absolute discretion. All Dwellings built before July 7, 2022 must comply with the following requirements: The heated floor area of the main entry level living area of each Dwelling shall consist of not less than 1700 square feet; The lower level of each Dwelling must be at least 1700 square feet, which area need not be finished; (c) The second story of any Dwelling, if built, shall not exceed fifty percent (50%) of the heated fioor area of the main entry level; No Dwelling shall exceed one and one-half stories at the front eSevation. The : shall not exceed twenty-two (22) feet as measure at the front elevation.^ The method ofdeTermmTng'height shall be consistent with that in the Edina Zoning Ordinance as interpreted by the Edina City Planner. Section 3. P^'-F4'"ns nn Alterations. The following restdctions and requirements shall apply to alterations on the Property: (a) Except as expressly provided in this Article IX, and except for akerations. Declarant in consideration of its initial sale of a Unit, no structure, building, addition, deck, ti'o."fence~waTl. enclosure, window, exterior door, sign, display, decoration, color change, ^hmbberyrm aterial'topographical or landscaping change, nor any other exterior improvements toor a'Ueration of any Dwelling or any other part of a Unit which is visible from the exterior of the Unittive'ly "referred to "as "alterations"), shall be cominenced. erected or muntained in^aUtutu'nlessaad'unta'the plans and specifications showing the nature, k*nd».shBPe'.hei§ht^coloJ''mate^als^nd'locatio'nsofthe<eralioas shall have been approved in writing by the ACC. Notwithstanding th'e foregoing." Declarant's written consent shall also be required for alterations until Declarant no tQ'nge'r'wns'^iyunsold Unit and has no further rights to add Additional Real Estate to the Property. The criteria for approval shall include and require, at a minimum, (i) substantial unifomiity of color, size, location, type and design in relation to existing improvements andVopos-aphy, 09 comparable or better quality of materials as used in existing improvements, (ity easeo^aintenwce aad repair, Qv) adequate protection of the Property, the Assoaation, Ownersa*n76ccupajit s'from liabtlit'y and liens ansing out of the proposed alterations, and (v) compliance with governmental laws, codes and regulations. |>hiHAS1194(i.4 -12- Section 3. "til'f^ Element. The Property shall be subjecUo noa-exdusive, appurtenant easements'for'all utilities, water and sewer and similar services, which exist from time to time, asc^nstnlct'ed'or referred'to in the Plat, or as otherwise described in this Declaration or any other dulyi:ec'Dt:ded'instiument.- Each Unit, and the rights of the Owners and occupants thereof, shall be"to'anon-exclusive easement ui favor of the other Units for all such services, including wThout limitation any sewer or water lines servicing other Units. Each Unit shall also be subject to an'^clusive'easement in favor of the Association and aU utilities companies providing service to 1 Units for the installation and maintenance of utilities metering devices. Section 4. ^w.i»*i^ F-asements. The Association shall have and enjoy a pe^etual noneKclusive'easement for ingress and egress over and across any Unit for the performanomaintenance, repl'acement or repair that, under the terms of this Declaration, is an obligauon of. orttot'may be performed at the option of. the Association on any Unit. The Association sh^ have therTtvto'enter a Unit with or without notice in the event of an emergency; such entiy may I ^adeb? an off^er. Board member, the management agent of the Association o'- Public safety Such easements shall be considered easements in gross and not appurtenant to any of the Association; The use and enjoyment of any easement of the Association Kein'sh&li'be'on the condition that the Association shall, at its expense, repair or replace any damage'caused to any Unit by any entry made by the Association hereunder. Section 5. F»<^P."ts and Riffht. nf Declarant. The Declarant ^shall have and enjoy a nonexclusive easement in gross over allProperty and each Unit now included or hereafter annexo tooide'Vemonto install utilities or otherwise complete construction required inSheTnTrial^v'JopmentoToideVemon, and to use portions of the Property other^than Units owned 'a'oerson other than Declarant for storage of materials for purposes reasonably related to iStiaI^construction; provided, however, that such use shaU be on the condition that Declarant i ."restore any Unit or Property so used at its expense. Further^the Declarajit may,^i'ihSu?rvott7ofthe"inembership of the Association, cause the Board of Directors, while Ae Declarant is'the Owner of-at least one Unit, to execute and deliver such easements or otfaai creation of utilities or other dedications as may be required incident to-thej d^ero pmeatofOldeVemonand may use one or more Units or dwellings owned by it as models or for sales ofiRces during such initial construction and sale period. ARTICLE Xffl SPECIAL DECLARANT RIGHTS Declarant hereby reserves exclusive and unconditional authority to exercise the follow^g special deduaranTnghts~for asTong as it owns a Unit, or for such shorter period as may be specifically indicated: Section 1. fnmptete Imoroysmsnts. To complete all the Units and other »mprovemMtsindicated on'the Plat, or otherwise included in the Declarant's development plans or allowed by 1 Dedaration/and to'make alterations in the Units and Common Elements to accommodate its; facilities; niiUAS219<16.4 -16- Section 2. M^ Add't'o"al Real Estate- To add Additional Real Estate to the Property as described in Article II; Section 3. pdncateBounrfariBS and /dl,SI_Umt§. To relocate boundaries between Units and to otherwise alter Units owned by it, to the extent permitted by Article XVI; Section 4. Sales Facilities. To construct, operate and maintain a sales office, management office, model Units^nd other developnnent, sales and rental faciUties within the Property and any Units owned by Declarant from time to time, located anywhere on the Property; Section 5. Signs. To erect and maintain signs and other sales displays offering the Units for sale or lease, in or on any Unit owned by Declarant; Section 6. r-nnrml of Association.. To control the operation and administration of the Association, including without limitation the power to appoint and remove the members of the Board7untU the earlFest of: (i) voluntary surrender of control by Declarant, (ii) an Association meeting wiuch shall be held within 60 days after conveyance to Owners other than a Declaration of seventy-five percent (75%) of the total nuinber of Units authorized to be included in tte Property^oryears following the date of the first conveyance of a Unit to any Owner of thanDectorant." Notwithstanding the foregoing, the Owners other than a Declarant shall have the right but'TOTthe'obligation to nominate and elect not less than thirty-three and one-third percent (33'of'the'dTrectors at a meeting of the Owners which shall be held within sixty (60) days following the conveyance 'be Declarant of fifty percent (50%) of the total nuinber of Units authorized to be included in the Property; Section 7. P-asements. To have and use easements, for itself, its employees, contractors,^ representatives,'ageats and prospecdve purchasers through and over the Property for the purpose of exercising its special declarant rights; Section 8. Duration of neclaration of Covenants, Restrirtions and Eflsemsits. The covenants7restrictions, and easements of this Declaration shall^ run with and bind the land and shallinure to'the'ben^t'ofajid be enforceable by the Association or the Owner of any Unit subject to this Decla'ration, or their respective legal representatives, heirs, successors and assigns. Except as otherwise provided with respect to easements in favor of Declarant (Article XIV), the easements srtforth herein shall be perpetual. The covenants and restrictions herein set forth shall have a term of "from the date this Declaration is recorded, after which time said covenants and restnctions/shall be automatically renewed for successive periods often (10) years. The covenantsami'restnctionsofthis Declaration may be amended during the first tw&nty^20) years by vote^or a ^ritten"agreement signed by not less than sbcty.seven percent (67%) of th total votesofihe Metnbers°ofthe Association and thereafter by an instrument signed by not less than seventy-fS%'» of the Owners. An affidavit signed by the Secretary which states the outcome of such vote or the signed written agreement is adequate evidence of the validity of the amendment. Suchaffidavit'or'^ritteii agreement shall be recorded along with the Aroendmeat in the office of the ReSstrar/CountyRecorferHennepin County. Any amendment must be properly recorded and shaU be effective when recorded. PhiltA521M6.4 -17' Sections, ^"fl.rts AmoneLPfifiumentS. In the event of any conflict among the provisions of the De'daratiori, the Bylaws or any Rules or Regulations approved by the AssociaUon, tfieDecraraTion'shail control, as between the Bylaws and the Rules and Regulations, the Bylaws shall control. IN WITNESS WHEREOF, the undersigned, being the Declarant herein, has executed this Declaration this _/ day of ^ 1998. OLDE VERNON, LLC, a Wsconsin limited liability company By Its / STATE OF MINNESOTA ) ) ss.COUNTY OF tlmm^x ) The foregoipg instrument was acknowledged before me^this ^J_ day _ofJ^a^^^^ 1998. by(ic ^^.lO"^>^^L^thel F^ft^/>|^^ LLC, aWisconsb limited li^ility company, on behalf of the limited liability company. »^M^ -IW^AWM^^^g f^SS^ PAMELA J.BEI^.Jt^l NOTAfl'YPUBi.lC -MINNESOT^! ''MYComin.ExplrasJan.SI.I fuwnw^<A^wwwvwwvwvvw AnuiAJQfiid^ Notary Public My Commission wcpires- l/^ 1200031 THIS INSTRUMENT DRAFTED BY: Doherty, Rumble & Butler (AKP) 3500 Fifth Street Towers 150 South Fifth Street Minneapolis, MN 55402 (612) 340-5555 PhillA $21946.4 -22- The CITY of EDINA Sketch Plan Review –Corner of Olinger Road, Vernon Avenue and Vernon Lane (5835 Vernon Lane and the east 1/3 of 5705 Olinger Road) The CITY of EDINA www.EdinaMN.gov 2 The CITY of EDINA www.EdinaMN.gov 3 The CITY of EDINA www.EdinaMN.gov 4 The CITY of EDINA www.EdinaMN.gov 5 The CITY of EDINA www.EdinaMN.gov 6 Site The CITY of EDINA www.EdinaMN.gov 7 APPROVED PLAN The CITY of EDINA www.EdinaMN.gov 8 PROPOSED PLAN The CITY of EDINA www.EdinaMN.gov 9 The CITY of EDINA www.EdinaMN.gov 10 The CITY of EDINA www.EdinaMN.gov 11 The CITY of EDINA www.EdinaMN.gov 12 The CITY of EDINARequired: ➢A Comprehensive Plan Amendment to re-guide a portion of the R-1 lot from low density residential lot (5705 Olinger Road) to low density attached residential; ➢A Rezoning from PRD-1 to PRD-3 for the condo building and from R-1, to PRD-1 for a portion of the residential lot, 5705 Olinger Road, with setback and building coverage variances. ➢Re-Plat of Olde Vernon 3rd Addition; ➢A revised site plan for Olde Vernon 3rd Addition. (Increase from 5 units to 15 units); and ➢Olde Vernon Homeowners Association must agree to the proposal (75% favorable vote) www.EdinaMN.gov 13 The CITY of EDINA www.EdinaMN.gov 14 The CITY of EDINA www.EdinaMN.gov 15 City Standard (PRD-1 Villas) Proposed City Standard (PRD-3 condo) Proposed Front –Vernon Ave. Front –Olinger Road Rear –West Rear –South 30 feet -- 25 feet 25 feet 30 feet -- 20 feet* 23 feet* 35 feet 35 feet -- 35 feet 10 feet* 20 feet* -- 40 feet Building Height 2.5 stories or 30 feet 2 stories 3 stories or 40 feet 3 stories Building Coverage .25 .20 .30 .37* Density –Comp. Plan 4-8 units per acre 5 units per acre 4-8 units per acre 5 units per acre Density –PRD Zoning 59 units allowed based on the 8.2 acre site 28 units existing and proposed 7 units allowed based on the 22,000 s.f. site 10 units proposed* Parking Stalls 2 enclosed/unit 2 enclosed/unit 12 enclosed 8 surface 16 enclosed 4 surface* The CITY of EDINA www.EdinaMN.gov 16 The CITY of EDINA www.EdinaMN.gov 17 Date: September 4, 2019 Agenda Item #: X.A. To:Mayor and City Council Item Type: Other From:Jennifer Garske, Executive Assistant Item Activity: Subject:Correspondence Information CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: None. INTRODUCTION: Attached is correspondence received since the last City Council meeting. ATTACHMENTS: Description Correspondence 9-4-19 City of Edina Correspondence Submission Correspondence Selection * Data Practices Advisory: Any information submitted through this form will be emailed to all City Council Members and submitted for inclusion in the next public “Council packet.” Council packets are permanent records of materials prepared for City Council meetings. Council packets are public documents that are available in print, published on the City’s website and maintained in permanent electronic records. You are not required to complete any fields of this form. However, if you do not provide your name and street or email address, your comments will not be included in the Council packet. Open Meeting Law City Council Members receive and consider all feedback sent through this form. Because of the open meeting law, Council Members cannot engage in back-and-forth emails involving a quorum of three or more members. For that reason, you might not receive a response from them. You might also receive a response from a City staff member. Email City Council: If you only want to email the City Council and not send your comments for publishing, contact members at CityCouncil@EdinaMN.gov. Contact Executive Assistant Sharon Allison, at SAllison@EdinaMN.gov, if you have any questions or require assistance. Council Packet Deadline Correspondence must be received by noon the Thursday prior to a City Council meeting in order to ensure it is published in the packet prior to the Council meeting. Submissions after that time may be included in a future Council packet. Name * Street Address City State Zip Code Phone Number Email Mayor & City Council Laurie Pelto 4360 France Ave S, Unit 3 EDINA MN 55410 6125328561 no dashes or spaces lauriepelto@gmail.com Comments * File Upload By submitting this form, I have read and agree to the Data Practices Advisory above. We live in the condo building next to the daycare project being proposed at 4388 France. While our list of concerns is long, we would like to call particular attention to the property line variance requests being requested for this project; as noted in Cary Teague's staff report concerning the project. The property line variance requests are outrageous, and frankly, insensitive!. We trust that the property line set-back standards were originally thoughtfully determined to protect residential citizens from surrounding commercial development. They exist for a reason; to protect everyone's little piece of the real estate pie. To allow those important standards to be changed so significantly would seriously impact our building. A variance of 22 feet is requested on the north side! A variance of 23 feet is requested on the west side! If you look at how that impacts the southwest corner of our condo building, you will surely understand our concerns. We implore you to consider this! Attachments allowed: pdf, jpg, png City of Edina Correspondence Submission Correspondence Selection * Data Practices Advisory: Any information submitted through this form will be emailed to all City Council Members and submitted for inclusion in the next public “Council packet.” Council packets are permanent records of materials prepared for City Council meetings. Council packets are public documents that are available in print, published on the City’s website and maintained in permanent electronic records. You are not required to complete any fields of this form. However, if you do not provide your name and street or email address, your comments will not be included in the Council packet. Open Meeting Law City Council Members receive and consider all feedback sent through this form. Because of the open meeting law, Council Members cannot engage in back-and-forth emails involving a quorum of three or more members. For that reason, you might not receive a response from them. You might also receive a response from a City staff member. Email City Council: If you only want to email the City Council and not send your comments for publishing, contact members at CityCouncil@EdinaMN.gov. Contact Executive Assistant Sharon Allison, at SAllison@EdinaMN.gov, if you have any questions or require assistance. Council Packet Deadline Correspondence must be received by noon the Thursday prior to a City Council meeting in order to ensure it is published in the packet prior to the Council meeting. Submissions after that time may be included in a future Council packet. Name * Street Address City State Zip Code Phone Number Email Comments * Mayor & City Council David Ingham 4360 France Ave S. Edina MN 55410 6124237533 no dashes or spaces dingham54@yahoo.com I have concerns about the traffic study done for the Andrew Commers and John Gross project @ 4388 France Ave S. My wife and I live @ 4360 France Ave S, immediately north of the their proposed building. Our unit #6, where we've lived for over 10 years, faces France Ave. So we are well aware of the traffic in our area. I have three concerns about the accuracy of the traffic study. 1. Summer traffic is always lighter than winter traffic. 2. Traffic was lighter this summer due to the France Ave bridge closure @ Crosstown. 3. Traffic was lighter due to construction projects in our neighborhood.Therefore, we feel the results of the traffic study done in our neighbourhood are inaccurate. File Upload By submitting this form, I have read and agree to the Data Practices Advisory above. Attachments allowed: pdf, jpg, png City of Edina Correspondence Submission Correspondence Selection * Data Practices Advisory: Any information submitted through this form will be emailed to all City Council Members and submitted for inclusion in the next public “Council packet.” Council packets are permanent records of materials prepared for City Council meetings. Council packets are public documents that are available in print, published on the City’s website and maintained in permanent electronic records. You are not required to complete any fields of this form. However, if you do not provide your name and street or email address, your comments will not be included in the Council packet. Open Meeting Law City Council Members receive and consider all feedback sent through this form. Because of the open meeting law, Council Members cannot engage in back-and-forth emails involving a quorum of three or more members. For that reason, you might not receive a response from them. You might also receive a response from a City staff member. Email City Council: If you only want to email the City Council and not send your comments for publishing, contact members at CityCouncil@EdinaMN.gov. Contact Executive Assistant Sharon Allison, at SAllison@EdinaMN.gov, if you have any questions or require assistance. Council Packet Deadline Correspondence must be received by noon the Thursday prior to a City Council meeting in order to ensure it is published in the packet prior to the Council meeting. Submissions after that time may be included in a future Council packet. Name * Street Address City State Zip Code Phone Number Email Comments * Mayor & City Council Roberta Castellano 4854 France Ave S Edina MN 55410-1756 no dashes or spaces Thurs. Aug. 29, 2019 Enclosed please find 1 letter with 8 attachments concerning the matter of Comprehensive Plan guidance for housing unit density at 50th & France. Thank you. Sincerely, Roberta Castellano File Upload By submitting this form, I have read and agree to the Data Practices Advisory above. Attachments allowed: pdf, jpg, png 2019_8-29_to CC re Density@50th&France.pdf 201.39KB ATT-1)_F50FrSAP_Text51_'WithAdoption_12- 75du'.pdf 111.4KB ATT-2)_Page13_of_Staff_Presentation.pdf 125.39KB ATT-3)_CompPlanWebPage1_on_8-29-2019.pdf 240.96KB ATT-4)_May_8_Draft_Table3.5_MXC.pdf 122.07KB ATT-5)_May_8_Draft_Table3.6_MXC- 50&France.pdf 113.18KB ATT- 6)_Table_3.6_Footnote_re_DensityGuidance.pdf 107.41KB ATT-7)_Chapter_Dates_in_May_8_Draft.pdf 196.27KB ATT-8)_BetterTogether_May_8_Draft_link.pdf 220.84KB Castellano 8-29-2019, Page 1 of 4 Delivered via the online Correspondence Submission Form for the Wednesday, September 4, 2019 Edina City Council Regular Meeting. Thursday, August 29, 2019 Mayor and City Council, I am submitting this letter in follow-up to the public hearing at the May 7, 2019 Edina City Council Regular Meeting (“Council’s May 7 Hearing”), concerning the decennial update to the citywide Edina Comprehensive Plan, which is still in draft (“Draft Plan”) and awaits final Council approval with public hearings tentatively scheduled for November 13, 2019 at Planning Commission and December 3, 2019 at City Council. During the Council’s May 7 hearing, I testified about a few data discrepancies that I had found, which relate to the Draft Plan, and I was going to follow-up by sending you paperwork for review. However, after the hearing, I found that the situation was more complex and needed further review. Tonight, I would like to bring to the Council’s attention an issue involving 50th & France. For land use planning, 50th & France is categorized as Mixed-use Center (“MXC”) in the Comprehensive Plan. Action needed: The Draft Plan needs to be corrected to incorporate the Council’s April 2, 2019 approval of a Minimum-Maximum housing unit density range of 12-75 dwelling units per acre at 50th & France. Below is a chronology. March 7, 2019: The Draft Plan was publicly posted online on March 7, 2019. The text of the Draft Plan was dated March 6, 2019 (“March 6 Draft”). April 2, 2019 On April 2, 2019, the Council conducted a public hearing for the 50th & France Small Area Plan (“SAP”). During this hearing, the Council voted to reduce the housing unit density (“density”) at 50th & France to a Minimum-Maximum (“Min-Max”) range of 12-75 dwelling units per acre (“du/acre”), down from a Min-Max range of 20-100 du/acre. The final version of the 50th & France SAP posted online by the City of Edina (“the City”) reflects this decision. See Page 51 of the final SAP, Item 2 at page bottom [ATT-1], in which it is stated: “With adoption of the plan, the City will revise the Comprehensive Plan to establish a residential density range of 12 to 75 dwelling units per acre.” (The final SAP can be accessed directly at: https://www.edinamn.gov/1538/50th-France . Go to PDF Page 73 to view text Page 51.) Castellano 8-29-2019, Page 2 of 4 April 24, 2019 Planning Commission Public Hearing on the Draft Plan. and May 7, 2019 City Council Public Hearing on the Draft Plan. Additional information related to both public hearings: Following the April 2 adoption of the 50th & France SAP, the City did not update the Draft Plan. Instead, the March 6 Draft was presented at both hearings. The March 6 Draft can be accessed via a link found on each public hearing’s Agenda Item Cover Sheet: 1. For the Planning Commission’s April 24 public hearing: https://edina.novusagenda.com/AgendaPublic/CoverSheet.aspx?Ite mID=6395&MeetingID=1075 2. For the Council’s May 7 public hearing: https://edina.novusagenda.com/AgendaPublic/CoverSheet.aspx?Ite mID=6450&MeetingID=1094 In lieu of preparing an updated Draft Plan, the City emphatically pledged, during both hearings, that the density guidance at 50th & France was being reduced to a Min/Max range of 12-75 du/acre. This pledge can be seen on Page 13 of the PDF of the slideshow that was presented during both hearings [ATT-2]. Viewing Page 13, I call your attention to: 1. the details of the listing in Table 3.5 for “Mixed-use Center – 50th and France”, 2. the text on the right side of the page, and 3. the footnote under Table 3.5. 4. Please also make note that the red font, the green highlighting, an asterisked footnote, and the green, dashed, double line encircling the “12-75” du/acre, are all devices that the City employed to emphasize this point. (The entire slideshow can be accessed using the above link to the Cover Sheet for the Council’s May 7 public hearing. In the lower left corner of the Cover Sheet, click on the link to “Staff Presentation: May 7, 2019”.) Castellano 8-29-2019, Page 3 of 4 May 8, 2019* After the Council’s May 7 hearing, the City posted a revised Draft Plan online on *as dated in the City’s Comprehensive Plan web page. The title of the revised Draft Plan is link title “Draft Comprehensive Plan 5.8.19”. You can find the link to it on the right side of the Comp Plan web page as the first item listed under the heading “Comprehensive Plan Resources” [ATT-3]. (Access the web page at https://www.edinamn.gov/647/Comprehensive-Plan.) I will refer to it as the “May 8 Draft”. Chapter 3 of the Draft Plan is the Land Use Chapter. Below are a few problems in Chapter 3 of the May 8 Draft which relate to 50th & France. 1. The Council’s decision to reduce the density to the min/max range of 12-75 du/acre at 50th & France was not incorporated into the May 8 Draft. Chapter 3 still shows 20-100 du/acre. Below are a few examples: a. Table 3.5 in the May 8 Draft shows only one density range (20- 100) for the MXC category [ATT-4]. (Online, go to PDF Page 113.) b. Table 3.6 in the May 8 Draft identifies 50th & France in the MXC category with a density range of 20-100 [ATT-5]. (Online, the entire Table 3.6 runs from PDF Page 116-121.) (Just FYI to note here that the double asterisked footnote (**) for the column heading “Density and Intensity Guidance”, concerns a different matter. See the footnote on the final page of Table 3.6 [ATT-6].) 2. Chapter 3 was backdated to May 7, 2019, which implies, falsely: a. that Chapter 3 was updated subsequent to the Council’s April 2, 2019 approval of the 50th & France SAP, but prior to the Council’s May 7 public hearing, b. that Chapter 3 in the May 8 Draft supersedes decisions made after March 6 but prior to May 7, including the Council’s April 2 density decision for 50th & France. c. that Chapter 3 was prepared for and presented as a May 7 document at the Council’s May 7 Hearing (instead of the March 6 Draft that was actually presented). Castellano 8-29-2019, Page 4 of 4 I have attached a list showing how the sections and chapters are dated in the May 8 Draft, and, for convenient reference, the first PDF page on which the dateline appears for each section and chapter [ATT-7]. The same May 8 Draft was also posted on the adjunct website “Better Together Edina” at https://www.bettertogetheredina.org/comp-plan-update, and can be found on the right side of this page by scrolling down to the heading “Document Library”. Under this heading, the first item listed is a link to the May 8 Draft [ATT-8]. The correction to 50th & France density, to a min/max range of 12-75 du/acre, still needs to be made, and must be clearly and unambiguously stated in every location of the Draft Plan where there are any and all kinds of references to it. I call on the City Council to ensure that these corrections are accomplished, and I look forward to a response. Thank you. Sincerely, Roberta Castellano 4854 France Ave S Edina, MN 55410-1756 Encl: ATT-1)_F50FrSAP_Text51_'WithAdoption_12-75du' ATT-2)_Page13_of_Staff_Presentation ATT-3)_CompPlanWebPage1_on_8-29-2019 ATT-4)_May_8_Draft_Table3.5_MXC ATT-5)_May_8_Draft_Table3.6_MXC-50&France ATT-6)_Table_3.6_Footnote_re_DensityGuidance ATT-7)_Chapter_Dates_in_May_8_Draft ATT-8)_BetterTogether_May_8_Draft_link ^ŵĂůůƌĞĂWůĂŶĨŽƌƚŚĞŝƚLJŽĨ WĂŐĞϱϭ >ĂŶĚhƐĞĂŶĚŽŵŵƵŶŝƚLJĞƐŝŐŶ'ŽĂůƐ ϭ͘ŽŶƚŝŶƵĞƚŚĞ ǀŽůƵƚŝŽŶŽĨƚŚĞ^ƚƵĚLJƌĞĂ͗^ƵƉƉŽƌƚƚŚĞĞǀŽůƵƚŝŽŶŽĨƚŚĞƐƚƵĚLJĂƌĞĂĂƐĂǀŝďƌĂŶƚŵŝdžĞĚ ƵƐĞĚŝƐƚƌŝĐƚ͕ŝŶĐŽƌƉŽƌĂƚŝŶŐĂǀĂƌŝĞƚLJŽĨƌĞƐŝĚĞŶƚŝĂůĂŶĚĐŽŵŵĞƌĐŝĂů;ƌĞƚĂŝůĂŶĚŽĨĨŝĐĞͿƵƐĞƐ͘^ŽŵĞŶĞǁ ďƵŝůĚŝŶŐƐƐŚŽƵůĚĨĞĂƚƵƌĞŐƌŽƵŶĚĨůŽŽƌĐŽŵŵĞƌĐŝĂůŽƌŽƚŚĞƌĂĐƚŝǀĞƵƐĞƐŽŶĂƉƉƌŽƉƌŝĂƚĞĨƌŽŶƚĂŐĞƐ͕ ŽƌŝĞŶƚĞĚƚŽǁĂƌĚƐƚƌĞĞƚƐĂŶĚƉƵďůŝĐƐƉĂĐĞƐ͘ Ϯ͘/ŵƉƌŽǀĞŽŶŶĞĐƚŝŽŶƐ͗/ŵƉƌŽǀĞĚƐƚƌĞĞƚƐĂŶĚŶĞǁĂŶĚŝŵƉƌŽǀĞĚďŝĐLJĐůĞĂŶĚƉĞĚĞƐƚƌŝĂŶĨĂĐŝůŝƚŝĞƐǁŝůů ĞŶĂďůĞĞĨĨŝĐŝĞŶƚĂŶĚƐĂĨĞĐŝƌĐƵůĂƚŝŽŶǁŝƚŚŝŶƚŚĞƐƚƵĚLJĂƌĞĂ͕ŝŵƉƌŽǀĞƚŚĞĨĞĞůŝŶŐŽĨĂĐƚŝǀŝƚLJǁŝƚŚŝŶƚŚĞ ĚŝƐƚƌŝĐƚĂŶĚƐƚƌĞŶŐƚŚĞŶƚŚĞƵŶŝƋƵĞƐĞŶƐĞŽĨƉůĂĐĞŽĨϱϬƚŚΘ&ƌĂŶĐĞ͘ ϯ͘ZĞƋƵŝƌĞƚŚĂƚƵŝůĚŝŶŐƐ/ŶƚĞƌĂĐƚǁŝƚŚƚŚĞWƵďůŝĐZĞĂůŵ͗tŚĞƚŚĞƌĂŶĞǁďƵŝůĚŝŶŐŝƐĂŵŝdžĞĚƵƐĞ ďƵŝůĚŝŶŐ;ǁŝƚŚĐŽŵŵĞƌĐŝĂůŽŶƚŚĞŐƌŽƵŶĚĨůŽŽƌĂŶĚƌĞƐŝĚĞŶƚŝĂůĂďŽǀĞͿŽƌƐƚƌŝĐƚůLJĂƌĞƐŝĚĞŶƚŝĂůďƵŝůĚŝŶŐ͕ ĞŶƐƵƌĞƚŚĂƚŐƌŽƵŶĚͲůĞǀĞůĨƌŽŶƚĂŐĞƐƚŚƌŽƵŐŚŽƵƚƚŚĞƐƚƵĚLJĂƌĞĂĂƌĞĐĂƌĞĨƵůůLJĚĞƐŝŐŶĞĚǁŝƚŚĂ ƉĞĚĞƐƚƌŝĂŶƐĐĂůĞĂŶĚĐŚĂƌĂĐƚĞƌƚŚĂƚŝŶƚĞƌĂĐƚǁŝƚŚƚŚĞƉƵďůŝĐƌĞĂůŵ͕ĞŶĐŽƵƌĂŐŝŶŐďĞĂƵƚLJ͕ƐĂĨĞƚLJ͕ ŝŶĨŽƌŵĂůŝŶƚĞƌĂĐƚŝŽŶ͕ǁĂůŬĂďŝůŝƚLJ͕ĂŶĚĂƐĞŶƐĞŽĨƉůĂĐĞ͘ZĞƋƵŝƌĞĂĚĚŝƚŝŽŶĂůŝŶǀĞƐƚŵĞŶƚƐŝŶƚŚĞƉƵďůŝĐ ƌĞĂůŵĂůŽŶŐƐŝĚĞǁŝƚŚŶĞǁĂŶĚƌĞŶŽǀĂƚĞĚĚĞǀĞůŽƉŵĞŶƚƚŽĐƌĞĂƚĞŶĞǁŽƌŝŵƉƌŽǀĞĚƉƵďůŝĐƐƉĂĐĞƐ͘ ϰ͘ZĞƋƵŝƌĞ'ƌĂĐĞĨƵůdƌĂŶƐŝƚŝŽŶƐ͗ ŶĐŽƵƌĂŐĞƚŚĞƐĐĂůĞŽĨďƵŝůĚŝŶŐƐŝŶƚŚĞŵŝdžĞĚƵƐĞĐŽƌĞƚŽƚƌĂŶƐŝƚŝŽŶ ĨƌŽŵĐĞŶƚĞƌƚŽĞĚŐĞ͕ǁŝƚŚƚŚĞŐƌĞĂƚĞƐƚďƵŝůĚŝŶŐŚĞŝŐŚƚƐƚŽǁĂƌĚƚŚĞĐĞŶƚĞƌŽĨƚŚĞĚŝƐƚƌŝĐƚ͕ƐƵĐŚĂƐĂůŽŶŐ &ƌĂŶĐĞǀĞŶƵĞ͕ĂŶĚĐŽŵƉĂƌĂƚŝǀĞůLJƐŵĂůůĞƌďƵŝůĚŝŶŐƐŶĞĂƌĞƌƚŽƚŚĞǁĞƐƚĞƌŶĂŶĚŶŽƌƚŚĞƌŶĞĚŐĞƐŽĨƚŚĞ ĚŝƐƚƌŝĐƚ͘ZĞƋƵŝƌĞƚŚĂƚƌĞĚĞǀĞůŽƉŵĞŶƚĂĚũĂĐĞŶƚƚŽƌĞƐŝĚĞŶƚŝĂůĂƌĞĂƐŝƐĚĞƐŝŐŶĞĚǁŝƚŚƐĞŶƐŝƚŝǀŝƚLJƚŽ ŵŝƚŝŐĂƚĞĂŶLJŝŵƉĂĐƚƐŽŶŶĞŝŐŚďŽƌŝŶŐƉƌŽƉĞƌƚŝĞƐ͘ ϱ͘ůůŽǁ>ĂŶĚhƐĞƐƚŽ ǀŽůǀĞ͗ůůŽǁĞdžŝƐƚŝŶŐůĂŶĚƵƐĞƐƚŽĞǀŽůǀĞŝŶƌĞƐƉŽŶƐĞƚŽŵĂƌŬĞƚĐŚĂŶŐĞƐ͘ƵƌƌĞŶƚ ůĂŶĚƵƐĞƐŵĂLJ͕ŽĨĐŽƵƌƐĞ͕ƌĞŵĂŝŶƵŶƚŝůŽǁŶĞƌƐĚĞĐŝĚĞƚŽŵĂŬĞĂĐŚĂŶŐĞ͘ůůŽǁĨŽƌĨůĞdžŝďŝůŝƚLJŝŶůĂŶĚ ƵƐĞŐƵŝĚĂŶĐĞƚŽĂůůŽǁĨŽƌĂĐŽŵƉĂƚŝďůĞŵŝdžŽĨƵƐĞƐ͘ ϲ͘DŝŶŝŵŝnjĞ/ŵƉĂĐƚŽĨƵƚŽŵŽďŝůĞƐ͗tŚŝůĞǀĞŚŝĐůĞƐŵƵƐƚďĞĂĐĐŽŵŵŽĚĂƚĞĚƚŽĞŶƐƵƌĞĐŽŶǀĞŶŝĞŶĐĞ͕Ă ĚĞƐŝƌĂďůĞĐŚĂƌĂĐƚĞƌŝƐƚŝĐŽĨƚŚŝƐĂƌĞĂŝƐƚŚĂƚŽĨĂǁĂůŬĂďůĞŶĞŝŐŚďŽƌŚŽŽĚ͘ŝƐĐŽƵƌĂŐĞƚŚĞĚĞǀĞůŽƉŵĞŶƚ ŽĨĂĐĐĞƐƐĚƌŝǀĞǁĂLJƐĚŝƌĞĐƚůLJƚŽĂŶĚĨƌŽŵϱϬƚŚ^ƚƌĞĞƚĂŶĚ&ƌĂŶĐĞǀĞŶƵĞ͘ZĞƋƵŝƌĞďƵŝůĚŝŶŐƐƐĞĞŬŝŶŐ ĚƌŝǀĞͲƚŚƌƵůĂŶĞƐ;ƐƵĐŚĂƐǁŝƚŚďĂŶŬƐͿƚŽůŽĐĂƚĞĚƌŝǀĞǁĂLJƐŽŶŽƚŚĞƌƐƚƌĞĞƚƐ͘ WŽůŝĐŝĞƐĨŽƌ>ĂŶĚhƐĞĂŶĚŽŵŵƵŶŝƚLJĞƐŝŐŶ tŝƚŚĂĚŽƉƚŝŽŶŽĨƚŚĞƉůĂŶƚŚĞŝƚLJǁŝůůŵĂŝŶƚĂŝŶƚŚĞĞdžŝƐƚŝŶŐďƵŝůĚŝŶŐŚĞŝŐŚƚůŝŵŝƚĂƚĨŽƵƌƐƚŽƌŝĞƐ͘ tŝƚŚĂĚŽƉƚŝŽŶŽĨƚŚĞƉůĂŶ͕ƚŚĞŝƚLJǁŝůůƌĞǀŝƐĞƚŚĞŽŵƉƌĞŚĞŶƐŝǀĞWůĂŶƚŽĞƐƚĂďůŝƐŚĂ ƌĞƐŝĚĞŶƚŝĂů ĚĞŶƐŝƚLJƌĂŶŐĞŽĨϭϮƚŽĚǁĞůůŝŶŐƵŶŝƚƐƉĞƌĂĐƌĞ͘ dŚĞŝƚLJǁŝůůƌĞǀŝĞǁĐƌĞĂƚŝŽŶŽĨƐƚĞƉďĂĐŬƌĞƋƵŝƌĞŵĞŶƚƐĨŽƌĂůůďƵŝůĚŝŶŐƐŽǀĞƌƚǁŽƐƚŽƌŝĞƐ;ƚǁĞŶƚLJͲĨŽƵƌ ĨĞĞƚͿ͘ ƐĂƉƉƌŽƉƌŝĂƚĞ͕ŶĞǁĚĞǀĞůŽƉŵĞŶƚƐƐŚŽƵůĚĐŽŵƉůLJǁŝƚŚƚŚĞŝƚLJΖƐĂĨĨŽƌĚĂďůĞŚŽƵƐŝŶŐƉŽůŝĐLJ͘ 7DEOH *XLGHG/DQG8VH$FUHV &DWHJRU\&XUUHQW 'HQVLW\ 8QLWV3HU $FUH 3ODQ $FUHV RI7RWDO $FUHV /RZ'HQVLW\5HVLGHQWLDO /RZ'HQVLW\$WWDFKHG5HVLGHQWLDO 0HGLXP'HQVLW\5HVLGHQWLDO +LJK'HQVLW\5HVLGHQWLDO *UHDWHU6RXWKGDOH'LVWULFW5HVLGHQWLDO 2IILFH5HVLGHQWLDO 2IILFH 1HLJKERUKRRG 1RGH ²WK &DKLOO1HLJKERUKRRG1RGH²9OO\YZ:GGDOH1HLJKERUKRRG1RGH²WK )UDQFH 8SWRXQLWVDQGXS 8SWRXQLWVDQGXS 0L[HGXVH&HQWHU²*UDQGYLHZ 0L[HGXVH&HQWHU²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omprehensive Plan Public Hearing on Final Draft Comprehensive Plan tentatively scheduled for Nov. 13, 2019 at the 7 p.m. Planning Commission meeting. Public Hearing on Final Draft Comprehensive Plan tentatively scheduled for Dec. 3, 2019 at the 7 p.m. City Council meeting. 2018 Comprehensive Plan Communities evolve and the best ones have a long-term plan to light the way. In local government, the ultimate torch is the Comprehensive Plan, which guides development and redevelopment and addresses changes likely to occur due to various social and market forces. The Comprehensive Plan is meant to provide Edina with an outline for future development. The Metropolitan Council requires every city in the seven-county metro area to have such a plan and State law requires that it be updated every 10 years. Edina’s Plan includes chapters on land use, transportation, wastewater, water supply, storm water management, housing and parks and recreation. Comprehensive Plan Resources ◦Draft Comprehensive Plan 5.8.19 ◦Comprehensive Plan Comment Report 5.8.19 ◦City of Edina Comprehensive Plan 2008 (PDF) ◦Amendments to the 2008 Comprehensive Plan ◦Comprehensive Plan Schedule PDF (Subject to Change) ◦Met Council System Statement - Edina (PDF) Questions For questions or to provide feedback, email Assistant City Planner Kris Aaker. View Meeting Materials Enable Google Translate Comprehensive Plan | Edina, MN Page 1 of 3 https://www.edinamn.gov/647/Comprehensive-Plan 8/29/2019 (GLQD&RPSUHKHQVLYH3ODQ /DQG8VHDQG&RPPXQLW\'HVLJQ &KDSWHU'UDIW )XWXUH/DQG8VH /DQG8VH3ODQ 7KHIXWXUHODQGXVHSODQLVWKHJXLGHIRUWKHDOORZHGW\SHDQGLQWHQVLW\RIGHYHORSPHQWFLW\ZLGH,WGRHV QRWSURYLGHWKHIXOOOHYHORIGHWDLOVKRZQLQWKH]RQLQJFRGH²UDWKHULWLVRYHUDUFKLQJJXLGDQFHIRUWKH SDWWHUQVWRHQVXUHGHFLVLRQVPDGHWKURXJKWKHFLW\·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´VWHS GRZQLQKHLJKWIURP LQWHUVHFWLRQV UHVLGHQWLDOGZHOOLQJ XQLWVDFUH HVWLPDWHG UHVLGHQWLDOFRPPHUFLDO PL[HGXVH &$& &RPPXQLW\ $FWLYLW\ &HQWHU &RQWDLQVODUJHUVFDOH XVHV KHLJKWDQGFRYHUDJH 3ULPDU\XVHV 5HWDLORIILFH ORGJLQJHQWHUWDLQPHQWDQG UHVLGHQWLDOXVHVFRPELQHG RULQVHSDUDWHEXLOGLQJV 6HFRQGDU\XVHV ,QVWLWXWLRQDO DQG UHFUHDWLRQDO 0L[HGXVH VKRXOGEH HQFRXUDJHGDQGPD\EH UHTXLUHGRQODUJHUVLWHV 'HVLJQVWDQGDUGVIRU EXLOGLQJSODFHPHQW PDVVLQJDQGVWUHHW OHYHOWUHDWPHQW :KHUHDSSOLFDEOH UHIHUWRVPDOODUHD SODQIRUPRUHGHWDLOHG GHVLJQJXLGDQFH %XLOGLQJVVKRXOGEH SODFHGLQDSSURSULDWH SUR[LPLW\WRVWUHHWV WRFUHDWHSHGHVWULDQ VFDOH%XLOGLQJVPD\ ´VWHSGRZQDW ERXQGDULHVZLWK ORZHUGHQVLW\GLVWULFWV DQGXSSHUVWRULHV ´VWHSEDFNIURP VWUHHW 0RUHVWULQJHQWGHVLJQ VWDQGDUGVIRUODUJHU EXLOGLQJV(PSKDVL]H SHGHVWULDQFLUFXODWLRQ UHLQWURGXFHILQHU JUDLQHGFLUFXODWLRQ SDWWHUQVZKHUH IHDVLEOH ²UHVLGHQWLDOGZHOOLQJ XQLWVDFUH HVWLPDWHG UHVLGHQWLDOFRPPHUFLDO PL[HGXVH (GLQD&RPSUHKHQVLYH3ODQ /DQG8VHDQG&RPPXQLW\'HVLJQ &KDSWHU'UDIW 7DEOH )XWXUH/DQG8VH&DWHJRULHV &DWHJRULHV 'HVFULSWLRQ/DQG8VHV 'HYHORSPHQW &KDUDFWHUDQG *XLGHOLQHV 'HQVLW\DQG,QWHQVLW\ *XLGDQFH /LPLWHG $FFHVV +LJKZD\ DQG7+ RFFXS\ODQG ZLWKLQWKH&LW\WRVHUYH ORFDODQGUHJLRQDOWUDYHO QHHGV 1$1$ )ORRUWRDUHDUDWLRRU)$5UHIHUVWRWKHUDWLRRIDEXLOGLQJ·VIORRUDUHDWRWKHVL]HRIWKLVORW )RUPL[HGXVHFDWHJRULHVHVWLPDWHGSHUFHQWDJHRIUHVLGHQWLDOFRPPHUFLDOXVHVSOLWLVLQFOXGHGIRUWKH SXUSRVHVRIFDOFXODWLQJFDSDFLW\IRUJURZWK7KHVHDUHQRWELQGLQJUHTXLUHPHQWVIRUVSHFLILF GHYHORSPHQWSURMHFWV ATT-7)_Chapter_Dates_in_May_8_Draft R Castellano 8-29-2019 Edina Comprehensive Plan 5-8-2019 Draft. Dates on each Section and Chapter. Also first PDF Page on which the dateline appears. Introductory Sections are not numbered: See PDF page Section dateline reads as follows (quote): Table of Contents 3 Table of Contents Draft 03-06-19 Acknowledgements 11 Acknowledgements Draft 03-06-19 Executive Summary 13 Executive Summary 05-06-19 Chapters: See PDF page Chapter/Section dateline reads as follows (quote): 1 Introduction and Vision 26 Introduction Draft 05-08-19 2 Community Profile 43 Community Profile Chapter Draft 05-07-19 3 Land use and Community Design 90 Land Use and Community Design Chapter Draft 05-07-19 4 Housing 137 Housing Chapter Draft 03-06-19 5 Transportation 165 Transportation Chapter Draft 03-06-19 6 Parks, Open Space, and Natural Resources 228 Parks, Open Space, and Natural Resources Chapter Draft 03-06-19 7 Water Resources 241 Water Resources Chapter Draft 03-06-19 8 Energy and Environment 288 Energy and Environment Chapter Draft 03-06-19 9 Community Services and Facilities 304 Community Services and Facilities Draft 03-06-19 10 Economic Competitiveness and Economic Development 329 Economic Competitiveness and Economic Development Chapter Draft 03-06-19 11 Human Rights and Relations 346 Human Rights and Relations Chapter Draft 03-06-19 12 Community Health 354 Community Health Chapter Draft 03-06-19 13 Heritage Preservation 367 Heritage Preservation Chapter Draft 03-06-19 14 Arts and Culture 377 Arts and Culture Chapter Draft 03-06-19 15 Implementation 398 Implementation Chapter Draft 03-06-19 The 03-06-2019 Draft was presented to Council on May 7.Backdated to on or before Council's May 7 hearing. Any changes after the May 7 hearing should be dated KEY:Dated after the hearing is appropriate. after May 7 and not on or before.Assume no changes made to chapters still dated "03-06-2019". R Castellano 8-29-2019 https://www.bettertogetheredina.org/comp-plan-update City of Edina Correspondence Submission Correspondence Selection * Data Practices Advisory: Any information submitted through this form will be emailed to all City Council Members and submitted for inclusion in the next public “Council packet.” Council packets are permanent records of materials prepared for City Council meetings. Council packets are public documents that are available in print, published on the City’s website and maintained in permanent electronic records. You are not required to complete any fields of this form. However, if you do not provide your name and street or email address, your comments will not be included in the Council packet. Open Meeting Law City Council Members receive and consider all feedback sent through this form. Because of the open meeting law, Council Members cannot engage in back-and-forth emails involving a quorum of three or more members. For that reason, you might not receive a response from them. You might also receive a response from a City staff member. Email City Council: If you only want to email the City Council and not send your comments for publishing, contact members at CityCouncil@EdinaMN.gov. Contact Executive Assistant Sharon Allison, at SAllison@EdinaMN.gov, if you have any questions or require assistance. Council Packet Deadline Correspondence must be received by noon the Thursday prior to a City Council meeting in order to ensure it is published in the packet prior to the Council meeting. Submissions after that time may be included in a future Council packet. Name * Street Address City State Zip Code Phone Number Email Mayor & City Council KELLY M STREIT 5421 Kellogg Avenue Edina MN 55424 9529200413 no dashes or spaces kellymstreit@gmail.com Comments * File Upload By submitting this form, I have read and agree to the Data Practices Advisory above. Good Morning, I am writing to vouch for Barb Wendt and Larry Lomax who are appealing for a variance for the pet limit statue. I am good friends with Barb and Larry and know firsthand that they are excellent pet owners. I have seen the dog they would like to adopt interact with the dog they already own and with their two cats and can say that all get along well and will not cause disruption for their neighbors. Please let me know if you would like more information or have any questions. All the best, Kelly Streit Attachments allowed: pdf, jpg, png City of Edina Correspondence Submission Correspondence Selection * Data Practices Advisory: Any information submitted through this form will be emailed to all City Council Members and submitted for inclusion in the next public “Council packet.” Council packets are permanent records of materials prepared for City Council meetings. Council packets are public documents that are available in print, published on the City’s website and maintained in permanent electronic records. You are not required to complete any fields of this form. However, if you do not provide your name and street or email address, your comments will not be included in the Council packet. Open Meeting Law City Council Members receive and consider all feedback sent through this form. Because of the open meeting law, Council Members cannot engage in back-and-forth emails involving a quorum of three or more members. For that reason, you might not receive a response from them. You might also receive a response from a City staff member. Email City Council: If you only want to email the City Council and not send your comments for publishing, contact members at CityCouncil@EdinaMN.gov. Contact Executive Assistant Sharon Allison, at SAllison@EdinaMN.gov, if you have any questions or require assistance. Council Packet Deadline Correspondence must be received by noon the Thursday prior to a City Council meeting in order to ensure it is published in the packet prior to the Council meeting. Submissions after that time may be included in a future Council packet. Name * Street Address City State Zip Code Phone Number Email Comments * Mayor & City Council Tara Frimat 5504 Dever Drive Edina MN 55424 6519557803 no dashes or spaces tefrimat@gmail.com RE: Laurence Lomax 5516 Park Pl Edina 55424, 9/17 7pm Hearing -Request for 4+ pets We are neighbors of the Lomax family and can honestly state that they are extremely responsible, caring pet owners. Their pets are well fed, cared for and their home is clean and their yard well kept. Their pets have never been a nuisance to the neighborhood in any way. I believe the addition of a fourth pet to their household will be managed in the exact same way. They have our full support in their request. File Upload By submitting this form, I have read and agree to the Data Practices Advisory above. Attachments allowed: pdf, jpg, png Date: September 4, 2019 Agenda Item #: B.1. To:Mayor and City Council Item Type: Minutes From:Jennifer Garske, Executive Assistant Item Activity: Subject:Minutes: Human Rights & Relations Commission, July 16, 2019 Information CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: None. INTRODUCTION: Receive the Human Rights & Relations Commission minutes of July 16, 2019. ATTACHMENTS: Description Minutes: Human Rights & Relations Commission, July 16, 2019 Draft Minutes☐ Approved Minutes☒ Approved Date: 8/27/2019 Minutes City Of Edina, Minnesota Human Rights & Relations Commission Edina City Hall, Community Room, July 16, 2019, 7 p.m. I. Call To Order Chair Nelson called the meeting to order at 7 p.m. II. Roll Call Answering Roll Call: Chair Nelson, Commissioners Arseneault, Beringer, Edwards, Epstein, Kennedy and Meek. Staff Present: Heidi Lee, Race & Equity Coordinator, and Jennifer Garske, Executive Assistant Absent: Commissioner Stringer Moore and Student Commissioners Moss-Keys and Waldron. III. Approval Of Meeting Agenda Motion by Commissioner Arseneault to approve the July 16, 2019 meeting agenda, seconded by Commissioner Kennedy. Motion carried. IV. Approval Of Meeting Minutes Motion by Commissioner Kennedy to approve the June 18, 2019 meeting minutes, seconded by Commissioner Arseneault. Motion carried. V. Special Recognitions and Presentations A. Public Art Discussion with Arts & Culture Commission Members a. Chair Nelson introduced Arts & Culture Commissioners Hannah Klein and Michelle Morgan-Nelson, who will provide information about the survey and plan for public art in Edina. This item is on the 2019 HRRC Work Plan as Initiative #11. i. They presented the road map and survey 1. Want cross commission contributions 2. Would like it to be community driven, ensuring the entire community is involved in what public art is 3. Year one (Sept 2019-Aug 2020) a. Collaborate with designated commissions b. Better Together platform i. Get as much input as we can c. What bubbles to the top after receiving survey results d. Establish budget that we can use going forward e. Create a prototype—perhaps similar to Fall Into the Arts? f. Present to Council 4. Year Two Draft Minutes☐ Approved Minutes☒ Approved Date: 8/27/2019 a. Try something, seeing what works, modify it, make it work better b. Different ideas to try—bike ramps at schools for example 5. Year Three a. Continue rolling plan, keep changing and finding what works ii. Art ideas/themes (handout) 1. Edina Garden Council a. Arneson Acres, beautiful pollinator garden iii. Presenting to City Council in September 1. Want HRRC’s input now and then to support presentation iv. Survey 1. Online and available as hard copy 2. Should be in places people can access it—libraries, city facilities 3. Should have it translated into other languages a. Checking on budget for that piece 4. Want to use Better Together platform for survey 5. City could send it out to mailing lists 6. Find out if those methods work, or do we need a focus group or go into the Senior Center, etc. v. Possible to apply for a grant(s) for this? 1. Cross commission is looking into that a. Need to find someone willing to do that work on grant proposals vi. They would like feedback ASAP. 1. Send survey out to each member of HRRC VI. Community Comment—None VII. Reports/Recommendations A. 2019 Commission Work Plan a. The Commission discussed the Work Plan. i. Discussed most of the Work Plan at the Work Session. Concluded no one had anything to add. VIII. Chair and Member Comments • Discussed City Manager Twitter posting. • Edina Garden Council tours is this weekend o Public and private gardens • Gave background on the Immortal Chaplain Award, which former founding HRRC member Tom Oye won IX. Staff Comments A. Staff Liaison Lee asked about an Edina High School student presenting information on Edina’s inclusionary and exclusionary history Draft Minutes☐ Approved Minutes☒ Approved Date: 8/27/2019 a. Student has already presented to the Heritage Preservation Commission b. Suggest a shortened version—15 minutes with 5 minutes for questions B. Draft of Communications Protocol and Process a. Sent out to everyone and need feedback b. Chair Nelson and Commissioner Arseneault are on the working group i. They will respond to Staff Liaison Lee ii. Commissioner Meek will join the working group C. Rick Ross will be joining the HRRC at the August meeting to replace Commissioner Ron Jones Motion by Arseneault to add replace Commissioner Jones with Commissioner Meek on the working group for Work Plan initiative #4, seconded by Epstein. Motion carries. X. Adjournment Motion by Commissioner Kennedy to adjourn the meeting, seconded by Commissioner Arseneault. Motion carried. Meeting adjourned at 7:48 p.m. Date: September 4, 2019 Agenda Item #: B.2. To:Mayor and City Council Item Type: Minutes From:Andrew Scipioni, Transportation Planner Item Activity: Subject:Minutes: Transportation Commission, July 18, 2019 Information CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: None. INTRODUCTION: Receive the minutes of the Transportation Commission from July 18, 2019. ATTACHMENTS: Description Minutes: Transportation Commission, July 18, 2019 Draft Minutes☐ Approved Minutes☒ Approved Date: August 15, 2019 Minutes City Of Edina, Minnesota Transportation Commission Community Conference Room July 18, 2019 I. Call To Order Chair Richman called the meeting to order II. Roll Call Answering roll call were Commissioners Ahler, Johnson, McCarthy, Olson, Plumb-Smith, Richman, Ruthruff, Scherer Late: Commissioner Kane Absent: Commissioner Ayelomi, Zimbwa III. Approval Of Meeting Agenda Motion was made by Commissioner McCarthy and seconded by Commissioner Ahler to approve the agenda. All voted aye. Motion carried. IV. Approval Of Meeting Minutes Motion was made by Commissioner Plumb-Smith and seconded by Commissioner Ahler approving the June 20, 2019 meeting minutes. All voted aye. Motion carried. V. Community Comment None. VI. Reports/Recommendations A. Traffic Safety Report Item A1. Discussion about handicap accessibility of Courtney Fields athletic fields. Item A2. Discussion about whether on-street parking restrictions can be requested adjacent to residential redevelopment sites. Item B1. An error was noted in the report; should say “Xerxes Ave, east of YMCA” rather than “Xerxes Ave, west of YMCA.” Item B3. Discussion about possible improvements, including additional signage, vegetation trimming/landscaping, curb ramp/crosswalk installation at canoe launch just north of the bridge. Commissioner Kane arrived at 6:32. Motion was made by Commissioner Johnson and seconded by Commissioner McCarthy to move item B3 to C1 for further study and approve the amended June 25, 2019 Traffic Safety Report. All voted aye. Motion Carried. Draft Minutes☐ Approved Minutes☒ Approved Date: August 15, 2019 B. 2019 Work Plan Updates • #1 Had their 4th meeting, next scheduled for July 29 o Draft ordinance recommendation will be available at September or October meeting o Considering opening up for additional impact via website • #2 Transportation and Planning Commissioner chairs/co-chairs meeting tomorrow to begin discussions • #3 Commissioner Richman’s article has been published online o Future article may be focused on myths around traffic impact studies • #4 CloverRide North expansion has been developed o 1989 state law restricts Edina from operating transit system north of Hwy 62 and west of Hwy 100 o Task Force meeting July 26 to discuss next steps • #5 Discussion about what the deliverable for this initiative would be o A map of previous/planned projects would be valuable o May be some overlap with TDM recommendations in high-density areas C. 2020 Work Plan Development Planner Scipioni explained the general process through which commissions will develop their work plans for 2020. The ETC must approve their draft 2020 work plan by their September 19 meeting. Commissioners discussed possible initiatives for the work plan, including: • CloverRide • Ride share applications for seniors • Continuation of TDM policy recommendations • Living Streets Plan review • Public education/forums on traffic • Educational campaign/event • ETC involvement in development/redevelopment review • More involvement in traffic impact studies • Bike parking guidance • Review of PACS projects • Active Routes to School infrastructure recommendations • Advocate for public phys. ed/health curriculum to include bicycling and pedestrian safety education • Electric vehicle infrastructure VII. Chair And Member Comments Commissioner Johnson said it would be nice to have knowledge of existing ordinances in Edina related to transportation and how they are organized in City Code. These could also be used as orientation material for new commissioners. Commissioner Plumb-Smith asked if the City has any data to show changes in motor vehicle traffic after sidewalks, trails or bike facilities are constructed. Draft Minutes☐ Approved Minutes☒ Approved Date: August 15, 2019 Commissioner Olson inquired about City Council’s decision on the design concept for the West 58th Street reconstruction project. He also asked whether Lime bikes will return to Edina this year. Commissioner Scherer requested staff review the MOU with Lime and consider removing the exclusivity clause to allow another bike-sharing company to operate in Edina this year. Commissioner McCarthy said he had talked with representatives from ride-share companies about providing helmets for scooters and bikes. He said among their reasons for not doing so include security and hygiene. Commissioner Richman said she is glad the France Avenue bridge is now open. VIII. Staff Comments • The France Avenue bridge is open except for the westbound on-ramp, which will open August 2. • Spack’s traffic impact study presentation was recorded yesterday. The link will be shared with commissioners once it is available. • The design concept for West 58th Street was approved by City Council Tuesday night o 5’ concrete sidewalk with a 2’ boulevard on the north side o Two 11’ travel lanes o 8’ concrete shared-use path on south side with no boulevard o Next step will be furthering design, meeting with property owners to discuss impacts • Staff recently met with school district officials who have expressed interest in advocating more for Active Routes to School initiatives. • MnDOT performed a speed study on Highway 100 and decided to raise the speed limit from 55 to 60 mph between I-494 and W 44th St; signs will be replaced late summer/early fall • The Metropolitan Airports Commission’s Noise Oversight Committee will hold a listening session at the South Metro Public Safety Training Facility Wednesday, July 24 at 7 p.m. • Southwest LRT is holding construction open houses in the affected cities next week. • ETC members can purchase branded clothing, if they are interested o Color should be green, grey, white or black (similar to staff restrictions) o Should work with Communications to get proper City logo, font o City does not have funding available IX. Schedule of Meeting and Events as of May 9th, 2019 For information purposes only, no discussion. X. Adjournment at 7:47 p.m. Motion was made by Commissioner Olson and seconded by Commissioner Johnson to adjourn the July 18, 2019 meeting. All voted Aye. Motion Carried. Draft Minutes☐ Approved Minutes☒ Approved Date: August 15, 2019 TRANSPORTATION COMMISSION ATTENDANCE J F M A M J J A S O N D # of Mtgs Attendance % Meetings/Work Sessions 1 1 1 1 1 1 1 7 NAME Ahler, Mindy 1 1 1 1 4 57% Johnson, Kirk 1 1 1 1 1 1 1 7 100% Kane, Bocar 1 1 1 1 1 1 6 86% McCarthy, Bruce 1 1 1 1 1 5 71% Olson, Larry 1 1 1 1 1 5 71% Plumb-Smith, Jill 1 1 1 3 100% Richman, Lori 1 1 1 1 1 1 1 7 100% Ruthruff, Erik 1 1 1 1 1 1 1 7 100% Scherer, Matthew 1 1 1 1 1 5 71% Veluvali, Shankar 1 RESIGNED 1 N/A Emmanual Ayelomi (s) 1 1 14% Yeukai Zimbwa (s) 0 0% Date: September 4, 2019 Agenda Item #: XII.A. To:Mayor and City Council Item Type: From: Item Activity: Subject:Photo taken at Pamela Park CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: INTRODUCTION: ATTACHMENTS: Description Photo Date: September 4, 2019 Agenda Item #: XIV. To:Mayor and City Council Item Type: Other From:Sharon Allison, City Clerk Item Activity: Subject:City Council Upcoming Meetings and Events Information CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: None, information only. INTRODUCTION: Date Time Meeting/Event Location Wed, Sept 4 5:30 p.m.Work Session: Local Funding Options; Water Treatment Plant No. 5 Community Room 7:00 p.m.City Council Regular Meeting Council Chambers T hurs, Sept 12 7:30 a.m.HRA Regular Meeting Council Chambers Tues, Sept 17 5:30 p.m.Work Session: Heritage Preservation Commission; Arts and Culture Commission Community Room 7:00 p.m.City Council Regular Meeting Council Chambers T hurs, Sept 26 7:30 a.m.HRA Regular Meeting Council Chambers Tues, Oct. 1 5:30 p.m.Work Session: Boards & Commission Annual Work Plan Community Room 7:00 p.m.City Council Regular Meeting Council Chambers T hurs, Oct 10 7:30 a.m.HRA Regular Meeting Council Chambers Tues, Oct 15 5:30 p.m.Work Session: Sidewalk Maintenance Policy Community Room T hurs, Oct 24 7:30 a.m.HRA Regular Meeting Council Chambers Tues, Oct 29 8:00-9:00 p.m.Virtual Town Hall Meeting Community Room