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2025-04-16 City Council Meeting Packet
Meeting location: Edina City Hall Council Chambers 4801 W. 50th St. Edina, MN City Council Meeting Agenda Wednesday, April 16, 2025 7:00 PM Participate in the meeting: Watch the meeting on cable TV or YouTube.com/EdinaTV. Provide feedback during Community Comment by calling 312-535- 8110. Enter access code 2868 444 0216. Password is 5454. Press *3 on your telephone keypad when you would like to get in the queue to speak. A staff member will unmute you when it is your turn to speak. Accessibility Support: 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 amplification, an interpreter, large-print documents or something else, please call 952-927- 8861 at least 72 hours in advance of the meeting. 1. Call to Order 2. Roll Call 3. Pledge of Allegiance 4. Approval of Meeting Agenda 5. Community Comment During "Community Comment," the Mayor will invite residents to share issues or concerns that are not scheduled for a future public hearing. Items that are on tonight's agenda may not be addressed during Community Comment. Individuals must limit their comments to three minutes. The Mayor may limit the number of speakers on the same issue in the interest of time and topic. Individuals should not expect the Mayor or Council to respond to their comments tonight. The City Manager will respond to questions raised during Community Comments at the next meeting. 5.1. City Manager's Response to Community Comments 6. Adoption of Consent Agenda All agenda items listed on the Consent Agenda will be approved by one motion. There will be no separate discussion of items unless requested to be removed by a Council Member. If removed the item will be considered immediately following the adoption of the Consent Agenda. (Favorable roll call vote of majority of Council Members present to approve, unless otherwise noted in consent item.) 6.1. Minutes: City Council March 15 Retreat, and April 1 Work Session and Regular 6.2. Payment of Claims Page 1 of 1184 6.3. Request for Purchase: ENG 25-7NB Nine Mile Creek Vegetation Management 2025- 27 6.4. Resolution No. 2025-31: Cooperative Construction Agreement No. 1051546 between MnDOT, Hennepin County, Bloomington, Richfield and Edina 6.5. Request for Purchase: ENG 25-9 York Avenue Sanitary Sewer Extension 6.6. Request for Purchase: Change Order #1 for Professional Services for York Ave Sanitary Sewer Extension 6.7. Request for Purchase: Change Order #1 for Professional Services for ENG 25-5 Vernon Avenue and Highway 100 Interchange Project 6.8. Ordinance 2025-04: Amending Chapter 24 & 26 Concerning Electric-Assisted Bicycles 6.9. Traffic Safety Report of February 25, 2025 6.10. Request for Purchase: Project Dox Software Annual Subscription Renewal 6.11. Request for Purchase: Annual SeeClickFix Software Renewal 6.12. Request for Purchase: Parks & Recreation Annual Software Renewal 6.13. Request for Purchase: Water Meter Equipment 6.14. Request for Purchase: Sanitary and Storm Sewer Manhole Lining 6.15. Request for Purchase: 2025 Commodity Quotes 6.16. Resolution No. 2025-30: Cannabis and Substance Use Prevention Grant Services Agreement 7. Special Recognitions and Presentations 7.1. Recognize the Edina High School Boys Swimming & Diving Team 7.2. Presentation by the Author and Photographer of Urban Sanctuary, a book on Minnehaha Creek 7.3. Presentation on ESAP Update 7.4. Proclamation: Days of Remembrance April 23-30, 2025 8. Public Hearings Page 2 of 1184 During "Public Hearings," the Mayor will ask for public testimony after staff and/or applicants make their presentations. The following guidelines are in place to ensure an efficient, fair, and respectful hearing; limit your testimony to three minutes and to the matter under consideration; the Mayor may modify times, as deemed necessary; avoid repeating remarks or points of view made by previous speakers. The use of signs, clapping, cheering or booing or any other form of verbal or nonverbal communication is not allowed. 8.1. PUBLIC HEARING: Resolution No. 2025-33; Rezoning, Subdivision, Site Plan with Variances at 5100 Eden Avenue for Opus 8.2. PUBLIC HEARING: Resolution No. 2025-32 Approving the Lincoln and Londonderry Small Area Plan and Authorizing Submission to the Metropolitan Council 9. Reports/Recommendations: (Favorable vote of majority of Council Members present to approve except where noted) 9.1. Resolution No. 2025-27: Conditional Use Permit, Site Plan and Building Height Variance for 7001 York Avenue South, Southdale Library and Art Center 9.2. Resolution Nos. 2025-25 & 2025-34 & Ordinance No. 2024-05: Final Site Plan & Site Improvement Performance Agreement (SIPA) for 7200 France Avenue; Revised Landscape Plan and SIPA for 7250 France Avenue 9.3. Request for Purchase: ENG 25-5 Vernon Avenue and Highway 100 Interchange Project 9.4. Ordinance No. 2025-01: Amending Chapter 8 Concerning the Sale of Inhumanely Bred Animals 9.5. Direct City Manager to Prepare an Agreement with Hennepin County to Transfer Assessing Services from the City to Hennepin County 10. Commission Correspondence (Minutes and Advisory Communication) 10.1. Energy & Environment Commission Advisory Communication, Paved Areas 10.2. Minutes: Transportation Commission, Feb. 20, 2025 11. Manager's Comments 11.1. Information on City's Participation in the State's ICWC Program 11.2. Information on the City's SPARC Program 12. Mayor and Council Comments Page 3 of 1184 13. Adjournment Page 4 of 1184 d ITEM REPORT Date: April 16, 2025 Item Activity: Meeting: City Council Agenda Number: 5.1 Prepared By: Sharon Allison, City Clerk Item Type: Other Department: Administration Item Title: City Manager's Response to Community Comments Action Requested: None; information only. Information/Background: Responses to questions posed during Community Comment at the last meeting were posted on the City’s website at https://www.edinamn.gov/2051/Responses-to-Community-Comment. City Manager Neal will provide summaries of those responses during the meeting. Supporting Documentation: None Page 5 of 1184 d ITEM REPORT Date: April 16, 2025 Item Activity: Approve Meeting: City Council Agenda Number: 6.1 Prepared By: Sharon Allison, City Clerk Item Type: Minutes Department: Administration Item Title: Minutes: City Council March 15 Retreat, and April 1 Work Session and Regular Action Requested: Approve minutes as presented. Information/Background: Supporting Documentation: 1. Minutes: Retreat, Mar. 15, 2025 2. Minutes: Work Session, Apr. 1, 2025 3. Minutes: Regular, Apr. 1, 2025 Page 6 of 1184 MINUTES OF THE EDINA CITY COUNCIL RETREAT SOUTH METRO PUBLIC SAFETY TRAINING FACILITY SATURDAY, MARCH 15, 2025 9 A.M. CALL TO ORDER Mayor Hovland called the meeting to order at 8:12 a.m. ATTENDANCE Attending were: Council Members Agnew, Jackson, Pierce, Risser and Mayor Hovland Staff in attendance: Scott Neal, City Manager; Ari Lenz, Assistant City Manager; Jennifer Bennerotte, Communications Director; Cary Teague, Community Development Director; Chad Millner, Engineering Director; Pa Thao, Finance Director; Andrew Slama, Fire Chief; Kelly Curtin, HR Director; Ryan Browning, Information Technology Director; Perry Vetter, Parks & Recreation Director; Todd Milburn, Police Chief; Brian Olson, Public Works Director; Derik Otten, Facility Manager; Bill Neuendorf, Economic Development Manager; MJ Lamon, Special Projects & Engagement Manager; Zoe Johnson, City Management Fellow; Jennifer Garske, Executive Assistant. Also in attendance: Sara Peterson, management consultant with Sara Peterson Consulting, facilitator of the retreat; Nick Anhut, Senior Municipal Advisor at Ehlers Public Finance Advisors. INTRODUCTION at 9 a.m. City Manager Neal welcomed Council Members to the retreat and introduced Sara Peterson, facilitator for the retreat. Facilitator Peterson shared the format for the day. A video of 2024 Year in Review was shown. 2026-2027 BUDGET DISCUSSION City Manager Neal, Assistant City Manager Lenz, Finance Director Thao, Engineering Director Millner, Facility Manager Otten, Economic Development Manager Neuendorf, City Management Fellow Johnson and Human Resources Director Curtin presented on various aspects of the budget, including the budget process, City Manager’s initial recommendations, debt service and capital projections, TIF districts, staffing analysis, Minnesota Paid Leave Act, externalities and budget priorities. City Council Members asked questions of staff, Anhut and the facilitator, and provided feedback, priorities and next steps. TOUR OF FIRE STATION 2 SITE at 4:30 p.m. Council Members and staff finished the retreat by traveling to the construction site of Fire Station 2, 4401 W. 76th St., Edina, and touring the building. The tour concluded around 5 p.m. Respectfully submitted, ____________________________________________ Jennifer Garske, Executive Assistant Page 7 of 1184 Edina City Council Retreat, May 4, 2023 Minutes approved by the Edina City Council, April 16, 2025. ___________________________________________ James B. Hovland, Mayor Page 8 of 1184 Page 1 MINUTES OF THE EDINA CITY COUNCIL WORK SESSION COMMUNITY ROOM, CITY HALL TUESDAY, APRIL 1, 2025 5:30 P.M. 1.0 CALL TO ORDER Mayor Hovland called the meeting to order at 5:32 p.m. 2.0 Roll Call Answering rollcall were Members Agnew, Jackson, Pierce, Risser, and Mayor Hovland. Staff in attendance: Scott Neal, City Manager; Ari Lenz, Assistant City Manager; Chad Millner, Engineering Director; Zoe Johnson, City Management Fellow; Jennifer Bennerotte, Communications Director; Shelagh Stoerzinger, City Assessor; Pa Thao, Finance Director; Emily Darlymple, Assistant City Planner; Jake Miller, IT Specialist; and Sharon Allison, City Clerk. Others in attendance: David Hough and Dan Rogan, Hennepin County 3.1 VERNON AVE & HIGHWAY 100 INTERCHANGES PROJECT UPDATE Engineering Director Millner provided an update on the Vernon Avenue and Highway 100 Interchanges Project. The City and Hennepin County are partnering to consolidate their efforts, with the County replacing the Vernon Avenue bridge and the City enhancing the surrounding area. Though railroad approval delays impacted the schedule, those approvals are now secured. The project bid approval is set for April 16, with construction starting shortly after and completion by November 15, 2025. Millner reviewed planned road closures and detours, noting that improved signage is being addressed in response to past feedback. The project will have three major traffic-impacting phases and includes a robust communications plan to keep residents, businesses, schools, and the 50th & France district informed. Communications efforts have already been underway. Funding includes shared costs between the City and County, with MnDOT providing in-kind services. Millner has also testified in support of a $5.3 million state bonding request. When asked about tax increment financing, he said he would follow up with City staff. 3.2 ASSESSING SERVICES DIVISION City Manager Neal briefed the Council on a directive to explore a potential transfer of the City's assessing services to Hennepin County, to cut costs and potentially reduce property tax levy. Neal said the County has offered free assessing services to cities since 2025 and this prompted discussions among the eight largest cities, with Edina and Maple Grove showing an interest. A response is needed by May 1 for the County’s budget planning. Council asked about the financial implications, with concerns about whether this would save money or just shift costs to the County. County Administrator Hough and Assistant Administrator Rogan shared the County could manage the workload with fewer staff and would work to recruit and retain Edina's current employees where possible. Hough confirmed the City would retain its Board and the County would handle legal defense. Page 9 of 1184 Minutes/Edina City Council Work Session/April 1, 2025 Page 2 City Assessor Stoerzinger spoke about the exceptional in-person service currently provided highlighting a case where staff helped elderly residents navigate the County’s online systems. She shared the City would lose the personal touch and that the transition would not be simple, estimating 3–5 years for full adaptation. She spoke about Edina’s older population and large volume of tax petitions and that Edina would not receive the same service from the County. Other Council concerns included service continuity, customer service, and resident experience, and the idea of conducting a resident survey before deciding. Council requested more information, and examples of how resident needs would be met under County management. Hough offered to provide additional information, including an FAQ and Plymouth's experience when they transitioned seven years ago. Neal confirmed no agreement would proceed without Council approval. Hough emphasized the voluntary nature of the offer and reiterated their support for cities where the model fits well. 4.0 ADJOURNMENT Mayor Hovland adjourned the meeting at 6:50 p.m. Respectfully submitted, Sharon Allison, City Clerk Minutes approved by Edina City Council, April 16, 2025. James B. Hovland, Mayor Audio copy of the work session available. Page 10 of 1184 Page 1 MINUTES OF THE REGULAR MEETING OF THE EDINA CITY COUNCIL HELD AT CITY HALL APRIL 1, 2025 7:00 P.M. I.0 CALL TO ORDER Mayor Hovland called the meeting to order at 7:03 p.m. 2.0 ROLLCALL Answering rollcall were Members Agnew, Jackson, Pierce, Risser, and Hovland. 3.0 PLEDGE OF ALLEGIANCE 4.0 MEETING AGENDA – APPROVED Member Jackson made a motion, seconded by Member Agnew, approving the meeting agenda. Ayes: Agnew, Jackson, Pierce, Risser, Hovland Motion carried. 5.0 COMMUNITY COMMENT Ralph Zickert, 4311 Cornelia Circle, applauded the Council for its early discussion of the 2026 Budget. Mr. Zickert stated that City Manager Neal deserves a failing mark for not believing the tax burden on residents is too high. Jermel Perry, Cisley McMillan, David Islam, and others from Coalition to End Slavery, a prison coalition, stated that slavery is still legal in Minnesota and that they desire Minnesota to be the first State to reclassify prisoners as workers through legislative means. They stated that the enforced poverty in prisons prevents victims from receiving restitution and discussed the need for real wages, not slave wages. Perry stated that they are working to pass a bill that raises prison wages to $15/hour, which is minimum wage. McMillan discussed the bill sponsors and the process they are hoping to follow to get the bill passed in 2026. She asked for the Council’s endorsement. 5.1. CITY MANAGER’S RESPONSE TO COMMUNITY COMMENTS City Manager Neal responded to Community Comments from current and past meetings. 6.0 CONSENT AGENDA – ADOPTED Member Jackson made a motion, seconded by Member Pierce, approving the consent agenda as revised to remove Item 6.1, Regular and work session meeting minutes of March 18, 2025, as follows: 6.1. Regular and work session meeting minutes of March 18, 2025 6.2. Approve Claims for Payment for Check Register Pre-List Dated March 14, 2025, totaling $1,298,145.27, and Check Register Claims Pre-List Dated March 21, 2025, totaling $2,792,159.20. 6.3. Request for Purchase, Generator and Transfer Switch for Dublin Reservoir, awarding the bid to the recommended low bidder, Ziegler Cat at $111,601 6.4. Request for Purchase, Installation of Generator and Transfer Switch at Dublin Reservoir, awarding the bid to the recommended low bidder, Aid Electric at $73, 013.00 6.5. Request for Purchase, 2025 SnoQuip 51” Snow Blower for Trackless Unit, awarding the bid to the recommended low bidder, MaQueen Equipment at $32,716.95 6.6. Request for Purchase, Change Order for Consulting Services for Phase II SCADA Improvement Project, awarding the bid to the recommended low bidder, AE2S at $44,300.00 6.7. Request for Purchase, 2025 Volvo L90 Loader, awarding the bid to the recommended low bidder, Nuss Equipment at $221,451.57 Page 11 of 1184 Minutes/Edina City Council/April 1, 2025 Page 2 6.8. First Amendment to Organics Recycling Contract 6.9. Encroachment Agreement for 4914 Bruce Avenue 6.10. Request for Purchase, France Avenue Sidewalk Phase 3, 60th to 62nd Street, awarding the bid to the recommended low bidder, Thomas & Sons at $611,406.50 6.11. Request for Purchase, Construction Services for France Avenue Sidewalk Phase 3, awarding the bid to the recommended low bidder, Bolton Menk at $65,000 6.12. Request for Purchase, ENG 25-1 Presidents A & B Neighborhood Roadway Reconstruction, awarding the bid to the recommended low bidder, Valley Paving Inc. at $10,070,059.01 6.13. Request for Purchase, ENG 25-1 Presidents A & B Roadway Reconstruction Materials Testing, awarding the bid to the recommended low bidder, Braun Intertec at $51,375.00 6.14. Request for Purchase, L24-02 Grandview Square Streetlight Replacement, awarding the bid to the recommended low bidder, Neo Electrical Solutions at $300,874.75 6.15. Request for Purchase, Clean Water Strategy Implementation, Lakes Water Quality Monitoring 2025-2026, awarding the bid to the recommended low bidder, Barr Engineering Company at $65,600 6.16. Request for Purchase, Cleaning Services for Edina Aquatic Center, awarding the bid to the recommended low bidder, Wendy Del Carmen Maciel Gutievrez, DBA Covas Cleaning Services, LLC at $32,749.08 6.17. Request for Purchase, Construction Manager At Risk for Fred Richards Park and Facility, awarding the bid to the recommended low bidder, H + U Construction at $28,150 6.18. Request for Purchase, Fred Richards Wetland Impact Escrow Agreement and Funds, awarding the bid to the recommended low bidder, Nine Mile Creek Watershed District at $30,437.00 6.19. Request for Purchase, Change Order for Braemar Park Courtney Fields Netting Installation, awarding the bid to the recommended low bidder, Upper Midwest Athletic Construction at $83,242 6.20. Request for Purchase, Ash Tree Removals and Replacements, awarding the bid to the recommended low bidder, Hoffman & McNamara Co. at $281,960 6.21. Request for Purchase, 2025 Bobcat UW56 Tool Cat, awarding the bid to the recommended low bidder, Lano Equipment at $77,793.43 6.22. Request for Purchase, 2025 Honda CR-V Hybrid, awarding the bid to the recommended low bidder, Hopkins Honda at $34,855.70 6.23. Request for Purchase, 2025 Ford Maverick Hybrid, awarding the bid to the recommended low bidder, Tenevoorde Ford at $35,629 6.24. Request for Purchase, 2025 Hyundai Santa Fe Hybrid, awarding the bid to the recommended low bidder, US Fleet Source at $37,467 Ayes: Agnew, Jackson, Pierce, Risser, Hovland Motion carried. ITEMS REMOVED FROM THE CONSENT AGENDA 6.1. REGULAR AND WORK SESSION MEETING MINUTES OF MARCH 18, 2025 – APPROVED The Council discussed the comments made by Nora Davis at the March 18, 2025, City Council meeting and the amended comments written by City Clerk Allison. The Council also discussed whether the building was being built the way it was supposed to be. Member Risser made a motion, seconded by Member Pierce, approving the amended meeting minutes of the regular meeting of March 18, 2025. Ayes: Agnew, Jackson, Pierce, Risser, Hovland Motion carried. 7.0 SPECIAL RECOGNITIONS AND PRESENTATIONS 7.1. NATIONAL PUBLIC SAFETY TELECOMMUNICATOR WEEK – PROCLAIMED Page 12 of 1184 Minutes/Edina City Council/April 1, 2025 Page 3 Mayor Hovland read in full a proclamation recognizing the week of April 13-19, 2025, as National Public Safety Telecommunicator Week. Dispatch Supervisor Harris thanked the Council for recognizing the telecommunicators and discussed the important work of the telecommunicators. Member Jackson made a motion, seconded by Member Agnew, approving proclamation declaring the week of April 13-19, 2025, National Public Safety Telecommunicator Week in the City of Edina. Ayes: Agnew, Jackson, Pierce, Risser, Hovland Motion carried. 7.2. EARTH DAY, APRIL 22, 2025 – PROCLAIMED Mayor Hovland read in full a proclamation recognizing April 22, 2025, as Earth Day. City Forester Overholt stated that the clothing swap at Braemar Arena will be taking place on April 24, 2025, at 4 p.m. to try to reduce carbon footprint. Member Jackson made a motion, seconded by Member Agnew, approving proclamation declaring April 22, 2025, as Earth Day in the City of Edina. Ayes: Agnew, Jackson, Pierce, Risser, Hovland Motion carried. 7.3. ARBOR DAY, APRIL 25, 2025 – PROCLAIMED Mayor Hovland read in full a proclamation recognizing April 25, 2025, as Arbor Day. City Forester Overholt thanked the Council and described all the trees that have been planted. City Forester Overholt stated there will be an Arbor Day celebration on April 25, 2025, at Braemar Golf Course from 10 a.m. to 2 p.m. to plant 300 new trees. Member Jackson made a motion, seconded by Member Agnew, approving proclamation declaring April 25, 2025, as Arbor Day in the City of Edina. Ayes: Agnew, Jackson, Pierce, Risser, Hovland Motion carried. 7.4. BUILDING SAFETY MONTH, MAY 2025 – PROCLAIMED Mayor Hovland read in full a proclamation recognizing May 2025 as Building Safety Month. Chief Building Official Borwege discussed the work done by the Building Department and thanked the Council for this support and recognition. Member Jackson made a motion, seconded by Member Agnew, approving proclamation May 2025 as Building Safety Month in the City of Edina. Ayes: Agnew, Jackson, Pierce, Risser, Hovland Motion carried. 8.0 PUBLIC HEARINGS HELD – Affidavits of Notice presented and ordered placed on file. 8.1. NEW ON-SALE INTOXICATING AND SUNDAY SALE LIQUOR LICENSES FOR D’AMICO & SONS – APPROVED City Clerk Allison stated that this public hearing is regarding approving a new On-Sale Intoxicating and Sunday Sale liquor licenses for D'Amico & Sons. Mayor Hovland opened the public hearing at 7:50 p.m. Public Testimony Page 13 of 1184 Minutes/Edina City Council/April 1, 2025 Page 4 No one appeared to comment. Member Jackson made a motion, seconded by Member Pierce, to close the public hearing. Ayes: Agnew, Jackson, Pierce, Risser, Hovland Motion carried. Member Pierce made a motion, seconded by Member Jackson, to approve New On-Sale Intoxicating and Sunday Sale Liquor Licenses for D’Amico & Sons dba D’Amico & Sons. Ayes: Agnew, Jackson, Pierce, Risser, Hovland Motion carried. 8.2. RESOLUTION NO. 2025-27, FOR A CONDITIONAL USE PERMIT, SITE PLAN, AND BUILDING HEIGHT VARIANCE FOR 7001 YORK AVENUE SOUTH, SOUTHDALE LIBRARY AND ART CENTER – CONTINUED TO APRIL 16, 2025 Assistant City Planner Dalrymple presented information regarding the background information on the site, existing library, conditional use permit needed, site plan, tree plan, proposed building materials, building height, and the Planning Commission's recommendation to approve the requests. Liz Veaderko, Project Manager for Hennepin County, discussed the library’s mission, project timeline, feedback received, improvements being made, and landscape context. Ms. Veaderko stated that they used data and history to forecast the need for parking. Matthew Kruntorad, MSR Design, presented information regarding connectivity and access, performance- driven design, biome restoration, planting, stormwater management, elements of the site plan, multimodal access, vehicular access, level 1, north entry, early literacy, Edina Art Center and community room, reading balcony, planted terrace, entry plaza, children’s plaza, southeast corner, proposed building height, and façade material. Britta Hansen, Landscape Architect, discussed establishing and restoring a landscape based on pre-settlement biomes in Edina. Ms. Hansen stated that there will be gravel trails around the wetlands to allow for trash collection and other maintenance. The Council gave feedback regarding the purposeful design of the project, what an extraordinary investment this project is, and maintaining shade from trees rather than more open space. The Council asked questions regarding tree planting requirements, accessibility for maintenance, parking, and adding a panel for solar energy generation capabilities. Mayor Hovland opened the public hearing at 8:57 p.m. Public Testimony No one appeared to comment. Member Jackson made a motion, seconded by Member Agnew, to close the in-person public hearing, keep public comment open until Sunday, April 6, 2025, and continue action to consider Resolution No. 2025-27, approval of a conditional use permit, site plan, and building variances for 7001 York Avenue South, Southdale Library and Art Center, to the April 16, 2025, City Council meeting. Ayes: Agnew, Jackson, Pierce, Risser, Hovland Motion carried. 9.0 REPORTS / RECOMMENDATIONS 9.1. RESOLUTION NO. 2025-29 ACCEPTING DONATIONS – ADOPTED Mayor Hovland explained that in order to comply with State Statutes; all donations to the City must be adopted by Resolution and approved by four favorable votes of the Council accepting the donations. Page 14 of 1184 Minutes/Edina City Council/April 1, 2025 Page 5 Member Pierce introduced and moved adoption of Resolution No. 2025-29 accepting various grants and donations. Member Jackson seconded the motion. Ayes: Agnew, Jackson, Pierce, Risser, Hovland Motion carried. 9.2. ORDINANCE. 2025-04, AMENDING CHAPTER 24 & 26 CONCERNING ELECTRIC- ASSISTED BICYCLES – TABLED TO APRIL 16, 2025 Engineering Director Millner stated that the staff supports the change in the definition of sidewalk, as discussed at the previous meeting, and supports the remainder of the Ordinance as proposed. The Council asked questions regarding bicycle vs. electric-assisted bicycles, creating a definition for bicycles that excludes electric-assisted bicycles, and the timeline for the public process of the bike plan. The Council expressed concern about the risk to pedestrians with electric-assisted bicycles allowed on sidewalks. Engineering Director Millner discussed the importance of education outreach for the parents and kids to promote safety. Member Jackson made a motion, seconded by Member Pierce, tabling consideration of Ordinance 2025-04, Amending Chapter 24 & 26 Concerning Electric-Assisted Bicycles, to the April 16, 2025, City Council Meeting. Ayes: Agnew, Jackson, Pierce, Risser, Hovland Motion carried. 10.0 COMMISSION CORRESPONDENCE (MINUTES AND ADVISORY COMMUNICATION) – Received 10.1. MINUTES: ENERGY AND ENVIRONMENT COMMISSION, JANUARY 9, 2025 AND FEBRUARY 13, 2025 10.2. MINUTES: PARKS AND RECREATION COMMISSION, FEBRUARY 11, 2025 11.0 MANAGER’S COMMENTS – Received 12.0 MAYOR AND COUNCIL COMMENTS – Received 13.0 ADJOURNMENT Member Jackson made a motion, seconded by Member Agnew, to adjourn the meeting at 9:33 p.m. Ayes: Agnew, Jackson, Pierce, Risser, Hovland Motion carried. Respectfully submitted, Sharon Allison, City Clerk Minutes approved by Edina City Council, April 16, 2025. James B. Hovland, Mayor Video Copy of the April 1, 2025, meeting available. Page 15 of 1184 d ITEM REPORT Date: April 16, 2025 Item Activity: Approve Meeting: City Council Agenda Number: 6.2 Prepared By: Pa Thao, Finance Director Item Type: Claims Department: Finance Item Title: Payment of Claims Action Requested: Approve claims for payment. Information/Background: Claims information for approval is attached Supporting Documentation: 1. Check Register Claims Pre-List Dated 03.28.25 TOTAL $1,016,171.38 2. Check Register Claims Pre-List Dated 04.04.25 TOTAL $2,579,516.24 Page 16 of 1184 Page 17 of 1184 Page 18 of 1184 Page 19 of 1184 Page 20 of 1184 Page 21 of 1184 Page 22 of 1184 Page 23 of 1184 Page 24 of 1184 Page 25 of 1184 Page 26 of 1184 Page 27 of 1184 Page 28 of 1184 Page 29 of 1184 Page 30 of 1184 Page 31 of 1184 Page 32 of 1184 Page 33 of 1184 Page 34 of 1184 Page 35 of 1184 Page 36 of 1184 Page 37 of 1184 Page 38 of 1184 Page 39 of 1184 Page 40 of 1184 Page 41 of 1184 Page 42 of 1184 Page 43 of 1184 Page 44 of 1184 Page 45 of 1184 Page 46 of 1184 Page 47 of 1184 Page 48 of 1184 Page 49 of 1184 Page 50 of 1184 Page 51 of 1184 Page 52 of 1184 Page 53 of 1184 Page 54 of 1184 Page 55 of 1184 Page 56 of 1184 Page 57 of 1184 Page 58 of 1184 Page 59 of 1184 Page 60 of 1184 Page 61 of 1184 Page 62 of 1184 Page 63 of 1184 Page 64 of 1184 Page 65 of 1184 Page 66 of 1184 Page 67 of 1184 Page 68 of 1184 Page 69 of 1184 Page 70 of 1184 Page 71 of 1184 Page 72 of 1184 Page 73 of 1184 Page 74 of 1184 Page 75 of 1184 Page 76 of 1184 Page 77 of 1184 Page 78 of 1184 Page 79 of 1184 Page 80 of 1184 Page 81 of 1184 Page 82 of 1184 Page 83 of 1184 Page 84 of 1184 Page 85 of 1184 Page 86 of 1184 Page 87 of 1184 Page 88 of 1184 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/03/2025 11:05User: PBehrProgram ID: apcshdsb Page 69 JOURNAL ENTRIES TO BE CREATED FUND SUB FUND DUE TO DUE FR 1000 General 148,192.382100 Police Special Revenue 3,208.352300 Pedestrian and Cyclist Safety 6,695.082500 Conservation & Sustainability 1,750.002600 Housing & Redvlpmt Authority 49.002600 Housing & Redvlpmt Authority 783.752600 Housing & Redvlpmt Authority 376.004000 Capital Projects 1,066,982.844200 Equipment Replacement 34,855.704400 PIR Capital Projects 3,320.575100 Art Center 59.385200 Braemar Golf Course 46,507.845200 Braemar Golf Course 1,138.375300 Aquatic Center 5,342.695400 Edinborough Park 13,562.465500 Braemar Arena 12,445.535600 Braemar Field 40.005700 Centennial Lakes 9,604.535800 Liquor 161,136.355900 Utility Fund 40,172.805900 Utility Fund 691,616.285900 Utility Fund 92,643.076000 Risk Management 1,401.406100 Equipment Operations 40,311.816200 Information Technology 2,057.706300 Facilities Management 7,006.177100 PS Training Facility 1,718.717200 MN Task Force 1 123,244.059000 Payroll 63,293.439999 Pooled Cash Fund 2,579,516.24 TOTAL 2,579,516.24 2,579,516.24 ** END OF REPORT - Generated by Pamela Behr ** Page 89 of 1184 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/03/2025 11:05User: PBehrProgram ID: apcshdsb Page 1 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC 505528 04/04/2025 PRTD 142327 56 BREWING LLC 5628750 03/18/2025 20250404 165.00 Invoice: 5628750 165.00 5800 1356 Liquor BS - Inventory THC Bev 56 BREWING LLC 5628724 03/17/2025 20250404 140.00 Invoice: 5628724 140.00 5800 1354 Liquor BS - Inv Beer 56 BREWING LLC 5628723 03/17/2025 20250404 55.00 Invoice: 5628723 55.00 5800 1356 Liquor BS - Inventory THC Bev CHECK 505528 TOTAL: 360.00 505529 04/04/2025 PRTD 133644 A DYNAMIC DOOR CO INC 22503101 03/09/2025 22500025 20250404 14,422.12 Invoice: 22503101 7,211.06 12012000 6180 Fire Gen - Rep&Maint 7,211.06 15515500 6103 Faclt Gen - Prof Svrs CHECK 505529 TOTAL: 14,422.12 505530 04/04/2025 PRTD 101304 ABM EQUIPMENT & SUPPLY 0182108-IN 03/19/2025 20250404 1,537.57 Invoice: 0182108-IN 1,537.57 61061015 6530 Utl Equip - ReprParts CHECK 505530 TOTAL: 1,537.57 505531 04/04/2025 PRTD 129458 ACME ELECTRIC MOTOR INC 14061578 03/06/2025 20250404 99.00 Invoice: 14061578 99.00 15415400 6556 Elec Gen - Tool&Acces ACME ELECTRIC MOTOR INC 14095647 03/14/2025 20250404 4,219.00 Invoice: 14095647 4,219.00 63063001 6406 PW Fac - SupOther ACME ELECTRIC MOTOR INC 14096719 03/14/2025 20250404 55.98 Invoice: 14096719 55.98 63063001 6180 PW Fac - Rep&Maint CHECK 505531 TOTAL: 4,373.98 505532 04/04/2025 PRTD 135922 ACUSHNET COMPANY 919940610 03/14/2025 20250404 1,352.40 Invoice: 919940610 1,352.40 52005200 1356 Course BS - Inventory ACUSHNET COMPANY 919940663 03/14/2025 20250404 60.42 Invoice: 919940663 8.97 52052006 5510 Ret Sales - CGS Page 90 of 1184 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/03/2025 11:05User: PBehrProgram ID: apcshdsb Page 2 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC 51.45 52005200 1356 Course BS - Inventory ACUSHNET COMPANY 919959655 03/17/2025 20250404 489.55 Invoice: 919959655 24.05 52052006 5510 Ret Sales - CGS 465.50 52005200 1356 Course BS - Inventory ACUSHNET COMPANY 919959652 03/17/2025 20250404 8,315.85 Invoice: 919959652 181.85 52052006 5510 Ret Sales - CGS 8,134.00 52005200 1356 Course BS - Inventory ACUSHNET COMPANY 920005394 03/20/2025 20250404 253.52 Invoice: 920005394 9.50 52052006 5510 Ret Sales - CGS 244.02 52005200 1356 Course BS - Inventory ACUSHNET COMPANY 920004253 03/20/2025 20250404 253.52 Invoice: 920004253 9.50 52052006 5510 Ret Sales - CGS 244.02 52005200 1356 Course BS - Inventory ACUSHNET COMPANY 920004833 03/20/2025 20250404 46.88 Invoice: 920004833 2.63 52052006 5510 Ret Sales - CGS 44.25 52005200 1356 Course BS - Inventory ACUSHNET COMPANY 920004188 03/20/2025 20250404 132.30 Invoice: 920004188 132.30 52005200 1356 Course BS - Inventory ACUSHNET COMPANY 919975095 03/18/2025 20250404 84.68 Invoice: 919975095 76.50 52005200 1356 Course BS - Inventory 5.45 52005200 2039 Course BS - Sls&UseTax 2.73 52052006 5510 Ret Sales - CGS ACUSHNET COMPANY 919974415 03/18/2025 20250404 5,279.85 Invoice: 919974415 118.19 52052006 5510 Ret Sales - CGS 5,161.66 52005200 1356 Course BS - Inventory ACUSHNET COMPANY 919974959 03/18/2025 20250404 69.01 Invoice: 919974959 69.01 52052000 6203 Golf Gen - Uniforms CHECK 505532 TOTAL: 16,337.98 505533 04/04/2025 PRTD 140318 ADVANCED ELEMENTS AND ENVIROMENTA 101506 03/11/2025 20250404 544.50 Invoice: 101506 544.50 59059003 6103 Wat Distr - Prof Svrs Page 91 of 1184 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/03/2025 11:05User: PBehrProgram ID: apcshdsb Page 3 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC ADVANCED ELEMENTS AND ENVIROMENTA 98618 11/04/2024 20250404 44,300.00 Invoice: 98618 Consulting Services for Phase 22,150.00 E ENG20034.DESIGN&BID.CONSULTING. 59005920 1605 Stm BS - PurchCIP 22,150.00 E ENG20029.DESIGN&BID.CONSULTING. 59005910 1605 Sew BS - PurchCIP CHECK 505533 TOTAL: 44,844.50 505534 04/04/2025 PRTD 122055 ADVANCED GRAPHIX INC 216337 03/19/2025 20250404 1,200.00 Invoice: 216337 1,200.00 72000000 6406 MN TF 1 - SupOther CHECK 505534 TOTAL: 1,200.00 505535 04/04/2025 PRTD 161391 AEN INC 032725/downpmt 01/17/2025 20250404 500.00 Invoice: 032725/downpmt DOWN PAYMENT_Centennial Lakes Park 2025 500.00 57057000 6406 General - SupOther CHECK 505535 TOTAL: 500.00 505536 04/04/2025 PRTD 133504 AID ELECTRIC CORPORATION 82020-LABOR 03/19/2025 20250404 130.00 Invoice: 82020-LABOR Contract extension 2024 &2025 130.00 15415400 6180 Elec Gen - Rep&Maint AID ELECTRIC CORPORATION 82020-MATERIALS 03/19/2025 20250404 10.00 Invoice: 82020-MATERIALS 10.00 15415400 6180 Elec Gen - Rep&Maint CHECK 505536 TOTAL: 140.00 505537 04/04/2025 PRTD 102715 WIENS GRAPHICS INC 167773 03/18/2025 20250404 304.00 Invoice: 167773 2024 Annual Reports 304.00 10410400 6575 Comm Gen - Printing CHECK 505537 TOTAL: 304.00 505538 04/04/2025 PRTD 160095 AM CRAFT SPIRITS SALES & MARKETIN 20495 03/18/2025 20250404 61.50 Invoice: 20495 3.00 58258201 5515 Grnd Sell - CGS Other 58.50 5800 1355 Liquor BS - Inv Misc Page 92 of 1184 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/03/2025 11:05User: PBehrProgram ID: apcshdsb Page 4 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC CHECK 505538 TOTAL: 61.50 505539 04/04/2025 PRTD 141960 AMAZON CAPITAL SERVICES 1R4D-RVTG-69FD 03/11/2025 20250404 53.03 Invoice: 1R4D-RVTG-69FD Puzzle Competition Supplies 53.03 16116103 6406 Senior Cen - SupOther AMAZON CAPITAL SERVICES 194W-HH1F-RT7K 03/13/2025 20250404 13.59 Invoice: 194W-HH1F-RT7K 13.59 58258200 6406 Grnd AdGe - SupOther AMAZON CAPITAL SERVICES 1TCK-DYMN-TLMJ 03/13/2025 20250404 445.24 Invoice: 1TCK-DYMN-TLMJ 445.24 63063001 6406 PW Fac - SupOther AMAZON CAPITAL SERVICES 1KK4-QT1Q-H7LD 03/15/2025 20250404 54.68 Invoice: 1KK4-QT1Q-H7LD XLR microphone cables 54.68 54054001 6406 Operations - SupOther AMAZON CAPITAL SERVICES 1HF9-FMLV-CFT3 03/15/2025 20250404 84.60 Invoice: 1HF9-FMLV-CFT3 Lockerroom wall fan 84.60 54054001 6406 Operations - SupOther AMAZON CAPITAL SERVICES 1MT6-MH4C-F1RH 03/15/2025 20250404 17.90 Invoice: 1MT6-MH4C-F1RH Basketball nets 17.90 54054001 6406 Operations - SupOther AMAZON CAPITAL SERVICES 16H7-VQDT-DDDN 03/15/2025 20250404 133.58 Invoice: 16H7-VQDT-DDDN Pool testing chemicals, lockerroom fan 133.58 54054001 6406 Operations - SupOther AMAZON CAPITAL SERVICES 1L7W-XXV4-DHYQ 03/15/2025 20250404 15.80 Invoice: 1L7W-XXV4-DHYQ 15.80 55055000 6513 Admin - SupOffice AMAZON CAPITAL SERVICES 1NKJ-FW1T-6WTT 03/14/2025 20250404 148.34 Invoice: 1NKJ-FW1T-6WTT 148.34 57057000 6406 General - SupOther AMAZON CAPITAL SERVICES 1LR3-YF36-719N 03/14/2025 20250404 82.74 Invoice: 1LR3-YF36-719N 82.74 55055001 6406 Bldg/Grnds - SupOther AMAZON CAPITAL SERVICES 1RVH-P6YW-19WT 03/14/2025 20250404 526.65 Invoice: 1RVH-P6YW-19WT 526.65 63063001 6406 PW Fac - SupOther AMAZON CAPITAL SERVICES 1HJT-9YXT-YW7P 03/14/2025 20250404 21.99 Invoice: 1HJT-9YXT-YW7P 21.99 52052000 6513 Golf Gen - SupOffice AMAZON CAPITAL SERVICES 1Q4W-PCND-H36X 03/17/2025 20250404 -29.99 Page 93 of 1184 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/03/2025 11:05User: PBehrProgram ID: apcshdsb Page 5 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC Invoice: 1Q4W-PCND-H36X see invoice# 1X4T-MVDD-464R -29.99 15415400 6556 Elec Gen - Tool&Acces AMAZON CAPITAL SERVICES 1WPJ-WLYV-H6K7 03/17/2025 20250404 -26.99 Invoice: 1WPJ-WLYV-H6K7 see invoice# 1X4T-MVDD-464R -26.99 15415400 6556 Elec Gen - Tool&Acces AMAZON CAPITAL SERVICES 1RNW-N14C-7C9G 03/17/2025 20250404 171.96 Invoice: 1RNW-N14C-7C9G 171.96 13013000 6406 Pol Ad Gen - SupOther AMAZON CAPITAL SERVICES 199K-DKQH-FQTX 03/17/2025 20250404 -171.96 Invoice: 199K-DKQH-FQTX -171.96 13013000 6406 Pol Ad Gen - SupOther AMAZON CAPITAL SERVICES 1RQH-LDHQ-FCN9 03/17/2025 20250404 198.50 Invoice: 1RQH-LDHQ-FCN9 198.50 14014006 6406 Snow Rem - SupOther AMAZON CAPITAL SERVICES 1GXQ-DWLQ-P446 03/18/2025 20250404 66.66 Invoice: 1GXQ-DWLQ-P446 CONCESSIONS SUPPLIES, EDINBOROUGH PARK 66.66 54054002 6406 Concession - SupOther AMAZON CAPITAL SERVICES 1TJ3-N9PP-L4TW 03/18/2025 20250404 110.00 Invoice: 1TJ3-N9PP-L4TW 110.00 61061009 6530 Pk Mant Eq - ReprParts AMAZON CAPITAL SERVICES 1J6J-796V-KXRQ 03/18/2025 20250404 22.46 Invoice: 1J6J-796V-KXRQ 22.46 17017000 6406 Prk Mnt Ad - SupOther AMAZON CAPITAL SERVICES 1K4Q-4MKL-KPC4 03/18/2025 20250404 72.58 Invoice: 1K4Q-4MKL-KPC4 72.58 59059003 6556 Wat Distr - Tool&Acces AMAZON CAPITAL SERVICES 1RQH-LDHQ-K364 03/18/2025 20250404 46.70 Invoice: 1RQH-LDHQ-K364 EXPO Low Odor Dry Erase Markers, Chisel Tip, Assor 46.70 12012000 6513 Fire Gen - SupOffice AMAZON CAPITAL SERVICES 1WV9-4L3C-4XWD 03/17/2025 20250404 1,499.75 Invoice: 1WV9-4L3C-4XWD Laptop Power Adapters 1,499.75 62062000 6409 I.T. Gen - SupComp AMAZON CAPITAL SERVICES 1XRR-F737-4MMR 03/17/2025 20250404 25.62 Invoice: 1XRR-F737-4MMR 25.62 52052000 6406 Golf Gen - SupOther AMAZON CAPITAL SERVICES 1Q4W-PCND-7NTJ 03/17/2025 20250404 124.95 Invoice: 1Q4W-PCND-7NTJ Zogics Antibacterial Wipes - Disinfecting Wipes 124.95 12012000 6511 Fire Gen - SupCustod AMAZON CAPITAL SERVICES 1W14-K9Y3-7466 03/17/2025 20250404 113.40 Page 94 of 1184 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/03/2025 11:05User: PBehrProgram ID: apcshdsb Page 6 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC Invoice: 1W14-K9Y3-7466 113.40 55055001 6406 Bldg/Grnds - SupOther AMAZON CAPITAL SERVICES 1HC4-V7D7-RN6Y 03/19/2025 20250404 26.99 Invoice: 1HC4-V7D7-RN6Y 26.99 52052000 6513 Golf Gen - SupOffice AMAZON CAPITAL SERVICES 16VV-6KFR-QTV9 03/19/2025 20250404 -26.99 Invoice: 16VV-6KFR-QTV9 -26.99 52052000 6513 Golf Gen - SupOffice AMAZON CAPITAL SERVICES 1QLL-QNVD-W77C 03/19/2025 20250404 468.88 Invoice: 1QLL-QNVD-W77C IT Supplies 468.88 62062000 6406 I.T. Gen - SupOther AMAZON CAPITAL SERVICES 1W14-K9Y3-TFF7 03/19/2025 20250404 157.89 Invoice: 1W14-K9Y3-TFF7 157.89 61061004 6530 PW Equip - ReprParts AMAZON CAPITAL SERVICES 1DXX-DF6P-WLYT 03/19/2025 20250404 425.45 Invoice: 1DXX-DF6P-WLYT Brother Genuine P-touch TZE-335 Label Tape, 1/2" 425.45 12012000 6406 Fire Gen - SupOther AMAZON CAPITAL SERVICES 17KP-TFJ7-V7WH 03/19/2025 20250404 28.18 Invoice: 17KP-TFJ7-V7WH Window Display Supplies 28.18 16116103 6406 Senior Cen - SupOther AMAZON CAPITAL SERVICES 199K-DKQH-XW7V 03/19/2025 20250404 34.98 Invoice: 199K-DKQH-XW7V Building Supplies 34.98 16116103 6406 Senior Cen - SupOther AMAZON CAPITAL SERVICES 1FPW-FQ4F-X6FW 03/19/2025 20250404 28.79 Invoice: 1FPW-FQ4F-X6FW 28.79 52052000 6406 Golf Gen - SupOther AMAZON CAPITAL SERVICES 1P9D-PG4Q-XKD3 03/19/2025 20250404 74.09 Invoice: 1P9D-PG4Q-XKD3 74.09 61061015 6530 Utl Equip - ReprParts AMAZON CAPITAL SERVICES 1N4P-XMG6-3LMG 03/20/2025 20250404 766.64 Invoice: 1N4P-XMG6-3LMG PETZL, PIXA 3, Headlamp, 100 Lumens 1 766.64 12012000 6406 Fire Gen - SupOther AMAZON CAPITAL SERVICES 1FMM-FNW9-4X94 03/20/2025 20250404 169.20 Invoice: 1FMM-FNW9-4X94 169.20 13013000 6406 Pol Ad Gen - SupOther AMAZON CAPITAL SERVICES 1Q9V-TQDY-DT4N 03/20/2025 20250404 53.89 Invoice: 1Q9V-TQDY-DT4N Web cam for Debbie Townsend 53.89 10410400 6406 Comm Gen - SupOther AMAZON CAPITAL SERVICES 1MWP-V7PG-MC7L 03/28/2025 20250404 -6.64 Page 95 of 1184 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/03/2025 11:05User: PBehrProgram ID: apcshdsb Page 7 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC Invoice: 1MWP-V7PG-MC7L SEE INVOICE# 1V3G-MCMG-FY13 -6.64 57057000 6406 General - SupOther CHECK 505539 TOTAL: 6,023.13 505540 04/04/2025 PRTD 118491 APPLE INC MB61541323 03/15/2025 20250404 948.00 Invoice: MB61541323 RSchultz iPad & Keyboard 948.00 13013000 6409 Pol Ad Gen - SupComp CHECK 505540 TOTAL: 948.00 505541 04/04/2025 PRTD 151756 ARBEITER BREWING COMPANY LLC 17536 03/20/2025 20250404 240.00 Invoice: 17536 240.00 5800 1354 Liquor BS - Inv Beer CHECK 505541 TOTAL: 240.00 505542 04/04/2025 PRTD 106304 ASPEN MILLS INC 350483 03/14/2025 20250404 349.09 Invoice: 350483 Uniform- Braden Kohl 349.09 12012000 6203 Fire Gen - Uniforms ASPEN MILLS INC 350484 03/14/2025 20250404 41.00 Invoice: 350484 Uniform- Brandon Winkel 41.00 12012000 6203 Fire Gen - Uniforms CHECK 505542 TOTAL: 390.09 505543 04/04/2025 PRTD 102774 ASPEN WASTE SYSTEMS OF MINNESOTA 190511 03/12/2025 20250404 138.26 Invoice: 190511 WORK ORDER# 189948 138.26 12012000 6103 Fire Gen - Prof Svrs CHECK 505543 TOTAL: 138.26 505544 04/04/2025 PRTD 100920 GENUINE PARTS COMPANY 162853 03/07/2025 20250404 91.80 Invoice: 162853 91.80 61061004 6530 PW Equip - ReprParts CHECK 505544 TOTAL: 91.80 505545 04/04/2025 PRTD 129624 BARNA GUZY & STEFFEN LTD 294176 02/28/2025 20250404 85.00 Invoice: 294176 62726-013 INTERNAL AFFAIRS LEGAL 85.00 10910900 6103 HR Gen - Prof Svrs BARNA GUZY & STEFFEN LTD 294177 02/28/2025 20250404 8,483.00 Invoice: 294177 62726-014 EMPLOYMENT GRIEVANCE 8,483.00 10910900 6103 HR Gen - Prof Svrs Page 96 of 1184 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/03/2025 11:05User: PBehrProgram ID: apcshdsb Page 8 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC BARNA GUZY & STEFFEN LTD 294175 02/28/2025 20250404 442.00 Invoice: 294175 Employment Attorney 442.00 10910900 6103 HR Gen - Prof Svrs CHECK 505545 TOTAL: 9,010.00 505546 04/04/2025 PRTD 100643 BARR ENGINEERING CO 23272052.00 - 10 03/18/2025 20250404 30,049.00 Invoice: 23272052.00 - 10 Professional Services York Ave 30,049.00 59259205 6103 Stm EngSrv - Prof Svrs BARR ENGINEERING CO 23270354.25 - 2 03/18/2025 20250404 12,674.00 Invoice: 23270354.25 - 2 Storm & Sanitary General Servi 462.00 59159107 6103 Sew EngSrv - Prof Svrs 12,212.00 59259205 6103 Stm EngSrv - Prof Svrs BARR ENGINEERING CO 23271869.03 - 23 03/18/2025 20250404 375.00 Invoice: 23271869.03 - 23 Morningside Flood Landscape R 375.00 E ENG21032.CONSTRUCTN.CNTRCT PMT. 59005920 1605 Stm BS - PurchCIP BARR ENGINEERING CO INV241103 03/19/2025 20250404 22,664.00 Invoice: INV241103 Adaptive Level Management Proj 22,664.00 E ENG23015.CONST.STRM.CONSULTING. 59005920 1605 Stm BS - PurchCIP CHECK 505546 TOTAL: 65,762.00 505547 04/04/2025 PRTD 151171 7TH STREET BEER COMPANY 6119 03/21/2025 20250404 200.00 Invoice: 6119 200.00 5800 1354 Liquor BS - Inv Beer CHECK 505547 TOTAL: 200.00 505548 04/04/2025 PRTD 100646 BECKER ARENA PRODUCTS INC 615538 03/17/2025 20250404 4,896.00 Invoice: 615538 Braemar Arena-south rink gate hardware 4,896.00 55055001 6180 Bldg/Grnds - Rep&Maint CHECK 505548 TOTAL: 4,896.00 505549 04/04/2025 PRTD 101355 BELLBOY CORPORATION 0109232400 12/09/2024 20250404 -24.00 Invoice: 0109232400 -24.00 5800 1355 Liquor BS - Inv Misc BELLBOY CORPORATION 0206418500 01/14/2025 20250404 -15.83 Invoice: 0206418500 Page 97 of 1184 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/03/2025 11:05User: PBehrProgram ID: apcshdsb Page 9 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC -15.83 5800 1353 Liquor BS - Inv Wine BELLBOY CORPORATION 0109628000 03/27/2025 20250404 340.55 Invoice: 0109628000 7.55 58158101 5515 Sthdl Sell - CGS Other 333.00 5800 1355 Liquor BS - Inv Misc CHECK 505549 TOTAL: 300.72 505550 04/04/2025 PRTD 126847 BERRY COFFEE COMPANY 1050815 03/14/2025 20250404 690.47 Invoice: 1050815 690.47 55055002 5510 Concession - CGS BERRY COFFEE COMPANY 1050604 03/14/2025 20250404 68.05 Invoice: 1050604 CONCESSIONS PRODUCT, COFFEE 68.05 54054002 5510 Concession - CGS CHECK 505550 TOTAL: 758.52 505551 04/04/2025 PRTD 127340 BIDDLE CONSULTING GROUP INC 80292 03/20/2025 20250404 1,645.00 Invoice: 80292 TestGenius CritiCall Annual License - 05/2026 1,645.00 21000000 6105 E911 - Dues&Sub CHECK 505551 TOTAL: 1,645.00 505552 04/04/2025 PRTD 160836 BIFFS INC INV241103 03/19/2025 20250404 125.00 Invoice: INV241103 125.00 17017005 6182 Litter Rem - Garb&Recyc CHECK 505552 TOTAL: 125.00 505553 04/04/2025 PRTD 132444 BOLTON & MENK INC 0358605 03/17/2025 20250404 13,953.00 Invoice: 0358605 South Sanitary Sewer Improveme 13,953.00 E ENG23007.CONST.SANI.CONSULTING. 59005910 1605 Sew BS - PurchCIP BOLTON & MENK INC 0358604 03/17/2025 20250404 6,646.00 Invoice: 0358604 France Ave Sidewalk PH3 62nd S 6,646.00 E ENG22015.CONST.PACS.CONSULTING. 23023001 6715 Pedestrian - CapInfrast BOLTON & MENK INC 0358602 03/17/2025 20250404 612.50 Invoice: 0358602 2024 Residential and Small Site 183.75 59059007 6103 Wat EngSrv - Prof Svrs 183.75 59159107 6103 Sew EngSrv - Prof Svrs 245.00 59259205 6103 Stm EngSrv - Prof Svrs Page 98 of 1184 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/03/2025 11:05User: PBehrProgram ID: apcshdsb Page 10 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC CHECK 505553 TOTAL: 21,211.50 505554 04/04/2025 PRTD 101010 BORDER STATES INDUSTRIES INC 930036623 03/17/2025 20250404 259.37 Invoice: 930036623 259.37 54054001 6180 Operations - Rep&Maint BORDER STATES INDUSTRIES INC 930059840 03/20/2025 20250404 551.90 Invoice: 930059840 551.90 54054001 6180 Operations - Rep&Maint BORDER STATES INDUSTRIES INC 930059818 03/20/2025 20250404 142.84 Invoice: 930059818 142.84 57057001 6180 CLP Park - Rep&Maint BORDER STATES INDUSTRIES INC 930050370 03/19/2025 20250404 40.65 Invoice: 930050370 40.65 54054001 6180 Operations - Rep&Maint CHECK 505554 TOTAL: 994.76 505555 04/04/2025 PRTD 119351 BOURGET IMPORTS 215739 03/19/2025 20250404 850.00 Invoice: 215739 10.00 58058001 5513 50th Sell - CGS Wine 840.00 5800 1353 Liquor BS - Inv Wine BOURGET IMPORTS 215737 03/19/2025 20250404 704.00 Invoice: 215737 8.00 58158101 5513 Sthdl Sell - CGS Wine 696.00 5800 1353 Liquor BS - Inv Wine BOURGET IMPORTS 215738 03/18/2025 20250404 122.00 Invoice: 215738 2.00 58258201 5513 Grnd Sell - CGS Wine 120.00 5800 1353 Liquor BS - Inv Wine CHECK 505555 TOTAL: 1,676.00 505556 04/04/2025 PRTD 117040 BOYER FORD TRUCKS INC 098P20318 03/20/2025 20250404 378.38 Invoice: 098P20318 378.38 61061004 6530 PW Equip - ReprParts BOYER FORD TRUCKS INC 098P20210 03/20/2025 20250404 107.47 Invoice: 098P20210 107.47 61061004 6530 PW Equip - ReprParts BOYER FORD TRUCKS INC 098P20286 03/20/2025 20250404 201.10 Invoice: 098P20286 201.10 61061004 6406 PW Equip - SupOther Page 99 of 1184 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/03/2025 11:05User: PBehrProgram ID: apcshdsb Page 11 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC CHECK 505556 TOTAL: 686.95 505557 04/04/2025 PRTD 100664 BRAUN INTERTEC CORPORATION B421712 03/17/2025 20250404 2,280.00 Invoice: B421712 Special Inspection & Testing S 2,280.00 E ENG22104.MISCELLAN .SERVICES . 40840801 6103 Faclt CP - Prof Svrs BRAUN INTERTEC CORPORATION B421713 03/17/2025 20250404 12,427.00 Invoice: B421713 12,427.00 E ENG23007.CONST.SANI.CONSULTING. 59005910 1605 Sew BS - PurchCIP CHECK 505557 TOTAL: 14,707.00 505558 04/04/2025 PRTD 124291 BREAKTHRU BEVERAGE MINNESOTA WINE 120545877 03/19/2025 20250404 2,859.64 Invoice: 120545877 20.70 58058001 5512 50th Sell - CGS Liq 2,838.94 5800 1352 Liquor BS - Inv Liq BREAKTHRU BEVERAGE MINNESOTA WINE 120545880 03/19/2025 20250404 29.15 Invoice: 120545880 1.15 58058001 5515 50th Sell - CGS Other 28.00 5800 1355 Liquor BS - Inv Misc BREAKTHRU BEVERAGE MINNESOTA WINE 120545878 03/19/2025 20250404 194.65 Invoice: 120545878 1.15 58058001 5513 50th Sell - CGS Wine 193.50 5800 1353 Liquor BS - Inv Wine BREAKTHRU BEVERAGE MINNESOTA WINE 120545879 03/19/2025 20250404 700.60 Invoice: 120545879 4.60 58058001 5513 50th Sell - CGS Wine 696.00 5800 1353 Liquor BS - Inv Wine BREAKTHRU BEVERAGE MINNESOTA WINE 120545873 03/19/2025 20250404 4,898.86 Invoice: 120545873 37.95 58258201 5512 Grnd Sell - CGS Liq 4,860.91 5800 1352 Liquor BS - Inv Liq BREAKTHRU BEVERAGE MINNESOTA WINE 120545876 03/19/2025 20250404 718.90 Invoice: 120545876 6.90 58258201 5513 Grnd Sell - CGS Wine 712.00 5800 1353 Liquor BS - Inv Wine BREAKTHRU BEVERAGE MINNESOTA WINE 120545874 03/19/2025 20250404 375.80 Invoice: 120545874 2.30 58258201 5513 Grnd Sell - CGS Wine Page 100 of 1184 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/03/2025 11:05User: PBehrProgram ID: apcshdsb Page 12 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC 373.50 5800 1353 Liquor BS - Inv Wine BREAKTHRU BEVERAGE MINNESOTA WINE 120545875 03/19/2025 20250404 73.15 Invoice: 120545875 1.15 58258201 5515 Grnd Sell - CGS Other 72.00 5800 1355 Liquor BS - Inv Misc BREAKTHRU BEVERAGE MINNESOTA WINE 120545859 03/19/2025 20250404 428.60 Invoice: 120545859 4.60 58158101 5513 Sthdl Sell - CGS Wine 424.00 5800 1353 Liquor BS - Inv Wine BREAKTHRU BEVERAGE MINNESOTA WINE 120545858 03/19/2025 20250404 102.30 Invoice: 120545858 2.30 58158101 5515 Sthdl Sell - CGS Other 100.00 5800 1355 Liquor BS - Inv Misc BREAKTHRU BEVERAGE MINNESOTA WINE 120545860 03/19/2025 20250404 5,467.40 Invoice: 120545860 28.75 58158101 5512 Sthdl Sell - CGS Liq 5,438.65 5800 1352 Liquor BS - Inv Liq BREAKTHRU BEVERAGE MINNESOTA WINE 120436301 03/12/2025 20250404 97.15 Invoice: 120436301 1.15 58258201 5515 Grnd Sell - CGS Other 96.00 5800 1355 Liquor BS - Inv Misc BREAKTHRU BEVERAGE MINNESOTA WINE 120436033 03/12/2025 20250404 41.14 Invoice: 120436033 1.15 58258201 5515 Grnd Sell - CGS Other 39.99 5800 1355 Liquor BS - Inv Misc CHECK 505558 TOTAL: 15,987.34 505559 04/04/2025 PRTD 124529 BREAKTHRU BEVERAGE MINNESOTA BEER 120625912 03/25/2025 20250404 362.40 Invoice: 120625912 362.40 5800 1355 Liquor BS - Inv Misc BREAKTHRU BEVERAGE MINNESOTA BEER 120625911 03/25/2025 20250404 146.25 Invoice: 120625911 146.25 5800 1354 Liquor BS - Inv Beer BREAKTHRU BEVERAGE MINNESOTA BEER 120625914 03/25/2025 20250404 234.10 Invoice: 120625914 234.10 5800 1354 Liquor BS - Inv Beer BREAKTHRU BEVERAGE MINNESOTA BEER 120625915 03/25/2025 20250404 142.50 Invoice: 120625915 142.50 5800 1354 Liquor BS - Inv Beer BREAKTHRU BEVERAGE MINNESOTA BEER 120625913 03/25/2025 20250404 1,220.05 Page 101 of 1184 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/03/2025 11:05User: PBehrProgram ID: apcshdsb Page 13 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC Invoice: 120625913 1,220.05 5800 1354 Liquor BS - Inv Beer BREAKTHRU BEVERAGE MINNESOTA BEER 413256378 02/14/2025 20250404 -8.50 Invoice: 413256378 -8.50 5800 1355 Liquor BS - Inv Misc BREAKTHRU BEVERAGE MINNESOTA BEER 120625906 03/25/2025 20250404 868.95 Invoice: 120625906 868.95 5800 1354 Liquor BS - Inv Beer BREAKTHRU BEVERAGE MINNESOTA BEER 120625907 03/25/2025 20250404 148.50 Invoice: 120625907 148.50 5800 1352 Liquor BS - Inv Liq BREAKTHRU BEVERAGE MINNESOTA BEER 120625910 03/25/2025 20250404 98.50 Invoice: 120625910 98.50 5800 1355 Liquor BS - Inv Misc BREAKTHRU BEVERAGE MINNESOTA BEER 120625909 03/25/2025 20250404 1,366.80 Invoice: 120625909 1,366.80 5800 1354 Liquor BS - Inv Beer BREAKTHRU BEVERAGE MINNESOTA BEER 120625908 03/25/2025 20250404 461.25 Invoice: 120625908 461.25 5800 1354 Liquor BS - Inv Beer BREAKTHRU BEVERAGE MINNESOTA BEER 120625895 03/25/2025 20250404 233.20 Invoice: 120625895 233.20 5800 1354 Liquor BS - Inv Beer BREAKTHRU BEVERAGE MINNESOTA BEER 120625893 03/25/2025 20250404 817.60 Invoice: 120625893 817.60 5800 1354 Liquor BS - Inv Beer BREAKTHRU BEVERAGE MINNESOTA BEER 120625894 03/25/2025 20250404 1,812.80 Invoice: 120625894 1,812.80 5800 1354 Liquor BS - Inv Beer BREAKTHRU BEVERAGE MINNESOTA BEER 120625892 03/25/2025 20250404 287.00 Invoice: 120625892 287.00 5800 1355 Liquor BS - Inv Misc BREAKTHRU BEVERAGE MINNESOTA BEER 120625891 03/25/2025 20250404 2,541.00 Invoice: 120625891 2,541.00 5800 1354 Liquor BS - Inv Beer BREAKTHRU BEVERAGE MINNESOTA BEER 413398546 03/31/2025 20250404 -41.55 Invoice: 413398546 -41.55 5800 1354 Liquor BS - Inv Beer BREAKTHRU BEVERAGE MINNESOTA BEER 413262003 02/17/2025 20250404 -212.00 Page 102 of 1184 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/03/2025 11:05User: PBehrProgram ID: apcshdsb Page 14 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC Invoice: 413262003 -212.00 5800 1354 Liquor BS - Inv Beer BREAKTHRU BEVERAGE MINNESOTA BEER 413369204 03/20/2025 20250404 -154.00 Invoice: 413369204 -154.00 5800 1354 Liquor BS - Inv Beer CHECK 505559 TOTAL: 10,324.85 505560 04/04/2025 PRTD 160984 CALTOPO LLC 666DBF7D-0004 02/13/2025 20250404 2,000.00 Invoice: 666DBF7D-0004 2025 CalTopo Teams Feb 13, 2025 – Feb 13, 2026 2,000.00 72000000 6406 MN TF 1 - SupOther CHECK 505560 TOTAL: 2,000.00 505561 04/04/2025 PRTD 119455 CAPITOL BEVERAGE SALES LP 3111776 03/21/2025 20250404 569.90 Invoice: 3111776 569.90 5800 1352 Liquor BS - Inv Liq CAPITOL BEVERAGE SALES LP 3111775 03/21/2025 20250404 208.25 Invoice: 3111775 208.25 5800 1355 Liquor BS - Inv Misc CAPITOL BEVERAGE SALES LP 3111391 03/20/2025 20250404 80.00 Invoice: 3111391 80.00 5800 1356 Liquor BS - Inventory THC Bev CAPITOL BEVERAGE SALES LP 3111393 03/21/2025 20250404 120.90 Invoice: 3111393 120.90 5800 1352 Liquor BS - Inv Liq CAPITOL BEVERAGE SALES LP 3111392 03/21/2025 20250404 -124.80 Invoice: 3111392 -124.80 5800 1354 Liquor BS - Inv Beer CAPITOL BEVERAGE SALES LP 3111395 03/21/2025 20250404 675.65 Invoice: 3111395 675.65 5800 1354 Liquor BS - Inv Beer CAPITOL BEVERAGE SALES LP 3111394 03/21/2025 20250404 157.50 Invoice: 3111394 157.50 5800 1355 Liquor BS - Inv Misc CAPITOL BEVERAGE SALES LP 3111777 03/21/2025 20250404 4,089.25 Invoice: 3111777 4,089.25 5800 1354 Liquor BS - Inv Beer CAPITOL BEVERAGE SALES LP 3114655 03/28/2025 20250404 3,707.20 Invoice: 3114655 3,707.20 5800 1354 Liquor BS - Inv Beer Page 103 of 1184 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/03/2025 11:05User: PBehrProgram ID: apcshdsb Page 15 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC CAPITOL BEVERAGE SALES LP 3114511 03/28/2025 20250404 102.25 Invoice: 3114511 102.25 5800 1355 Liquor BS - Inv Misc CAPITOL BEVERAGE SALES LP 3114510 03/28/2025 20250404 99.00 Invoice: 3114510 99.00 5800 1352 Liquor BS - Inv Liq CAPITOL BEVERAGE SALES LP 3114880 03/28/2025 20250404 54.00 Invoice: 3114880 54.00 5800 1352 Liquor BS - Inv Liq CAPITOL BEVERAGE SALES LP 3114881 03/28/2025 20250404 552.80 Invoice: 3114881 552.80 5800 1354 Liquor BS - Inv Beer CAPITOL BEVERAGE SALES LP 3114882 03/28/2025 20250404 263.25 Invoice: 3114882 263.25 5800 1355 Liquor BS - Inv Misc CAPITOL BEVERAGE SALES LP 3114879 03/28/2025 20250404 160.00 Invoice: 3114879 160.00 5800 1356 Liquor BS - Inventory THC Bev CHECK 505561 TOTAL: 10,715.15 505562 04/04/2025 PRTD 103300 CENTER FOR ENERGY AND ENVIRONMENT 26162 03/15/2025 20250404 49.00 Invoice: 26162 SERVICING FEE - MONTHLY FEBRUARY 49.00 E DEV22110.MISCELLAN . . 26026001 6102 HRA Aff Hs - Contr Svrs CHECK 505562 TOTAL: 49.00 505563 04/04/2025 PRTD 142533 CADD ENGR SUPPLY INC INV171354 03/18/2025 20250404 279.00 Invoice: INV171354 ENG150 Canon Printer Lease 209.25 15100000 6406 Const Mgmt - SupOther 69.75 14014000 6406 PW Adm Gen - SupOther CHECK 505563 TOTAL: 279.00 505564 04/04/2025 PRTD 142028 CINTAS CORPORATION 4224078641 03/14/2025 20250404 33.68 Invoice: 4224078641 33.68 63063001 6511 PW Fac - SupCustod CINTAS CORPORATION 4224223665 03/17/2025 20250404 78.60 Invoice: 4224223665 exempt from sales tax short pay 7.09 sent MN ST3 78.60 55055001 6230 Bldg/Grnds - SrvCntrcts Page 104 of 1184 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/03/2025 11:05User: PBehrProgram ID: apcshdsb Page 16 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC CINTAS CORPORATION 4224223643 03/17/2025 20250404 78.65 Invoice: 4224223643 exempt from sales tax short pay 5.41 sent MN ST3 78.65 55055001 6230 Bldg/Grnds - SrvCntrcts CINTAS CORPORATION 4224223595 03/17/2025 20250404 130.77 Invoice: 4224223595 130.77 71071001 6103 Main Bldng - Prof Svrs CINTAS CORPORATION 4224223577 03/17/2025 20250404 163.51 Invoice: 4224223577 163.51 52052000 6103 Golf Gen - Prof Svrs CHECK 505564 TOTAL: 485.21 505565 04/04/2025 PRTD 142028 CINTAS CORPORATION NO.2 5260089612 03/20/2025 20250404 184.13 Invoice: 5260089612 184.13 55055001 6230 Bldg/Grnds - SrvCntrcts CINTAS CORPORATION NO.2 5260089613 03/20/2025 20250404 57.55 Invoice: 5260089613 57.55 55055001 6230 Bldg/Grnds - SrvCntrcts CINTAS CORPORATION NO.2 5260089611 03/20/2025 20250404 113.99 Invoice: 5260089611 113.99 71071001 6406 Main Bldng - SupOther CHECK 505565 TOTAL: 355.67 505566 04/04/2025 PRTD 142028 CINTAS CORPORATION 4224223608 03/17/2025 20250404 64.85 Invoice: 4224223608 64.85 52100000 6103 Golf Dome - Prof Svrs CHECK 505566 TOTAL: 64.85 505567 04/04/2025 PRTD 100684 CITY OF BLOOMINGTON 24809 03/10/2025 20250404 12,747.89 Invoice: 24809 Lab services chem/microbiology 12/1/24 - 2/28/25 12,747.89 59059003 6103 Wat Distr - Prof Svrs CHECK 505567 TOTAL: 12,747.89 505568 04/04/2025 PRTD 100684 CITY OF BLOOMINGTON 24849 03/18/2025 20250404 10,406.00 Invoice: 24849 Feb 2025 Resp Sustainability serv Pub Health Div 10,406.00 E FIR24006.MISCELLAN . . 12212200 6102 PH Gen - Contr Svrs Page 105 of 1184 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/03/2025 11:05User: PBehrProgram ID: apcshdsb Page 17 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC CHECK 505568 TOTAL: 10,406.00 505569 04/04/2025 PRTD 100684 CITY OF BLOOMINGTON BLFD-03/25-1 03/05/2025 20250404 3,669.67 Invoice: BLFD-03/25-1 MN-TF1 OT/BF REIMBURSEMENT REQUEST RYAN PORIETIS 3,669.67 72000000 6406 MN TF 1 - SupOther CHECK 505569 TOTAL: 3,669.67 505570 04/04/2025 PRTD 124749 CITY OF EAGAN EFD-03/25-1 03/24/2025 20250404 1,521.13 Invoice: EFD-03/25-1 1,521.13 72000000 6406 MN TF 1 - SupOther CHECK 505570 TOTAL: 1,521.13 505571 04/04/2025 PRTD 103216 MINNEAPOLIS FIRE DEPARTMENT MFD-03/25-1 03/21/2025 20250404 25,125.14 Invoice: MFD-03/25-1 25,125.14 72000000 6406 MN TF 1 - SupOther CHECK 505571 TOTAL: 25,125.14 505572 04/04/2025 PRTD 100687 RICHFIELD FIRE DEPARTMENT 03242025 03/24/2025 20250404 13,046.02 Invoice: 03242025 Task Force Training-Structural Collapse (Georgia) 13,046.02 72000000 6406 MN TF 1 - SupOther CHECK 505572 TOTAL: 13,046.02 505573 04/04/2025 PRTD 100687 RICHFIELD FIRE DEPARTMENT 03252025 03/25/2025 20250404 1,708.12 Invoice: 03252025 Task Force Training 1,708.12 72000000 6406 MN TF 1 - SupOther CHECK 505573 TOTAL: 1,708.12 505574 04/04/2025 PRTD 139927 CITY OF ROCHESTER MN RFD-02/25-2 02/25/2025 20250404 5,597.06 Invoice: RFD-02/25-2 MN-TF1 REIMBURSEMENT REQUEST 5,597.06 72000000 6406 MN TF 1 - SupOther CHECK 505574 TOTAL: 5,597.06 505575 04/04/2025 PRTD 139927 CITY OF ROCHESTER MN RFD-03/25-1 03/17/2025 20250404 1,506.38 Invoice: RFD-03/25-1 MN-TF1 REIMBURSEMENT REQUEST 1,506.38 72000000 6406 MN TF 1 - SupOther CHECK 505575 TOTAL: 1,506.38 Page 106 of 1184 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/03/2025 11:05User: PBehrProgram ID: apcshdsb Page 18 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC 505576 04/04/2025 PRTD 100087 CITY OF SAINT PAUL IN62004 03/19/2025 20250404 63,413.60 Invoice: IN62004 63,413.60 72000000 6406 MN TF 1 - SupOther CHECK 505576 TOTAL: 63,413.60 505577 04/04/2025 PRTD 130477 MCDONALD DISTRIBUTING COMPANY 797460 03/20/2025 20250404 144.00 Invoice: 797460 144.00 5800 1355 Liquor BS - Inv Misc MCDONALD DISTRIBUTING COMPANY 797461 03/20/2025 20250404 907.00 Invoice: 797461 907.00 5800 1354 Liquor BS - Inv Beer MCDONALD DISTRIBUTING COMPANY 797845 03/20/2025 20250404 986.00 Invoice: 797845 986.00 5800 1354 Liquor BS - Inv Beer CHECK 505577 TOTAL: 2,037.00 505578 04/04/2025 PRTD 120433 COMCAST 0161120-03/25 03/26/2025 20250404 29.29 Invoice: 0161120-03/25 29.29 55055000 6105 Admin - Dues&Sub CHECK 505578 TOTAL: 29.29 505579 04/04/2025 PRTD 161360 CONFERENCE TECHNOLOGIES INC P-INV019641 02/19/2025 20250404 2,600.00 Invoice: P-INV019641 SWTV Reflect Service 2,600.00 10410401 6103 Cable Com - Prof Svrs CHECK 505579 TOTAL: 2,600.00 505580 04/04/2025 PRTD 161388 CORCORAN, PATRICIA JEANNE 25CAPF-Corcoran 03/20/2025 20250404 1,000.00 Invoice: 25CAPF-Corcoran Climate Action Fund e-bike cost-share 1,000.00 25000004 6103 Professional Services CHECK 505580 TOTAL: 1,000.00 505581 04/04/2025 PRTD 121267 CREATIVE RESOURCES IN0015782 03/14/2025 20250404 512.80 Invoice: IN0015782 2025 City Olympics T Shirts 512.80 60060005 6406 Saf & Well - SupOther CHECK 505581 TOTAL: 512.80 Page 107 of 1184 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/03/2025 11:05User: PBehrProgram ID: apcshdsb Page 19 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC 505582 04/04/2025 PRTD 102514 CUTTER & BUCK INC 0098479804 03/14/2025 20250404 112.69 Invoice: 0098479804 16.60 52052006 5510 Ret Sales - CGS 96.09 52005200 1356 Course BS - Inventory CUTTER & BUCK INC 0098488849 03/19/2025 20250404 590.21 Invoice: 0098488849 21.92 52052006 5510 Ret Sales - CGS 568.29 52005200 1356 Course BS - Inventory CHECK 505582 TOTAL: 702.90 505583 04/04/2025 PRTD 133169 DAIKIN APPLIED 3513444 03/19/2025 20250404 4,169.30 Invoice: 3513444 EP-3/3 Desert Aire repairs 4,169.30 54054001 6180 Operations - Rep&Maint CHECK 505583 TOTAL: 4,169.30 505584 04/04/2025 PRTD 160597 INTERNATIONAL SECURITY PRODUCTS 161701 03/12/2025 20250404 23.77 Invoice: 161701 23.77 17017006 6530 Bldg Maint - ReprParts INTERNATIONAL SECURITY PRODUCTS 161800 03/17/2025 20250404 21.84 Invoice: 161800 21.84 17017006 6530 Bldg Maint - ReprParts CHECK 505584 TOTAL: 45.61 505585 04/04/2025 PRTD 160597 TOWN & COUNTRY FENCE 161097 01/09/2025 20250404 6,474.50 Invoice: 161097 6,474.50 17017006 6103 Bldg Maint - Prof Svrs CHECK 505585 TOTAL: 6,474.50 505586 04/04/2025 PRTD 104020 IMPERIALDADE 4356055 03/20/2025 20250404 1,305.94 Invoice: 4356055 629.74 17017000 6406 Prk Mnt Ad - SupOther 676.20 63063001 6406 PW Fac - SupOther CHECK 505586 TOTAL: 1,305.94 505587 04/04/2025 PRTD 121103 DIRECTV GROUP INC 045419181X250319 03/19/2025 20250404 146.83 Invoice: 045419181X250319 146.83 52052000 6188 Golf Gen - Telephone Page 108 of 1184 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/03/2025 11:05User: PBehrProgram ID: apcshdsb Page 20 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC CHECK 505587 TOTAL: 146.83 505588 04/04/2025 PRTD 121103 DIRECTV GROUP INC 061616649X250320 03/20/2025 20250404 139.14 Invoice: 061616649X250320 139.14 52100000 6188 Golf Dome - Telephone CHECK 505588 TOTAL: 139.14 505589 04/04/2025 PRTD 161392 DORGLASS, INC. 71654 03/19/2025 20250404 3,802.00 Invoice: 71654 Lock hardware for Pool doors 3,802.00 54054001 6180 Operations - Rep&Maint CHECK 505589 TOTAL: 3,802.00 505590 04/04/2025 PRTD 100730 DORSEY & WHITNEY LLP 4058164 03/06/2025 20250404 376.00 Invoice: 4058164 4917 Eden- TIF legal admin 376.00 26126114 6131 EdenWil TIF - PrfSvLegal CHECK 505590 TOTAL: 376.00 505591 04/04/2025 PRTD 129079 DRAIN KING INC 130099 03/17/2025 20250404 350.00 Invoice: 130099 350.00 52052000 6103 Golf Gen - Prof Svrs CHECK 505591 TOTAL: 350.00 505592 04/04/2025 PRTD 129718 DREW'S CONCESSIONS LLC 3114 03/19/2025 20250404 1,557.63 Invoice: 3114 1,557.63 55055002 5510 Concession - CGS CHECK 505592 TOTAL: 1,557.63 505593 04/04/2025 PRTD 160061 FILTER BREWING COMPANY LLC PLATO 4153 03/19/2025 20250404 134.00 Invoice: PLATO 4153 134.00 5800 1354 Liquor BS - Inv Beer CHECK 505593 TOTAL: 134.00 505594 04/04/2025 PRTD 140431 EARTH NETWORKS INC INV73064 03/20/2025 20250404 2,046.87 Invoice: INV73064 Only pay 6.875% MN General Sale Tax 2,046.87 52052000 6105 Golf Gen - Dues&Sub CHECK 505594 TOTAL: 2,046.87 Page 109 of 1184 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/03/2025 11:05User: PBehrProgram ID: apcshdsb Page 21 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC 505595 04/04/2025 PRTD 132810 ECM PUBLISHERS INC 1040651 03/20/2025 20250404 333.44 Invoice: 1040651 Ash Tree Removals and Replacement 333.44 10210202 6120 Lic & Perm - AdvLegal ECM PUBLISHERS INC 1040652 03/20/2025 20250404 111.15 Invoice: 1040652 April 1 PH Site Plan/Variance 111.15 10210202 6120 Lic & Perm - AdvLegal ECM PUBLISHERS INC 1040653 03/20/2025 20250404 55.57 Invoice: 1040653 April 1 PH D'Amico & Sons 55.57 10210202 6120 Lic & Perm - AdvLegal ECM PUBLISHERS INC 1040654 03/20/2025 20250404 67.92 Invoice: 1040654 Ordinance No. 2025-03 67.92 10210202 6120 Lic & Perm - AdvLegal CHECK 505595 TOTAL: 568.08 505596 04/04/2025 PRTD 100049 EHLERS AND ASSOCIATES 100586 03/17/2025 20250404 783.75 Invoice: 100586 Pentagon Village - possible amendment TIF admin 783.75 26126104 6136 Pentgn TIF - PrfSvOther CHECK 505596 TOTAL: 783.75 505597 04/04/2025 PRTD 160885 ELECTRO MECHANICAL CONTRACTING IN 14169 03/14/2025 22400081 20250404 46,331.29 Invoice: 14169 Lewis Park Lighting Installation 46,331.29 40900000 6716 P&R CP - CapParks CHECK 505597 TOTAL: 46,331.29 505598 04/04/2025 PRTD 136021 EPIC SOLUTIONS INC 17650 03/21/2025 20250404 13,071.97 Invoice: 17650 13,071.97 14014007 6532 Trfc Safty - Paint CHECK 505598 TOTAL: 13,071.97 505599 04/04/2025 PRTD 134730 EXPLORE EDINA FEB 2025 LODGING TAX03/20/2025 20250404 37,237.53 Invoice: FEB 2025 LODGING TAX February 2025 Lodging Tax 28,792.50 10800000 4030 Finance - Lodg Tax 8,445.03 10800000 4030 Finance - Lodg Tax CHECK 505599 TOTAL: 37,237.53 505600 04/04/2025 PRTD 100146 ELLIOTT AUTO SUPPLY CO, INC 69-544541 03/14/2025 20250404 17.60 Invoice: 69-544541 17.60 61061005 6530 Police Eq - ReprParts Page 110 of 1184 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/03/2025 11:05User: PBehrProgram ID: apcshdsb Page 22 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC ELLIOTT AUTO SUPPLY CO, INC 1-10553607 03/14/2025 20250404 179.00 Invoice: 1-10553607 179.00 61061006 6530 Fire Equip - ReprParts ELLIOTT AUTO SUPPLY CO, INC 69-544573 03/14/2025 20250404 7.93 Invoice: 69-544573 7.93 61061006 6530 Fire Equip - ReprParts ELLIOTT AUTO SUPPLY CO, INC 69-544959 03/20/2025 20250404 9.70 Invoice: 69-544959 9.70 61061004 6530 PW Equip - ReprParts CHECK 505600 TOTAL: 214.23 505601 04/04/2025 PRTD 147181 FALLING BREWERY - BERGMAN LEDGE L E-18606 03/17/2025 20250404 323.00 Invoice: E-18606 323.00 5800 1354 Liquor BS - Inv Beer FALLING BREWERY - BERGMAN LEDGE L E-18604 03/17/2025 20250404 400.00 Invoice: E-18604 400.00 5800 1356 Liquor BS - Inventory THC Bev FALLING BREWERY - BERGMAN LEDGE L E-18587 03/20/2025 20250404 400.00 Invoice: E-18587 400.00 5800 1356 Liquor BS - Inventory THC Bev FALLING BREWERY - BERGMAN LEDGE L E-18697 03/24/2025 20250404 303.00 Invoice: E-18697 303.00 5800 1354 Liquor BS - Inv Beer FALLING BREWERY - BERGMAN LEDGE L E-18705 03/24/2025 20250404 60.00 Invoice: E-18705 60.00 5800 1354 Liquor BS - Inv Beer FALLING BREWERY - BERGMAN LEDGE L E-18706 03/24/2025 20250404 400.00 Invoice: E-18706 400.00 5800 1356 Liquor BS - Inventory THC Bev CHECK 505601 TOTAL: 1,886.00 505602 04/04/2025 PRTD 103600 FERGUSON US HOLDINGS INC 0542009-1 03/17/2025 20250404 1,754.40 Invoice: 0542009-1 1,754.40 59059006 6406 Wat MtRead - SupOther FERGUSON US HOLDINGS INC 0542927-1 03/18/2025 20250404 6,290.00 Invoice: 0542927-1 6,290.00 59059006 6406 Wat MtRead - SupOther Page 111 of 1184 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/03/2025 11:05User: PBehrProgram ID: apcshdsb Page 23 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC CHECK 505602 TOTAL: 8,044.40 505603 04/04/2025 PRTD 116492 BRIDGETOWER OPCO, LLC 745769786 03/20/2025 20250404 310.98 Invoice: 745769786 310.98 10210202 6120 Lic & Perm - AdvLegal CHECK 505603 TOTAL: 310.98 505604 04/04/2025 PRTD 142145 FISCHER BROS LLC 2255 03/19/2025 20250404 5,313.00 Invoice: 2255 Aquatic Center-Deposit for zipline stairs repairs 5,313.00 53053001 6180 Operations - Rep&Maint CHECK 505604 TOTAL: 5,313.00 505605 04/04/2025 PRTD 126444 KIRK STENSRUD ENTERPRISES INC 2315-60380 03/17/2025 20250404 990.00 Invoice: 2315-60380 990.00 E ENG98001.MISCELLAN .SERVICES . 40840801 6103 Faclt CP - Prof Svrs CHECK 505605 TOTAL: 990.00 505606 04/04/2025 PRTD 130699 FLEETPRIDE INC 124191295 03/14/2025 20250404 115.02 Invoice: 124191295 115.02 61061004 6530 PW Equip - ReprParts FLEETPRIDE INC 124298508 03/19/2025 20250404 334.63 Invoice: 124298508 334.63 61061013 6530 Cent Equip - ReprParts CHECK 505606 TOTAL: 449.65 505607 04/04/2025 PRTD 136583 FLUID INTERIORS LLC 95525 03/14/2025 20250404 468.49 Invoice: 95525 468.49 63063000 6103 City Hall - Prof Svrs CHECK 505607 TOTAL: 468.49 505608 04/04/2025 PRTD 102456 GALLS PARENT HOLDINGS LLC 030745183 03/14/2025 20250404 13.99 Invoice: 030745183 3 inch CAD cut titles - Boosalis 13.99 13013000 6203 Pol Ad Gen - Uniforms GALLS PARENT HOLDINGS LLC 030777933 03/18/2025 20250404 359.60 Invoice: 030777933 HIGH SPEED GEAR Cuff Pouch for Cadets - Eckstein 359.60 13013000 6203 Pol Ad Gen - Uniforms Page 112 of 1184 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/03/2025 11:05User: PBehrProgram ID: apcshdsb Page 24 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC CHECK 505608 TOTAL: 373.59 505609 04/04/2025 PRTD 160328 GARDINIER, RONALD 03192025 03/19/2025 20250404 150.00 Invoice: 03192025 150.00 61061009 6406 Pk Mant Eq - SupOther CHECK 505609 TOTAL: 150.00 505610 04/04/2025 PRTD 100775 GENERAL SPORTS CORPORATION 1743 03/25/2025 20250404 40.00 Invoice: 1743 40.00 56056000 6406 Admin - SupOther CHECK 505610 TOTAL: 40.00 505611 04/04/2025 PRTD 130052 GLOWSHOT TARGETS LLC 1960 03/18/2025 20250404 300.00 Invoice: 1960 300.00 71071002 6406 Range - SupOther CHECK 505611 TOTAL: 300.00 505612 04/04/2025 PRTD 101103 WW GRAINGER 9433934776 03/11/2025 20250404 57.44 Invoice: 9433934776 57.44 17017006 6530 Bldg Maint - ReprParts WW GRAINGER 863621819 03/17/2025 20250404 512.21 Invoice: 863621819 512.21 71071001 6530 Main Bldng - ReprParts CHECK 505612 TOTAL: 569.65 505613 04/04/2025 PRTD 160623 HAUGEN, JOHN 25CAPF-HAUGEN 03/26/2025 20250404 750.00 Invoice: 25CAPF-HAUGEN Climate Action Fund insulation 750.00 25000004 6103 Professional Services CHECK 505613 TOTAL: 750.00 505614 04/04/2025 PRTD 143563 HEADFLYER BREWING E-7089 03/20/2025 20250404 88.00 Invoice: E-7089 88.00 5800 1356 Liquor BS - Inventory THC Bev HEADFLYER BREWING E-7088 03/20/2025 20250404 114.00 Invoice: E-7088 114.00 5800 1354 Liquor BS - Inv Beer Page 113 of 1184 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/03/2025 11:05User: PBehrProgram ID: apcshdsb Page 25 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC CHECK 505614 TOTAL: 202.00 505615 04/04/2025 PRTD 103085 HENNEPIN COUNTY ACCOUNTS RECEIVAB 1000243884 03/19/2025 20250404 1,887.76 Invoice: 1000243884 1,887.76 13013001 6170 Legal Srv - CourtChrgs CHECK 505615 TOTAL: 1,887.76 505616 04/04/2025 PRTD 103085 HENNEPIN COUNTY ACCOUNTS RECEIVAB 1000243698 03/17/2025 20250404 100.00 Invoice: 1000243698 Type: Work Release 100.00 13013001 6225 Legal Srv - Prison Fee CHECK 505616 TOTAL: 100.00 505617 04/04/2025 PRTD 137677 HAMMEL GREEN AND ABRAHAMSON INC 260339 03/17/2025 20250404 5,681.15 Invoice: 260339 Aquatic Center Pump Room Const 5,681.15 E ENG22104.PRELIM DES.CONSULTING. 40840801 6710 Faclt CP - Cap Other HAMMEL GREEN AND ABRAHAMSON INC 3857-025-00 01/14/2025 20250404 5,000.00 Invoice: 3857-025-00 Public Works Gender Neutral Re 5,000.00 E FAC24107.DESIGN&BID. . 40840801 6710 Faclt CP - Cap Other CHECK 505617 TOTAL: 10,681.15 505618 04/04/2025 PRTD 104375 HOHENSTEINS INC 806055 03/25/2025 20250404 280.50 Invoice: 806055 280.50 5800 1356 Liquor BS - Inventory THC Bev HOHENSTEINS INC 806054 03/25/2025 20250404 1,218.55 Invoice: 806054 1,218.55 5800 1354 Liquor BS - Inv Beer HOHENSTEINS INC 806119 03/25/2025 20250404 1,235.55 Invoice: 806119 1,235.55 5800 1354 Liquor BS - Inv Beer HOHENSTEINS INC 806117 03/25/2025 20250404 684.00 Invoice: 806117 684.00 5800 1356 Liquor BS - Inventory THC Bev HOHENSTEINS INC 806118 03/25/2025 20250404 120.00 Invoice: 806118 120.00 5800 1355 Liquor BS - Inv Misc Page 114 of 1184 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/03/2025 11:05User: PBehrProgram ID: apcshdsb Page 26 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC HOHENSTEINS INC 802148 03/12/2025 20250404 36.00 Invoice: 802148 36.00 5800 1355 Liquor BS - Inv Misc HOHENSTEINS INC 806240 03/25/2025 20250404 147.00 Invoice: 806240 147.00 5800 1355 Liquor BS - Inv Misc HOHENSTEINS INC 806241 03/25/2025 20250404 936.00 Invoice: 806241 936.00 5800 1356 Liquor BS - Inventory THC Bev HOHENSTEINS INC 806242 03/25/2025 20250404 2,566.70 Invoice: 806242 2,566.70 5800 1354 Liquor BS - Inv Beer CHECK 505618 TOTAL: 7,224.30 505619 04/04/2025 PRTD 160569 MIDWEST WASH SYSTEMS 23904 01/17/2025 20250404 241.40 Invoice: 23904 241.40 63063001 6180 PW Fac - Rep&Maint CHECK 505619 TOTAL: 241.40 505620 04/04/2025 PRTD 160628 HYDRA POWER HYDRAULICS 28838 03/18/2025 20250404 320.63 Invoice: 28838 320.63 61061004 6530 PW Equip - ReprParts CHECK 505620 TOTAL: 320.63 505621 04/04/2025 PRTD 146427 LUCID BREWING LLC IN-242182 03/20/2025 20250404 88.00 Invoice: IN-242182 88.00 5800 1354 Liquor BS - Inv Beer LUCID BREWING LLC IN-242181 03/20/2025 20250404 375.00 Invoice: IN-242181 375.00 5800 1356 Liquor BS - Inventory THC Bev CHECK 505621 TOTAL: 463.00 505622 04/04/2025 PRTD 160653 INSIGHT BREWING COMPANY LLC 22586 03/20/2025 20250404 555.00 Invoice: 22586 555.00 5800 1356 Liquor BS - Inventory THC Bev INSIGHT BREWING COMPANY LLC 22597 03/20/2025 20250404 600.00 Invoice: 22597 600.00 5800 1356 Liquor BS - Inventory THC Bev Page 115 of 1184 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/03/2025 11:05User: PBehrProgram ID: apcshdsb Page 27 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC INSIGHT BREWING COMPANY LLC 22596 03/20/2025 20250404 115.29 Invoice: 22596 115.29 5800 1354 Liquor BS - Inv Beer CHECK 505622 TOTAL: 1,270.29 505623 04/04/2025 PRTD 160035 INTEGRATED PROCESS SOLUTIONS INC SI002834 01/10/2025 20250404 8,944.00 Invoice: SI002834 3,308.95 E PWK23009.CONST.SANI. . 59005910 1605 Sew BS - PurchCIP 5,635.05 E PWK25105.CONSTRUCTN. . 59005910 1605 Sew BS - PurchCIP CHECK 505623 TOTAL: 8,944.00 505624 04/04/2025 PRTD 143913 JACK PINE BREWERY LLC 5199 03/12/2025 20250404 200.86 Invoice: 5199 200.86 5800 1354 Liquor BS - Inv Beer CHECK 505624 TOTAL: 200.86 505625 04/04/2025 PRTD 161395 JERNELL, JASON 1251 01/08/2025 20250404 550.00 Invoice: 1251 550.00 71071001 6180 Main Bldng - Rep&Maint CHECK 505625 TOTAL: 550.00 505626 04/04/2025 PRTD 100828 JERRY'S ENTERPRISES INC 79877 03/13/2025 20250404 25.06 Invoice: 79877 25.06 17017006 6406 Bldg Maint - SupOther JERRY'S ENTERPRISES INC 79870 03/12/2025 20250404 16.35 Invoice: 79870 16.35 17017006 6406 Bldg Maint - SupOther JERRY'S ENTERPRISES INC 79864 03/12/2025 20250404 5.21 Invoice: 79864 5.21 17017001 6406 Mowing - SupOther JERRY'S ENTERPRISES INC 79889 03/14/2025 20250404 43.17 Invoice: 79889 43.17 59059003 6406 Wat Distr - SupOther JERRY'S ENTERPRISES INC 79904 03/18/2025 20250404 35.98 Invoice: 79904 35.98 14014001 6406 Gen Mntce - SupOther Page 116 of 1184 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/03/2025 11:05User: PBehrProgram ID: apcshdsb Page 28 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC JERRY'S ENTERPRISES INC 79924 03/20/2025 20250404 9.53 Invoice: 79924 F13T5/CW/BL 9.53 12012000 6406 Fire Gen - SupOther JERRY'S ENTERPRISES INC 79910 03/19/2025 20250404 30.71 Invoice: 79910 30.71 59059003 6406 Wat Distr - SupOther JERRY'S ENTERPRISES INC 79909 03/19/2025 20250404 23.83 Invoice: 79909 FA200WB TUBE F16T4/WW 23.83 12012000 6406 Fire Gen - SupOther JERRY'S ENTERPRISES INC 79908 03/19/2025 20250404 24.27 Invoice: 79908 24.27 17017006 6406 Bldg Maint - SupOther JERRY'S ENTERPRISES INC 79907 03/19/2025 20250404 17.06 Invoice: 79907 17.06 17017006 6406 Bldg Maint - SupOther CHECK 505626 TOTAL: 231.17 505627 04/04/2025 PRTD 102146 JESSEN PRESS INC 693009 03/14/2025 20250404 340.00 Invoice: 693009 Edina Fire Department Note Cards 340.00 12012000 6406 Fire Gen - SupOther JESSEN PRESS INC 692998 03/07/2025 20250404 559.00 Invoice: 692998 City Hall Letterhead 559.00 10410400 6513 Comm Gen - SupOffice CHECK 505627 TOTAL: 899.00 505628 04/04/2025 PRTD 161144 JIXXIE 2234 03/19/2025 20250404 480.00 Invoice: 2234 480.00 5800 1356 Liquor BS - Inventory THC Bev JIXXIE 2237 03/25/2025 20250404 540.00 Invoice: 2237 540.00 5800 1356 Liquor BS - Inventory THC Bev CHECK 505628 TOTAL: 1,020.00 505629 04/04/2025 PRTD 100835 ARTISAN BEER COMPANY 3754368 03/20/2025 20250404 323.00 Invoice: 3754368 323.00 5800 1356 Liquor BS - Inventory THC Bev ARTISAN BEER COMPANY 3754369 03/20/2025 20250404 1,343.00 Invoice: 3754369 Page 117 of 1184 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/03/2025 11:05User: PBehrProgram ID: apcshdsb Page 29 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC 1,343.00 5800 1354 Liquor BS - Inv Beer ARTISAN BEER COMPANY 3754373 03/20/2025 20250404 369.00 Invoice: 3754373 369.00 5800 1356 Liquor BS - Inventory THC Bev ARTISAN BEER COMPANY 3754372 03/20/2025 20250404 539.75 Invoice: 3754372 539.75 5800 1354 Liquor BS - Inv Beer ARTISAN BEER COMPANY 3754370 03/20/2025 20250404 33.80 Invoice: 3754370 33.80 5800 1356 Liquor BS - Inventory THC Bev ARTISAN BEER COMPANY 3754371 03/20/2025 20250404 1,185.05 Invoice: 3754371 1,185.05 5800 1354 Liquor BS - Inv Beer CHECK 505629 TOTAL: 3,793.60 505630 04/04/2025 PRTD 100835 PHILLIPS WINE & SPIRITS 6946863 03/20/2025 20250404 1,747.66 Invoice: 6946863 14.00 58058001 5512 50th Sell - CGS Liq 1,733.66 5800 1352 Liquor BS - Inv Liq PHILLIPS WINE & SPIRITS 6946862 03/20/2025 20250404 53.50 Invoice: 6946862 1.40 58058001 5515 50th Sell - CGS Other 52.10 5800 1355 Liquor BS - Inv Misc PHILLIPS WINE & SPIRITS 6946864 03/20/2025 20250404 388.20 Invoice: 6946864 4.20 58058001 5513 50th Sell - CGS Wine 384.00 5800 1353 Liquor BS - Inv Wine PHILLIPS WINE & SPIRITS 6946867 03/20/2025 20250404 810.55 Invoice: 6946867 12.60 58058001 5513 50th Sell - CGS Wine 797.95 5800 1353 Liquor BS - Inv Wine PHILLIPS WINE & SPIRITS 6946674 03/20/2025 20250404 178.80 Invoice: 6946674 2.80 58258201 5515 Grnd Sell - CGS Other 176.00 5800 1355 Liquor BS - Inv Misc PHILLIPS WINE & SPIRITS 6946875 03/20/2025 20250404 1,726.25 Invoice: 6946875 18.20 58258201 5512 Grnd Sell - CGS Liq 1,708.05 5800 1352 Liquor BS - Inv Liq PHILLIPS WINE & SPIRITS 6946870 03/20/2025 20250404 1,484.14 Page 118 of 1184 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/03/2025 11:05User: PBehrProgram ID: apcshdsb Page 30 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC Invoice: 6946870 14.00 58158101 5512 Sthdl Sell - CGS Liq 1,470.14 5800 1352 Liquor BS - Inv Liq PHILLIPS WINE & SPIRITS 6946873 03/20/2025 20250404 1,182.60 Invoice: 6946873 12.60 58158101 5513 Sthdl Sell - CGS Wine 1,170.00 5800 1353 Liquor BS - Inv Wine PHILLIPS WINE & SPIRITS 6946871 03/20/2025 20250404 647.00 Invoice: 6946871 7.00 58158101 5513 Sthdl Sell - CGS Wine 640.00 5800 1353 Liquor BS - Inv Wine PHILLIPS WINE & SPIRITS 6946866 03/20/2025 20250404 2.80 Invoice: 6946866 2.80 58158101 5513 Sthdl Sell - CGS Wine PHILLIPS WINE & SPIRITS 6946869 03/20/2025 20250404 142.90 Invoice: 6946869 2.80 58158101 5515 Sthdl Sell - CGS Other 140.10 5800 1355 Liquor BS - Inv Misc PHILLIPS WINE & SPIRITS 6946872 03/20/2025 20250404 2,131.65 Invoice: 6946872 46.20 58158101 5513 Sthdl Sell - CGS Wine 2,085.45 5800 1353 Liquor BS - Inv Wine PHILLIPS WINE & SPIRITS 6946878 03/20/2025 20250404 1,582.40 Invoice: 6946878 22.40 58258201 5513 Grnd Sell - CGS Wine 1,560.00 5800 1353 Liquor BS - Inv Wine PHILLIPS WINE & SPIRITS 6946877 03/20/2025 20250404 916.90 Invoice: 6946877 21.00 58258201 5513 Grnd Sell - CGS Wine 895.90 5800 1353 Liquor BS - Inv Wine PHILLIPS WINE & SPIRITS 6946876 03/20/2025 20250404 517.60 Invoice: 6946876 5.60 58258201 5513 Grnd Sell - CGS Wine 512.00 5800 1353 Liquor BS - Inv Wine PHILLIPS WINE & SPIRITS 6946865 03/20/2025 20250404 7.00 Invoice: 6946865 7.00 58258201 5513 Grnd Sell - CGS Wine CHECK 505630 TOTAL: 13,519.95 Page 119 of 1184 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/03/2025 11:05User: PBehrProgram ID: apcshdsb Page 31 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC 505631 04/04/2025 PRTD 100835 WINE MERCHANTS 7512199 03/20/2025 20250404 6,340.02 Invoice: 7512199 22.40 58058001 5513 50th Sell - CGS Wine 6,317.62 5800 1353 Liquor BS - Inv Wine WINE MERCHANTS 7512200 03/20/2025 20250404 6,086.40 Invoice: 7512200 22.40 58158101 5513 Sthdl Sell - CGS Wine 6,064.00 5800 1353 Liquor BS - Inv Wine WINE MERCHANTS 7512258 03/20/2025 20250404 296.00 Invoice: 7512258 296.00 5800 1353 Liquor BS - Inv Wine CHECK 505631 TOTAL: 12,722.42 505632 04/04/2025 PRTD 100835 JOHNSON BROTHERS LIQUOR CO 2750887 03/20/2025 20250404 1,456.56 Invoice: 2750887 12.60 58058001 5512 50th Sell - CGS Liq 1,443.96 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2750889 03/20/2025 20250404 2,370.16 Invoice: 2750889 15.40 58058001 5512 50th Sell - CGS Liq 2,354.76 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2750890 03/20/2025 20250404 55.40 Invoice: 2750890 1.40 58058001 5512 50th Sell - CGS Liq 54.00 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2750893 03/20/2025 20250404 100.40 Invoice: 2750893 1.40 58058001 5512 50th Sell - CGS Liq 99.00 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2750888 03/20/2025 20250404 .23 Invoice: 2750888 .23 58058001 5512 50th Sell - CGS Liq JOHNSON BROTHERS LIQUOR CO 2750886 03/20/2025 20250404 509.54 Invoice: 2750886 5.60 58058001 5513 50th Sell - CGS Wine 503.94 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 2750891 03/20/2025 20250404 401.80 Invoice: 2750891 9.80 58058001 5513 50th Sell - CGS Wine 392.00 5800 1353 Liquor BS - Inv Wine Page 120 of 1184 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/03/2025 11:05User: PBehrProgram ID: apcshdsb Page 32 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC JOHNSON BROTHERS LIQUOR CO 2750892 03/20/2025 20250404 124.20 Invoice: 2750892 4.20 58058001 5513 50th Sell - CGS Wine 120.00 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 6946868 03/20/2025 20250404 525.60 Invoice: 6946868 5.60 58058001 5513 50th Sell - CGS Wine 520.00 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 2750904 03/20/2025 20250404 4,768.43 Invoice: 2750904 29.40 58258201 5512 Grnd Sell - CGS Liq 4,739.03 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2750906 03/20/2025 20250404 635.20 Invoice: 2750906 11.20 58258201 5512 Grnd Sell - CGS Liq 624.00 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2750894 03/20/2025 20250404 119.80 Invoice: 2750894 2.80 58258201 5512 Grnd Sell - CGS Liq 117.00 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2750903 03/20/2025 20250404 1,785.34 Invoice: 2750903 18.20 58258201 5512 Grnd Sell - CGS Liq 1,767.14 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2750901 03/20/2025 20250404 361.20 Invoice: 2750901 4.20 58158101 5512 Sthdl Sell - CGS Liq 357.00 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2750900 03/20/2025 20250404 244.20 Invoice: 2750900 4.20 58158101 5512 Sthdl Sell - CGS Liq 240.00 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2750896 03/20/2025 20250404 2,371.73 Invoice: 2750896 21.00 58158101 5512 Sthdl Sell - CGS Liq 2,350.73 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2750899 03/20/2025 20250404 571.20 Invoice: 2750899 11.20 58158101 5513 Sthdl Sell - CGS Wine 560.00 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 2750898 03/20/2025 20250404 823.40 Invoice: 2750898 Page 121 of 1184 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/03/2025 11:05User: PBehrProgram ID: apcshdsb Page 33 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC 15.40 58158101 5513 Sthdl Sell - CGS Wine 808.00 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 2750895 03/20/2025 20250404 956.81 Invoice: 2750895 12.60 58158101 5513 Sthdl Sell - CGS Wine 944.21 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 2750897 03/20/2025 20250404 3,541.95 Invoice: 2750897 23.80 58158101 5512 Sthdl Sell - CGS Liq 3,518.15 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2750907 03/20/2025 20250404 408.40 Invoice: 2750907 8.40 58258201 5513 Grnd Sell - CGS Wine 400.00 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 2750905 03/20/2025 20250404 400.20 Invoice: 2750905 4.20 58258201 5513 Grnd Sell - CGS Wine 396.00 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 2750902 03/20/2025 20250404 534.13 Invoice: 2750902 7.00 58258201 5513 Grnd Sell - CGS Wine 527.13 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 2741577 03/06/2025 20250404 460.40 Invoice: 2741577 8.40 58158101 5513 Sthdl Sell - CGS Wine 452.00 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 128939 03/20/2025 20250404 -22.50 Invoice: 128939 -22.50 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 127647 03/07/2025 20250404 -73.35 Invoice: 127647 -73.35 5800 1353 Liquor BS - Inv Wine CHECK 505632 TOTAL: 23,430.43 505633 04/04/2025 PRTD 145396 JUNKYARD BREWING COMPANY LLC 007620 03/12/2025 20250404 372.00 Invoice: 007620 372.00 5800 1354 Liquor BS - Inv Beer CHECK 505633 TOTAL: 372.00 Page 122 of 1184 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/03/2025 11:05User: PBehrProgram ID: apcshdsb Page 34 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC 505634 04/04/2025 PRTD 160539 KRAUS-ANDERSON CONSTRUCTION COMPA 2310256-14 03/13/2025 20250404 1,002,469.13 Invoice: 2310256-14 Community Health & Safety Cent 1,002,469.13 E FIR21008.CONSTRUCTN. . 40500000 6713 Fire CP - CapBldStrc CHECK 505634 TOTAL: 1,002,469.13 505635 04/04/2025 PRTD 101220 LANO EQUIPMENT INC 01-1139979 03/18/2025 20250404 1,300.00 Invoice: 01-1139979 1,300.00 40840801 6180 Faclt CP - Rep&Maint LANO EQUIPMENT INC 01-1140461 03/20/2025 20250404 38.33 Invoice: 01-1140461 38.33 61061013 6530 Cent Equip - ReprParts LANO EQUIPMENT INC 01-1140211 03/18/2025 20250404 20.71 Invoice: 01-1140211 20.71 61061009 6530 Pk Mant Eq - ReprParts CHECK 505635 TOTAL: 1,359.04 505636 04/04/2025 PRTD 100852 LAWSON PRODUCTS INC 9312313378 03/16/2025 20250404 1,228.51 Invoice: 9312313378 1,228.51 61061004 6530 PW Equip - ReprParts LAWSON PRODUCTS INC 9312327548 03/20/2025 20250404 375.39 Invoice: 9312327548 375.39 61061004 6530 PW Equip - ReprParts CHECK 505636 TOTAL: 1,603.90 505637 04/04/2025 PRTD 101552 BERKLEY RISK ADMINISTRATORS CO 40008059-02/2025 02/28/2025 20250404 940.00 Invoice: 40008059-02/2025 Property/Casualty Coverage Premium 940.00 72000000 6406 MN TF 1 - SupOther CHECK 505637 TOTAL: 940.00 505638 04/04/2025 PRTD 135867 LIBATION PROJECT 86745 03/25/2025 20250404 699.96 Invoice: 86745 12.00 58058001 5513 50th Sell - CGS Wine 687.96 5800 1353 Liquor BS - Inv Wine LIBATION PROJECT 86744 03/25/2025 20250404 752.04 Invoice: 86744 12.00 58258201 5513 Grnd Sell - CGS Wine 740.04 5800 1353 Liquor BS - Inv Wine Page 123 of 1184 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/03/2025 11:05User: PBehrProgram ID: apcshdsb Page 35 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC LIBATION PROJECT 86743 03/25/2025 20250404 842.00 Invoice: 86743 14.00 58158101 5513 Sthdl Sell - CGS Wine 828.00 5800 1353 Liquor BS - Inv Wine CHECK 505638 TOTAL: 2,294.00 505639 04/04/2025 PRTD 161393 LINCOLN NATIONAL LIFE INSURANCE C 956897-0/JAN 2025 03/28/2025 20250404 2,270.68 Invoice: 956897-0/JAN 2025 JAN 2025 ACCIDENT, CRITICAL, HOSPITAL 2,270.68 9000 2033 Payroll BS - Acdtl&Crit LINCOLN NATIONAL LIFE INSURANCE C 956897-0/FEB 2025 03/28/2025 20250404 2,232.64 Invoice: 956897-0/FEB 2025 FEB 2025 ACCIDENT, CRITICAL, HOSPITAL 2,232.64 9000 2033 Payroll BS - Acdtl&Crit LINCOLN NATIONAL LIFE INSURANCE C 956897-0/MAR 2025 03/28/2025 20250404 2,268.56 Invoice: 956897-0/MAR 2025 MAR 2025 ACCIDENT, CRITICAL, HOSPITAL 2,268.56 9000 2033 Payroll BS - Acdtl&Crit LINCOLN NATIONAL LIFE INSURANCE C 956897-1/JAN 2025 03/28/2025 20250404 10,233.80 Invoice: 956897-1/JAN 2025 JAN 2025 BASIC AND VOLUNTARY LIFE AND AD&D 10,233.80 9000 2026 Payroll BS - Life Ins LINCOLN NATIONAL LIFE INSURANCE C 956897-2/JAN 2025 03/28/2025 20250404 296.20 Invoice: 956897-2/JAN 2025 JAN 2025 BASIC AND VOLUNTARY LIFE & AD&D NONACTIVE 296.20 60060004 6043 Other Insr - Cobra LINCOLN NATIONAL LIFE INSURANCE C 956897-1/FEB 2025 03/28/2025 20250404 10,243.05 Invoice: 956897-1/FEB 2025 FEB 2025 BASIC AND VOLUNTARY LIFE AND AD&D 10,243.05 9000 2026 Payroll BS - Life Ins LINCOLN NATIONAL LIFE INSURANCE C 956897-1/MAR 2025 03/28/2025 20250404 10,416.05 Invoice: 956897-1/MAR 2025 MAR 2025 BASIC AND VOLUNTARY LIFE AND AD&D 10,416.05 9000 2026 Payroll BS - Life Ins LINCOLN NATIONAL LIFE INSURANCE C 956897-2/MAR 2025 03/28/2025 20250404 296.20 Invoice: 956897-2/MAR 2025 MAR 2025 BASIC AND VOLUNTARY LIFE & AD&D NONACTIVE 296.20 60060004 6043 Other Insr - Cobra LINCOLN NATIONAL LIFE INSURANCE C 956897-3/JAN 2025 03/28/2025 20250404 5,778.60 Invoice: 956897-3/JAN 2025 JAN 2025 VOLUNTARY LTD 5,778.60 9000 2031 Payroll BS - LT/ST Disability LINCOLN NATIONAL LIFE INSURANCE C 956897-3/FEB 2025 03/28/2025 20250404 5,804.53 Invoice: 956897-3/FEB 2025 FEB 2025 VOLUNTARY LTD 5,804.53 9000 2031 Payroll BS - LT/ST Disability LINCOLN NATIONAL LIFE INSURANCE C 956897-3/MAR 2025 03/28/2025 20250404 5,832.17 Invoice: 956897-3/MAR 2025 MAR 2025 VOLUNTARY LTD 5,832.17 9000 2031 Payroll BS - LT/ST Disability Page 124 of 1184 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/03/2025 11:05User: PBehrProgram ID: apcshdsb Page 36 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC LINCOLN NATIONAL LIFE INSURANCE C 956897-4/JAN 2025 03/28/2025 20250404 2,716.77 Invoice: 956897-4/JAN 2025 JAN 2025 VOLUNTARY STD 2,716.77 9000 2031 Payroll BS - LT/ST Disability LINCOLN NATIONAL LIFE INSURANCE C 956897-4/FEB 2025 03/28/2025 20250404 2,729.33 Invoice: 956897-4/FEB 2025 FEB 2025 VOLUNTARY STD 2,729.33 9000 2031 Payroll BS - LT/ST Disability LINCOLN NATIONAL LIFE INSURANCE C 956897-4/MAR 2025 03/28/2025 20250404 2,767.25 Invoice: 956897-4/MAR 2025 MAR 2025 VOLUNTARY STD 2,767.25 9000 2031 Payroll BS - LT/ST Disability LINCOLN NATIONAL LIFE INSURANCE C 956897-2/FEB 2025 03/28/2025 20250404 296.20 Invoice: 956897-2/FEB 2025 FEB 2025 BASIC AND VOLUNTARY LIFE & AD&D NONACTIVE 296.20 60060004 6043 Other Insr - Cobra CHECK 505639 TOTAL: 64,182.03 505640 04/04/2025 PRTD 100858 LOGIS 114079 01/31/2025 20250404 750.00 Invoice: 114079 PIMS API Intergration - Quarterly 750.00 12100000 6103 Build Insp - Prof Svrs CHECK 505640 TOTAL: 750.00 505641 04/04/2025 PRTD 160548 LUCE LINE BREWING CO LLC E-3624 03/20/2025 20250404 130.00 Invoice: E-3624 130.00 5800 1354 Liquor BS - Inv Beer CHECK 505641 TOTAL: 130.00 505642 04/04/2025 PRTD 141916 LUPULIN BREWING COMPANY 65677 03/19/2025 20250404 138.00 Invoice: 65677 138.00 5800 1354 Liquor BS - Inv Beer LUPULIN BREWING COMPANY 65741 03/24/2025 20250404 129.00 Invoice: 65741 129.00 5800 1354 Liquor BS - Inv Beer CHECK 505642 TOTAL: 267.00 505643 04/04/2025 PRTD 123848 LVC COMPANIES INC 165493 03/20/2025 20250404 376.00 Invoice: 165493 Two year contract extension 376.00 15515500 6102 Faclt Gen - Contr Svrs LVC COMPANIES INC 165437 03/20/2025 20250404 546.00 Invoice: 165437 Two year contract extension 546.00 15515500 6102 Faclt Gen - Contr Svrs Page 125 of 1184 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/03/2025 11:05User: PBehrProgram ID: apcshdsb Page 37 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC CHECK 505643 TOTAL: 922.00 505644 04/04/2025 PRTD 134063 MANSFIELD OIL COMPANY 26276140 03/06/2025 20250404 13,356.25 Invoice: 26276140 13,356.25 61061004 6581 PW Equip - Gasoline MANSFIELD OIL COMPANY 26276276 03/06/2025 20250404 12,198.86 Invoice: 26276276 12,198.86 61061004 6581 PW Equip - Gasoline CHECK 505644 TOTAL: 25,555.11 505645 04/04/2025 PRTD 141215 MAVERICK WINE LLC INV1543250 03/19/2025 20250404 825.12 Invoice: INV1543250 9.00 58058001 5513 50th Sell - CGS Wine 816.12 5800 1353 Liquor BS - Inv Wine MAVERICK WINE LLC INV1543249 03/19/2025 20250404 385.64 Invoice: INV1543249 3.00 58258201 5512 Grnd Sell - CGS Liq 382.64 5800 1352 Liquor BS - Inv Liq MAVERICK WINE LLC INV1543248 03/19/2025 20250404 659.04 Invoice: INV1543248 3.00 58158101 5512 Sthdl Sell - CGS Liq 656.04 5800 1352 Liquor BS - Inv Liq MAVERICK WINE LLC INV1543218 03/19/2025 20250404 512.46 Invoice: INV1543218 4.50 58158101 5513 Sthdl Sell - CGS Wine 507.96 5800 1353 Liquor BS - Inv Wine MAVERICK WINE LLC INV1545130/1545077 03/20/2025 20250404 1,579.62 Invoice: INV1545130/1545077 19.50 58258201 5513 Grnd Sell - CGS Wine 1,560.12 5800 1353 Liquor BS - Inv Wine CHECK 505645 TOTAL: 3,961.88 505646 04/04/2025 PRTD 103944 MOBILE HEALTH SERVICES LLC 47123 03/14/2025 20250404 84.00 Invoice: 47123 84.00 13013000 6175 Pol Ad Gen - EmpExams MOBILE HEALTH SERVICES LLC 47122 03/14/2025 20250404 42.00 Invoice: 47122 42.00 13013000 6175 Pol Ad Gen - EmpExams Page 126 of 1184 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/03/2025 11:05User: PBehrProgram ID: apcshdsb Page 38 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC CHECK 505646 TOTAL: 126.00 505647 04/04/2025 PRTD 146040 MEGA BEER LLC IN-22688 03/20/2025 20250404 74.25 Invoice: IN-22688 74.25 5800 1354 Liquor BS - Inv Beer CHECK 505647 TOTAL: 74.25 505648 04/04/2025 PRTD 101483 MENARDS 42264 03/20/2025 20250404 112.88 Invoice: 42264 112.88 14014001 6406 Gen Mntce - SupOther CHECK 505648 TOTAL: 112.88 505649 04/04/2025 PRTD 101483 MENARDS 19929-1 03/06/2025 20250404 80.04 Invoice: 19929-1 80.04 17017006 6406 Bldg Maint - SupOther MENARDS 20145 03/10/2025 20250404 155.96 Invoice: 20145 155.96 17017004 6406 Tree & Mnt - SupOther MENARDS 20264 03/12/2025 20250404 58.16 Invoice: 20264 58.16 17017003 6540 GH & Hort - SdFertWeed MENARDS 20374 03/14/2025 20250404 90.90 Invoice: 20374 90.90 17017006 6406 Bldg Maint - SupOther MENARDS 20213 03/11/2025 20250404 294.65 Invoice: 20213 294.65 17017006 6577 Bldg Maint - Lumber MENARDS 20323 03/13/2025 20250404 33.94 Invoice: 20323 33.94 17017001 6530 Mowing - ReprParts MENARDS 20499 03/17/2025 20250404 65.56 Invoice: 20499 65.56 14014006 6406 Snow Rem - SupOther MENARDS 20495-03/17/2025 03/17/2025 20250404 225.95 Invoice: 20495-03/17/2025 225.95 52052000 6406 Golf Gen - SupOther MENARDS 20506 03/17/2025 20250404 21.38 Invoice: 20506 21.38 17017006 6406 Bldg Maint - SupOther Page 127 of 1184 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/03/2025 11:05User: PBehrProgram ID: apcshdsb Page 39 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC MENARDS 20626 03/19/2025 20250404 36.20 Invoice: 20626 36.20 14014001 6406 Gen Mntce - SupOther MENARDS 20602 03/19/2025 20250404 88.50 Invoice: 20602 88.50 63063001 6180 PW Fac - Rep&Maint MENARDS 20551 03/18/2025 20250404 414.95 Invoice: 20551 414.95 52052000 6406 Golf Gen - SupOther MENARDS 20552 03/18/2025 20250404 52.87 Invoice: 20552 52.87 17017006 6406 Bldg Maint - SupOther MENARDS 20555 03/18/2025 20250404 263.75 Invoice: 20555 263.75 55055001 6180 Bldg/Grnds - Rep&Maint MENARDS 20568 03/18/2025 20250404 126.30 Invoice: 20568 126.30 17017006 6406 Bldg Maint - SupOther CHECK 505649 TOTAL: 2,009.11 505650 04/04/2025 PRTD 161355 METRONOME BREWERY LLC 1530 03/19/2025 20250404 112.96 Invoice: 1530 112.96 5800 1354 Liquor BS - Inv Beer METRONOME BREWERY LLC 1529 03/18/2025 20250404 112.96 Invoice: 1529 112.96 5800 1354 Liquor BS - Inv Beer METRONOME BREWERY LLC 1528 03/18/2025 20250404 112.96 Invoice: 1528 112.96 5800 1354 Liquor BS - Inv Beer CHECK 505650 TOTAL: 338.88 505651 04/04/2025 PRTD 100886 METROPOLITAN COUNCIL 0001185086 03/17/2025 20250404 259.88 Invoice: 0001185086 CITY OF EDINA (W052) -WATER TREATMENT #4 259.88 59159104 6302 Sew Treat - Sew Serv CHECK 505651 TOTAL: 259.88 Page 128 of 1184 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/03/2025 11:05User: PBehrProgram ID: apcshdsb Page 40 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC 505652 04/04/2025 PRTD 100886 METROPOLITAN COUNCIL 0001185092 03/17/2025 20250404 248.23 Invoice: 0001185092 CITY OF EDINA (W072) WATER TREATMENT #2 248.23 59159104 6302 Sew Treat - Sew Serv CHECK 505652 TOTAL: 248.23 505653 04/04/2025 PRTD 100886 METROPOLITAN COUNCIL 0001185094 03/17/2025 20250404 516.61 Invoice: 0001185094 CITY OF EDINA (W074) -WATER TREATMENT #6 516.61 59159104 6302 Sew Treat - Sew Serv CHECK 505653 TOTAL: 516.61 505654 04/04/2025 PRTD 100886 METROPOLITAN COUNCIL 0001185093 03/17/2025 20250404 3,713.08 Invoice: 0001185093 CITY OF EDINA (W073) -WATER TREATMENT #3 3,713.08 59159104 6302 Sew Treat - Sew Serv CHECK 505654 TOTAL: 3,713.08 505655 04/04/2025 PRTD 100886 METROPOLITAN COUNCIL 0001185237 04/01/2025 20250404 550,052.02 Invoice: 0001185237 Waste Water Services Def Rev 550,052.02 59159104 6302 Sew Treat - Sew Serv CHECK 505655 TOTAL: 550,052.02 505656 04/04/2025 PRTD 101161 MIDWEST CHEMICAL SUPPLY INC 56447 03/20/2025 20250404 661.90 Invoice: 56447 Can liners, tides, tissues and hand towels 661.90 12012000 6406 Fire Gen - SupOther MIDWEST CHEMICAL SUPPLY INC 56448 03/20/2025 20250404 191.72 Invoice: 56448 191.72 63063000 6511 City Hall - SupCustod CHECK 505656 TOTAL: 853.62 505657 04/04/2025 PRTD 142773 MIDWEST GROUNDCOVER 25026 03/18/2025 20250404 9,240.00 Invoice: 25026 9,240.00 17017006 6103 Bldg Maint - Prof Svrs CHECK 505657 TOTAL: 9,240.00 505658 04/04/2025 PRTD 127062 MINNEHAHA BUILDING MAINTENANCE IN 180284437 03/16/2025 20250404 6.41 Invoice: 180284437 6.41 58058000 6162 50th AdGe - CustodSvs MINNEHAHA BUILDING MAINTENANCE IN 180284438 03/16/2025 20250404 24.58 Page 129 of 1184 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/03/2025 11:05User: PBehrProgram ID: apcshdsb Page 41 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC Invoice: 180284438 24.58 58158100 6162 Sthdl AdGe - CustodSvs MINNEHAHA BUILDING MAINTENANCE IN 180284439 03/16/2025 20250404 18.17 Invoice: 180284439 18.17 58258200 6162 Grnd AdGe - CustodSvs CHECK 505658 TOTAL: 49.16 505659 04/04/2025 PRTD 100522 MINNESOTA AIR INC 7239894-01 03/21/2025 20250404 28.51 Invoice: 7239894-01 28.51 52052005 6180 Clubhouse - Rep&Maint CHECK 505659 TOTAL: 28.51 505660 04/04/2025 PRTD 136248 MINNESOTA EQUIPMENT INC P41522 03/18/2025 20250404 107.36 Invoice: P41522 107.36 17017001 6530 Mowing - ReprParts MINNESOTA EQUIPMENT INC P41521 03/18/2025 20250404 -107.36 Invoice: P41521 -107.36 17017001 6530 Mowing - ReprParts MINNESOTA EQUIPMENT INC P41520 03/18/2025 20250404 107.36 Invoice: P41520 107.36 17017001 6406 Mowing - SupOther CHECK 505660 TOTAL: 107.36 505661 04/04/2025 PRTD 100252 ST. CLOUD STATE UNIVERISITY 337900-11573 03/17/2025 20250404 525.00 Invoice: 337900-11573 EVOC/PIT Refresher Hybrid 525.00 13013000 6104 Pol Ad Gen - Conf&Schls CHECK 505661 TOTAL: 525.00 505662 04/04/2025 PRTD 100252 MINNESOTA STATE COLLEGES AND UNIV CI0000008398 03/28/2025 20250404 400.00 Invoice: CI0000008398 Contract #25H164- Shuan White 400.00 12012000 6104 Fire Gen - Conf&Schls CHECK 505662 TOTAL: 400.00 505663 04/04/2025 PRTD 128914 BJKK DEVELOPMENT 37501 03/06/2025 20250404 94.75 Invoice: 37501 Meet Lindsay 3601 55th St W & 7128 Mark Terrace Dr 94.75 12100000 6575 Build Insp - Printing BJKK DEVELOPMENT 37534 03/12/2025 20250404 144.68 Invoice: 37534 Page 130 of 1184 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/03/2025 11:05User: PBehrProgram ID: apcshdsb Page 42 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC 144.68 12100000 6575 Build Insp - Printing BJKK DEVELOPMENT 37557 03/15/2025 20250404 22.00 Invoice: 37557 200 Cards Rasmussen 22.00 13013000 6575 Pol Ad Gen - Printing BJKK DEVELOPMENT 37562 03/18/2025 20250404 2,532.01 Invoice: 37562 32 Books,Budget 2025-2030 2,532.01 10800000 6575 Finance - Printing CHECK 505663 TOTAL: 2,793.44 505664 04/04/2025 PRTD 160669 MIZUNO USA INC 8931541 RI 03/24/2025 20250404 195.20 Invoice: 8931541 RI 13.80 52052006 5510 Ret Sales - CGS 181.40 52005200 1356 Course BS - Inventory CHECK 505664 TOTAL: 195.20 505665 04/04/2025 PRTD 160300 MN MECHANICAL SOLUTIONS INC 25-08 03/11/2025 20250404 6,420.00 Invoice: 25-08 6,420.00 E PW23013 .CONST.WAT . . 59005900 1605 Wat BS - PurchCIP CHECK 505665 TOTAL: 6,420.00 505666 04/04/2025 PRTD 140955 MODIST BREWING LLC E-57769 03/25/2025 20250404 170.70 Invoice: E-57769 170.70 5800 1354 Liquor BS - Inv Beer MODIST BREWING LLC E-57770 03/25/2025 20250404 148.00 Invoice: E-57770 148.00 5800 1354 Liquor BS - Inv Beer CHECK 505666 TOTAL: 318.70 505667 04/04/2025 PRTD 126981 MOST DEPENDABLE FOUNTAINS INC INV81988 01/15/2025 20250404 5,475.00 Invoice: INV81988 5,475.00 17017006 6530 Bldg Maint - ReprParts MOST DEPENDABLE FOUNTAINS INC INV82133 01/30/2025 20250404 1,710.00 Invoice: INV82133 1,710.00 17017006 6530 Bldg Maint - ReprParts CHECK 505667 TOTAL: 7,185.00 Page 131 of 1184 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/03/2025 11:05User: PBehrProgram ID: apcshdsb Page 43 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC 505668 04/04/2025 PRTD 160383 MSP AIRPORT FIRE DEPARTMENT MSPFD-03/25-1 03/11/2025 20250404 2,406.96 Invoice: MSPFD-03/25-1 MN-TF1 OT/BF REIMBURSEMENT REQUEST 2,406.96 72000000 6406 MN TF 1 - SupOther CHECK 505668 TOTAL: 2,406.96 505669 04/04/2025 PRTD 100906 MTI DISTRIBUTING INC 1465097-00 03/20/2025 20250404 509.24 Invoice: 1465097-00 509.24 17017001 6530 Mowing - ReprParts CHECK 505669 TOTAL: 509.24 505670 04/04/2025 PRTD 100076 NEW FRANCE WINE CO 239724 03/20/2025 20250404 307.50 Invoice: 239724 7.50 58058001 5513 50th Sell - CGS Wine 300.00 5800 1353 Liquor BS - Inv Wine NEW FRANCE WINE CO 239962 03/21/2025 20250404 236.50 Invoice: 239962 2.50 58058001 5512 50th Sell - CGS Liq 234.00 5800 1352 Liquor BS - Inv Liq NEW FRANCE WINE CO 239736 03/19/2025 20250404 248.50 Invoice: 239736 2.50 58258201 5512 Grnd Sell - CGS Liq 246.00 5800 1352 Liquor BS - Inv Liq NEW FRANCE WINE CO 239735 03/19/2025 20250404 403.50 Invoice: 239735 7.50 58258201 5513 Grnd Sell - CGS Wine 396.00 5800 1353 Liquor BS - Inv Wine NEW FRANCE WINE CO 239729 03/19/2025 20250404 407.50 Invoice: 239729 7.50 58158101 5513 Sthdl Sell - CGS Wine 400.00 5800 1353 Liquor BS - Inv Wine NEW FRANCE WINE CO 240172 03/25/2025 20250404 367.50 Invoice: 240172 7.50 58258201 5513 Grnd Sell - CGS Wine 360.00 5800 1353 Liquor BS - Inv Wine CHECK 505670 TOTAL: 1,971.00 505671 04/04/2025 PRTD 134457 NEW LOOK CONTRACTING INC ENG 24-3-9 02/21/2025 20250404 85,697.16 Invoice: ENG 24-3-9 ENG 24-3 Southdale B Roadway R 2,859.07 E ENG24100.CONSTRUCTN.CNTRCT PMT. Page 132 of 1184 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/03/2025 11:05User: PBehrProgram ID: apcshdsb Page 44 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC 44044000 6715 Streets - CapInfrast 4,262.09 E ENG24100.CONST.STRM.CNTRCT PMT. 59005920 1605 Stm BS - PurchCIP 78,576.00 E ENG24100.CONST.SANI.CNTRCT PMT. 59005910 1605 Sew BS - PurchCIP CHECK 505671 TOTAL: 85,697.16 505672 04/04/2025 PRTD 142201 NLSC PRODUCTS INC 136573 03/14/2025 20250404 22.00 Invoice: 136573 22.00 17017006 6180 Bldg Maint - Rep&Maint CHECK 505672 TOTAL: 22.00 505673 04/04/2025 PRTD 104232 NORTHERN SAFETY TECHNOLOGY INC 59170 03/20/2025 20250404 141.44 Invoice: 59170 141.44 61061015 6530 Utl Equip - ReprParts NORTHERN SAFETY TECHNOLOGY INC 59163 03/20/2025 20250404 896.10 Invoice: 59163 896.10 61061005 6530 Police Eq - ReprParts CHECK 505673 TOTAL: 1,037.54 505674 04/04/2025 PRTD 999998 Ahmed Hassan E24-937855 04/02/2025 20250404 445.00 Invoice: E24-937855 Ambulance Refund 445.00 12012000 4329 Fire Gen - Ambulance CHECK 505674 TOTAL: 445.00 505675 04/04/2025 PRTD 999995 BOLLIG & SONS ED218731-REFUND 03/28/2025 20250404 2,500.00 Invoice: ED218731-REFUND ED218731 5501 Mirror Lakes Dr 2,500.00 1000 2064 GF Bal Sh - BldgEscrow CHECK 505675 TOTAL: 2,500.00 505676 04/04/2025 PRTD 999995 BOLLIG & SONS ED217646-REFUND 03/20/2025 20250404 2,500.00 Invoice: ED217646-REFUND ED217646 Escrow Refund 5504 Dundee Rd 2,500.00 1000 2064 GF Bal Sh - BldgEscrow CHECK 505676 TOTAL: 2,500.00 Page 133 of 1184 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/03/2025 11:05User: PBehrProgram ID: apcshdsb Page 45 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC 505677 04/04/2025 PRTD 999995 JS Stewart Companies Inc ED215577-REFUND 03/18/2025 20250404 2,500.00 Invoice: ED215577-REFUND ED215577 5121 Juanita Ave 2,500.00 1000 2064 GF Bal Sh - BldgEscrow CHECK 505677 TOTAL: 2,500.00 505678 04/04/2025 PRTD 999995 PURE MECHANICAL LLC ED219769-REFUND 03/28/2025 20250404 65.92 Invoice: ED219769-REFUND ED219769 6125 Ewing Ave S 65.92 12100000 4112 Build Insp - Perm Plmbg CHECK 505678 TOTAL: 65.92 505679 04/04/2025 PRTD 999995 TC Homebuilders Inc ED217258-REFUND 03/24/2025 20250404 2,500.00 Invoice: ED217258-REFUND ED217258 Demo Escrow 5612 Johnson Dr 2,500.00 1000 2064 GF Bal Sh - BldgEscrow CHECK 505679 TOTAL: 2,500.00 505680 04/04/2025 PRTD 999994 4Front Energy Solutions Inc ED219607-Refund 03/24/2025 20250404 65.92 Invoice: ED219607-Refund ED219607 80% of permit fee 5318 Malibu Dr 65.92 12100000 4112 Build Insp - Perm Plmbg CHECK 505680 TOTAL: 65.92 505681 04/04/2025 PRTD 999996 PRISCILLA BAROTT 84138320-REFUND 03/18/2025 20250404 10.00 Invoice: 84138320-REFUND Refund History Program 10.00 1000 2015 GF Bal Sh - Refund Pay CHECK 505681 TOTAL: 10.00 505682 04/04/2025 PRTD 101659 ORKIN 276265597 03/17/2025 20250404 30.00 Invoice: 276265597 acct 28438083 CITY OF EDINA - NO PARKING RAMP 30.00 15515500 6102 Faclt Gen - Contr Svrs ORKIN 276265303 03/17/2025 20250404 149.47 Invoice: 276265303 acct 28464293 City Hall 149.47 15515500 6102 Faclt Gen - Contr Svrs ORKIN 276265560 03/17/2025 20250404 32.10 Invoice: 276265560 CITY OF EDINA - ATHLETIC STORAGE 32.10 15515500 6102 Faclt Gen - Contr Svrs ORKIN 276264613 03/18/2025 20250404 153.42 Invoice: 276264613 acct 28650543 CAHILL SCHOOL/MINNEHAHA 153.42 15515500 6102 Faclt Gen - Contr Svrs Page 134 of 1184 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/03/2025 11:05User: PBehrProgram ID: apcshdsb Page 46 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC ORKIN 276265210 03/17/2025 20250404 26.28 Invoice: 276265210 acct 28438083 SO PARKING RAMP 26.28 15515500 6102 Faclt Gen - Contr Svrs CHECK 505682 TOTAL: 391.27 505683 04/04/2025 PRTD 136189 P&W GOLF SUPPLY LLC INV143965 03/20/2025 20250404 476.26 Invoice: INV143965 476.26 57057000 6406 General - SupOther CHECK 505683 TOTAL: 476.26 505684 04/04/2025 PRTD 142748 PARMAN ENERGY GROUP LLC 0293254-IN 03/18/2025 20250404 6,379.11 Invoice: 0293254-IN 6,379.11 61061004 6584 PW Equip - Lubricants CHECK 505684 TOTAL: 6,379.11 505685 04/04/2025 PRTD 100944 PAUSTIS WINE COMPANY 261705 03/25/2025 20250404 736.50 Invoice: 261705 10.50 58158101 5513 Sthdl Sell - CGS Wine 726.00 5800 1353 Liquor BS - Inv Wine PAUSTIS WINE COMPANY 261703 03/25/2025 20250404 726.50 Invoice: 261703 12.50 58058001 5513 50th Sell - CGS Wine 714.00 5800 1353 Liquor BS - Inv Wine CHECK 505685 TOTAL: 1,463.00 505686 04/04/2025 PRTD 100945 PEPSI-COLA COMPANY 85357001 03/24/2025 20250404 759.17 Invoice: 85357001 759.17 55055002 5510 Concession - CGS PEPSI-COLA COMPANY 79931009 03/21/2025 20250404 417.85 Invoice: 79931009 417.85 5800 1355 Liquor BS - Inv Misc CHECK 505686 TOTAL: 1,177.02 505687 04/04/2025 PRTD 160261 PETERSON, RACHAEL MARCH 2025 03/03/2025 20250404 480.00 Invoice: MARCH 2025 480.00 13013000 6175 Pol Ad Gen - EmpExams CHECK 505687 TOTAL: 480.00 Page 135 of 1184 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/03/2025 11:05User: PBehrProgram ID: apcshdsb Page 47 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC 505688 04/04/2025 PRTD 100958 PLUNKETT'S PEST CONTROL 9063037 03/20/2025 20250404 111.74 Invoice: 9063037 111.74 71071001 6103 Main Bldng - Prof Svrs CHECK 505688 TOTAL: 111.74 505689 04/04/2025 PRTD 106322 SCHENCK, DAVID 162196 03/20/2025 20250404 473.07 Invoice: 162196 CONCESSIONS SUPPLIES, PROSOURCE 473.07 54054002 5510 Concession - CGS SCHENCK, DAVID 162195 03/20/2025 20250404 940.60 Invoice: 162195 Paper towels, Toilet paper, Trash bags, Cleaner 940.60 54054001 6511 Operations - SupCustod SCHENCK, DAVID 162184 03/20/2025 20250404 2,035.48 Invoice: 162184 2,035.48 55055001 6511 Bldg/Grnds - SupCustod SCHENCK, DAVID 162183 03/20/2025 20250404 360.18 Invoice: 162183 CONCESSIONS SUPPLIES, PROSOURCE 360.18 54054002 5510 Concession - CGS SCHENCK, DAVID 162182 03/20/2025 20250404 647.65 Invoice: 162182 Toilet paper, Trash Bags, Cleaner 647.65 54054001 6511 Operations - SupCustod SCHENCK, DAVID 162210 03/20/2025 20250404 828.14 Invoice: 162210 paper towels, toilet paper, trash bags, cleaner 828.14 54054001 6511 Operations - SupCustod CHECK 505689 TOTAL: 5,285.12 505690 04/04/2025 PRTD 143618 PRYES BREWING COMPANY LLC W-94866 03/25/2025 20250404 347.00 Invoice: W-94866 347.00 5800 1354 Liquor BS - Inv Beer PRYES BREWING COMPANY LLC W-94507 03/19/2025 20250404 310.00 Invoice: W-94507 310.00 5800 1354 Liquor BS - Inv Beer CHECK 505690 TOTAL: 657.00 505691 04/04/2025 PRTD 144351 REHDER, MARK 464 03/10/2025 20250404 613.41 Invoice: 464 613.41 17017004 6103 Tree & Mnt - Prof Svrs Page 136 of 1184 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/03/2025 11:05User: PBehrProgram ID: apcshdsb Page 48 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC CHECK 505691 TOTAL: 613.41 505692 04/04/2025 PRTD 100977 RICHFIELD PLUMBING COMPANY 91375 03/14/2025 20250404 375.50 Invoice: 91375 375.50 58158100 6180 Sthdl AdGe - Rep&Maint CHECK 505692 TOTAL: 375.50 505693 04/04/2025 PRTD 129282 ROSENBAUER MINNESOTA LLC 0000076347 03/17/2025 20250404 668.06 Invoice: 0000076347 Switch Rocker, Valve ball, Valve conrol 668.06 12012000 6180 Fire Gen - Rep&Maint CHECK 505693 TOTAL: 668.06 505694 04/04/2025 PRTD 160732 ROTARY CLUB OF EDINA 9736 03/19/2025 20250404 213.75 Invoice: 9736 Neal Rotary dues/meals for Q3 213.75 10110100 6105 Admin Gen - Dues&Sub CHECK 505694 TOTAL: 213.75 505695 04/04/2025 PRTD 161382 RUDY LUTHERS HOPKINS MOTORS 252092 03/14/2025 22500026 20250404 34,855.70 Invoice: 252092 2025 Honda CR-V Hybrid 34,855.70 E POL22500.MISCELLAN .EQUIPMENT . 42600000 6711 Police ER - CapVh&Equp CHECK 505695 TOTAL: 34,855.70 505696 04/04/2025 PRTD 139439 RUE 38 LLC 203825 03/19/2025 20250404 398.00 Invoice: 203825 6.00 58258201 5513 Grnd Sell - CGS Wine 392.00 5800 1353 Liquor BS - Inv Wine RUE 38 LLC 203824 03/19/2025 20250404 206.00 Invoice: 203824 6.00 58158101 5513 Sthdl Sell - CGS Wine 200.00 5800 1353 Liquor BS - Inv Wine CHECK 505696 TOTAL: 604.00 505697 04/04/2025 PRTD 161252 RYO HAMASAKI PHOTOGRAPHY 050304 03/18/2025 20250404 875.00 Invoice: 050304 875.00 52100000 6122 Golf Dome - AdvOther Page 137 of 1184 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/03/2025 11:05User: PBehrProgram ID: apcshdsb Page 49 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC CHECK 505697 TOTAL: 875.00 505698 04/04/2025 PRTD 100988 SAFETY KLEEN SYSTEMS INC 96642428 03/14/2025 20250404 30.00 Invoice: 96642428 30.00 61061004 6584 PW Equip - Lubricants CHECK 505698 TOTAL: 30.00 505699 04/04/2025 PRTD 144553 SALTCO LLC 153744 03/15/2025 20250404 70.00 Invoice: 153744 70.00 55055001 6230 Bldg/Grnds - SrvCntrcts CHECK 505699 TOTAL: 70.00 505700 04/04/2025 PRTD 134643 SHAKOPEE MDEWAKANTON SIOUX COMMUN 2985 02/28/2025 20250404 4,286.75 Invoice: 2985 August 2024 Grinding Operations 4,286.75 17017004 6103 Tree & Mnt - Prof Svrs CHECK 505700 TOTAL: 4,286.75 505701 04/04/2025 PRTD 100995 SHORT-ELLIOT-HENDRICKSON INCORPOR 483764 03/11/2025 20250404 24,255.04 Invoice: 483764 Braemar Golf Course Restroom 24,255.04 E FAC25124.DESIGN&BID. . 52005200 1605 Course BS - PurchCIP SHORT-ELLIOT-HENDRICKSON INCORPOR 483789 03/11/2025 20250404 1,633.82 Invoice: 483789 2023 Construction Observation 354.80 E ENG21009.CONSTRUCTN.CONSULTING. 44044000 6715 Streets - CapInfrast 550.55 E ENG21010.CONST.STRM.CONSULTING. 59005920 1605 Stm BS - PurchCIP 195.75 E ENG21028.CONST.WAT .CONSULTING. 59005900 1605 Wat BS - PurchCIP 97.88 E ENG21027.CONST.SANI.CONSULTING. 59005910 1605 Sew BS - PurchCIP 24.47 E ENG22007.CONSTRUCTN.CONSULTING. 23023001 6715 Pedestrian - CapInfrast 106.70 E ENG21011.CONSTRUCTN.CONSULTING. 44044000 6715 Streets - CapInfrast 135.43 E ENG21011.CONST.STRM.CONSULTING. Page 138 of 1184 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/03/2025 11:05User: PBehrProgram ID: apcshdsb Page 50 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC 59005920 1605 Stm BS - PurchCIP 110.80 E ENG21011.CONST.WAT .CONSULTING. 59005900 1605 Wat BS - PurchCIP 32.83 E ENG21011.CONST.SANI.CONSULTING. 59005910 1605 Sew BS - PurchCIP 24.61 E ENG21011.CONST.PACS.CNTRCT PMT. 23023001 6715 Pedestrian - CapInfrast CHECK 505701 TOTAL: 25,888.86 505702 04/04/2025 PRTD 160278 ROHN INDUSTRIES, INC 0044491 03/14/2025 20250404 18.85 Invoice: 0044491 18.85 10210200 6160 Cty Ck Gen - Sftwr&Data ROHN INDUSTRIES, INC 0044742 03/19/2025 20250404 35.80 Invoice: 0044742 35.80 10210200 6160 Cty Ck Gen - Sftwr&Data CHECK 505702 TOTAL: 54.65 505703 04/04/2025 PRTD 137482 SITEONE LANDSCAPE SUPPLY LLC 150743725-001 03/13/2025 20250404 128.48 Invoice: 150743725-001 128.48 17017006 6530 Bldg Maint - ReprParts CHECK 505703 TOTAL: 128.48 505704 04/04/2025 PRTD 132195 SMALL LOT COOP MN91415 03/25/2025 20250404 285.08 Invoice: MN91415 5.00 58058001 5513 50th Sell - CGS Wine 280.08 5800 1353 Liquor BS - Inv Wine SMALL LOT COOP MN91414 03/25/2025 20250404 808.08 Invoice: MN91414 808.08 5800 1353 Liquor BS - Inv Wine SMALL LOT COOP MN91411 03/25/2025 20250404 80.96 Invoice: MN91411 5.00 58158101 5513 Sthdl Sell - CGS Wine 75.96 5800 1353 Liquor BS - Inv Wine SMALL LOT COOP MN91412 03/25/2025 20250404 448.02 Invoice: MN91412 448.02 5800 1352 Liquor BS - Inv Liq Page 139 of 1184 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/03/2025 11:05User: PBehrProgram ID: apcshdsb Page 51 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC CHECK 505704 TOTAL: 1,622.14 505705 04/04/2025 PRTD 100430 SNAP-ON INDUSTRIAL ARS/17546646 03/15/2025 20250404 145.00 Invoice: ARS/17546646 145.00 61061004 6556 PW Equip - Tool&Acces SNAP-ON INDUSTRIAL ARS/17546647 03/15/2025 20250404 140.00 Invoice: ARS/17546647 140.00 61061004 6556 PW Equip - Tool&Acces CHECK 505705 TOTAL: 285.00 505706 04/04/2025 PRTD 101000 RJM PRINTING INC 131195012 03/17/2025 20250404 364.50 Invoice: 131195012 Standard envelopes, cards for Erik, Brett, Kris. 54.71 10510500 6575 Plan Gen - Printing 54.71 12012000 6406 Fire Gen - SupOther 255.08 10410400 6406 Comm Gen - SupOther CHECK 505706 TOTAL: 364.50 505707 04/04/2025 PRTD 127878 SOUTHERN GLAZERS WINE & SPIRITS L 2601194 03/19/2025 20250404 3,990.24 Invoice: 2601194 17.60 58058001 5512 50th Sell - CGS Liq 3,972.64 5800 1352 Liquor BS - Inv Liq SOUTHERN GLAZERS WINE & SPIRITS L 2601192 03/19/2025 20250404 579.36 Invoice: 2601192 3.20 58058001 5512 50th Sell - CGS Liq 576.16 5800 1352 Liquor BS - Inv Liq SOUTHERN GLAZERS WINE & SPIRITS L 2601193 03/19/2025 20250404 96.50 Invoice: 2601193 4.00 58058001 5515 50th Sell - CGS Other 92.50 5800 1355 Liquor BS - Inv Misc SOUTHERN GLAZERS WINE & SPIRITS L 2601191 03/19/2025 20250404 64.80 Invoice: 2601191 .80 58058001 5513 50th Sell - CGS Wine 64.00 5800 1353 Liquor BS - Inv Wine SOUTHERN GLAZERS WINE & SPIRITS L 2601196 03/19/2025 20250404 184.80 Invoice: 2601196 .80 58058001 5513 50th Sell - CGS Wine 184.00 5800 1353 Liquor BS - Inv Wine SOUTHERN GLAZERS WINE & SPIRITS L 2601195 03/19/2025 20250404 317.60 Invoice: 2601195 1.60 58058001 5513 50th Sell - CGS Wine 316.00 5800 1353 Liquor BS - Inv Wine Page 140 of 1184 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/03/2025 11:05User: PBehrProgram ID: apcshdsb Page 52 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC SOUTHERN GLAZERS WINE & SPIRITS L 2601204 03/19/2025 20250404 4,824.57 Invoice: 2601204 19.67 58258201 5512 Grnd Sell - CGS Liq 4,804.90 5800 1352 Liquor BS - Inv Liq SOUTHERN GLAZERS WINE & SPIRITS L 2601202 03/19/2025 20250404 305.26 Invoice: 2601202 .80 58258201 5512 Grnd Sell - CGS Liq 304.46 5800 1352 Liquor BS - Inv Liq SOUTHERN GLAZERS WINE & SPIRITS L 2601206 03/19/2025 20250404 412.00 Invoice: 2601206 4.00 58258201 5513 Grnd Sell - CGS Wine 408.00 5800 1353 Liquor BS - Inv Wine SOUTHERN GLAZERS WINE & SPIRITS L 2601203 03/19/2025 20250404 277.32 Invoice: 2601203 3.20 58258201 5513 Grnd Sell - CGS Wine 274.12 5800 1353 Liquor BS - Inv Wine SOUTHERN GLAZERS WINE & SPIRITS L 2601205 03/19/2025 20250404 835.60 Invoice: 2601205 5.60 58258201 5515 Grnd Sell - CGS Other 830.00 5800 1355 Liquor BS - Inv Misc SOUTHERN GLAZERS WINE & SPIRITS L 2601198 03/19/2025 20250404 843.82 Invoice: 2601198 4.00 58158101 5512 Sthdl Sell - CGS Liq 839.82 5800 1352 Liquor BS - Inv Liq SOUTHERN GLAZERS WINE & SPIRITS L 2601201 03/19/2025 20250404 242.40 Invoice: 2601201 2.40 58158101 5513 Sthdl Sell - CGS Wine 240.00 5800 1353 Liquor BS - Inv Wine SOUTHERN GLAZERS WINE & SPIRITS L 2601200 03/19/2025 20250404 129.00 Invoice: 2601200 4.00 58158101 5515 Sthdl Sell - CGS Other 125.00 5800 1355 Liquor BS - Inv Misc SOUTHERN GLAZERS WINE & SPIRITS L 2601199 03/19/2025 20250404 2,583.04 Invoice: 2601199 9.60 58158101 5512 Sthdl Sell - CGS Liq 2,573.44 5800 1352 Liquor BS - Inv Liq SOUTHERN GLAZERS WINE & SPIRITS L 2601197 03/19/2025 20250404 1,159.88 Invoice: 2601197 12.00 58158101 5513 Sthdl Sell - CGS Wine 1,147.88 5800 1353 Liquor BS - Inv Wine SOUTHERN GLAZERS WINE & SPIRITS L 2603871 03/26/2025 20250404 64.76 Page 141 of 1184 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/03/2025 11:05User: PBehrProgram ID: apcshdsb Page 53 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC Invoice: 2603871 .80 58258201 5513 Grnd Sell - CGS Wine 63.96 5800 1353 Liquor BS - Inv Wine CHECK 505707 TOTAL: 16,910.95 505708 04/04/2025 PRTD 100181 SPEEDY KEYS 250460 03/14/2025 20250404 320.00 Invoice: 250460 320.00 61061005 6180 Police Eq - Rep&Maint SPEEDY KEYS 250459 03/14/2025 20250404 320.00 Invoice: 250459 320.00 61061005 6180 Police Eq - Rep&Maint CHECK 505708 TOTAL: 640.00 505709 04/04/2025 PRTD 139006 OFFICE OF MNIT SERVICES W25020634 03/14/2025 20250404 1,454.81 Invoice: W25020634 29.69 13100000 6188 Dispatch - Telephone 29.69 53053001 6188 Operations - Telephone 29.69 17017006 6188 Bldg Maint - Telephone 59.38 51051000 6188 Admin/Ops - Telephone 207.83 10000000 6160 City Cncl - Sftwr&Data 237.52 54054001 6188 Operations - Telephone 89.07 12012002 6188 Station 2 - Telephone 59.38 52100000 6188 Golf Dome - Telephone 59.38 17017006 6188 Bldg Maint - Telephone 89.07 62062000 6188 I.T. Gen - Telephone 89.07 58258200 6188 Grnd AdGe - Telephone 89.07 58158100 6188 Sthdl AdGe - Telephone 326.59 16116101 6188 Outdr Rink - Telephone 59.38 59059001 6188 Wat GB - Telephone CHECK 505709 TOTAL: 1,454.81 505710 04/04/2025 PRTD 139006 OFFICE OF MNIT SERVICES W25020638 03/14/2025 20250404 308.90 Invoice: W25020638 308.90 52052003 6103 Dr Range - Prof Svrs CHECK 505710 TOTAL: 308.90 505711 04/04/2025 PRTD 133068 STEEL TOE BREWING LLC 59596 03/19/2025 20250404 160.00 Invoice: 59596 160.00 5800 1354 Liquor BS - Inv Beer CHECK 505711 TOTAL: 160.00 Page 142 of 1184 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/03/2025 11:05User: PBehrProgram ID: apcshdsb Page 54 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC 505712 04/04/2025 PRTD 101015 STREICHERS INC I1751429 03/17/2025 20250404 23.98 Invoice: I1751429 Name plate Reserves - Sean Young 23.98 13013003 6203 Res Prog - Uniforms STREICHERS INC I1752393 03/20/2025 20250404 326.99 Invoice: I1752393 Ext vest carrier - Toll 326.99 13013000 6203 Pol Ad Gen - Uniforms CHECK 505712 TOTAL: 350.97 505713 04/04/2025 PRTD 124631 IRBY ELECTRICAL DISTRIBUTOR S014061316.001 03/11/2025 20250404 78.62 Invoice: S014061316.001 78.62 15415400 6610 Elec Gen - Saf Equip CHECK 505713 TOTAL: 78.62 505714 04/04/2025 PRTD 105874 SUBURBAN TIRE WHOLESALE INC 10206012 03/14/2025 20250404 879.75 Invoice: 10206012 879.75 61061004 6583 PW Equip - Tire&Tube CHECK 505714 TOTAL: 879.75 505715 04/04/2025 PRTD 137673 SWEETLAND ORCHARD LLC 5260 03/20/2025 20250404 129.00 Invoice: 5260 129.00 5800 1354 Liquor BS - Inv Beer CHECK 505715 TOTAL: 129.00 505716 04/04/2025 PRTD 119864 SYSCO MINNESOTA INC 547811608 03/27/2025 20250404 826.61 Invoice: 547811608 CONCESSIONS PRODUCT, SYSCO 826.61 54054002 5510 Concession - CGS CHECK 505716 TOTAL: 826.61 505717 04/04/2025 PRTD 104932 TAYLOR MADE 79619 03/18/2025 20250404 236.35 Invoice: 79619 6.25 52052006 5510 Ret Sales - CGS 230.10 52005200 1356 Course BS - Inventory CHECK 505717 TOTAL: 236.35 505718 04/04/2025 PRTD 123129 TIMESAVER OFF SITE SECRETARIAL IN 30104 03/14/2025 20250404 172.00 Invoice: 30104 172.00 10210200 6103 Cty Ck Gen - Prof Svrs Page 143 of 1184 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/03/2025 11:05User: PBehrProgram ID: apcshdsb Page 55 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC TIMESAVER OFF SITE SECRETARIAL IN 30103 03/14/2025 20250404 334.00 Invoice: 30103 334.00 10210200 6103 Cty Ck Gen - Prof Svrs TIMESAVER OFF SITE SECRETARIAL IN 30089 03/14/2025 20250404 415.00 Invoice: 30089 415.00 10210200 6103 Cty Ck Gen - Prof Svrs TIMESAVER OFF SITE SECRETARIAL IN 30088 03/14/2025 20250404 253.00 Invoice: 30088 253.00 10210200 6103 Cty Ck Gen - Prof Svrs TIMESAVER OFF SITE SECRETARIAL IN 30080 03/14/2025 20250404 212.50 Invoice: 30080 212.50 10210200 6103 Cty Ck Gen - Prof Svrs CHECK 505718 TOTAL: 1,386.50 505719 04/04/2025 PRTD 138732 TRADITION WINE & SPIRITS LLC 42728 03/21/2025 20250404 1,010.00 Invoice: 42728 18.00 58058001 5513 50th Sell - CGS Wine 992.00 5800 1353 Liquor BS - Inv Wine TRADITION WINE & SPIRITS LLC 42753 03/25/2025 20250404 1,320.00 Invoice: 42753 24.00 58258201 5513 Grnd Sell - CGS Wine 1,296.00 5800 1353 Liquor BS - Inv Wine CHECK 505719 TOTAL: 2,330.00 505720 04/04/2025 PRTD 102150 TWIN CITY SEED CO 200384 03/14/2025 20250404 752.25 Invoice: 200384 752.25 14014006 6406 Snow Rem - SupOther CHECK 505720 TOTAL: 752.25 505721 04/04/2025 PRTD 160648 UNIFIRST CORPORATION 1410129772 03/17/2025 20250404 40.08 Invoice: 1410129772 40.08 59059001 6201 Wat GB - Laundry CHECK 505721 TOTAL: 40.08 505722 04/04/2025 PRTD 160648 UNIFIRST CORPORATION 1410129792 03/17/2025 20250404 49.55 Invoice: 1410129792 49.55 61061004 6201 PW Equip - Laundry UNIFIRST CORPORATION 1410130037 03/17/2025 20250404 46.63 Invoice: 1410130037 Page 144 of 1184 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/03/2025 11:05User: PBehrProgram ID: apcshdsb Page 56 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC 46.63 14014001 6201 Gen Mntce - Laundry UNIFIRST CORPORATION 1410130036 03/17/2025 20250404 17.31 Invoice: 1410130036 17.31 17017006 6201 Bldg Maint - Laundry UNIFIRST CORPORATION 1410129780 03/17/2025 20250404 59.31 Invoice: 1410129780 59.31 63063001 6201 PW Fac - Laundry CHECK 505722 TOTAL: 172.80 505723 04/04/2025 PRTD 130874 UNITED RENTALS (NORTH AMERICA) IN 245128377-001 03/04/2025 20250404 350.00 Invoice: 245128377-001 350.00 59059003 6104 Wat Distr - Conf&Schls CHECK 505723 TOTAL: 350.00 505724 04/04/2025 PRTD 145567 UNMAPPED BREWING COMPANY LLC E-4749 03/25/2025 20250404 124.00 Invoice: E-4749 124.00 5800 1354 Liquor BS - Inv Beer CHECK 505724 TOTAL: 124.00 505725 04/04/2025 PRTD 160770 LAURA M BREDEMUS 79619 03/18/2025 20250404 418.17 Invoice: 79619 58.17 52052006 5510 Ret Sales - CGS 360.00 52005200 1356 Course BS - Inventory CHECK 505725 TOTAL: 418.17 505726 04/04/2025 PRTD 103590 VALLEY-RICH COMPANY INC 34322 02/09/2025 20250404 11,290.14 Invoice: 34322 11,290.14 59059003 6180 Wat Distr - Rep&Maint CHECK 505726 TOTAL: 11,290.14 505727 04/04/2025 PRTD 101058 VAN PAPER COMPANY 101636 03/14/2025 20250404 322.83 Invoice: 101636 322.83 58058001 6406 50th Sell - SupOther VAN PAPER COMPANY 101635 03/14/2025 20250404 24.38 Invoice: 101635 24.38 58058000 6406 50th AdGe - SupOther VAN PAPER COMPANY 101638 03/14/2025 20250404 468.11 Invoice: 101638 Page 145 of 1184 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/03/2025 11:05User: PBehrProgram ID: apcshdsb Page 57 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC 468.11 58158101 6406 Sthdl Sell - SupOther VAN PAPER COMPANY 101637 03/14/2025 20250404 89.33 Invoice: 101637 89.33 58058000 6406 50th AdGe - SupOther VAN PAPER COMPANY 101632 03/14/2025 20250404 210.37 Invoice: 101632 210.37 58258200 6406 Grnd AdGe - SupOther VAN PAPER COMPANY 101634 03/14/2025 20250404 333.45 Invoice: 101634 333.45 58258201 6406 Grnd Sell - SupOther VAN PAPER COMPANY 101909 03/18/2025 20250404 600.28 Invoice: 101909 600.28 52052005 6511 Clubhouse - SupCustod CHECK 505727 TOTAL: 2,048.75 505728 04/04/2025 PRTD 144209 VENN BREWING COMPANY LLC 8478 03/25/2025 20250404 240.00 Invoice: 8478 240.00 5800 1356 Liquor BS - Inventory THC Bev VENN BREWING COMPANY LLC 8479 03/25/2025 20250404 300.00 Invoice: 8479 300.00 5800 1354 Liquor BS - Inv Beer VENN BREWING COMPANY LLC 8447 03/19/2025 20250404 380.00 Invoice: 8447 380.00 5800 1356 Liquor BS - Inventory THC Bev VENN BREWING COMPANY LLC 8448 03/19/2025 20250404 382.00 Invoice: 8448 382.00 5800 1354 Liquor BS - Inv Beer VENN BREWING COMPANY LLC 8457 03/19/2025 20250404 291.00 Invoice: 8457 291.00 5800 1354 Liquor BS - Inv Beer VENN BREWING COMPANY LLC 8456 03/19/2025 20250404 80.00 Invoice: 8456 80.00 5800 1356 Liquor BS - Inventory THC Bev CHECK 505728 TOTAL: 1,673.00 505729 04/04/2025 PRTD 151441 VESTIS 2500628912 03/17/2025 20250404 358.03 Invoice: 2500628912 358.03 58058000 6162 50th AdGe - CustodSvs Page 146 of 1184 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/03/2025 11:05User: PBehrProgram ID: apcshdsb Page 58 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC VESTIS 2500630441 03/18/2025 20250404 167.40 Invoice: 2500630441 167.40 58158100 6162 Sthdl AdGe - CustodSvs VESTIS 2500630416 03/18/2025 20250404 291.17 Invoice: 2500630416 291.17 58258200 6162 Grnd AdGe - CustodSvs CHECK 505729 TOTAL: 816.60 505730 04/04/2025 PRTD 119454 VINOCOPIA INC 0370346-IN 03/20/2025 20250404 217.25 Invoice: 0370346-IN 1.25 58058001 5515 50th Sell - CGS Other 216.00 5800 1355 Liquor BS - Inv Misc VINOCOPIA INC 0370347-IN 03/20/2025 20250404 249.25 Invoice: 0370347-IN 1.25 58058001 5513 50th Sell - CGS Wine 248.00 5800 1353 Liquor BS - Inv Wine VINOCOPIA INC 0370345-IN 03/20/2025 20250404 1,093.25 Invoice: 0370345-IN 7.50 58258201 5512 Grnd Sell - CGS Liq 1,085.75 5800 1352 Liquor BS - Inv Liq VINOCOPIA INC 0370342-IN 03/20/2025 20250404 596.50 Invoice: 0370342-IN 3.75 58158101 5512 Sthdl Sell - CGS Liq 592.75 5800 1352 Liquor BS - Inv Liq VINOCOPIA INC 0370344-IN 03/20/2025 20250404 265.25 Invoice: 0370344-IN 1.25 58158101 5513 Sthdl Sell - CGS Wine 264.00 5800 1353 Liquor BS - Inv Wine VINOCOPIA INC 0370343-IN 03/20/2025 20250404 353.50 Invoice: 0370343-IN 2.50 58158101 5515 Sthdl Sell - CGS Other 351.00 5800 1355 Liquor BS - Inv Misc CHECK 505730 TOTAL: 2,775.00 505731 04/04/2025 PRTD 120627 VISTAR 75453033 03/14/2025 20250404 1,019.93 Invoice: 75453033 1,019.93 55055002 5510 Concession - CGS CHECK 505731 TOTAL: 1,019.93 Page 147 of 1184 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/03/2025 11:05User: PBehrProgram ID: apcshdsb Page 59 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC 505732 04/04/2025 PRTD 100183 WASHINGTON COUNTY 229273 03/18/2025 20250404 1,563.35 Invoice: 229273 91 lDataCntr/Fiber Lease AgrQl 1,563.35 21000000 6102 E911 - Contr Svrs CHECK 505732 TOTAL: 1,563.35 505733 04/04/2025 PRTD 130574 WATSON COMPANY 148495 03/20/2025 20250404 512.94 Invoice: 148495 512.94 55055002 5510 Concession - CGS CHECK 505733 TOTAL: 512.94 505734 04/04/2025 PRTD 101033 WINE COMPANY 294997 03/19/2025 20250404 1,655.00 Invoice: 294997 26.00 58058001 5513 50th Sell - CGS Wine 1,629.00 5800 1353 Liquor BS - Inv Wine WINE COMPANY 294998 03/19/2025 20250404 328.00 Invoice: 294998 4.00 58258201 5512 Grnd Sell - CGS Liq 324.00 5800 1352 Liquor BS - Inv Liq WINE COMPANY 295000 03/19/2025 20250404 3,782.00 Invoice: 295000 50.00 58258201 5513 Grnd Sell - CGS Wine 3,732.00 5800 1353 Liquor BS - Inv Wine WINE COMPANY 294999 03/19/2025 20250404 354.00 Invoice: 294999 4.00 58158101 5512 Sthdl Sell - CGS Liq 350.00 5800 1352 Liquor BS - Inv Liq WINE COMPANY 294995 03/19/2025 20250404 1,456.00 Invoice: 294995 20.00 58158101 5513 Sthdl Sell - CGS Wine 1,436.00 5800 1353 Liquor BS - Inv Wine CHECK 505734 TOTAL: 7,575.00 505735 04/04/2025 PRTD 144412 WINEBOW MN00162982 03/13/2025 20250404 84.00 Invoice: MN00162982 84.00 5800 1352 Liquor BS - Inv Liq WINEBOW MN00163372 03/20/2025 20250404 2,583.00 Invoice: MN00163372 2,583.00 5800 1353 Liquor BS - Inv Wine WINEBOW MN00163373 03/21/2025 20250404 306.00 Page 148 of 1184 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/03/2025 11:05User: PBehrProgram ID: apcshdsb Page 60 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC Invoice: MN00163373 306.00 5800 1352 Liquor BS - Inv Liq WINEBOW MN00163374 03/21/2025 20250404 90.00 Invoice: MN00163374 90.00 5800 1355 Liquor BS - Inv Misc WINEBOW MN00163351 03/20/2025 20250404 252.00 Invoice: MN00163351 252.00 5800 1353 Liquor BS - Inv Wine WINEBOW MN00163352 03/20/2025 20250404 168.00 Invoice: MN00163352 168.00 5800 1352 Liquor BS - Inv Liq CHECK 505735 TOTAL: 3,483.00 505736 04/04/2025 PRTD 124503 WINSUPPLY EDEN PRAIRIE MN CO 273177 01 03/20/2025 20250404 187.63 Invoice: 273177 01 187.63 58258200 6180 Grnd AdGe - Rep&Maint WINSUPPLY EDEN PRAIRIE MN CO 273123 01 03/19/2025 20250404 39.65 Invoice: 273123 01 39.65 59059002 6180 Wat Wells - Rep&Maint CHECK 505736 TOTAL: 227.28 505737 04/04/2025 PRTD 118395 WITMER PUBLIC SAFETY GROUP INC INV643981 03/10/2025 20250404 1,109.97 Invoice: INV643981 Minnesota Task Force 1 1,109.97 72000000 6406 MN TF 1 - SupOther CHECK 505737 TOTAL: 1,109.97 505738 04/04/2025 PRTD 142162 WOODEN HILL BREWING COMPANY LLC E-1231 03/25/2025 20250404 236.10 Invoice: E-1231 236.10 5800 1354 Liquor BS - Inv Beer CHECK 505738 TOTAL: 236.10 505739 04/04/2025 PRTD 127774 WORLDWIDE CELLARS INC INV-008950 03/25/2025 20250404 301.06 Invoice: INV-008950 5.00 58058001 5513 50th Sell - CGS Wine 296.06 5800 1353 Liquor BS - Inv Wine WORLDWIDE CELLARS INC INV-008951 03/24/2025 20250404 109.04 Invoice: INV-008951 5.00 58158101 5513 Sthdl Sell - CGS Wine 104.04 5800 1353 Liquor BS - Inv Wine Page 149 of 1184 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/03/2025 11:05User: PBehrProgram ID: apcshdsb Page 61 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC CHECK 505739 TOTAL: 410.10 505740 04/04/2025 PRTD 161357 ZEPHYR LLC 1221 03/17/2025 22500016 20250404 10,875.00 Invoice: 1221 CLP Siding replacement 7,943.73 5700 1605 Cent Lk BS - PurchCIP 2,931.27 E FAC25108.CONSTRUCTN. . 40840801 6710 Faclt CP - Cap Other CHECK 505740 TOTAL: 10,875.00 505741 04/04/2025 PRTD 160891 ZEROREZ INC 667015 03/20/2025 20250404 400.00 Invoice: 667015 400.00 57057000 6103 General - Prof Svrs CHECK 505741 TOTAL: 400.00 505742 04/04/2025 PRTD 101091 ZIEGLER INC IN001842904 03/20/2025 20250404 117.40 Invoice: IN001842904 117.40 14014000 6406 PW Adm Gen - SupOther CHECK 505742 TOTAL: 117.40 NUMBER OF CHECKS 215 *** CASH ACCOUNT TOTAL *** 2,579,516.24 COUNT AMOUNT TOTAL PRINTED CHECKS 215 2,579,516.24 *** GRAND TOTAL *** 2,579,516.24 Page 150 of 1184 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/03/2025 11:05User: PBehrProgram ID: apcshdsb Page 62 JOURNAL ENTRIES TO BE CREATED CLERK: PBehr YEAR PER JNL SRC ACCOUNT ACCOUNT DESC T OB DEBIT CREDIT EFF DATE JNL DESC REF 1 REF 2 REF 3 LINE DESC 2025 4 21APP 5800-2010 Liquor BS - Accts Pay 161,136.35 04/04/2025 20250404 pjb AP CASH DISBURSEMENTS JOURNAL APP 9999-1012 Control BS - CashAP 2,579,516.24 04/04/2025 20250404 pjb AP CASH DISBURSEMENTS JOURNAL APP 1000-2010 GF Bal Sh - Accts Pay 148,192.38 04/04/2025 20250404 pjb AP CASH DISBURSEMENTS JOURNAL APP 6100-2010 Equ Op BS - Accts Pay 40,311.81 04/04/2025 20250404 pjb AP CASH DISBURSEMENTS JOURNAL APP 6300-2010 FacMgmt BS - Accts Pay 7,006.17 04/04/2025 20250404 pjb AP CASH DISBURSEMENTS JOURNAL APP 52005200-2010 Course BS - Accts Pay 46,507.84 04/04/2025 20250404 pjb AP CASH DISBURSEMENTS JOURNAL APP 59005900-2010 Wat BS - Accts Pay 40,172.80 04/04/2025 20250404 pjb AP CASH DISBURSEMENTS JOURNAL APP 59005920-2010 Stm BS - Accts Pay 92,643.07 04/04/2025 20250404 pjb AP CASH DISBURSEMENTS JOURNAL APP 59005910-2010 Sew BS - Accts Pay 691,616.28 04/04/2025 20250404 pjb AP CASH DISBURSEMENTS JOURNAL APP 7200-2010 MNTF1 BS - Accts Pay 123,244.05 04/04/2025 20250404 pjb AP CASH DISBURSEMENTS JOURNAL APP 5700-2010 Cent Lk BS - Accts Pay 9,604.53 04/04/2025 20250404 pjb AP CASH DISBURSEMENTS JOURNAL APP 5400-2010 EdinPrk BS - Accts Pay 13,562.46 04/04/2025 20250404 pjb AP CASH DISBURSEMENTS JOURNAL APP 5500-2010 Arena BS - Accts Pay 12,445.53 04/04/2025 20250404 pjb AP CASH DISBURSEMENTS JOURNAL APP 6200-2010 I.T. BalSh - Accts Pay 2,057.70 04/04/2025 20250404 pjb AP CASH DISBURSEMENTS JOURNAL APP 21002100-2010 E911 BS - Accts Pay 3,208.35 04/04/2025 20250404 pjb AP CASH DISBURSEMENTS JOURNAL APP 2300-2010 PACS BalSh - Accts Pay 6,695.08 04/04/2025 20250404 pjb AP CASH DISBURSEMENTS JOURNAL APP 4000-2010 Cap Prj BS - Accts Pay 1,066,982.84 04/04/2025 20250404 pjb AP CASH DISBURSEMENTS JOURNAL APP 26026001-2010 HRA Aff Hs - Accts Pay 49.00 04/04/2025 20250404 pjb AP CASH DISBURSEMENTS JOURNAL APP 7100-2010 PSTF BS - Accts Pay 1,718.71 04/04/2025 20250404 pjb AP CASH DISBURSEMENTS JOURNAL APP 52005210-2010 Dome BS - Accts Pay 1,138.37 04/04/2025 20250404 pjb AP CASH DISBURSEMENTS JOURNAL APP 2500-2010 CAS BalSh - Accts Pay 1,750.00 04/04/2025 20250404 pjb AP CASH DISBURSEMENTS JOURNAL APP 6000-2010 Rsk Mg BS - Accts Pay 1,401.40 04/04/2025 20250404 pjb AP CASH DISBURSEMENTS JOURNAL APP 26126114-2010 EdenWil TIF - Accts Pay 376.00 04/04/2025 20250404 pjb AP CASH DISBURSEMENTS JOURNAL APP 26126104-2010 Pentgn TIF - Accts Pay 783.75 Page 151 of 1184 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/03/2025 11:05User: PBehrProgram ID: apcshdsb Page 63 JOURNAL ENTRIES TO BE CREATED YEAR PER JNL SRC ACCOUNT ACCOUNT DESC T OB DEBIT CREDIT EFF DATE JNL DESC REF 1 REF 2 REF 3 LINE DESC 04/04/2025 20250404 pjb AP CASH DISBURSEMENTS JOURNAL APP 5300-2010 Aqu Ctr BS - Accts Pay 5,342.69 04/04/2025 20250404 pjb AP CASH DISBURSEMENTS JOURNAL APP 5600-2010 Field BS - Accts Pay 40.00 04/04/2025 20250404 pjb AP CASH DISBURSEMENTS JOURNAL APP 9000-2010 Payroll BS - Accts Pay 63,293.43 04/04/2025 20250404 pjb AP CASH DISBURSEMENTS JOURNAL APP 4400-2010 PIR CP BS - Accts Pay 3,320.57 04/04/2025 20250404 pjb AP CASH DISBURSEMENTS JOURNAL APP 4200-2010 EquRep BS - Accts Pay 34,855.70 04/04/2025 20250404 pjb AP CASH DISBURSEMENTS JOURNAL APP 5100-2010 Art BalSh - Accts Pay 59.38 04/04/2025 20250404 pjb AP CASH DISBURSEMENTS JOURNAL GENERAL LEDGER TOTAL 2,579,516.24 2,579,516.24 APP 9999-2099 Control BS - PoolCashL 2,579,516.24 04/04/2025 20250404 pjb APP 5800-1010 Liquor BS - Cash 161,136.35 04/04/2025 20250404 pjb APP 1000-1010 GF Bal Sh - Cash 148,192.38 04/04/2025 20250404 pjb APP 6100-1010 Equ Op BS - Cash 40,311.81 04/04/2025 20250404 pjb APP 6300-1010 FacMgmt BS - Cash 7,006.17 04/04/2025 20250404 pjb APP 52005200-1010 Course BS - Cash 46,507.84 04/04/2025 20250404 pjb APP 59005900-1010 Wat BS - Cash 40,172.80 04/04/2025 20250404 pjb APP 59005920-1010 Stm BS - Cash 92,643.07 04/04/2025 20250404 pjb APP 59005910-1010 Sew BS - Cash 691,616.28 04/04/2025 20250404 pjb APP 7200-1010 MNTF1 BS - Cash 123,244.05 04/04/2025 20250404 pjb APP 5700-1010 Cent Lk BS - Cash 9,604.53 04/04/2025 20250404 pjb APP 5400-1010 EdinPrk BS - Cash 13,562.46 04/04/2025 20250404 pjb APP 5500-1010 Arena BS - Cash 12,445.53 04/04/2025 20250404 pjb APP 6200-1010 I.T. BalSh - Cash 2,057.70 04/04/2025 20250404 pjb APP 21002100-1010 E911 BS - Cash 3,208.35 04/04/2025 20250404 pjb APP 2300-1010 PACS BalSh - Cash 6,695.08 04/04/2025 20250404 pjb Page 152 of 1184 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/03/2025 11:05User: PBehrProgram ID: apcshdsb Page 64 JOURNAL ENTRIES TO BE CREATED YEAR PER JNL SRC ACCOUNT ACCOUNT DESC T OB DEBIT CREDIT EFF DATE JNL DESC REF 1 REF 2 REF 3 LINE DESC APP 4000-1010 Cap Prj BS - Cash 1,066,982.84 04/04/2025 20250404 pjb APP 26026001-1010 HRA Aff Hs - Cash 49.00 04/04/2025 20250404 pjb APP 7100-1010 PSTF BS - Cash 1,718.71 04/04/2025 20250404 pjb APP 52005210-1010 Dome BS - Cash 1,138.37 04/04/2025 20250404 pjb APP 2500-1010 CAS BalSh - Cash 1,750.00 04/04/2025 20250404 pjb APP 6000-1010 Rsk Mg BS - Cash 1,401.40 04/04/2025 20250404 pjb APP 26126114-1010 EdenWil TIF - Cash 376.00 04/04/2025 20250404 pjb APP 26126104-1010 Pentgn TIF - Cash 783.75 04/04/2025 20250404 pjb APP 5300-1010 Aqu Ctr BS - Cash 5,342.69 04/04/2025 20250404 pjb APP 5600-1010 Field BS - Cash 40.00 04/04/2025 20250404 pjb APP 9000-1010 Payroll BS - Cash 63,293.43 04/04/2025 20250404 pjb APP 4400-1010 PIR CP BS - Cash 3,320.57 04/04/2025 20250404 pjb APP 4200-1010 EquRep BS - Cash 34,855.70 04/04/2025 20250404 pjb APP 5100-1010 Art BalSh - Cash 59.38 04/04/2025 20250404 pjb SYSTEM GENERATED ENTRIES TOTAL 2,579,516.24 2,579,516.24 JOURNAL 2025/04/21 TOTAL 5,159,032.48 5,159,032.48 Page 153 of 1184 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/03/2025 11:05User: PBehrProgram ID: apcshdsb Page 65 JOURNAL ENTRIES TO BE CREATED FUND BALANCE SEG YEAR PER JNL EFF DATE DEBIT CREDIT ACCOUNT ACCOUNT DESCRIPTION 1000 General 2025 4 21 04/04/2025 1000-1010 GF Bal Sh - Cash 148,192.38 1000-2010 GF Bal Sh - Accts Pay 148,192.38 TOTAL 148,192.38 148,192.38 FUND TOTAL 148,192.38 148,192.38 2100 2100 Police SR /Emergency 2025 4 21 04/04/2025 21002100-1010 E911 BS - Cash 3,208.35 21002100-2010 E911 BS - Accts Pay 3,208.35 FUND TOTAL 3,208.35 3,208.35 2300 Pedestrian and Cyclist Safety 2025 4 21 04/04/2025 2300-1010 PACS BalSh - Cash 6,695.08 2300-2010 PACS BalSh - Accts Pay 6,695.08 FUND TOTAL 6,695.08 6,695.08 2500 Conservation & Sustainability 2025 4 21 04/04/2025 2500-1010 CAS BalSh - Cash 1,750.00 2500-2010 CAS BalSh - Accts Pay 1,750.00 TOTAL 1,750.00 1,750.00 FUND TOTAL 1,750.00 1,750.00 2600 26001 HRA /HRA Afford 2025 4 21 04/04/2025 26026001-1010 HRA Aff Hs - Cash 49.00 26026001-2010 HRA Aff Hs - Accts Pay 49.00 26001 TOTAL 49.00 49.00 2600 26104 HRA /Pentagon P 2025 4 21 04/04/2025 26126104-1010 Pentgn TIF - Cash 783.75 26126104-2010 Pentgn TIF - Accts Pay 783.75 26104 TOTAL 783.75 783.75 2600 26114 HRA /Eden Wilso 2025 4 21 04/04/2025 26126114-1010 EdenWil TIF - Cash 376.00 26126114-2010 EdenWil TIF - Accts Pay 376.00 FUND TOTAL 1,208.75 1,208.75 Page 154 of 1184 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/03/2025 11:05User: PBehrProgram ID: apcshdsb Page 66 JOURNAL ENTRIES TO BE CREATED FUND BALANCE SEG YEAR PER JNL EFF DATE DEBIT CREDIT ACCOUNT ACCOUNT DESCRIPTION 4000 Capital Projects 2025 4 21 04/04/2025 4000-1010 Cap Prj BS - Cash 1,066,982.84 4000-2010 Cap Prj BS - Accts Pay 1,066,982.84 FUND TOTAL 1,066,982.84 1,066,982.84 4200 Equipment Replacement 2025 4 21 04/04/2025 4200-1010 EquRep BS - Cash 34,855.70 4200-2010 EquRep BS - Accts Pay 34,855.70 FUND TOTAL 34,855.70 34,855.70 4400 PIR Capital Projects 2025 4 21 04/04/2025 4400-1010 PIR CP BS - Cash 3,320.57 4400-2010 PIR CP BS - Accts Pay 3,320.57 FUND TOTAL 3,320.57 3,320.57 5100 Art Center 2025 4 21 04/04/2025 5100-1010 Art BalSh - Cash 59.38 5100-2010 Art BalSh - Accts Pay 59.38 TOTAL 59.38 59.38 FUND TOTAL 59.38 59.38 5200 5200 Golf /Braemar Go 2025 4 21 04/04/2025 52005200-1010 Course BS - Cash 46,507.84 52005200-2010 Course BS - Accts Pay 46,507.84 5200 TOTAL 46,507.84 46,507.84 5200 5210 Golf /Braemar Go 2025 4 21 04/04/2025 52005210-1010 Dome BS - Cash 1,138.37 52005210-2010 Dome BS - Accts Pay 1,138.37 FUND TOTAL 47,646.21 47,646.21 5300 Aquatic Center 2025 4 21 04/04/2025 5300-1010 Aqu Ctr BS - Cash 5,342.69 5300-2010 Aqu Ctr BS - Accts Pay 5,342.69 FUND TOTAL 5,342.69 5,342.69 5400 Edinborough Park 2025 4 21 04/04/2025 5400-1010 EdinPrk BS - Cash 13,562.46 Page 155 of 1184 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/03/2025 11:05User: PBehrProgram ID: apcshdsb Page 67 JOURNAL ENTRIES TO BE CREATED FUND BALANCE SEG YEAR PER JNL EFF DATE DEBIT CREDIT ACCOUNT ACCOUNT DESCRIPTION 5400-2010 EdinPrk BS - Accts Pay 13,562.46 FUND TOTAL 13,562.46 13,562.46 5500 Braemar Arena 2025 4 21 04/04/2025 5500-1010 Arena BS - Cash 12,445.53 5500-2010 Arena BS - Accts Pay 12,445.53 FUND TOTAL 12,445.53 12,445.53 5600 Braemar Field 2025 4 21 04/04/2025 5600-1010 Field BS - Cash 40.00 5600-2010 Field BS - Accts Pay 40.00 FUND TOTAL 40.00 40.00 5700 Centennial Lakes 2025 4 21 04/04/2025 5700-1010 Cent Lk BS - Cash 9,604.53 5700-2010 Cent Lk BS - Accts Pay 9,604.53 FUND TOTAL 9,604.53 9,604.53 5800 Liquor 2025 4 21 04/04/2025 5800-1010 Liquor BS - Cash 161,136.35 5800-2010 Liquor BS - Accts Pay 161,136.35 TOTAL 161,136.35 161,136.35 FUND TOTAL 161,136.35 161,136.35 5900 5900 Utl Fund /Water 2025 4 21 04/04/2025 59005900-1010 Wat BS - Cash 40,172.80 59005900-2010 Wat BS - Accts Pay 40,172.80 5900 TOTAL 40,172.80 40,172.80 5900 5910 Utl Fund /Sanitary S 2025 4 21 04/04/2025 59005910-1010 Sew BS - Cash 691,616.28 59005910-2010 Sew BS - Accts Pay 691,616.28 5910 TOTAL 691,616.28 691,616.28 5900 5920 Utl Fund /Storm Sewe 2025 4 21 04/04/2025 59005920-1010 Stm BS - Cash 92,643.07 59005920-2010 Stm BS - Accts Pay 92,643.07 Page 156 of 1184 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/03/2025 11:05User: PBehrProgram ID: apcshdsb Page 68 JOURNAL ENTRIES TO BE CREATED FUND BALANCE SEG YEAR PER JNL EFF DATE DEBIT CREDIT ACCOUNT ACCOUNT DESCRIPTION FUND TOTAL 824,432.15 824,432.15 6000 Risk Management 2025 4 21 04/04/2025 6000-1010 Rsk Mg BS - Cash 1,401.40 6000-2010 Rsk Mg BS - Accts Pay 1,401.40 FUND TOTAL 1,401.40 1,401.40 6100 Equipment Operations 2025 4 21 04/04/2025 6100-1010 Equ Op BS - Cash 40,311.81 6100-2010 Equ Op BS - Accts Pay 40,311.81 FUND TOTAL 40,311.81 40,311.81 6200 Information Technology 2025 4 21 04/04/2025 6200-1010 I.T. BalSh - Cash 2,057.70 6200-2010 I.T. BalSh - Accts Pay 2,057.70 FUND TOTAL 2,057.70 2,057.70 6300 Facilities Management 2025 4 21 04/04/2025 6300-1010 FacMgmt BS - Cash 7,006.17 6300-2010 FacMgmt BS - Accts Pay 7,006.17 FUND TOTAL 7,006.17 7,006.17 7100 PS Training Facility 2025 4 21 04/04/2025 7100-1010 PSTF BS - Cash 1,718.71 7100-2010 PSTF BS - Accts Pay 1,718.71 FUND TOTAL 1,718.71 1,718.71 7200 MN Task Force 1 2025 4 21 04/04/2025 7200-1010 MNTF1 BS - Cash 123,244.05 7200-2010 MNTF1 BS - Accts Pay 123,244.05 FUND TOTAL 123,244.05 123,244.05 9000 Payroll 2025 4 21 04/04/2025 9000-1010 Payroll BS - Cash 63,293.43 9000-2010 Payroll BS - Accts Pay 63,293.43 FUND TOTAL 63,293.43 63,293.43 9999 Pooled Cash Fund 2025 4 21 04/04/2025 9999-1012 Control BS - CashAP 2,579,516.24 9999-2099 Control BS - PoolCashL 2,579,516.24 FUND TOTAL 2,579,516.24 2,579,516.24 Page 157 of 1184 d PURCHASE REPORT Date: April 16, 2025 Item Activity: Approve Meeting: City Council Agenda Number: 6.3 Prepared By: Jessica Vanderwerff Wilson, Water Resources Coordinator Item Type: Request for Purchase Department: Engineering Item Title: Request for Purchase: ENG 25-7NB Nine Mile Creek Vegetation Management 2025-27 Action Requested: Approve Request for Purchase for ENG 25-7NB Nine Mile Creek Vegetation Management 2025-27 with MNL Corp for $174,990. Information/Background: The project includes site preparation; furnishing, transporting, and installing all seeds, plant materials, and other materials as required for the restoration and establishment of native plant communities; installation of basic erosion control practices; weed control; and management of planting areas. The contract includes native restoration and annual maintenance through December 31, 2027. Requisition Number: 2025/12500096 Funding Source: Stormwater Utility Fund, natural areas management budget Vendor: MNL Corp Equipment Status: N/A Cost: $174,990 Resources/Financial Impacts: This project is funded by the stormwater utility fund, natural areas management budget. Relationship to City Policies: Climate Action Plan Water Resources Management Plan Nine Mile Creek Restoration Project Cooperative Agreement and Maintenance Plan, City of Edina and Nine Mile Creek Watershed District, April 2020 Budget Pillar: Livable City Values Impact: Page 158 of 1184 Sustainability Natural areas restoration supports clean water and a healthy ecosystem. Supporting Documentation: 1. ENG 25-7NB Contract Page 159 of 1184 140400v01 Contract ENG 25-7NB RNK:08/06/2010 Engineering 1/2015 FORM OF AGREEMENT BETWEEN CITY OF EDINA AND CONTRACTOR FOR NON-BID CONTRACT ENG 25-7NB THIS AGREEMENT made this 16th day of April, 2025, by and between the CITY OF EDINA, a Minnesota municipal corporation (“Owner” or “City”) and MNL (8740 – 77th Street NE, Otsego, MN 55362), (“Contractor”). Owner and Contractor, in consideration of the mutual covenants set forth herein, agree as follows: 1. CONTRACT DOCUMENTS. The following documents shall be referred to as the “Contract Documents”, all of which shall be taken together as a whole as the contract between the parties as if they were set verbatim and in full herein: A. This Agreement B. City of Edina General Contract Conditions C. Specifications prepared by City of Edina D. Plans prepared by City of Edina E. Responsible Contractor Verification of Compliance F. Contractor’s Quote In the event of a conflict among the provisions of the Contract Documents, the order in which they are listed above shall control in resolving any such conflicts with Contract Document “A” having the first priority and Contract Document “F” having the last priority. 2. OBLIGATIONS OF THE CONTRACTOR. The Contractor shall provide the goods, services, and perform the work in accordance with the Contract Documents. 3. CONTRACT PRICE. Owner shall pay Contractor for completion of the Work, in accordance with the Contract $174,990 inclusive of taxes, if any. 4. PAYMENT PROCEDURES. A. Contractor shall submit Applications for Payment. Applications for Payment will be processed by the City Engineer. B. Progress Payments; Retainage. Owner shall make 95% progress payments on account of the Contract Price on the basis of Contractor’s Applications for Payment during performance of the Work. C. Payments to Subcontractors. (1) Prompt Payment to Subcontractors. Pursuant to Minn. Stat. § 471.25, Subd. 4a, the Contractor must pay any subcontractor within ten (10) days of the Contractor’s receipt of payment from the City for undisputed services provided by the subcontractor. The Contractor must pay interest of 1 ½ percent per month or any part of a month to the subcontractor on any undisputed amount not Page 160 of 1184 140400v01 Contract ENG 25-7NB RNK:08/06/2010 Engineering 1/2015 paid on time to the subcontractor. The minimum monthly interest penalty payment for an unpaid balance of $100.00 or more is $10.00. For an unpaid balance of less than $100.00, the Contractor shall pay the actual penalty due to the subcontractor. (2) Form IC-134 required from general contractor. Minn. Stat. § 290.92 requires that the City of Edina obtain a Withholding Affidavit for Contractors, Form IC-134, before making final payments to Contractors. This form needs to be submitted by the Contractor to the Minnesota Department of Revenue for approval. The form is used to receive certification from the state that the vendor has complied with the requirement to withhold and remit state withholding taxes for employee salaries paid. D. Final Payment. Final payment will not be made until the Contractor has filed with the Owner a fully and duly executed Affidavit, General Waiver and Indemnity Agreement, in the form attached hereto as Exhibit B and hereby made a part hereof, together with such other and additional evidence as Owner may request, in form and substance satisfactory to the Owner, that all labor, materials and services expended or used in the Work have been paid for in full and that no liens or other claims for such labor, materials or services can be made or claimed against Contractor, Owner or any other person or any property. In case such evidence is not furnished, the Owner may retain out of any amount due said Contractor a sum sufficient, in the reasonable discretion of Owner, but in any event not less than one and one-half times the sum determined by Owner to be necessary, to pay for all labor, material, services or other claims which are then unpaid or which are then believed by Owner, in its reasonable discretion, to be unpaid. Upon final completion of the Work, Owner shall pay the remainder of the Contract Price as recommended by the City Engineer. 5. COMPLETION DATE. The Work must be completed by December 31, 2027. 6. CONTRACTOR’S REPRESENTATIONS. A. Contractor has examined and carefully studied the Contract Documents and other related data identified in the Contract Documents. B. Contractor has visited the Site and become familiar with and is satisfied as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work. C. Contractor is familiar with and is satisfied as to all federal, state, and local laws and regulations that may affect cost, progress, and performance of the Work. D. Contractor has carefully studied all: (1) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of Page 161 of 1184 140400v01 Contract ENG 25-7NB RNK:08/06/2010 Engineering 1/2015 physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Site (except Underground Facilities) which have been identified in the General Conditions and (2) reports and drawings of a Hazardous Environmental Condition, if any, at the Site. E. Contractor has obtained and carefully studied (or assumes responsibility for doing so) all additional or supplementary examinations, investigations, explorations, tests, studies, and data concerning conditions (surface, subsurface, and Underground Facilities) at or contiguous to the Site which may affect cost, progress, or performance of the Work or which relate to any aspect of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, including any specific means, methods, techniques, sequences, and procedures of construction expressly required by the Bidding Documents, and safety precautions and programs incident thereto. F. Contractor does not consider that any further examinations, investigations, explorations, tests, studies, or data are necessary for the performance of the Work at the Contract Price, within the Contract Times, and in accordance with the other terms and conditions of the Contract Documents. G. Contractor is aware of the general nature of work to be performed by Owner and others at the Site that relates to the Work as indicated in the Contract Documents. H. Contractor has correlated the information known to Contractor, information and observations obtained from visits to the Site, reports and drawings identified in the Contract Documents, and all additional examinations, investigations, explorations, tests, studies, and data with the Contract Documents. I. The Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. J. Responsible Contractor. This contract may be terminated by the City at any time upon discovery by the City that the prime contractor or subcontractor has submitted a false statement under oath verifying compliance with any of the minimum criteria set forth in Minn Stat. § 16C.285, subd. 3. K. Subcontracts: (1) Unless otherwise specified in the Contract Documents, the Contractor shall, upon receipt of the executed Contract Documents, submit in writing to the Owner the names of the Subcontractors proposed for the work. Subcontractors may not be changed except at the request or with the consent of the Owner. Page 162 of 1184 140400v01 Contract ENG 25-7NB RNK:08/06/2010 Engineering 1/2015 (2) The Contractor is responsible to the Owner for the acts and omissions of the Contractor's subcontractors, and of their direct and indirect employees, to the same extent as the Contractor is responsible for the acts and omissions of the Contractor's employees. (3) The Contract Documents shall not be construed as creating any contractual relation between the Owner and any subcontractor. (4) The Contractor shall bind every subcontractor by the terms of the Contract Documents. 7. WORKER’S COMPENSATION. The Contractor shall obtain and maintain for the duration of this Contract, statutory Worker’s Compensation Insurance and Employer’s Liability Insurance as required under the laws of the State of Minnesota. 8. COMPREHENSIVE GENERAL LIABILITY. Contractor shall obtain the following minimum insurance coverage and maintain it at all times throughout the life of the Contract, with the City included as an additional name insured on the general liability insurance on a primary and noncontributory basis. The Contractor shall furnish the City a certificate of insurance satisfactory to the City evidencing the required coverage: Bodily Injury: $1,000,000 each occurrence $1,000,000 aggregate products and completed operations Property Damage: $1,000,000 each occurrence $1,000,000 aggregate Contractual Liability (identifying the contract): Bodily Injury: $1,000,000 each occurrence Property Damage: $1,000,000 each occurrence $1,000,000 aggregate Comprehensive Automobile Liability (owned, non-owned, hired): Bodily Injury: $1,000,000 each occurrence $1,000,000 each accident Property Damage: $1,000,000 each occurrence 9. WARRANTY. The Contractor guarantees that all new equipment warranties as specified within the quote shall be in full force and transferred to the City upon payment by the City. The Contractor shall be held responsible for any and all defects in workmanship, materials, and equipment which may develop in any part of the contracted service, and upon proper notification by the City shall immediately replace, without cost to the City, any such faulty part or parts and damage done by reason of the same in accordance with the bid specifications. Page 163 of 1184 140400v01 Contract ENG 25-7NB RNK:08/06/2010 Engineering 1/2015 10. INDEMNITY. The Contractor agrees to indemnify and hold the City harmless from any claim made by third parties as a result of the services performed by it. In addition, the Contractor shall reimburse the City for any cost of reasonable attorney’s fees it may incur as a result of any such claims. 11. PERFORMANCE AND PAYMENT BONDS. Performance and payment bonds are not required for the doing of any public work if the contract price is $175,000 or less. On projects of more than $175,000 for the doing of public work a payment bond and a performance bond each in the amount of the contract price must be furnished to the City prior to commencement of work. The form of the bonds must satisfy statutory requirements for such bonds. 12. MISCELLANEOUS. A. Terms used in this Agreement have the meanings stated in the General Conditions. B. Owner and Contractor each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, its partners, successors, assigns and legal representatives in respect to all covenants, agreements, and obligations contained in the Contract Documents. C. Any provision or part of the Contract Documents held to be void or unenforceable under any law or regulation shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon Owner and Contractor, who agree that the Contract Documents shall be reformed to replace such stricken provision or part thereof with a valid and enforceable provision that comes as close as possible to expressing the intention of the stricken provisions. D. Data Practices/Records. (1) All data created, collected, received, maintained or disseminated for any purpose in the course of this Contract is governed by the Minnesota Government Data Practices Act, Minn. Stat. Ch. 13, any other applicable state statute, or any state rules adopted to implement the act, as well as federal regulations on data privacy. (2) All books, records, documents and accounting procedures and practices to the Contractor and its subcontractors, if any, relative to this Contract are subject to examination by the City. E. Software License. If the equipment provided by the Contractor pursuant to this Contract contains software, including that which the manufacturer may have embedded into the hardware as an integral part of the equipment, the Contractor shall pay all software licensing fees. The Contractor shall also pay for all software updating fees for a period of one year following cutover. The Contractor shall have no obligation to pay for such fees thereafter. Nothing in the software license or licensing agreement shall obligate the City to pay any additional fees as a condition for continuing to use the software. Page 164 of 1184 140400v01 Contract ENG 25-7NB RNK:08/06/2010 Engineering 1/2015 F. Patented devices, materials and processes. If the Contract requires, or the Contractor desires, the use of any design, device, material or process covered by letters, patent or copyright, trademark or trade name, the Contractor shall provide for such use by suitable legal agreement with the patentee or owner and a copy of said agreement shall be filed with the Owner. If no such agreement is made or filed as noted, the Contractor shall indemnify and hold harmless the Owner from any and all claims for infringement by reason of the use of any such patented designed, device, material or process, or any trademark or trade name or copyright in connection with the Project agreed to be performed under the Contract, and shall indemnify and defend the Owner for any costs, liability, expenses and attorney's fees that result from any such infringement. G. Assignment. Neither party may assign, sublet, or transfer any interest or obligation in this Contract without the prior written consent of the other party, and then only upon such terms and conditions as both parties may agree to and set forth in writing. H. Waiver. In the particular event that either party shall at any time or times waive any breach of this Contract by the other, such waiver shall not constitute a waiver of any other or any succeeding breach of this Contract by either party, whether of the same or any other covenant, condition or obligation. I. Governing Law/Venue. The laws of the State of Minnesota govern the interpretation of this Contract. In the event of litigation, the exclusive venue shall be in the District Court of the State of Minnesota for Hennepin County. J. Severability. If any provision, term or condition of this Contract is found to be or become unenforceable or invalid, it shall not effect the remaining provisions, terms and conditions of this Contract, unless such invalid or unenforceable provision, term or condition renders this Contract impossible to perform. Such remaining terms and conditions of the Contract shall continue in full force and effect and shall continue to operate as the parties’ entire contract. K. Entire Agreement. This Contract represents the entire agreement of the parties and is a final, complete and all inclusive statement of the terms thereof, and supersedes and terminates any prior agreement(s), understandings or written or verbal representations made between the parties with respect thereto. L. Permits and Licenses; Rights-of-Way and Easements. The Contractor shall give all notices necessary and incidental to the construction and completion of the Project. The City will obtain all necessary rights-of- way and easements. The Contractor shall not be entitled to any additional compensation for any construction delay resulting from the City’s not timely obtaining rights-of-way or easements. Page 165 of 1184 140400v01 Contract ENG 25-7NB RNK:08/06/2010 Engineering 1/2015 M. If the work is delayed or the sequencing of work is altered because of the action or inaction of the Owner, the Contractor shall be allowed a time extension to complete the work but shall not be entitled to any other compensation. CITY OF EDINA CONTRACTOR BY: ____________________________ BY: ___________________________ Its Mayor Its AND ___________________________ AND ___________________________ Its City Manager Its Page 166 of 1184 d ITEM REPORT Date: April 16, 2025 Item Activity: Approve Meeting: City Council Agenda Number: 6.4 Prepared By: Chad Millner, Engineering Director Item Type: Report & Recommendation Department: Engineering Item Title: Resolution No. 2025-31: Cooperative Construction Agreement No. 1051546 between MnDOT, Hennepin County, Bloomington, Richfield and Edina Action Requested: Approve Resolution No. 2025-31 Cooperative Construction Agreement No. 1051546 between MnDOT, Hennepin County, Bloomington, Richfield and Edina. Information/Background: The agreement between MnDOT, Hennepin County, Bloomington, Richfield and Edina details the terms of maintenance related to stormwater improvements for Trunk Highway No. 494 from East Bush Lake Road to Trunk Highway No. 77 project. Edina is required to participate in future maintenance of stormwater facilities at the percentage of contributing area from Edina. Resources/Financial Impacts: Edina is required to participate in future maintenance of stormwater facilities at the percentage of contributing area from Edina. Relationship to City Policies: This project aligns with our Comprehensive Plan. Supporting Documentation: 1. Resolution No. 2025-31 Cooperative Construction Agreement No. 1051546 2. Cooperative Construction Agreement No. 1051546 Page 167 of 1184 RESOLUTION NO. 2025-31 ENTERING INTO AGREEMENT NO. 1051546 COOPERATIVE CONSTRUCTION AGREEMENT FOR TRUNK HIGHWAY 494 PROJECT WHEREAS, the State will perform grading, concrete pavement, bituminous pavement, storm sewer, signal system, bridge, lighting, and signing construction and other associated construction upon, along, and adjacent to Trunk Highway No. 494 from East Bush Lake Road to Trunk Highway No. 77 according to State-prepared plans, specifications, and special provisions designated by the State as State Project No. 2785-424 (T.H. 494=393) ("Project"); and, WHEREAS, Bloomington, Richfield, Edina, and the County agree to participate in the Trunk Highway maintenance as specified herein; and, WHEREAS, Agreement No. 1050954 with Bloomington, Agreement No. 1050958 with Richfield, and Agreement No. 1050955 (Hennepin County Agreement No. PW 34-40-22) with the County address Project cost sharing, construction by the State, and related responsibilities not covered in this Agreement; and, WHEREAS, This agreement will terminate and supersede Agreement No. 93084 (Lyndale Avenue), No. 82204 (Penn Avenue), and other traffic control signal agreements as listed herein; and, WHEREAS, Minnesota Statutes § 161.20, subdivision 2 authorizes the Commissioner of Transportation to make arrangements with and cooperate with any governmental authority for the purposes of constructing, maintaining, and improving the trunk highway system. NOW THEREFORE, BE IT RESOLVED, the Mayor and the City Manager are hereby authorized and directed for and on behalf of the City of Edina to execute and enter into MnDOT Agreement No. 1051546 with the State of Minnesota, Department of transportation for the following purposes: To provide for maintenance by the City of Edina upon, along, and adjacent to Trunk Highway No. 494, the limits of which are defined in said Agreement. Page 168 of 1184 Adopted this 16th day of April, 2025. ATTEST:_____________________________ _________________________________ Sharon Allison, City Clerk James B. Hovland, Mayor STATE OF MINNESOTA ) COUNTY OF HENNEPIN ) CITY OF EDINA ) CERTIFICATE OF CITY CLERK I, the undersigned duly appointed and acting City Clerk for the City of Edina do hereby certify that the attached and foregoing Resolution was duly adopted by the Edina City Council at its Regular Meeting of April 16, 2025, and as recorded in the Minutes of said Regular Meeting. WITNESS my hand and seal of said City this ________ day of _____________________, 2025. __________________________________ Sharon Allison, City Clerk Page 169 of 1184 MnDOT Contract No.: 1051546 Hennepin County Contract No.: PW 42-40-22 Bloomington Agreement I.D.: 2024-904 -1- State Let on State Right-of-Way with Local Maintenance STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION And CITY OF BLOOMINGTON And CITY OF RICHFIELD And CITY OF EDINA And HENNEPIN COUNTY COOPERATIVE CONSTRUCTION AGREEMENT State Project Number (S.P.): 2785-424 Trunk Highway Number (T.H.): 494=393 State Project Number: 157-030-007 State Project Number: 107-010-013 State Project Number: 027-652-040 State Project Number: 027-635-037 State Project Number: 027-617-032 State Project Number: 027-632-026 Federal Project Number: CRRSAA-NHPP-NHFP I494(009) Bridge Numbers: 27422, 27423, 27424, 27W51 Bridge Numbers: 27V63, 27V45 Signal System IDs: 1735830, 1735831, 1735832 1735833, 1736395, 1736396 1736509, 1736060, 1736311 This Agreement is between the State of Minnesota, acting through its Commissioner of Transportation ("State"), the City of Bloomington, acting through its City Council ("Bloomington"), the City of Richfield, acting through its City Council ("Richfield"), the City of Edina, acting through its City Council ("Edina"), and Hennepin County, acting through its Board of Commissioners ("County"). Recitals 1. The State will perform grading, concrete pavement, bituminous pavement, storm sewer, signal system, bridge, lighting, and signing construction and other associated construction upon, along, and adjacent to Trunk Highway No. 494 from East Bush Lake Road to Trunk Highway No. 77 according to State-prepared plans, specifications, and special provisions designated by the State as State Project No. 2785-424 (T.H. 494=393) ("Project"); and 2. Bloomington, Richfield, Edina, and the County agree to participate in the Trunk Highway maintenance as specified herein; and Page 170 of 1184 MnDOT Contract No.: 1051546 Hennepin County Contract No.: PW 42-40-22 Bloomington Agreement I.D.: 2024-904 -2- State Let on State Right-of-Way with Local Maintenance 3. Agreement No. 1050954 with Bloomington, Agreement No. 1050958 with Richfield, and Agreement No. 1050955 (Hennepin County Agreement No. PW 34-40-22) with the County address Project cost sharing, construction by the State, and related responsibilities not covered in this Agreement; and 4. This agreement will terminate and supersede Agreement No. 93084 (Lyndale Avenue), No. 82204 (Penn Avenue), and other traffic control signal agreements as listed herein; and 5. Minnesota Statutes § 161.20, subdivision 2 authorizes the Commissioner of Transportation to make arrangements with and cooperate with any governmental authority for the purposes of constructing, maintaining, and improving the trunk highway system. Agreement 1. Term of Agreement; Survival of Terms; Plans; Incorporation of Exhibits 1.1. Effective Date. This Agreement will be effective on the date the State obtains all signatures required by Minnesota Statutes § 16C.05, subdivision 2. 1.2. Expiration Date. This Agreement will expire when all obligations have been satisfactorily fulfilled. 1.3. Survival of Terms. All clauses which impose obligations continuing in their nature and which must survive in order to give effect to their meaning will survive the expiration or termination of this Agreement, including, without limitation, the following clauses: 2. Maintenance by Bloomington; 3. Maintenance by Richfield; 4. Maintenance by Edina; 5. Maintenance by the County; 8. Liability; Worker Compensation Claims; Insurance; 11. State Audits; 12. Government Data Practices; 14. Governing Law; Jurisdiction; Venue; and 16. Force Majeure. 1.4. Plans, Specifications, and Special Provisions. Plans, specifications, and special provisions designated by the State as State Project No. 2785-424 (T.H. 494=393) are on file in the office of the Commissioner of Transportation at St. Paul, Minnesota, and incorporated into this Agreement by reference ("Project Plans"). 1.5. Exhibits. Exhibit A - Maintenance Responsibilities Exhibit and Exhibit B - Drainage Responsibilities Exhibit are attached and incorporated into this Agreement. 2. Maintenance by Bloomington Upon completion of the Project, Bloomington will provide for the following along trunk highway right-of-way within corporate city limits of Bloomington without cost or expense to the State: 2.1. Roadways. Maintenance of 12th Avenue, 78th Street, West 79th Street, East Bloomington Freeway, Lyndale Avenue south of the bridge, and Normandale Service Road and as shown in Exhibit A. Maintenance includes, but is not limited to, snow, ice, and debris removal, resurfacing, seal coating, and any other maintenance activities, according to accepted Bloomington maintenance practices. 2.2. Utilities. Upon completion of Bloomington-owned utilities construction performed within the Bloomington corporate City limits under the construction contract, Bloomington shall provide for the proper maintenance of those utilities, without cost or expense to the State. Bloomington-owned utilities located within the trunk highway right-of-way will be maintained in accordance with the Utility Permit on file in the office of the State's Utility Engineer in St. Paul. Page 171 of 1184 MnDOT Contract No.: 1051546 Hennepin County Contract No.: PW 42-40-22 Bloomington Agreement I.D.: 2024-904 -3- State Let on State Right-of-Way with Local Maintenance 2.3. Storm Sewers. Bloomington will share in the cost of future major maintenance at a rate based on the ratio of contributing water volume entering into the pond at the time that the major maintenance is required. Bloomington's contributing water volume entering into the pond at the time the pond were designed is 79.6 percent for Al’Ambia pond as shown in Exhibit A. Major maintenance includes, but is not limited to, removal of sediment, repair of major erosion problems, major structure and entrance pipe repair and any other major maintenance activities necessary to preserve the facilities and to prevent conditions such as flooding, erosion, sedimentation or accelerated deterioration of the facilities. The State and Bloomington may enter into a separate agreement to define additional responsibilities for maintenance of the pond. Bloomington will share in all maintenance related responsibilities, obligations and liabilities arising out of or by reason of the drainage collecting into and being discharged from the pond. Bloomington will share such maintenance related responsibilities, obligations and liabilities at a rate based on the ratio of contributing water volume entering into the pond as referenced in the previous paragraph, however, contributing water volume ratios may change based on development and alteration of land use in the vicinity. 2.4. Pond Responsibilities. Bloomington will share in the cost of future major maintenance at a rate based on the ratio of contributing water volume entering into the pond at the time that the major maintenance is required. Bloomington's contributing water volume entering into the pond at the time the pond were designed is 79.6 percent for Al’Ambia pond as shown in Exhibit A. Major maintenance includes, but is not limited to, removal of sediment, repair of major erosion problems, major structure and entrance pipe repair and any other major maintenance activities necessary to preserve the facilities and to prevent conditions such as flooding, erosion, sedimentation or accelerated deterioration of the facilities. The State and Bloomington may enter into a separate agreement to define additional responsibilities for maintenance of the pond. Bloomington will share in all maintenance related responsibilities, obligations and liabilities arising out of or by reason of the drainage collecting into and being discharged from the pond. Bloomington will share such maintenance related responsibilities, obligations and liabilities at a rate based on the ratio of contributing water volume entering into the pond as referenced in the previous paragraph, however, contributing water volume ratios may change based on development and alteration of land use in the vicinity. 2.5. 42" Pipe at 80 ½ Street Responsibilities. Bloomington will share in the cost of future major maintenance at a rate based on the ratio of contributing water volume entering into the 42" Reinforced Concrete Pipe at the time that the major maintenance is required. Bloomington's contributing water volume entering into the pipe at the time the storm sewers were designed is 46.9 percent for the 42" Reinforced Concrete Pipe at 80½ Street as shown in Exhibit A. Major maintenance includes, but is not limited to, removal of sediment, repair of major erosion problems, major structure and entrance pipe repair and any other major maintenance activities necessary to preserve the facilities and to prevent conditions such as flooding, erosion, sedimentation or accelerated deterioration of the facilities. The State and Bloomington may enter into a separate agreement to define additional responsibilities for maintenance of the pipe Bloomington will share in all maintenance related responsibilities, obligations and liabilities arising out of or by reason of the drainage collecting into and being discharged from the 42" Reinforced Concrete Pipe at Page 172 of 1184 MnDOT Contract No.: 1051546 Hennepin County Contract No.: PW 42-40-22 Bloomington Agreement I.D.: 2024-904 -4- State Let on State Right-of-Way with Local Maintenance 80½ Street. Bloomington will share such maintenance related responsibilities, obligations and liabilities at a rate based on the ratio of contributing water volume entering into the pipe as referenced in the previous paragraph, however, contributing water volume ratios may change based on development and alteration of land use in the vicinity. 2.6. Sidewalks. Maintenance of any sidewalk construction as shown in Exhibit A as Bloomington responsibility, including stamped and colored concrete sidewalk (if any), pedestrian refuges, and pedestrian ramps. Lyndale Avenue sidewalk on and south of the T.H. 494 bridge and Penn Avenue sidewalk south of the T.H. 494 bridge will be Bloomington’s responsibility. Maintenance includes, but is not limited to, winter maintenance according to Bloomington practices, debris removal, patching, crack repair, panel replacement, cross street pedestrian crosswalk markings, bikeway conflict markings, vegetation control of boulevards (if any), railings, and any other maintenance activities necessary to perpetuate the sidewalks in a safe, useable, and aesthetically acceptable condition. The State will maintain crosswalk markings on the Trunk Highway at ramps which intersect with Bloomington roads. 2.7. Trail and Cycle Track. Maintenance of any trail construction as shown in Exhibit A as Bloomington responsibility. Bloomington will also maintain the cycle track on Portland Avenue within the corporate limits of Bloomington, except the segment of the cycle track on Portland Avenue Bridge over the T.H. 494 without any cost or expense to the State or the County. Maintenance includes, but is not limited to, winter maintenance according to Bloomington practices, sweeping and debris removal, patching, crack repair, pavement replacement, vegetation control, signing, pavement markings, and any other maintenance activities necessary to perpetuate the trail and the cycle track in a safe and usable condition. 2.8. Retaining Walls. Maintenance of the non-trunk highway facing retaining wall construction as shown in Exhibit A. Maintenance includes vegetation control, graffiti removal and any other minor maintenance activities necessary to perpetuate the walls in a safe, usable, and aesthetically acceptable condition. 2.9. Lighting. Maintenance and ownership of lighting facilities construction on the south approach of Pedestrian Bridge No. 27W51, 12th Avenue bridge and roadway, Portland Avenue (south of Bridge No. 27423), Lyndale Avenue (south of Bridge No. 27V63), Penn Avenue (south of Bridge No. 27V45), and Nicollet Avenue roadway and bridge, pedestrian lighting facilities (if any), and as shown in Exhibit A. Maintenance of electrical lighting systems includes everything within the system, from the point of attachment to the power source or utility, to the last light on the feed point, including but not limited to re-lamping of lighting units or replacing of LED luminaires, repair or replacement of all damaged luminaire glassware, loose connections, luminaires when damaged or when ballasts fail, photoelectric control on luminaires, defective starter boards or drivers, damaged fuse holders, blown fuses, knocked down poles including wiring within the poles, damaged poles, pull boxes, underground wire, damaged foundations, equipment pad, installation of approved splices or replacement of wires, repair or extending of conduit, lighting cabinet maintenance including photoelectric cell, electrical distribution system, Gopher State One Call (GSOC) locates, and painting of poles and other equipment. Bloomington will be responsible for the hook up cost and application to secure an adequate power supply to the service pad or pole and will pay all monthly electrical service expenses necessary to operate the lighting facilities on Nicollet Avenue and 12th Avenue. Page 173 of 1184 MnDOT Contract No.: 1051546 Hennepin County Contract No.: PW 42-40-22 Bloomington Agreement I.D.: 2024-904 -5- State Let on State Right-of-Way with Local Maintenance The State will own the France Avenue lighting facilities as shown on Exhibit A. 2.10. Bridge No. 27W51 (Pedestrian Bridge over T.H. 494). The The State will be listed as the owner in the NBIS (National Bridge Inspection Standards) database. A. Bloomington Responsibilities. Bloomington will share in major maintenance with Richfield and be responsible for minor maintenance of the south approach to the pedestrian bridge as shown in Exhibit A. Bloomington will keep the pedestrian bridge approach reasonably clear from litter and debris, and undertake proper and timely winter maintenance according to Bloomington practices when necessary; and keep the pedestrian walkways/shared use paths free and clear from litter and debris, and perform winter maintenance in accordance with ADA standards and Bloomington practices. Winter maintenance, litter, and debris removal will cover the entire pedestrian bridge approach width without pushing ice or snow onto any roadway, railroad, shared use path or walkway below the bridge. Bloomington will be responsible for pavement markings, guardrail on the local roadway, graffiti removal that is visible from the local roadway for the pedestrian bridge approach. Major maintenance includes all structural related maintenance, including expansion joint flushing, deck crack sealing, painting, overlays, re-decking and rehabilitation of the bridge, concrete bridge approach panels, and structurally-supported signing on the bridge. Major maintenance and replacement of the bridge will be cost shared with Bloomington at a rate of 50 percent (and with Richfield at a rate of the remaining 50 percent) and be in accordance with the State's Cost Participation and Maintenance Responsibilities with Local Units of Government Manual, as amended or revised. B. State Responsibilities. The State will perform or contract structural inspections at its own expense. The State is responsible for maintenance of all guardrails on T.H. 494 below the bridge. Maintenance of any roadway signing that is attached to the bridge, for the purpose of the roadway traffic on T.H. 494. Maintenance of all non-ornamental fencing on the Trunk Highway Right-Of-Way. Maintenance of graffiti removal within the control of access below the bridge. The State will determine the safe load rating for the bridge. The State will provide emergency response for traffic hits and restitution from insurance companies or private parties who have damaged the bridge. The State retains its authority to administer, issue, and regulate access permits, sign advertising permits, drainage permits, flag installation, and permits to install utilities on Trunk Highway Right-Of- Way. C. Aesthetics. Bloomington will own and perform maintenance and repair of aesthetic elements (if any) on the south approach to the pedestrian bridge outside the T.H. 494 control of access: ornamental railing, and any aesthetic elements added to the south approach of the pedestrian bridge. Maintenance and repair includes, but is not limited to, painting, graffiti removal, ornamental railing replacement, and any other maintenance activity necessary to perpetuate the aesthetic elements in a safe, usable, and aesthetically acceptable condition 2.11. Bridge No. 27424 (12th Avenue over T.H. 494) and Bridge No. 27V63 (Lyndale Avenue over T. H. 494). The State will retain ownership responsibilities and be listed as owner in the NBIS (National Bridge Inspection Page 174 of 1184 MnDOT Contract No.: 1051546 Hennepin County Contract No.: PW 42-40-22 Bloomington Agreement I.D.: 2024-904 -6- State Let on State Right-of-Way with Local Maintenance Standards) database. The State will perform or contract bridge inspections and major bridge maintenance. The State and Bloomington responsibilities are as follows: A. Bloomington Responsibilities. Bloomington will be responsible for minor maintenance and repair, which includes all non-structural maintenance activities on the bridges without any cost to the State. Minor maintenance and repair includes, but is not limited to, keeping the roadways, bridge decks, shoulders, medians, gutters, and sidewalks clear of litter and debris, appropriate disposal of such material, winter maintenance according to Bloomington practices, pavement markings, guardrail, non- structurally supported signing, and any other maintenance activities necessary to perpetuate the bridges in a safe, usable, and aesthetically acceptable condition. Bloomington will be responsible for oversize, overweight and special use permits. Major maintenance and replacement of Bridge No. 27424 (12th Avenue) will be shared with Bloomington at a rate of 2.7 precent and be in accordance with the State's Cost Participation and Maintenance Responsibilities with Local Units of Government Manual, as amended or revised. B. State Responsibilities. The State will perform or contract structural inspections at its own expense. The State will perform or contract major maintenance of the bridges and invoice Bloomington for the cost of those activities at the cost sharing percentage defined above. Major maintenance includes all structural related maintenance, including expansion joint flushing, deck crack sealing, painting, overlays, re-decking and rehabilitation of the bridges, concrete bridge approach panels, and structurally-supported signing on the bridges. The State retains its authority to administer, issue, and regulate access permits, sign advertising permits, drainage permits, flag installation, and permits to install utilities on Trunk Highway Right-Of- Way. Upon satisfactory completion of Bridge No. 27V63 (Lyndale Avenue) construction over Trunk Highway No. 494 to be performed under the construction contract, the State shall provide for the major maintenance of Bridge No. 27V63 (Lyndale Avenue) and all of the facilities a part thereof, without cost or expense to Richfield and Bloomington. Major maintenance includes but is not limited inspection and structural maintenance of the bridge, including concrete surfacing, abutments, piers, non-ornamental railings, and guardrail from bridge approach panel to bridge approach panel. C. Aesthetics. Bloomington will own and perform maintenance and repair of aesthetic elements on the bridges outside the T.H. 494 control of access: ornamental metal railing, and any aesthetic elements added to the bridges. Maintenance and repair includes, but is not limited to, painting, graffiti removal, ornamental railing replacement, and any other maintenance activity necessary to perpetuate the aesthetic elements in a safe, usable, and aesthetically acceptable condition. 2.12. Bridge No. 27422 (Nicollet Avenue (County State Aid Highway (C.S.A.H.) 52) over T. H 494.. A. Bloomington Responsibilities. Bloomington will be responsible for keeping sidewalks and shared-use paths clear of litter, debris, appropriate disposal of such material, and winter maintenance according to Bloomington practices. Page 175 of 1184 MnDOT Contract No.: 1051546 Hennepin County Contract No.: PW 42-40-22 Bloomington Agreement I.D.: 2024-904 -7- State Let on State Right-of-Way with Local Maintenance Major maintenance and replacement of the bridge will be shared with Bloomington at a rate of 5.7 percent and be in accordance with the State's Cost Participation and Maintenance Responsibilities with Local Units of Government Manual, as amended or revised. B. Aesthetics. Bloomington will own and perform maintenance and repair of aesthetic elements on the bridge outside the T.H. 494 control of access: ornamental metal railing, and any aesthetic elements added to the bridge. Maintenance and repair includes, but is not limited to, painting, graffiti removal, ornamental railing replacement, and any other maintenance activity necessary to perpetuate the aesthetic elements in a safe, usable, and aesthetically acceptable condition 2.13. Bridge No. 27423 (Portland Avenue (C.S.A.H. 35) over T. H. 494). A. Bloomington Responsibilities. Major maintenance and replacement of the bridge will be shared with Bloomington at a rate of 3.4 percent and be in accordance with the State's Cost Participation and Maintenance Responsibilities with Local Units of Government Manual, as amended or revised. 2.14. Lyndale Avenue Aesthetics and Irrigation. Maintenance of the landscaping, vegetation, aesthetic concrete walk, ornamental railing and other aesthetic feature construction performed in the “pork chop” areas at the intersections of the eastbound Trunk Highway No. 494 entrance and exit ramps with Lyndale Avenue within the Bloomington corporate City limits under the construction contract, Bloomington shall provide for the proper routine maintenance, repair and replacement of these items without cost or expense to the State. Routine maintenance and repair includes, but is not limited to, graffiti removal, regular weeding, trimming, liter and debris collection and removal, noxious weed control; removal and replacement of all plant materials that fail to survive, aesthetic concrete panel repair and replacement, ornamental railing repair and replacement, and any other maintenance activities necessary to perpetuate the landscaping, vegetation and aesthetic features in a safe, usable and aesthetically acceptable condition. Bloomington- owned irrigation systems located within the pork chop areas and the trunk highway right-of-way will be maintained in accordance with the Utility Permit on file in the office of the State's Utility Engineer in St. Paul. 2.15. Additional Drainage. No party to this Agreement will drain any additional drainage volume into the storm sewer facilities constructed under the design-build contract that was not included in the drainage for which the storm sewer facilities were designed, without first obtaining written permission to do so from the owner of the storm sewer facilities. 2.16. Future Responsibilities. Upon completion of the American Boulevard roadway and trail, 82nd Street (at Penn Avenue) roadway and trail, Nicollet Avenue trail and sidewalk, Portland Avenue trail and sidewalk, 12th Avenue roadway and trail construction, and miscellaneous roadways, trails, sidewalks, and lighting construction as shown in Exhibit A, Bloomington will accept full and total responsibility and all obligations and liabilities arising out of or by reason of the use, operation, maintenance, repair, and reconstruction of said construction and all of the related facilities constructed as part of this Agreement, without cost or expense to the State. 2.17. Signal System and Emergency Vehicle Preemption System Operation and Maintenance. Operation and maintenance responsibilities will be as follows for the Signal System and Emergency Vehicle Preemption (EVP) Systems on T.H. 494 eastbound (south) ramps at Portland Avenue (C.S.A.H. 35), on T.H. 494 eastbound (south) and westbound (north) ramps at East Bush Lake Road (C.S.A.H. 28), on T.H. 494 north and south ramps at Lyndale Avenue, on T.H. 494 eastbound (south) ramp at France Avenue Page 176 of 1184 MnDOT Contract No.: 1051546 Hennepin County Contract No.: PW 42-40-22 Bloomington Agreement I.D.: 2024-904 -8- State Let on State Right-of-Way with Local Maintenance (C.S.A.H. 17), and upon transfer of the France Avenue at T.H. 494 westbound (north) ramp Right-of-Way to the State, the signal maintenance for the T.H. 494 ramps at France Avenue: A. Bloomington Responsibilities. i. Power. Bloomington will be responsible for the hook-up cost and application to secure an adequate power supply to the service pads or poles and will pay all monthly electrical service expenses necessary to operate the Signal Systems, EVP Systems, and Interconnect. ii. Minor Signal System Maintenance. Bloomington will provide for the following, without cost to the State. (a) Maintain the signal pole mounted Light-emitting Diode (LED) luminaires, including replacing the luminaires when necessary. The LED luminaire must be replaced when it fails or when light levels drop below recommended American Association of State Highway and Transportation Officials (AASHTO) levels for the installation. (b) Replace the Signal Systems LED indications. Replacing LED indications consists of replacing each LED indication when it reaches end of life per the MnDOT Traffic Engineering Manual or fails or no longer meets Institute of Traffic Engineers (ITE) standards for light output. (c) Clean and, if painted, paint the Signal Systems controller cabinet and service cabinet exteriors. Painting will be in accordance with MnDOT Standard Specification 2565.3U, unless approved by the State’s District Traffic Engineer. (d) Clean, and if painted, paint the Signal Systems and luminaire mast arm extensions. Painting will be in accordance with MnDOT Standard Specification 2565.3U, unless approved by the State’s District Traffic Engineer. (e) Paint and maintain the cross-street pedestrian crosswalk markings. B. State Responsibilities. i. Interconnect; Timing; Other Maintenance; Ownership. The State will maintain the Interconnect and signing, and perform all other Signal System, Accessible Pedestrian Signals (APS), and signal pole luminaire circuit maintenance without cost to Bloomington. All Signal System timing will be determined by the State, and no changes will be made without the State's approval. The State will own signal systems within Trunk Highway Right-of-Way. ii. EVP Systems Operation. The EVP Systems will be installed, operated, maintained, and removed according to the following conditions and requirements: (a) All maintenance of the EVP Systems must be done by State forces. (b) Emitter units may be installed only on authorized emergency vehicles, as defined in Minnesota Statutes § 169.011, Subdivision 3. Authorized emergency vehicles may use emitter units only when responding to an emergency. Bloomington will provide the State's District Engineer or their designated representative a list of all vehicles with emitter units, if requested by the State. (c) Malfunction of the EVP Systems must be reported to the State immediately. Page 177 of 1184 MnDOT Contract No.: 1051546 Hennepin County Contract No.: PW 42-40-22 Bloomington Agreement I.D.: 2024-904 -9- State Let on State Right-of-Way with Local Maintenance (d) In the event the EVP Systems or its components are, in the opinion of the State, being misused or the conditions set forth in Paragraph ii. above are violated, and such misuse or violation continues after Bloomington receives written notice from the State, the State may remove the EVP Systems. Upon removal of the EVP Systems pursuant to this Paragraph, all of its parts and components become the property of the State. (e) All timing of the EVP Systems will be determined by the State. C. Right-of-Way Access. The State authorizes Bloomington to enter upon their respective public right-of-way to perform the maintenance activities described in this Agreement. D. Related Agreements. This Agreement will supersede and terminate the operation and maintenance terms of Agreement No. 73027, dated May 4th, 1995, between the parties, for the intersection of T.H. 494 ramps at Portland Avenue, of T.H. 494 ramps at Nicollet Avenue and T.H. 494 ramps at 12th Avenue. This Agreement will supersede and terminate the operation and maintenance terms of Agreement No. 84370, dated April 28th, 2003, between the parties, for the intersection of T.H. 494 ramps at East Bush Lake Road. This Agreement will supersede and terminate the operation and maintenance terms of Agreement No. 62355, dated March 28, 1985, and Agreement No. 1511-R, dated October 20th, 1976, between the parties, for the intersection of T.H. 494 eastbound (south) ramp and westbound (north) ramp at France Avenue. This Agreement will supersede and terminate the operation and maintenance terms of Agreement No. 93084, dated September 12th, 2008, between the parties, for the intersection of T.H. 494 eastbound (south) and westbound (north) ramps at Lyndale Avenue. This Agreement will terminate and supersede the operation and maintenance terms of Agreement No. 82378, dated September 3, 2003, between the State, the County, and Richfield for the intersection of T.H. 494 ramps at Penn Avenue (C.S.A.H. 32). 3. Maintenance by Richfield Upon completion of the Project, Richfield will provide for the following along trunk highway right-of-way within corporate city limits of Richfield without cost or expense to the State: 3.1. Roadways. Maintenance of Harriet Avenue (adjacent to T.H. 494 westbound ramp at Lyndale Avenue) West 78th Street (from Xerxes Avenue/York Avenue to Penn Avenue; from Canadian Pacific Railroad bridge to Nicollet Avenue), East 78th Street (from Nicollet Avenue to 5th Avenue; from Chicago Avenue to 12th Avenue; from 12th Avenue to approximately 14th Avenue), and 12th Avenue as shown in Exhibit A. Maintenance includes, but is not limited to, winter maintenance, and debris removal, resurfacing, seal coating, and any other maintenance activities according to accepted Richfield maintenance practices. 3.2. Utilities. Richfield shall provide for the proper maintenance of City-owned utilities, without cost or expense to the State. Richfield-owned utilities located within the trunk highway right-of-way will be maintained in accordance with the Utility Permit on file in the office of the State's Utility Engineer in St. Paul. 3.3. Storm Sewers. Routine maintenance of any storm sewer facilities construction on roadways and frontage roads within Richfield city limits and outside of the mainline T.H. 494 roadway. Routine maintenance includes, but is not limited to, removal of sediment, debris, vegetation and ice from grates and catch basins, and any other maintenance activities necessary to preserve the facilities and to prevent conditions Page 178 of 1184 MnDOT Contract No.: 1051546 Hennepin County Contract No.: PW 42-40-22 Bloomington Agreement I.D.: 2024-904 -10- State Let on State Right-of-Way with Local Maintenance such as flooding, erosion, or sedimentation, this also includes informing the District Maintenance Engineer of any needed repairs. Exhibit B highlights Richfield’s drainage responsibilities. 3.4. Pond Responsibilities. Richfield will share in the cost of future major maintenance at a rate based on the ratio of contributing water volume entering into the pond at the time that the major maintenance is required. Richfield's contributing water volume entering into the pond at the time the pond was designed is 51.5 percent for Prosopon Wet Pond and Kev Filtration Basin as shown in Exhibit A. Major maintenance includes, but is not limited to, removal of sediment, repair of major erosion problems, major structure and entrance pipe repair and any other major maintenance activities necessary to preserve the facilities and to prevent conditions such as flooding, erosion, sedimentation or accelerated deterioration of the facilities. The State and Richfield may enter into a separate agreement to define additional responsibilities for maintenance of the pond. Richfield will share in all responsibilities, obligations and liabilities arising out of or by reason of the drainage collecting into and being discharged from the pond. Richfield will share such responsibilities, obligations and liabilities at a rate based on the ratio of contributing water volume entering into the pond as referenced in the previous paragraph, however, contributing water volume ratios may change based on development and alteration of land use in the vicinity. 3.5. Sidewalks. Maintenance of any sidewalk construction as shown in Exhibit A as Richfield responsibility, including stamped and colored concrete sidewalk (if any), pedestrian refuge, and pedestrian ramps. Penn Avenue sidewalk on and north of the T.H. 494 bridge, and Lyndale Avenue and Penn sidewalk north of the T.H. 494 bridge will be Richfield’s responsibility. Maintenance includes, but is not limited to, winter maintenance according to Richfield practices, debris removal, patching, crack repair, panel replacement, cross street pedestrian crosswalk markings, bikeway conflict markings, vegetation control of boulevards (if any), railings, and any other maintenance activities necessary to perpetuate the sidewalks in a safe, useable, and aesthetically acceptable condition. The State will maintain crosswalk markings on the Trunk Highway at ramps which intersect with Richfield roads. 3.6. Trail and Cycle Track. Maintenance of any trail construction as shown in Exhibit A as Richfield responsibility. Richfield will also maintain the cycle track on Portland Avenue within the corporate limits of Richfield and on the Portland Avenue Bridge over T.H. 494 without any cost or expense to the State, Bloomington, or the County. Maintenance includes, but is not limited to, winter maintenance according to Richfield practices, sweeping and debris removal, patching, crack repair, pavement replacement, vegetation control, signing, pavement markings, and any other maintenance activities necessary to perpetuate the trail and the cycle track in a safe and usable condition. 3.7. Retaining Walls. Maintenance of non-trunk highway side of retaining wall construction on T.H. 494 at Portland Avenue westbound exit ramp (north ramp), West 78th Street along T.H. 494, East 78th Street along north side of the frontage road, pedestrian bridge retaining wall construction as shown in Exhibit A. Maintenance includes graffiti removal, vegetation control, and any other maintenance activities necessary to perpetuate the walls in a safe, usable, and aesthetically acceptable condition. Page 179 of 1184 MnDOT Contract No.: 1051546 Hennepin County Contract No.: PW 42-40-22 Bloomington Agreement I.D.: 2024-904 -11- State Let on State Right-of-Way with Local Maintenance 3.8. Noise Walls. Maintenance of the non-trunk highway side of any noise wall construction. Maintenance includes vegetation control, graffiti removal on the non-highway side and any other maintenance activities necessary to perpetuate the walls in a safe, usable, and aesthetically acceptable condition. 3.9. Lighting. Maintenance and ownership of lighting facilities construction on Pedestrian Bridge No. 27W51 and the north approach to the pedestrian bridge, 12th Avenue (north of 12th Avenue Bridge No. 27W51), Portland Avenue bridge and roadway north of the bridge, and Nicollet Avenue roadway (north of Nicollet Avenue Bridge No. 27422), Lyndale Avenue north of the T.H. 494 bridge, Penn Avenue (north of the 494 bridge), pedestrian lighting facilities (if any), and as shown in Exhibit A. Maintenance of Richfield-owned lighting facilities located on State right-of-way will adhere to the terms of the Utility Permit on file in the office of the State’s Utility Engineer in St. Paul. Maintenance of electrical lighting systems includes everything within the system, from the point of attachment to the power source or utility, to the last light on the feed point, including but not limited to re-lamping of lighting units or replacing of LED luminaires, repair or replacement of all damaged luminaire glassware, loose connections, luminaires when damaged or when ballasts fail, photoelectric control on luminaires, defective starter boards or drivers, damaged fuse holders, blown fuses, knocked down poles including wiring within the poles, damaged poles, pull boxes, underground wire, damaged foundations, equipment pad, installation of approved splices or replacement of wires, repair or extending of conduit, lighting cabinet maintenance including photoelectric cell, electrical distribution system, Gopher State One Call (GSOC) locates, and painting of poles and other equipment. Richfield will be responsible for the hook up cost and application to secure an adequate power supply to the service pad or pole and will pay all monthly electrical service expenses necessary to operate the lighting facilities on Portland Avenue and the Pedestrian Bridge (Bridge No. 27W51). 3.10. Bridge No. 27W51 (Pedestrian Bridge over T.H. 494). The State will be listed as the owner in the NBIS (National Bridge Inspection Standards) database. A. Richfield Responsibilities. Richfield will share in major maintenance with Bloomington and be responsible for minor maintenance, which includes all non-structural maintenance activities on the pedestrian bridge and north approach to the pedestrian bridge as shown in Exhibit A. Richfield will keep the pedestrian bridge approach and pedestrian bridge reasonably clear from litter and debris, and undertake proper and timely winter maintenance according to Richfield practices when necessary; and keep the pedestrian walkways/shared use paths free and clear from litter and debris, and perform winter maintenance in accordance with ADA standards and Richfield practices. Winter maintenance, litter, and debris removal will cover the entire pedestrian bridge approach width without pushing ice or snow onto any roadway, railroad, shared use path or walkway below the bridge. Richfield will be responsible for pavement markings, guardrail on the local roadway, graffiti removal that is visible from the local roadway, and non-structurally supported signing for the pedestrian bridge and pedestrian bridge approach. Major maintenance and replacement of the bridge will be cost shared with Richfield at a rate of 50 percent (and with Bloomington at a rate of the remaining 50 percent) and be in accordance with the State's Cost Participation and Maintenance Responsibilities with Local Units of Government Manual, as amended or revised. B. State Responsibilities. The State will perform or contract structural inspections at its own expense. The State is responsible for maintenance of all guardrails on T.H. 494 below the Bridge. Maintenance of any Page 180 of 1184 MnDOT Contract No.: 1051546 Hennepin County Contract No.: PW 42-40-22 Bloomington Agreement I.D.: 2024-904 -12- State Let on State Right-of-Way with Local Maintenance roadway signing that is attached to the bridge, for the purpose of the roadway traffic on T.H. 494. Maintenance of all non-ornamental fencing on the Trunk Highway Right-Of-Way. Maintenance of graffiti removal within the control of access below the Bridge. The State will determine the safe load rating for the bridge. The State will provide emergency response for traffic hits and restitution from insurance companies or private parties who have damaged the bridge. The State retains its authority to administer, issue, and regulate access permits, sign advertising permits, drainage permits, flag installation, and permits to install utilities on Trunk Highway Right-Of- Way. C. Aesthetics. Richfield will own and perform maintenance and repair of aesthetic elements on the bridge outside the T.H. 494 control of access: ornamental railing, and any aesthetic elements added to the bridge. Maintenance and repair includes, but is not limited to, painting, graffiti removal, ornamental railing replacement, and any other maintenance activity necessary to perpetuate the aesthetic elements in a safe, usable, and aesthetically acceptable condition. 3.11. Bridge No. 27424 (12th Avenue over T.H. 494). The State will retain ownership responsibilities and be listed as owner in the NBIS (National Bridge Inspection Standards) database. The State will perform or contract bridge inspections and major bridge maintenance. The State and Richfield responsibilities are as follows: A. Richfield Responsibilities. Major maintenance and replacement of the bridge will be cost shared with Richfield at a rate of 2.7 percent and be in accordance with the State's Cost Participation and Maintenance Responsibilities with Local Units of Government Manual, as amended or revised. B. State Responsibilities. The State will perform or contract structural inspections at its own expense. The State will perform or contract major maintenance of the bridge and invoice Richfield for the cost of those activities at the cost sharing percentage defined above. Major maintenance includes all structural related maintenance, including expansion joint flushing, deck crack sealing, painting, overlays, re-decking and rehabilitation of the bridge, concrete bridge approach panels, and structurally- supported signing on the bridge. The State is responsible for maintenance of all guardrails on T.H. 494 below the Bridge. Maintenance of any roadway signing that is attached to the bridge, for the purpose of the roadway traffic on T.H. 494. Maintenance of all non-ornamental fencing on the Trunk Highway Right-Of-Way. Maintenance of graffiti removal within the control of access below the Bridge. The State will determine the safe load rating for the bridge. The State will provide emergency response for traffic hits and restitution from insurance companies or private parties who have damaged the bridge. The State retains its authority to administer, issue, and regulate access permits, sign advertising permits, drainage permits, flag installation, and permits to install utilities on Trunk Highway Right-Of- Way. Page 181 of 1184 MnDOT Contract No.: 1051546 Hennepin County Contract No.: PW 42-40-22 Bloomington Agreement I.D.: 2024-904 -13- State Let on State Right-of-Way with Local Maintenance 3.12. Bridge No. 27423 (Portland Avenue (C.S.A.H. 35) over T.H 494) and Bridge No. 27V45 (Penn Avenue (C.S.A.H. 32) over T.H. 494). A. Richfield Responsibilities. Responsibilities for Bridge No. 27423 (Portland Avenue (C.S.A.H. 35) and Bridge No. 27V45 (Penn Avenue (C.S.A.H. 32) will be as follows. Richfield will be responsible for keeping sidewalks, shared-use paths, and the cycle track on Portland Avenue (Bridge 27423) clear of litter, debris, appropriate disposal of such material, and winter maintenance according to Richfield practices. Major maintenance and replacement of the Portland Avenue (Bridge 27423) will be shared with Richfield at a rate of 3.4 percent and be in accordance with the State's Cost Participation and Maintenance Responsibilities with Local Units of Government Manual, as amended or revised. B. Aesthetics. Richfield will own and perform maintenance and repair of aesthetic elements on the bridge outside the T.H. 494 control of access: ornamental metal railing, and any aesthetic elements added to the bridge. Maintenance and repair includes, but is not limited to, painting, graffiti removal, ornamental railing replacement, and any other maintenance activity necessary to perpetuate the aesthetic elements in a safe, usable, and aesthetically acceptable condition. 3.13. Bridge No. 27422 (Nicollet Avenue (C.S.A.H. 52) over T.H. 494). A. Richfield Responsibilities. Major maintenance and replacement of the bridge will be shared with Richfield at a rate of 5.7 percent and be in accordance with the State's Cost Participation and Maintenance Responsibilities with Local Units of Government Manual, as amended or revised. 3.14. Lyndale Avenue Aesthetics and Irrigation. Maintenance of the landscaping, vegetation, aesthetic concrete walk, ornamental railing and other aesthetic feature construction performed in the “pork chop” areas at the intersections of the west bound Trunk Highway No. 494 entrance and exit ramps with Lyndale Avenue within the Richfield corporate City limits under the construction contract, Richfield shall provide for the proper routine maintenance, repair and replacement of these items without cost or expense to the State. Routine maintenance and repair includes, but is not limited to, graffiti removal, regular weeding, trimming, liter and debris collection and removal, noxious weed control; removal and replacement of all plant materials that fail to survive, aesthetic concrete panel repair and replacement, ornamental railing repair and replacement, and any other maintenance activities necessary to perpetuate the landscaping, vegetation and aesthetic features in a safe, usable and aesthetically acceptable condition. Richfield-owned irrigation systems located within the pork chop areas and the trunk highway right-of-way will be maintained in accordance with the Utility Permit on file in the office of the State's Utility Engineer in St. Paul. 3.15. Additional Drainage. No party to this Agreement will drain any additional drainage volume into the storm sewer facilities constructed under the design-build contract that was not included in the drainage for which the storm sewer facilities were designed, without first obtaining written permission to do so from the owner of the storm sewer facilities. 3.16. Future Responsibilities. Upon completion of 77th Street roadway and trail, Nicollet Avenue trail and sidewalk, Portland Avenue trail and sidewalk, 12th Avenue roadway and trail construction, and miscellaneous roadways, trails, sidewalks, and lighting construction as shown in Exhibit A, Richfield will accept full and total responsibility and all obligations and liabilities arising out of or by reason of the use, Page 182 of 1184 MnDOT Contract No.: 1051546 Hennepin County Contract No.: PW 42-40-22 Bloomington Agreement I.D.: 2024-904 -14- State Let on State Right-of-Way with Local Maintenance operation, maintenance, repair, and reconstruction of said construction and all of the related facilities constructed as part of this Agreement, without cost or expense to the State. 3.17. Portland and Penn Avenue at T.H. 494 Signal System and Emergency Vehicle Preemption System Operation and Maintenance. Operation and maintenance responsibilities will be as follows for the Signal System and Emergency Vehicle Preemption (EVP) System on T.H. 494 westbound (north) ramps at Portland Avenue, and on T.H. 494 ramps at Penn Avenue. A. Richfield Responsibilities. i. Power. Richfield will be responsible for the hook-up cost and application to secure an adequate power supply to the service pads or poles and will pay all monthly electrical service expenses necessary to operate the Signal System, EVP System, and Interconnect. ii. Minor Signal System Maintenance. Richfield will provide for the following, without cost to the State. (a) Maintain the signal pole mounted Light-emitting Diode (LED) luminaires, including replacing the luminaires when necessary. The LED luminaire must be replaced when it fails or when light levels drop below recommended American Association of State Highway and Transportation Officials (AASHTO) levels for the installation. (b) Replace the Signal System LED indications. Replacing LED indications consists of replacing each LED indication when it reaches end of life per the MnDOT Traffic Engineering Manual or fails or no longer meets Institute of Traffic Engineers (ITE) standards for light output. (c) Clean and, if painted, paint the Signal Systems controller cabinet and service cabinet exteriors. Painting will be in accordance with MnDOT Standard Specification 2565.3U, unless approved by the State’s District Traffic Engineer. (d) Clean and, where painted, paint the Signal System and luminaire mast arm extensions. Painting will be in accordance with MnDOT Standard Specification 2565.U, unless approved by the State’s District Traffic Engineer. (e) Paint and maintain the cross-street pedestrian crosswalk markings. B. State Responsibilities. i. Interconnect; Timing; Other Maintenance; Ownership. The State will maintain the Interconnect and signing, and perform all other Signal System, Accessible Pedestrian Signals (APS), and signal pole luminaire circuit maintenance without cost to Richfield. All Signal System timing will be determined by the State, and no changes will be made without the State's approval. The State will own signal systems within Trunk Highway Right-Of-Way. ii. EVP Systems Operation. The EVP System will be installed, operated, maintained, and removed according to the following conditions and requirements: (a) All maintenance of the EVP System must be done by State forces. (b) Emitter units may be installed only on authorized emergency vehicles, as defined in Minnesota Statutes § 169.011, Subdivision 3. Authorized emergency vehicles may use emitter units only Page 183 of 1184 MnDOT Contract No.: 1051546 Hennepin County Contract No.: PW 42-40-22 Bloomington Agreement I.D.: 2024-904 -15- State Let on State Right-of-Way with Local Maintenance when responding to an emergency. Richfield will provide the State's District Engineer or their designated representative a list of all vehicles with emitter units, if requested by the State. (c) Malfunction of the EVP System must be reported to the State immediately. (d) In the event the EVP System or its components are, in the opinion of the State, being misused or the conditions set forth in Paragraph ii. above are violated, and such misuse or violation continues after Richfield receives written notice from the State, the State may remove the EVP System. Upon removal of the EVP System pursuant to this Paragraph, all of its parts and components become the property of the State. (e) All timing of the EVP System will be determined by the State. C. Right-of-Way Access. The State authorizes Richfield to enter upon their respective public right-of-way to perform the maintenance activities described in this Agreement. D. Related Agreements. This Agreement will supersede and terminate the operation and maintenance terms of Agreement No. 73027, dated May 4th, 1995, between the parties, for the intersection of T.H. 494 ramps at Portland Avenue and for the intersection of T.H. 494 ramps at Nicollet Avenue. This Agreement will terminate and supersede the operation and maintenance terms of Agreement No. 82204, dated September 21, 2001, and Agreement No. 82378, dated September 3, 2003, between the State and Richfield for the intersection of T.H. 494 ramps at Penn Avenue (C.S.A.H. 32). This Agreement will supersede and terminate the operation and maintenance terms of Agreement No. 93084, dated September 12th, 2008, between the State, Richfield and Bloomington, for the intersection of T.H. 494 eastbound (south) and westbound (north) ramps at Lyndale Avenue. 3.18. Lyndale Avenue at 77th Street, Lyndale at 76th Street, and 12th Avenue at 77th Street Signal System and Emergency Vehicle Preemption System Operation and Maintenance. The responsibility for the existing traffic control signals on Lyndale Avenue at 77th Street, Lyndale at 76th Street, and 12th Avenue at 77th Street in Richfield will be as follows: A. Richfield will, at its cost and expense: i. Relamp the existing traffic control signal; and ii. Clean and paint the existing traffic control signals, cabinets, and luminaire mast arm extensions; and iii. Maintain the luminaires and all of their components, including replacement of the luminaire if necessary; and iv. Relamp the street lights. B. Signing; Interconnect. Richfield will, at its cost and expense, maintain the signing and interconnect, and perform all other existing traffic control signal and street light maintenance, which all is to be performed by the State on a reimbursable basis. C. EVP System. The EVP systems will be operated, maintained, or removed in accordance with the following conditions and requirements: Page 184 of 1184 MnDOT Contract No.: 1051546 Hennepin County Contract No.: PW 42-40-22 Bloomington Agreement I.D.: 2024-904 -16- State Let on State Right-of-Way with Local Maintenance i. It shall be Richfield’s responsibility, at its cost and expense, to maintain the EVP systems which is to be performed by the State on a reimbursable basis. ii. Emitter units may be installed only on authorized emergency vehicles, as defined in Minnesota Statutes Section 169.011, Subdivision 3. Authorized emergency vehicles may use emitter units only when responding to an emergency. iii. Malfunction of the EVP systems must be reported to the State immediately. iv. In the event the EVP systems or its components are, in the opinion of the State, being misused or the conditions set forth in Article 3.18.C.ii above are violated, and such misuse or violation continues after Richfield receives written notice from the State, the State may remove the EVP systems. Upon removal of the EVP systems pursuant to this Paragraph, all of its parts and components become the property of Richfield. v. All timing of the EVP system will be determined by the State’s Traffic Engineer. D. Power. Richfield, at its cost and expense, will pay all monthly electrical service expenses necessary to operate the traffic control signal and EVP systems. E. State Responsibilities. The State will provide the necessary labor, material, and equipment to maintain and keep in repair, on a reimbursable basis with Richfield, the following: i. Traffic control signal cabinets and control equipment and EVP Systems ii. Repair knockdowns of the traffic control signal systems and perform all other traffic control signal and street light maintenance not performed by Richfield iii. Perform timing and operation of the traffic control signal system and EVP systems at the intersections of 12th Avenue at 77th Street, Lyndale Avenue at 76th Street, and Lyndale Avenue at 77th Street. F. Basis of Richfield Cost. Upon completion of any work performed under Article 3.18 of this Agreement, the State will submit to Richfield a detailed invoice in duplicate listing all labor, equipment, and materials used. Richfield will reimburse the State for services provided hereunder as follows: i. Direct labor charges will be reimbursed at the actual hourly rates paid to State forces performing the work. ii. Fringe benefits will be reimbursed as a percentage of the direct labor charges, such percentage to be determined by the State Accounting and Finance Section at the beginning of each State fiscal year from the current cost accounting data. iii. Overhead costs will be reimbursed as a percentage of the total direct labor charges, fringe benefits, and the cost of any materials, equipment, and personal expense provided, such percentage to be determined by the State Finance and Accounting Section at the beginning of each State fiscal year from the current cost accounting data. iv. Any material used will be reimbursed at their actual cost to the State. G. Payment by Richfield. Upon receipt of said invoice, Richfield will promptly pay the State the full amount due. Page 185 of 1184 MnDOT Contract No.: 1051546 Hennepin County Contract No.: PW 42-40-22 Bloomington Agreement I.D.: 2024-904 -17- State Let on State Right-of-Way with Local Maintenance H. Termination. Either the State or Richfield may delete Article 3.18 without amending this Agreement upon providing 30 days’ notice to the other party. Richfield’s deletion must be accomplished by a resolution of the City Council. The State’s deletion must be accomplished by a letter from the State’s Transportation Assistant Commissioner. Upon deletion of this Article 3.18, it will be Richfield’s responsibility, at its cost and expense, to maintain and keep in repair the existing traffic control signals and EVP systems. Upon deletion, Richfield will be responsible for the timing of the existing traffic control signals and EVP systems. I. Related Agreement. This agreement will terminate and supersede Agreement No. 86777M dated October 11, 2004 between the parties. 4. Maintenance by Edina Upon completion of the Project, Edina will provide for the following along trunk highway right-of-way without cost or expense to the State: 4.1. Pond Responsibilities. Edina will share in the cost of future major maintenance at a rate based on the ratio of contributing water volume entering into the pond at the time that the major maintenance is required. Edina's contributing water volume entering into the pond at the time the pond was designed is 20.6 percent for Barca Wet Pond and Urusyus Filtration Basin. Major maintenance includes, but is not limited to, removal of sediment, repair of major erosion problems, major structure and entrance pipe repair and any other major maintenance activities necessary to preserve the facilities and to prevent conditions such as flooding, erosion, sedimentation or accelerated deterioration of the facilities. The State and Edina may enter into a separate agreement to define additional responsibilities for maintenance of the pond. 4.2. Additional Drainage. No party to this Agreement will drain any additional drainage volume into the storm sewer facilities constructed under the design-build contract that was not included in the drainage for which the storm sewer facilities were designed, without first obtaining written permission to do so from the owner of the storm sewer facilities. 5. Maintenance by the County Upon completion of the Project, the County will provide the following along trunk highway Right-of-Way and within County-owned Right-of-Way without cost or expense to the State: 5.1. Roadways. Maintenance of Penn Avenue (C.S.A.H. 32), Nicollet Avenue (C.S.A.H.) No. 52, and Portland Avenue (C.S.A.H. 35) as shown in Exhibit A. Maintenance includes, but is not limited to, snow, ice, and debris removal, resurfacing, seal coating, and any other maintenance activities according to accepted County maintenance practices. 5.2. Storm Sewers. Routine maintenance of any storm sewer facilities construction on Nicollet Avenue (C.S.A.H. 52), Penn Avenue (C.S.A.H. 32), and Portland Avenue (C.S.A.H. 35) and as shown in Exhibit A and detailed herein. Routine maintenance includes, but is not limited to, removal of sediment, debris, vegetation and ice from grates and catch basins, and any other maintenance activities necessary to preserve the facilities and to prevent conditions such as flooding, erosion, or sedimentation, this also includes informing the District Maintenance Engineer of any needed repairs. Exhibit B highlights the County’s drainage responsibilities. Page 186 of 1184 MnDOT Contract No.: 1051546 Hennepin County Contract No.: PW 42-40-22 Bloomington Agreement I.D.: 2024-904 -18- State Let on State Right-of-Way with Local Maintenance 5.3. Pond Responsibilities. The County will share in the cost of future major maintenance at a rate based on the ratio of contributing water volume entering into the pond at the time that the major maintenance is required. The County's contributing water volume entering into the pond at the time the pond were designed is 4.9 percent for Barca Wet Pond and Urusyus Filtration Basin. Major maintenance includes, but is not limited to, removal of sediment, repair of major erosion problems, major structure and entrance pipe repair and any other major maintenance activities necessary to preserve the facilities and to prevent conditions such as flooding, erosion, sedimentation or accelerated deterioration of the facilities. The State and the County may enter into a separate agreement to define additional responsibilities for maintenance of the pond. 5.4. Bridge No. 27V45 (Penn Avenue (C.S.A.H. 32) over T.H. 494), Bridge No. 27422 (Nicollet Avenue (C.S.A.H. 52) over T.H. 494) and Bridge No. 27423 (Portland Avenue (C.S.A.H. 35) over T.H 494). The State will be listed as the owner in the NBIS (National Bridge Inspection Standards) database. The State and County responsibilities are as follows: A. County Responsibilities. The County will be responsible for minor maintenance and repair, which includes all non-structural maintenance activities on the bridge without any cost to the State. Minor maintenance and repair includes, but is not limited to, keeping the roadway, bridge deck, shoulders, medians, gutters, pavement markings, guardrail, non-structurally supported signing, and any other maintenance activities necessary to perpetuate the bridge in a safe, usable, and aesthetically acceptable condition. The County will be responsible for oversize, overweight and special use permits. Major maintenance and replacement of the bridges will be shared with the County at a rate of 11.5 percent for C.S.A.H. 52 (Nicollet Avenue) and 6.8 percent for C.S.A.H. 35 (Portland Avenue) and be in accordance with the State's Cost Participation and Maintenance Responsibilities with Local Units of Government Manual, as amended or revised. B. State Responsibilities. The State will perform or contract structural inspections at its own expense. The State will perform or contract major maintenance of the bridge and invoice the County for the cost of those activities at the cost sharing percentage defined above. Major maintenance includes all structural related maintenance, including expansion joint flushing, deck crack sealing, painting, overlays, re-decking and rehabilitation of the bridge, concrete bridge approach panels, and structurally- supported signing on the bridge. The State is responsible for maintenance of all guardrails on T.H. 494 below the Bridge. Maintenance of any roadway signing that is attached to the bridge, for the purpose of the roadway traffic on T.H. 494. Maintenance of all non-ornamental fencing on the Trunk Highway Right-Of-Way. Maintenance of graffiti removal within the control of access below the Bridge. The State will determine the safe load rating for the bridge. The State will provide emergency response for traffic hits and restitution from insurance companies or private parties who have damaged the bridge. The State retains its authority to administer, issue, and regulate access permits, sign advertising permits, drainage permits, flag installation, and permits to install utilities on Trunk Highway Right-Of- Way. Page 187 of 1184 MnDOT Contract No.: 1051546 Hennepin County Contract No.: PW 42-40-22 Bloomington Agreement I.D.: 2024-904 -19- State Let on State Right-of-Way with Local Maintenance 5.5. Additional Drainage. No party to this Agreement will drain any additional drainage volume into the storm sewer facilities constructed under the design-build contract that was not included in the drainage for which the storm sewer facilities were designed, without first obtaining written permission to do so from the owner of the storm sewer facilities. 5.6. Signal System and Emergency Vehicle Preemption System Operation and Maintenance A. Related Agreements. This Agreement will supersede and terminate the operation and maintenance terms of Agreement No. 73027 (Hennepin County Agreement No. PW 04-40-95), dated May 4th, 1995, between the parties, for the intersection of T.H. 494 ramps at Portland Avenue (C.S.A.H. 35) and for the intersection of T.H. 494 at Nicollet Avenue (C.S.A.H. 52). This Agreement will supersede and terminate the operation and maintenance terms of Agreement No. 84370 (Hennepin County Agreement No. PW- 08-40-03), dated April 28th, 2003, between the parties, for the intersection of T.H. 494 ramps at East Bush Lake Road (C.S.A.H. 28). This Agreement will supersede and terminate the operation and maintenance terms of Agreement No. 62355 (Hennepin County Agreement No. PW 07-40-85), dated March 28, 1985, between the parties, for the intersection of T.H. 494 ramps at France Avenue (C.S.A.H. 17). 6. Authorized Representatives Each party's Authorized Representative is responsible for administering this Agreement and is authorized to give and receive any notice or demand required or permitted by this Agreement. 6.1. The State's Authorized Representative will be: Name, Title: Malaki Ruranika, Cooperative Agreements Engineer (or successor) Address: 395 John Ireland Boulevard, Mailstop 682, St. Paul, MN 55155 Telephone: (651) 366-4634 E-Mail: malaki.ruranika@state.mn.us 6.2. Bloomington's Authorized Representative will be: Name, Title: Julie Long, Bloomington City Engineer (or successor) Address: 1700 West 98th Street, Bloomington, MN 55431 Telephone: (952) 563-4865 E-Mail: jlong@bloomingtonmn.gov 6.3. Richfield's Authorized Representative will be: Name, Title: Joe Powers, Richfield City Engineer (or successor) Address: 1901 East 66th Street, Richfield, MN 55423 Telephone: (612) 861-9791 E-Mail: jpowers@richfieldmn.gov 6.4. Edina's Authorized Representative will be: Name, Title: Chad Millner, Edina Director of Engineer (or successor) Address: 7450 Metro Boulevard, Edina, MN 55439 Telephone: (952) 826-0392 E-Mail: cmillner@edinamn.gov Page 188 of 1184 MnDOT Contract No.: 1051546 Hennepin County Contract No.: PW 42-40-22 Bloomington Agreement I.D.: 2024-904 -20- State Let on State Right-of-Way with Local Maintenance 6.5. The County's Authorized Representative will be: Name, Title: Carla Stueve, County Engineer (or successor) Address: 1600 Prairie Drive, Medina, MN 55340 Telephone: (612) 596-0356 E-Mail: carla.stueve@hennepin.us 7. Assignment; Amendments; Waiver; Contract Complete 7.1. Assignment. No party may assign or transfer any rights or obligations under this Agreement without the prior consent of the other party and a written assignment agreement, executed and approved by the same parties who executed and approved this Agreement, or their successors in office. The foregoing does not prohibit Bloomington, Richfield, Edina, or the County from contracting with a third party to perform Bloomington’s, Richfield’s, Edina’s or the County's maintenance responsibilities covered under this Agreement. 7.2. Amendments. Any amendment to this Agreement must be in writing and will not be effective until it has been executed and approved by the same parties who executed and approved the original Agreement, or their successors in office. 7.3. Waiver. If a party fails to enforce any provision of this Agreement, that failure does not waive the provision or the party's right to subsequently enforce it. 7.4. Contract Complete. This Agreement contains all prior negotiations and agreements between the State, Bloomington, Richfield, Edina, and the County. No other understanding regarding this Agreement, whether written or oral, may be used to bind either party. 8. Liability; Worker Compensation Claims; Insurance Each party is responsible for its own acts, omissions, and the results thereof to the extent authorized by law and will not be responsible for the acts, omissions of others, and the results thereof. Minnesota Statutes § 3.736 and other applicable law govern liability of the State. Minnesota Statutes Chapter 466 and other applicable law govern liability of Bloomington, Richfield, Edina, and the County. Each party is responsible for its own employees for any claims arising under the Workers Compensation Act. 9. Nondiscrimination Provisions of Minnesota Statutes § 181.59 and of any applicable law relating to civil rights and discrimination are considered part of this Agreement. 10. Title VI/Non-discrimination Assurances Bloomington, Richfield, Edina, and the County agree to comply with all applicable US DOT Standard Title VI/Non- Discrimination Assurances contained in DOT Order No. 1050.2A, and in particular Appendices A and E, which can be found at: https://edocs-public.dot.state.mn.us/edocs_public/DMResultSet/download?docId=11149035. If federal funds are included in this Agreement, Bloomington, Richfield, Edina, and the County will ensure the appendices and solicitation language within the assurances are inserted into contracts as required. The State may conduct a review of Bloomington's, Richfield's, Edina’s, or the County’s compliance with this provision. Bloomington, Richfield, Edina, and the County must cooperate with the State throughout the review process by supplying all requested information and documentation to the State, making Bloomington, Richfield, Edina, and Page 189 of 1184 MnDOT Contract No.: 1051546 Hennepin County Contract No.: PW 42-40-22 Bloomington Agreement I.D.: 2024-904 -21- State Let on State Right-of-Way with Local Maintenance County staff and officials available for meetings as requested, and correcting any areas of non-compliance as determined by the State. 11. State Audits Under Minnesota Statutes § 16C.05, subdivision 5, Bloomington's, Richfield's, Edina’s, and the County's books, records, documents, accounting procedures, and practices relevant to this Agreement are subject to examination by the State and the State Auditor or Legislative Auditor, as appropriate, for a minimum of six years from the end of this Agreement. 12. Government Data Practices Bloomington, Richfield, Edina, the County and State must comply with the Minnesota Government Data Practices Act, Minnesota Statutes Chapter 13, as it applies to all data provided under this Agreement, and as it applies to all data created, collected, received, stored, used, maintained, or disseminated by Bloomington, Richfield, Edina, and the County under this Agreement. The civil remedies of Minnesota Statutes §13.08 apply to the release of the data referred to in this clause by either Bloomington, Richfield, Edina, the County, or the State. 13. Telecommunications Certification By signing this agreement, Bloomington, Richfield, Edina, and the County certifies that, consistent with Section 889 of the John S. McCain National Defense Authorization Act for Fiscal Year 2019, Pub. L. 115-232 (Aug. 13, 2018), and 2 CFR 200.216, Bloomington, Richfield, Edina, and the County will not use funding covered by this agreement to procure or obtain, or to extend, renew, or enter into any contract to procure or obtain, any equipment, system, or service that uses “covered telecommunications equipment or services” (as that term is defined in Section 889 of the Act) as a substantial or essential component of any system or as critical technology as part of any system. Bloomington, Richfield, Edina, and the County will include this certification as a flow down clause in any contract related to this agreement. 14. Governing Law; Jurisdiction; Venue Minnesota law governs the validity, interpretation, and enforcement of this Agreement. Venue for all legal proceedings arising out of this Agreement, or its breach, must be in the appropriate state or federal court with competent jurisdiction in Ramsey County, Minnesota. 15. Termination; Suspension 15.1. By Mutual Agreement. This Agreement may be terminated by mutual agreement of the parties or by the State for insufficient funding as described below. 15.2. Termination for Insufficient Funding. The State may immediately terminate this Agreement if it does not obtain funding from the Minnesota Legislature, or other funding source; or if funding cannot be continued at a level sufficient to allow for the performance of contract construction under the Project. Termination must be by written or fax notice to Bloomington, Richfield, Edina, and the County. 15.3. Suspension. In the event of a total or partial government shutdown, the State may suspend this Agreement and all work, activities and performance of work authorized through this Agreement. Page 190 of 1184 MnDOT Contract No.: 1051546 Hennepin County Contract No.: PW 42-40-22 Bloomington Agreement I.D.: 2024-904 -22- State Let on State Right-of-Way with Local Maintenance 16. Force Majeure No party will be responsible to the other for a failure to perform under this Agreement (or a delay in performance), if such failure or delay is due to a force majeure event. A force majeure event is an event beyond a party's reasonable control, including but not limited to, unusually severe weather, fire, floods, other acts of God, labor disputes, acts of war or terrorism, or public health emergencies. [The remainder of this page has been intentionally left blank] Page 191 of 1184 MnDOT Contract No.: 1051546 Hennepin County Contract No.: PW 42-40-22 Bloomington Agreement I.D.: 2024-904 -23- State Let on State Right-of-Way with Local Maintenance CITY OF RICHFIELD The undersigned certify that they have lawfully executed this contract on behalf of the Governmental Unit as required by applicable charter provisions, resolutions, or ordinances. By: Title: Date: By: Title: Date: DEPARTMENT OF TRANSPORTATION Approved: By: (District Engineer) Date: COMMISSIONER OF ADMINISTRATION By: (With Delegated Authority) Date: INCLUDE COPY OF RESOLUTION APPROVING THE AGREEMENT AND AUTHORIZING ITS EXECUTION. Page 192 of 1184 MnDOT Contract No.: 1051546 Hennepin County Contract No.: PW 42-40-22 Bloomington Agreement I.D.: 2024-904 -24- State Let on State Right-of-Way with Local Maintenance CITY OF EDINA The undersigned certify that they have lawfully executed this contract on behalf of the Governmental Unit as required by applicable charter provisions, resolutions, or ordinances. By: Title: Date: By: Title: Date: INCLUDE COPY OF RESOLUTION APPROVING THE AGREEMENT AND AUTHORIZING ITS EXECUTION. Page 193 of 1184 MnDOT Contract No.: 1051546 Hennepin County Contract No.: PW 42-40-22 Bloomington Agreement I.D.: 2024-904 -25- State Let on State Right-of-Way with Local Maintenance CITY OF BLOOMINGTON The undersigned certify that they have lawfully executed this contract on behalf of the Governmental Unit as required by applicable charter provisions, resolutions, or ordinances. By: (Bloomington City Manager) Date: By: (Bloomington City Mayor) Date: Reviewed and Approved by the Bloomington City Attorney: By: (Bloomington City Attorney) Date: INCLUDE COPY OF RESOLUTION APPROVING THE AGREEMENT AND AUTHORIZING ITS EXECUTION. Page 194 of 1184 -26- State Let on State Right-of-Way with Local Maintenance HENNEPIN COUNTY The undersigned certify that they have lawfully executed this contract on behalf of the Governmental Unit as required by applicable charter provisions, resolutions, or ordinances. ATTEST: By: (Deputy/Clerk of the County Board) Date: REVIEWED BY THE COUNTY ATTORNEY'S OFFICE: By: (Assistant County Attorney) Date: REVIEWED By: _________________________________________ (Sheri Selton) Date: _______________________________________ INCLUDE COPY OF RESOLUTION APPROVING THE AGREEMENT AND AUTHORIZING ITS EXECUTION. By: (Chair of its County Board) Date: And: (County Administrator) Date: And: (Assistant County Administrator, Public Works) Date: RECOMMENDED FOR APPROVAL By: (County Highway Engineer) Date: RECOMMENDED FOR APPROVAL By: (Department Director, Transportation Operations) Date: Page 195 of 1184 Page 196 of 1184 Page 197 of 1184 Page 198 of 1184 Page 199 of 1184 Page 200 of 1184 Page 201 of 1184 Page 202 of 1184 Page 203 of 1184 Page 204 of 1184 Page 205 of 1184 Page 206 of 1184 $SIGNDATE$ DESIGNED BY: CHECKED BY:$FILE$$DATE$$TIME$FILENAME:DATE:TIME:Sheet No. of Sheets DRAWN BY: SIGNATURE: PRINTED NAME: BY ME OR UNDER MY DIRECT SUPERVISION AND THAT UNDER THE LAWS OF THE STATE OF MINNESOTA.DATE:LIC. NO. I HEREBY CERTIFY THAT THIS SHEET WAS PREPARED I AM A DULY LICENSED PROFESSIONAL ENGINEER MINNESOTA DEPARTMENT OF TRANSPORTATION MRG DSS STATE PROJECT NO. 2785-424 (I-494)KMM I-494 AIRPORT TO HWY 169 300 305 805 705410200 205 210 100 105 110 310 315435 440 445 450 455 460 435 440 445 450 455 460 MnDOT Steel96" MnDOT RCP30" MnDOTRCP12" MnDOT RCP 30" MnDOTRCP12" MnDOTRCP15" MnDOTRCP48" MnDOT RCP 30" MnDOTRCP12" MnDOTRCP15" MnDOTRCP48" MnDOT RCP 30" MnDOTRCP15" MnDOTRCP12" MnDOTRCP12" MnDOT RCP 36" MnDOT RCP 30" MnDOTRCP15" MnDOTRCP24" MnDOT RCP 15" MnDOT RCP 24" MnDOTRCP15" MnDOT RCP12" MnDOTRCP12" MnDOT RCP 24" MnD OT R CP 15" MnDOTRCP12" MnDOT RCP 24" MnDOTRCP18" MnDOTRCP15" MnDOTRCP12" MnDOTRCP21" MnD OT R CP 15" MnDOTRCP 24" MnDOTRCP18" MnDOTRCP 12" MnDOT RCP 21" MnDOT RCP 12" MnDOTRCP15" MnDOT RCP 18" MnDOTRCP12" MnDOT RCP 12" MnDOTRCP12" MnDOT RCP12" MnDOTRCP 21" MnDOTRCP12" MnD OTRCP12" MnDOT RCP 18" MnDOT RCP 12" MnDOT RCP 12" MnDOTRCP21" MnDOTRCP15" MnDOT RCP 18" MnDOT RCP 12" MnDOT RCP 12" Mn DOTRCP 21" MnDOT RCP 15" MnDOT RCP12" MnDOTRCP18" MnDOT RCP 12" MnDOT RCP 15" MnDOTRCP18" MnDOT RCP12" MnDOT RCP12" MnDOTRCP15" MnDOT RCP 15" MnD OT RCP 15" MnDOTRCP96" MnDOTRCP48" MnDOTRCP15" MnDOT RCP 42" MnDOTRCP12" MnDOT RCP 42" MnDOT RCP 12" MnDOTRCP27" MnDOTRCP48" MnDOT RCP 12" MnDOT RCP12" MnDOT RCP 48" MnDOTRCP15" MnDOTRCP18" MnDOTRCP15" MnDOT RCP 12" MnDOTRCP15" MnDOTRCP27" MnDOTRCP15" MnDOT RCP 30" MnDOT PVC 21" SCALE IN FEET 100 2000 DRAINAGE RESPONSIBILITIES EXHIBIT LEGENDAMERICAN BLVDPACIFIC RAIL ROADEAST BUSH LAKE ROADPICTURE DRGREE N V ALLE Y D RI VE NORMANDALE LAKE BLVD INTERSTATE 494 MnDOT-100% DRY POND LIN ZHAO PORK CHOP WET POND (EXISTING) HENNEPIN COUNTY BMP CITY OF BLOOMINGTON CITY OF RICHFIELD MnDOT 1 10 Page 207 of 1184 $SIGNDATE$ DESIGNED BY: CHECKED BY:$FILE$$DATE$$TIME$FILENAME:DATE:TIME:Sheet No. of Sheets DRAWN BY: SIGNATURE: PRINTED NAME: BY ME OR UNDER MY DIRECT SUPERVISION AND THAT UNDER THE LAWS OF THE STATE OF MINNESOTA.DATE:LIC. NO. I HEREBY CERTIFY THAT THIS SHEET WAS PREPARED I AM A DULY LICENSED PROFESSIONAL ENGINEER MINNESOTA DEPARTMENT OF TRANSPORTATION MRG DSS STATE PROJECT NO. 2785-424 (I-494)KMM I-494 AIRPORT TO HWY 169 310 315600 605500505 510800805 810700705710 405 100 105 110 200205210 465 470 475 480 485 490 465 470 475 480 485 490 200205210 215 220 225 300 105 110 115 120 125 Bloomington 12" RCP Bloomington12" RCP Bloomington 12" RCP Bloomington 12" RCP Bloomington12" RCPBloomington12" RCPBloomington12" RCPBloomington12" RCPBloomington24" RCPBloomington24" RCP Bloomington 24" RCP Bloomington12" RCPBloomington 24" RCP Bloomington12" RCPBloomington 18" RCP Bloomington 15" RCP Bloomington12" RCPBloomington 12" RCPBloomington12" RCPBloomington 12" RCP Bloomington 12" RCPBloomin gto n1 2" R CP Bloomington15" RCP Bloomington12" RCP Blo o min gto n12" R CPBloomington12" RCPBloomington12" RCPBloomington12" RCP Bloomington 12" RCP Bloomington12" RCP Bloomington RCP 15" BloomingtonRCP12" BloomingtonRCP12" Bloomington RCP 15" Bloomington Steel 12" BloomingtonRCP12" Bloomington RCP 12" Bloomington RCP15" Bloomington RCP12" BloomingtonRCP12" MnDOT RCP12" MnDOT RCP 12" MnDOTRCP18" MnDOTRCP12" MnDOTRCP15" MnDOT RCP 12" MnDOTRCP15" MnDOTRCP48" MnDOTRCP48" MnDOTRCP48" MnDOTRCP18" M nDOTRCP60" MnDOTRCP48" MnDOT RCP18" Mn DOTRCP 12" MnDOTRCP27" MnDOTRCP24" MnDOTRCP15" MnDOTRCP15" MnDOT RCP 12" Mn DO T R CP 24" MnDOTRCP12" MnDOT RCP 48" MnD OTRCP 60" MnDOT RCP 12" MnDOT RCP48" MnDOT RCP 12" MnDOTRCP12" MnDOT RCP 15" MnDOT RCP 15" MnDOT RCP 48" MnDOTRCP15" MnD OT R CP 60" MnDOT RCP 15" MnDOT RCP 18" MnDOTRCP12" MnDOT RCP 48" MnDOT RCP 18" MnDOT RCP 18" MnDOTRCP12" MnDOTRCP12" MnDOT RCP 48" MnDOT RCP 18" MnDOT RCP 18" MnDOT RCP 18" MnDOT RCP 12" MnDOT RCP 12" MnDOT RCP 48" MnDOTRCP15" MnDOTRCP 15" MnDOTRCP15" MnDOTRCP24" MnDOT RCP 18" MnDOT RCP 12" MnDOTRCP12" MnDOT RCP15" MnDOTRCP12" MnDOT RCP 48" MnDOTRCP18" MnDOTRCP24" Mn DO TR CP 60" MnDOTRCP12" MnDOT RCP 12" MnDOTRCP12" MnDOTRCP12" MnDOT RCP 48" MnDOT RCP 12" MnDOTRCP15" MnDOT RCP 48" MnDOTRCP60" MnDOTRCP12" MnDOTRCP12" MnDOT RCP 48" MnDOTRCP12" MnDOTRCP12" MnDOT RCP48" MnDOT RCP 12" MnDOTRCP15" MnDOT RCP 48" MnDOTRCP60" MnDOT RCP12" MnDOTRCP15" MnDOT RCP 48" MnDOTRCP60" MnDOT RCP12" MnDOT RCP 48" Mn DOT RCP 60" MnDOTRCP48" MnDOTRCP12" MnDO TRCP12" MnDOTRCP18" MnDOTPVC12" SCALE IN FEET 100 2000 DRAINAGE RESPONSIBILITIES EXHIBIT LEGEND NORMANDALE BLVDOXBOROUGH AVE SMINNESOTA 100 34 HENNEPIN INTERSTATE 494 MnDOT-100% SAMSARA DRY POND REMOVED POND REMOVED POND HENNEPIN COUNTY BMP CITY OF BLOOMINGTON CITY OF RICHFIELD MnDOT 102 Page 208 of 1184 $SIGNDATE$ DESIGNED BY: CHECKED BY:$FILE$$DATE$$TIME$FILENAME:DATE:TIME:Sheet No. of Sheets DRAWN BY: SIGNATURE: PRINTED NAME: BY ME OR UNDER MY DIRECT SUPERVISION AND THAT UNDER THE LAWS OF THE STATE OF MINNESOTA.DATE:LIC. NO. I HEREBY CERTIFY THAT THIS SHEET WAS PREPARED I AM A DULY LICENSED PROFESSIONAL ENGINEER MINNESOTA DEPARTMENT OF TRANSPORTATION MRG DSS STATE PROJECT NO. 2785-424 (I-494)KMM I-494 AIRPORT TO HWY 169 500300 305400405 410 495 500 505 510 515 520 525 495 500 505 510 515 520 525 230 235 240 200115 6006 0 5 Bloomington 12" RCPBloomington24" RCPBloomington12" RCPBloomington18" RCP Bloomington12" RCP Bloomington12" RCPBloomington12" RCPBloomington15" RCPBloomington 15" RCP Bloomington12" RCP Bloomington12" RCPBloomington 12" RCP Bloomington18" RCPBloomingtonRCP24" Blo omingtonRCP12" BloomingtonRCP15" Bloomington RCP 24" MnDOTRCP12" Mn DOTRCP15" MnDOTRCP12" MnDOTRCP12" MnDOTRCP12" Mn DOTR CP30" MnDOTRCP30" MnDOTRCP30" MnDOTRCP30" MnDOTRCP24" MnDOTRCP24" MnDOTRCP24" MnDOTRCP24" MnDOTRCP15" MnDOTRCP15" MnDOTRCP15" MnDOTRCP12" MnDOTRCP12" MnDOT RCP 30" MnDOT RCP 30" MnDOTRCP12" MnDO T RCP 24" MnDOTRCP18" MnDOTRCP15" MnDOTRCP18" MnDOTRCP18" MnDOTRCP1 8" MnDOTRCP12" MnDOTRCP15" MnDOTRCP18" MnDOT RCP 12" MnDOT RCP 12" MnDOTRCP15" MnDOTRCP30" MnDOTRCP36" MnDOTRCP36 " MnDOTRCP12" MnDOTRCP42" MnDOTRCP12" MnDOTRCP12" MnDOTRCP12" MnDOTRCP15" MnDOTRCP42" MnDOTRCP60" Mn DOTRCP15" MnDOTRCP15" MnDOTRCP12" MnDOT RCP12" MnDOTRCP12" MnDOTRCP48" MnDOTRCP18" MnDOTRCP48" MnDOTRCP12" MnDOTRCP18" MnDOTRCP48" MnDOTRCP36" Mn DOTRCP6 0" MnDOT RCP 12" MnDOTRCP48" MnDOTRCP15" MnDOTRCP24" MnDOT RCP 60" MnDOTRCP 48" MnDOT RCP 42" Mn DOTRC P12" Mn DOTRCP12" MnDOT RCP42" MnDOT RCP 12" MnDOT RCP 12" MnDOTRCP 48" Mn DOT RCP 60" MnDOTRCP12" MnDOTRCP15" MnDOT RCP48" MnDOT RCP 60" MnDOTRCP18" MnDOT RCP 48" MnDOT RCP 48" MnDOTRCP15" MnDOTRCP18" MnD OTRCP12" MnDOTRCP15" MnDOTRCP15" MnDOTRCP18" MnDOTRC P1 5" Mn DOTRCP12 " MnDOTRCP48" MnDOTRCP48" Mn DOT RCP 48" MnDOTRCP42" SCALE IN FEET 100 2000 DRAINAGE RESPONSIBILITIES EXHIBIT W81ST ST W 78TH ST JOHNSON AVE SFRANCE AVEFRANCE AVEW 80TH ST CIRAMERICAN BLVD LEGEND HENNEPIN COUNTY BMP CITY OF BLOOMINGTON CITY OF RICHFIELD MnDOT DISTRICT THREE RIVERS PARK INTERSTATE 494 MnDOT-100% EPHREM DRY POND MnDOT-57.5% RICHFIELD-31.9% HENNEPIN-1.4% EDINA-5.2% BLOOMINGTON-4% BARCA WET POND MnDOT-94% HENNEPIN-6% URUSYUS FILTRATION BASIN MnDOT-100% GHAZALI DRY POND 103 Page 209 of 1184 $SIGNDATE$ DESIGNED BY: CHECKED BY:$FILE$$DATE$$TIME$FILENAME:DATE:TIME:Sheet No. of Sheets DRAWN BY: SIGNATURE: PRINTED NAME: BY ME OR UNDER MY DIRECT SUPERVISION AND THAT UNDER THE LAWS OF THE STATE OF MINNESOTA.DATE:LIC. NO. I HEREBY CERTIFY THAT THIS SHEET WAS PREPARED I AM A DULY LICENSED PROFESSIONAL ENGINEER MINNESOTA DEPARTMENT OF TRANSPORTATION MRG DSS STATE PROJECT NO. 2785-424 (I-494)KMM I-494 AIRPORT TO HWY 169505 530 535 540 545 550 555 530 535 540 545 550 555 600 605 205 210 500 100 105110 MnDOTRCP12" Mn DO TR CP 15" MnDOTRCP15" MnDOTRCP12" Mn DOTRCP24" MnDOTRCP24" Mn DOTRCP24" MnDOTRCP18" MnDOTRCP18" MnDOTRCP15" MnDOTRCP18" Mn DOTRCP18" MnDOTRCP15" MnDOTRCP12" MnDOTRCP12" Mn DOTRCP12" MnDOTRCP12" MnDOTRCP12" MnDOTRCP12" MnD OTRCP24" MnDOTRCP24" MnDOTRCP 24" MnDOTRCP12" MnDOTRCP12" Mn DOTRCP15" Mn DO TR CP 1 2" MnDOTRCP12" Mn DOT RCP 12" MnDOTPVC12" MnDOTRCP12" MnDOT RCP 12" MnDOTRCP12" Mn DOTR CP12" MnDOTRCP12" MnDOTRCP12" MnDO TRCP42" MnDOTRCP42" MnDOT RCP 12" MnDOT RCP12" MnDOTRCP12" MnDOT RCP 12" MnDOT RCP 12" MnDOTRCP12" MnDOT RCP 12" MnDOTRCP 12" MnDOT RCP 12" MnDOTRCP12" Mn DO TRCP 12" MnDOT RCP 12" MnDOTRCP12" MnDOTRCP24" MnD OTRCP 2 4" MnDO TRCP 12" MnDOTRCP12" MnD OTRCP 15" MnDOTRCP15" MnDOTRCP36" MnDOTRCP12" M nDOTRCP30" MnDOTRCP36" MnDOTRCP36" MnD OT R CP 15" MnDOTRCP12" MnDOTRCP12" Mn DO T RC P 12" MnDOTRCP30" MnDOTRCP36" Mn DOT RCP12" Mn DOTRCP36" MnDOT RCP12" MnDOT RCP 24" MnDOTRCP24" Mn DO TRCP12" Mn DO TRC P 15" MnDOTRCP36" MnDOTRCP12" Mn DOTR CP36" MnDOTRCP36" MnDOTRCP24" MnDOTRCP12" MnDOTRCP15" MnDOTRCP18" MnDOTRCP24" MnDOTRCP12" MnDOTRCP24" MnDOTRCP12" MnDOT RCP30" MnDOTRCP24" MnDOTRCP15" MnDOTRCP30" SCALE IN FEET 100 2000 DRAINAGE RESPONSIBILITIES EXHIBITXERXES AVELEGEND HENNEPIN COUNTY BMP CITY OF BLOOMINGTON CITY OF RICHFIELD MnDOT DISTRICT THREE RIVERS PARK INTERSTATE 494 MnDOT-100% SAMADHI DRY POND Roadside Ditch D09 Roadside Ditch D10 MnDOT-100% SUQRAT DRY POND MnDOT-100% D'ARC DRY POND Roadside Ditch D08 4 10 Page 210 of 1184 $SIGNDATE$ DESIGNED BY: CHECKED BY:$FILE$$DATE$$TIME$FILENAME:DATE:TIME:Sheet No. of Sheets DRAWN BY: SIGNATURE: PRINTED NAME: BY ME OR UNDER MY DIRECT SUPERVISION AND THAT UNDER THE LAWS OF THE STATE OF MINNESOTA.DATE:LIC. NO. I HEREBY CERTIFY THAT THIS SHEET WAS PREPARED I AM A DULY LICENSED PROFESSIONAL ENGINEER MINNESOTA DEPARTMENT OF TRANSPORTATION MRG DSS STATE PROJECT NO. 2785-424 (I-494)KMM I-494 AIRPORT TO HWY 169 100 105 20 25 560 565 570 575 580 585 560 565 570 575 580 585 10 70 75 80 20 25 70 75 610 615 505 510 515 520 200205 210 215 MnDOTSteel40.896" MnDOTSteel40.896" MnDOTSte el40.896" Blo omington 12" RC PBloomington12" RCP Bloo min gto n24" RCPBloo mington 12" R CP Bloomington12" RCP Bloomington12" RCP Bloomington12" RCP Bloomington12" RCP Bloo mington 15" RCP Bloomington 18" RCP RichfieldRCP30" RichfieldRCP24" RichfieldRCP36" Richfield R CP 30" Ric hfieldRCP24" RichfieldRCP12" MnDOTSteel18" MnDOT Steel18" MnDOTSteel12" RichfieldRCP12" RichfieldRCP12" Ric hfieldRCP12" MnDOTSteel12" MnDOTSte el30" MnDOTSte el12" MnDOTSteel18" MnDOTSteel18" MnDOTSteel12" MnDOT Steel 18" MnDOTSte el12 " Mn DOTSte el12" MnDOTSteel24" MnDOTSteel12" MnDOTSteel12" MnDOTSteel12" MnDOTSteel12" MnDOTSteel12" MnDOT Steel 18" MnDOTSte el12" MnDOTSte el12" MnDOTSteel12" MnDOTSteel18" MnDOTSteel12" MnDOTSteel12" MnDOTSte el12" MnDOTSteel12" MnDOTSteel12" MnDOTSteel12" MnDOTSteel24" MnDO TSteel18" MnDOTSteel12" MnDOTSteel12" MnDOTSteel12" MnDOTSteel18" MnDOTSteel12" Mn DO TSteel 12" MnD OT Steel 1 5" MnDOT Steel 12" MnDOTSteel30" MnDOTSteel12" MnDOTSteel12" MnDOTSteel12" MnDOTSteel30" Mn DOTSteel1 8" MnDOTSteel12" MnDOTSteel12" MnDOT Steel 12" Mn DOTSteel1 2" MnDOTSteel30" Mn DOTSteel18" MnDOT Steel 12" MnDOTSteel12" MnDOT Steel 12" MnD OT Steel 18" Mn DOTSteel1 2" MnDOTSte el12" MnDOTSteel 30" RichfieldRCP12" Richfield RCP 15" Richfield RCP24" Ric hfieldRCP24" Mn DOTRCP6 0" MnDOTRCP36" Mn DOTRCP2 4" MnDOTRCP30" MnDOTRCP36" MnD OTRCP15" MnDOTRCP12" MnDOTRCP12" Mn DOTR CP12" MnDOTRCP12" MnDOTRCP12" MnDOTRCP12" MnDOTRCP12" MnDOTRCP12" MnDOTRCP12" MnDOTRCP12" MnDOTRCP12" MnDOTRCP 72" MnDOT RCP 12" MnDOT RCP 12" MnDOT RCP 12" MnDOTRCP12" MnDOTRCP12" MnDOT RCP 72" MnDOTRCP72" MnDOTRCP72" MnDOTRCP24" MnD OTRCP24" MnDOTRCP18" MnDOTRCP15" MnDOTRCP12" MnDOTRCP 24" MnDOTRCP18" MnDOTRCP12" MnDOTRCP18" MnDOTRCP18" MnDOTRCP18" MnDOTRC P1 2" MnDOTRCP15" MnDOTRCP12 " MnDOTRCP15" MnDOTRCP15" MnDOTRCP1 5" MnDOTRCP15" MnD OTRCP15" MnDOTRCP12" MnDOTRCP12" MnDOTRCP12" MnDOTRCP12" MnDOT RCP12" MnDOTRCP18" MnDOTRCP15" MnDOTRCP18" MnDOTRCP18" MnDOTRCP12" Mn DOTR CP18" MnDOTRCP12" MnDOTRCP12" MnDOT RCP 60" MnDOTRCP36" MnDOTRCP12" Mn DOTR CP60" MnDOTRCP12" MnDOTRCP24" MnDOTRCP36" Mn DOTRCP60" Mn DOT RCP36" MnDOTPVC72" SCALE IN FEET 100 2000 DRAINAGE RESPONSIBILITIES EXHIBIT 78TH ST PENN AVEPENN AVELEGEND HENNEPIN COUNTY BMP CITY OF BLOOMINGTON CITY OF RICHFIELD MnDOT DISTRICT THREE RIVERS PARK RETAINING WALL MnDOT: INTERSTATE 494 MnDOT-100% D'ARC DRY POND 105 79TH ST Page 211 of 1184 $SIGNDATE$ DESIGNED BY: CHECKED BY:$FILE$$DATE$$TIME$FILENAME:DATE:TIME:Sheet No. of Sheets DRAWN BY: SIGNATURE: PRINTED NAME: BY ME OR UNDER MY DIRECT SUPERVISION AND THAT UNDER THE LAWS OF THE STATE OF MINNESOTA.DATE:LIC. NO. I HEREBY CERTIFY THAT THIS SHEET WAS PREPARED I AM A DULY LICENSED PROFESSIONAL ENGINEER MINNESOTA DEPARTMENT OF TRANSPORTATION MRG DSS STATE PROJECT NO. 2785-424 (I-494)KMM I-494 AIRPORT TO HWY 169 303540202530 4045 25 30 30095 1 00 10152030356006056106156006056106159510055606590 95 1002025303540455 055 10 14 1010MnDOTRCP0.6 0000 00000 0000 01" MnDOTRCP0.6000000000000001" Bloomington15" RCPBloomington15" RCPBloomington 15" RCP Bloomington 15" RCP Bloomington18" RCPBlo omin gto n 2 4" RCPBlo omington18" RCPBloomington24" RCPBloo min gto n15" RCPBloomington12" RCPBloomington12" RCPBlo omin gton4 2" RCPBloomin gto n48" RCPBloomington 15" RCP Ric hfieldRCP15" RichfieldRCP15" Ric hfieldRCP15" Richfield RC P15" MnDOTRCP12" MnDOT RCP12" MnDOTRCP12" Mn DOTRCP1 2" MnDOTRCP12" Ric hfie ldRCP15 " Mn DO TRCP 1 2" MnDOT RCP 18" MnDOTRCP15 " MnDOTRCP18" MnDOT RCP15" MnDOTRCP15" MnDOTRCP12" MnDOTRCP12" MnDOTRCP12" MnDOTRCP18" Mn DOT RCP 36" MnDOTRCP12" MnDOTRCP54" Mn DOTRCP 12" MnDOT RCP54" MnDOTRCP54" MnDOTRCP12" MnDOTRCP12" MnDOTRCP12" MnDOTRCP12" MnDOTRCP12" MnDOTRCP12" MnDOTRCP12" MnDOTRCP12" MnDOTRCP12" MnDOTRCP12" MnDOTRCP12" Mn DOTRCP12" MnDOTRCP12" MnDOTRCP12" MnDOTRCP12" MnD OT RCP 12" MnDOTRCP12" MnDOTRCP15" MnDOT RCP 12" MnDOTRCP12" MnDOTRCP12" MnD OTRCP18" MnD OT R CP 24" MnDOT RCP12" MnDOTRCP12" MnDOTRCP30" MnDOTRCP12" MnDOTRCP12 " Mn D OT R CP 12" MnDOTRCP12" MnDOTRCP12" MnDOTRCP12" Mn DOTRCP18" MnDOTRCP12" MnDOTRCP12" MnDOTRCP12" MnDOT RCP12" MnDOTRCP12" MnDOTRCP12" MnDOTRCP12" MnDOTRCP12" MnDOTRCP2 4" MnDOTRCP15" MnDOTRCP1 2" MnDOTRCP12" MnDOTRCP 12" MnDOTRCP12" MnDOTRCP12" Mn DOT R CP 1 5" MnD OT RCP 15" MnDOT RCP 42" MnDOTRCP12" MnDOTRCP15" MnDOTRCP18" Mn DOTRCP2 4" MnDOTRCP18" MnDOTRCP12" Mn DOTRCP54 " MnDOTRCP12" MnDOTRCP48" Mn DOTRCP4 8" MnDOT RCP 12" MnD OTRCP1 2" MnDOTRCP 1 2" MnDOT RCP 12" MnDOTRCP12" Mn DOTRCP1 2" MnDOT RCP12" MnDOTRCP12" MnD OT R CP 42" MnD OTRCP12" MnDOTRCP42" MnDOTRCP12" MnDOTRCP12" Mn DO TR CP 42" Mn DOTR CP24" MnDOTRCP12" Mn DO TR CP 1 2" MnDOTRCP12" MnDOTRCP12" MnDOTRCP12" MnDOTRCP42" MnDOTRCP42" MnDOTRCP12" MnDOTRCP18" MnDOT RCP 18" Mn DOTRCP1 5" MnDOTRCP15" MnDOTRCP12" MnDOTRCP1 5" MnDOTRCP12" MnDO TRC P12" MnDOTRCP15" MnDO T R CP 12" MnDOTRCP12" MnDOTRCP12" MnDOTRCP12" MnDOTRCP12" MnDOTRCP12" MnDOTRCP12" MnDOTRCP18" MnDOT RCP 18" MnDOTRCP36" MnDOTRCP36" MnDOT RCP 24" MnDOT RCP 24" MnDOTRCP15" MnDOTRCP24" Mn DOTRCP36" MnDOTRCP12" MnDOT RCP 12" MnDOT RCP 24" MnD OTRCP36" Mn DOT RCP 24" MnDOTRCP18" MnDOTRCP36" MnDOTRCP27" MnDOT RCP18" MnDOTRCP 36" Mn DOTR CP 12" MnDOT RCP 27" MnDOTRCP18" MnDOT RCP30" MnDOTRCP30" MnDOTRCP18" MnDOTRCP12" MnDOTRCP15" MnDOTRCP12" MnDOTRCP30" Mn DOTRCP 1 8" MnDOTRCP12" MnD OT RCP 12" MnDOTRCP15" MnDOTRCP36" Mn DOTRCP1 2" MnDOTRCP12" MnDOTRCP12" MnDOTRCP12" MnDOTRCP12" MnDOTRCP12" Mn DOTRCP42" MnDOTRCP24" MnDOTRCP12" Mn DOTRCP42" MnDOTRCP36" MnDOT RCP 24" Mn DOTRCP12" MnDOTRCP12" MnDOTRCP36" Mn DOTRCP12" MnDOTRCP36" MnDOTRCP12" MnDOTRCP12" MnDOTRCP36" MnDOTRCP12" MnDOTRCP36" MnDOT RCP 12" MnDOTRCP24" MnDOTRCP12" MnDOTRCP15" Mn DOTRC P18" MnDOTRCP12" MnDOT RCP 24" MnDOTRCP12" MnDOTRCP12" MnDOT RCP 24" MnDOTRCP12" MnDOTRCP12" MnDOT RCP 24" MnDOT RCP 12" MnDOTRCP24" MnD OT R CP 12" MnDOTRCP12" Mn DOTRCP12" MnDOTRCP12" MnDOTRCP12" MnDOTPVC12" MnDOTPVC12" SCALE IN FEET 100 2000 DRAINAGE RESPONSIBILITIES EXHIBITAMERICAN BLVDAMERICAN BLVDBLOOMINGTON ROADWAY: BLOOMINGTON MISC ROADWAYS: RICHFIELD W 78TH ROADWAY: INTERSTATE 494 MnDOT-53.1% BLOOMINGTON-46.9% 42" RCP: MnDOT-44% RICHFIELD-56% WET POND PROSOPON MnDOT-100% BASIN KEV FILTRATION 100% MnDOT- DRY POND HLUB MnDOT-100% BASIN INFILTRATION LEON MnDOT-100% INFILTRATION BASIN TATANKA MnDOT-99.8 BLOOMINGTON-.0.2% WET POND SAYULIN MnDOT-20.2 BLOOMINGTON-79.8% WET POND AL'AMBIA MnDOT-100% DRY POND NESHRO MnDOT-100% DRY POND TORA MnDOT - 100% DRY BASIN AUXILIARTOR MnDOT-100% DRY POND TAHU BY OTHERS ROADWAY: HENNEPIN COUNTY BMP CITY OF BLOOMINGTON CITY OF RICHFIELD MnDOT DISTRICT THREE RIVERS PARK 6 10 Page 212 of 1184 $SIGNDATE$ DESIGNED BY: CHECKED BY:$FILE$$DATE$$TIME$FILENAME:DATE:TIME:Sheet No. of Sheets DRAWN BY: SIGNATURE: PRINTED NAME: BY ME OR UNDER MY DIRECT SUPERVISION AND THAT UNDER THE LAWS OF THE STATE OF MINNESOTA.DATE:LIC. NO. I HEREBY CERTIFY THAT THIS SHEET WAS PREPARED I AM A DULY LICENSED PROFESSIONAL ENGINEER MINNESOTA DEPARTMENT OF TRANSPORTATION MRG DSS STATE PROJECT NO. 2785-424 (I-494)KMM I-494 AIRPORT TO HWY 169 300 305 400 405 620 625 630 635 640 645 620 625 630 635 640 645 60 MnDOT RCP 21" MnDOTRCP18" MnDOTRCP21" MnDOTRCP 15" MnDOTRCP 12" MnDOTRCP30" MnDOTRCP12" MnDOT RCP 12" Bloomington RCP 18" BloomingtonRCP15" Ric hfie ldRCP1 5" RichfieldRCP18" Richfield RCP36" Ric hfie ldRCP15" Blo o min gto n12" RCPBlo omington12" RCPMnDOTRCP12" MnDOTRCP15" MnDOTRCP15" Ric hfie ldRCP15 " RichfieldRCP15" MnDO TRCP 18" MnDOTRCP18" MnDOTRCP18" MnDOTRCP15" MnDO T RCP15" MnDOT RCP12" MnDOT RCP 12" MnDOT RCP 12" MnDOTRCP12" MnDOTRCP 2 4" Mn DOTRCP2 4" MnDOTRCP24" MnDOTRCP12" MnDOT RCP 24" MnDOT RCP 27" MnDOTRCP12" MnDOTRCP24" Mn DOTRCP24" Mn DOTRCP24" MnDOT RCP 15" MnDOTRCP18" MnDOT RCP24" MnDOTRCP18" MnDOT RCP 24" MnDOT RCP 15" MnDOTRCP24" MnDOT RCP 15" MnDOTRCP15" MnDOTRCP15" MnDOTRCP15" MnDOTRCP12" MnDOTRCP12" MnDOTRCP12" MnDOT RCP12" SCALE IN FEET 100 2000 DRAINAGE RESPONSIBILITIES EXHIBITLYNDALE AVELYNDALE AVEPILLSBURY AVEHARRIET AVEAMERICAN BLVD AMERICAN BLVD PROGRESSIVE RAIL ROADLEGEND HENNEPIN COUNTY BMP CITY OF BLOOMINGTON CITY OF RICHFIELD MnDOT DISTRICT THREE RIVERS PARK BLOOMINGTON MISC ROADWAYS: INTERSTATE 494 MnDOT-100% TAHU DRY POND 7 10 Page 213 of 1184 $SIGNDATE$ DESIGNED BY: CHECKED BY:$FILE$$DATE$$TIME$FILENAME:DATE:TIME:Sheet No. of Sheets DRAWN BY: SIGNATURE: PRINTED NAME: BY ME OR UNDER MY DIRECT SUPERVISION AND THAT UNDER THE LAWS OF THE STATE OF MINNESOTA.DATE:LIC. NO. I HEREBY CERTIFY THAT THIS SHEET WAS PREPARED I AM A DULY LICENSED PROFESSIONAL ENGINEER MINNESOTA DEPARTMENT OF TRANSPORTATION MRG DSS STATE PROJECT NO. 2785-424 (I-494)KMM I-494 AIRPORT TO HWY 169 20 25 30 35 40650655 660665650655660665306570 808590101520Bloomington15" RCPBlo o min gto n30" RCPBloo min gton 30" RCPBloomington15" RCPBlo omin gto n 2 4" RCPBlo omington 15" RCP Bloomington24" RCP Bloo mington 15" RCP Blo o min gto n30 " RCPBlo omin gt on30" RCPBloomington15" RCPBloomingtonRCP15" HennepinRCP15" BloomingtonRCP15" Henn epinRCP1 5" HennepinRCP1 5" HennepinRCP1 5" Blo omingtonRCP15" BloomingtonRCP15" HennepinRCP15" Blo omingto nRCP15" BloomingtonRCP15" Blo omin gto nRCP36" Bloomin gto nRCP33" Bloomington RCP 12" HennepinRCP15" BloomingtonRCP18" Hennepin RCP 15" HennepinRCP15" BloomingtonRCP15" BloomingtonRCP15" Blo omin gto nRCP36" Hennepin R CP 15" Bloomington RCP18" BloomingtonRCP15" MnDOT RCP 12" MnDOTRCP54" MnDOTRCP5 4" MnDOTRCP15" MnDOT RCP54" MnDOTRCP12" MnDOT RCP 36" MnDOTRCP21" MnDOTRCP21" MnDOTRCP21" MnDOTRCP54" MnDOTRCP54" MnDOTRCP54" MnDOTRCP48" MnDOTRCP15" Mn DOTRCP18" MnDOTRCP15" MnDOT RCP 12" MnDOTRCP12" MnDOTRCP1 2" MnDOTRCP15" MnDOT RCP 15" MnDOTRCP12" MnDOTRCP15" MnDOTRCP15" MnDOTRCP36" MnDOTRCP15" MnDOT RCP 36" MnDOTRCP12" MnDOTRCP48 " MnDOTRCP 12" MnDOTRCP36" MnDOTRCP48" MnDOTRCP48" MnDOTRCP36" MnDOTRCP36" MnDOTRCP36 " MnDOT RCP36" MnDOT RCP36" R ichfieldRCP18" RichfieldRCP15" HennepinRCP 15" RichfieldRCP18" Richfield RCP 12" He nnepinRCP15" HennepinRCP15" Ric hfieldRCP36" Ric hfieldRCP36" Richfield R CP 36" Richfield R CP 36" RichfieldRCP15" RichfieldRCP36" RichfieldRCP24" RichfieldRCP15" Richfield RCP 12" RichfieldRCP42" Richfi eldRCP15" RichfieldRCP24" Richfield RCP15" Richfie ldRCP24" Richfield R CP 54" RichfieldRCP15" RichfieldRCP15" Ric hfieldRCP36" RichfieldRCP42" Richfield RCP48" Ric hfie ldRCP4 8" Ric hfie ldR CP15" RichfieldRCP15" RichfieldRCP15" RichfieldRCP15 " MnDOT RCP 15" MnDOTRCP15" MnDOTRCP15" MnDOTRCP12" MnDOTRCP15" MnDOTRCP15" MnD OTRCP 36" MnDOT RCP12" MnDOTRCP36" Mn DOTRCP36" MnDOTRCP36" MnDOTRCP36" SCALE IN FEET 100 2000 DRAINAGE RESPONSIBILITIES EXHIBIT NICOLLET AVE NICOLLET AVE AMERICAN BLVDAMERICAN BLVDEAST 78TH ST SLEGEND HENNEPIN COUNTY BMP CITY OF BLOOMINGTON CITY OF RICHFIELD MnDOT DISTRICT THREE RIVERS PARK WALK:RICHFIELD NICOLLET ROADWAY:HENNEPIN COUNTY INTERSTATE 494 INTERSTATE 494 MAINTAINED. TRUNK LINES ARE CITY COUNTY MAINTAINED, BASINS AND LEADS ARE ROADWAYS, STORM CATCH ON HENNEPIN COUNTY MnDOT-100% DRY POND NOUR 100% MnDOT- DRY POND JOSEF 100% MnDOT- POND DRY NOBLE MnDOT-100% DRY POND NORMAN 8 10 Page 214 of 1184 $SIGNDATE$ DESIGNED BY: CHECKED BY:$FILE$$DATE$$TIME$FILENAME:DATE:TIME:Sheet No. of Sheets DRAWN BY: SIGNATURE: PRINTED NAME: BY ME OR UNDER MY DIRECT SUPERVISION AND THAT UNDER THE LAWS OF THE STATE OF MINNESOTA.DATE:LIC. NO. I HEREBY CERTIFY THAT THIS SHEET WAS PREPARED I AM A DULY LICENSED PROFESSIONAL ENGINEER MINNESOTA DEPARTMENT OF TRANSPORTATION MRG DSS STATE PROJECT NO. 2785-424 (I-494)KMM I-494 AIRPORT TO HWY 16967067568068567067568068520 25 30 35 40 45 50 55 60 65 70 753035 2020254045 202520951001058060253 035Bloomington15" RCPBloomington15" RCPBloo mington 36" RCP Bloomington12" RCPBloomington15" RCPBlo omington15" RCPBlo omingto n3 6" RCPBloomington15" RCPBlo o min gto n36" RCPBloomington15" RCPBlo omin gto n1 5" RCPBloomin gto n3 0" RCPBloomington15" RCPBlo omin gton 30 " RCP Bloomington15" RCPBloomin gto n1 5" RCPBloomington30" RCPBlo o min gto n30" RCPBloomington15" RCPBlo omington30" RC PBlo omin gton42 " RCPBlo o min gto n36" RCPBloomington 15" RCP HennepinRCP 15" BloomingtonRCP15" HennepinRCP15" Bloomington RCP12" Bloo mington RCP 12" Blo omin gto nRCP15" BloomingtonRCP12" BloomingtonRCP24" BloomingtonRCP18" Bloomington RCP 15" Hen nepinRCP15" Bloomington RCP 24" BloomingtonRCP15" BloomingtonRCP24" HennepinRCP15" BloomingtonRCP15" BloomingtonRCP3 6" HennepinRCP15" Bloomington RCP 24" Henne pinRCP15" BloomingtonRCP24" Hen nepinRCP1 5" BloomingtonRC P15" HennepinRCP1 5" BloomingtonRCP24" HennepinRCP15" Henne pinRCP18" BloomingtonRCP15" HennepinRCP18" Blo omingto nRCP15" Hennepin RCP15" HennepinRCP15" Henne pinRCP18" BloomingtonRCP12" HennepinRCP15" He nnepinRCP15" BloomingtonRCP 24" BloomingtonRCP24" MnDOTRCP84" MnDOTRCP5 4" MnDOTRCP54" MnDOTRCP12" Mn DOTR CP54" MnDOTRCP12" MnDOTRCP15" MnDOTRCP54" MnDOTRCP12" MnDOTRCP15" MnDOTRCP15" MnDOTRCP54" MnDOTRCP15" MnDOTRCP12" Mn DOTRCP54" MnDOTRCP15" MnDOTRCP15 " MnDOTRCP12" MnDOTRCP12" MnDOTRCP15" MnD OT RCP 12" Mn DOTRCP15" MnDOTRCP12" MnDOTRCP15" MnD OTRCP15" MnDOTRCP15" MnDOTRCP12" Mn DOTRCP12" MnDOTRCP15" MnDOTRCP15" MnDOTRCP12" MnDOTRCP12" HennepinRCP15" HennepinRCP15" Henne pinRCP15" He nnepinRCP15" HennepinRCP 15" RichfieldRCP15" HennepinRCP15" Hen nepinRCP15" He nnepinRCP15" He nnepinRCP15" He nnepinRCP15" HennepinRCP18" Ric hfieldRCP30" Ric hfieldRCP30" RichfieldRCP15" Richfie ldRCP15 " Richfield RCP15" RichfieldRCP15" Ric hfieldRCP54" Richfie ldRCP54" Richfield RCP15" Ric hfield R CP 15" Richfield R CP 54" Ric hfieldRCP15" RichfieldRCP15" RichfieldRCP12" RichfieldRCP12" RichfieldRCP 54" RichfieldRCP15" RichfieldRCP54" Ric hfie ldRCP54" Ric hfie ldRCP54" Richfield R CP 15" RichfieldRCP15" Ric hfie ldRCP54" RichfieldRCP15" MnDOTRCP15" MnDOTRCP54" MnDOTRCP15" MnDOT RCP 15" MnDOT RCP18" MnDOTRCP 12" MnDOTRCP12" MnDOTRCP18" Mn DOTRCP15" MnDOTRCP15" MnDOTRCP15" RichfieldRCP15" Richfie ldRCP15" MnDOTRCP 15" MnDOTRCP5 4" MnDOT RCP 15" MnD OT R CP 15" MnDOTRCP18" MnDOTRCP15" MnDOTRCP15" Mn DOTRCP18" MnDOTRCP15" SCALE IN FEET 100 2000 DRAINAGE RESPONSIBILITIES EXHIBITAMERICAN BLVDPORTLAND AVE EAST 78TH ST SEAST 78TH ST SLEGEND HENNEPIN COUNTY BMP CITY OF BLOOMINGTON CITY OF RICHFIELD MnDOT DISTRICT THREE RIVERS PARK RICHFIELD 77TH ROADWAY/TRAIL: RICHFIELD 77TH ROADWAY/WALK:INTERSTATE 494 MAINTAINED. TRUNK LINES ARE CITY COUNTY MAINTAINED, BASINS AND LEADS ARE ROADWAYS, STORM CATCH ON HENNEPIN COUNTY 9 10 Page 215 of 1184 $SIGNDATE$ DESIGNED BY: CHECKED BY:$FILE$$DATE$$TIME$FILENAME:DATE:TIME:Sheet No. of Sheets DRAWN BY: SIGNATURE: PRINTED NAME: BY ME OR UNDER MY DIRECT SUPERVISION AND THAT UNDER THE LAWS OF THE STATE OF MINNESOTA.DATE:LIC. NO. I HEREBY CERTIFY THAT THIS SHEET WAS PREPARED I AM A DULY LICENSED PROFESSIONAL ENGINEER MINNESOTA DEPARTMENT OF TRANSPORTATION MRG DSS STATE PROJECT NO. 2785-424 (I-494)KMM I-494 AIRPORT TO HWY 169 455055690 695 700 705 710 715 690 695 700 705 710 715 10 15 30 30 25 30 110115 120 70 75 75 80 85 90 95 303540 MnDOTPVC0.6000000000000001" Bloomington48" RCP Bloomington15" RCPBloomington 48" RCP Bloomington15" RCP Bloomington12" RCP Bloomington15" RCP Bloomington48" RCP Bloomington15" RCPBloomington15" RCP Bloom ington 12" RCP Bloomington48" RCP Bloomin gton15" RCPBloomington15" RCP Bloomington48" RCPBlo omin gto n15" RCP Bloomington48" RCP Blo omington 15" RCPBloomington48" RCP Blo o min gto n24" RCPBlo omington 15" RCPBloomington42" RCP Bloomington 42" RCP Bloomington15" RCPBloomington 42" RCP Blo o min gto n15" RCPBlo omin gton15" RCPMnDOTRCP84" MnDOTRCP48" MnDOT RCP84" MnDOTRCP42" Mn DO TR CP 18" MnDOTRCP84" Mn DOTRCP42" MnDOTRCP18" MnDOTRCP18" MnDOTRCP18" MnDOTRCP 84" MnDOTRCP15" Mn DOTRCP1 5" MnDOT RCP84" MnDOTRCP24" MnDOTRCP 84" MnDOTRCP84" MnDOTRCP1 2" MnDOTRCP24" MnDOT RCP84" MnDOTRCP15" MnDOTRCP84" MnDOTRCP12" Mn DOTRCP15" MnDOTRCP15" MnDOTRCP15" MnDOTRCP15" MnDOTRCP15" MnDOTRCP12" MnDOTRCP12" Mn DOTRCP1 5" MnDOTRCP15" MnDOTRCP15" MnDOTRCP12" MnDOTRCP15" MnDOTRCP 12" RichfieldRCP18" Richfield RCP15" RichfieldRCP18" RichfieldRCP72" RichfieldRCP15" RichfieldRCP12" Richfield RCP 15" RichfieldRCP15" RichfieldRCP72" Ric hfieldRCP15" RichfieldRCP 72" RichfieldRCP15" RichfieldRCP15" RichfieldRCP 15" Richfield RCP 72" Ric hfie ldRCP15" RichfieldRCP15" Ric hfi eldRCP12" RichfieldRCP15" Ric hfie ldRCP12" Ric hfieldRCP12" Richfie ldRCP15" Rich field RCP18" Richfield RCP 18" Richfield RC P18" Ric hfie ldRCP15" RichfieldRCP18" RichfieldRCP15" RichfieldRCP72" RichfieldRCP15" RichfieldRCP15" RichfieldRCP12" RichfieldRCP72" RichfieldRCP15" Richfield RCP 15" RichfieldRCP72" Richfield RCP 12" Richfield RCP15" Ric hfie ldRCP7 2" RichfieldRCP15" Richfield RCP 15" RichfieldRCP72" RichfieldRCP42" Richfield RCP18" RichfieldRCP15" RichfieldRCP15" RichfieldRCP15" RichfieldRCP18" Richfield RCP12" MnDOT RC P48" MnDOT RCP48" MnDOT RCP 15" MnDOTRCP15" MnDOTRCP12" MnDOTRCP 60" MnDOTRCP60" MnDOT RCP 54" MnDOTRCP15" MnDOTRCP15" MnDOTRCP15" MnDOTRCP12" MnD OT RCP 12" MnDOT RCP15" MnDOTRCP60" MnDOT RCP12" MnDOTRCP60" MnDOT RCP 54" MnDOT RCP 15" MnDOTRCP15" MnDOTRCP 12" SCALE IN FEET 100 2000 DRAINAGE RESPONSIBILITIES EXHIBITCHICAGO AVE12TH AVE12TH AVEE. 78 TH S TE. 78TH ST S 77TH ST LEGEND HENNEPIN COUNTY BMP CITY OF BLOOMINGTON CITY OF RICHFIELD MnDOT DISTRICT THREE RIVERS PARK INTERSTATE 494 INTERSTATE 494 MnDOT-100% DRY POND YAMNI TOPA 10 10 Page 216 of 1184 CITY OF BLOOMINGTON RESOLUTION IT IS RESOLVED that the City of Bloomington enter into MnDOT Agreement No. 1051546 with the State of Minnesota, Department of Transportation for the following purposes: To provide for maintenance by the City of Bloomington upon, along, and adjacent to Trunk Highway No. 494, the limits of which are defined in said Agreement. IT IS FURTHER RESOLVED that the Mayor and the (Title) are authorized to execute the Agreement and any amendments to the Agreement. CERTIFICATION I certify that the above Resolution is an accurate copy of the Resolution adopted by the Council of the City of Bloomington at an authorized meeting held on the day of , 20 , as shown by the minutes of the meeting in my possession. Subscribed and sworn to me this day of , 20 Notary Public My Commission Expires (Signature) (Type or Print Name) (Title) Page 217 of 1184 CITY OF RICHFIELD RESOLUTION IT IS RESOLVED that the City of Richfield enter into MnDOT Agreement No. 1051546 with the State of Minnesota, Department of Transportation for the following purposes: To provide for maintenance by the City of Richfield upon, along, and adjacent to Trunk Highway No. 494, the limits of which are defined in said Agreement. IT IS FURTHER RESOLVED that the Mayor and the (Title) are authorized to execute the Agreement and any amendments to the Agreement. CERTIFICATION I certify that the above Resolution is an accurate copy of the Resolution adopted by the Council of the City of Richfield at an authorized meeting held on the day of , 20 , as shown by the minutes of the meeting in my possession. Subscribed and sworn to me this day of , 20 Notary Public My Commission Expires (Signature) (Type or Print Name) (Title) Page 218 of 1184 CITY OF EDINA RESOLUTION IT IS RESOLVED that the City of Edina enter into MnDOT Agreement No. 1051546 with the State of Minnesota, Department of Transportation for the following purposes: To provide for maintenance by the City of Edina upon, along, and adjacent to Trunk Highway No. 494, the limits of which are defined in said Agreement. IT IS FURTHER RESOLVED that the Mayor and the (Title) are authorized to execute the Agreement and any amendments to the Agreement. CERTIFICATION I certify that the above Resolution is an accurate copy of the Resolution adopted by the Council of the Edina at an authorized meeting held on the day of , 20 , as shown by the minutes of the meeting in my possession. Subscribed and sworn to me this day of , 20 Notary Public My Commission Expires (Signature) (Type or Print Name) (Title) Page 219 of 1184 HENNEPIN COUNTY RESOLUTION IT IS RESOLVED that Hennepin County enter into MnDOT Agreement No. 1051546 with the State of Minnesota, Department of Transportation for the following purposes: To provide for maintenance by Hennepin County upon, along, and adjacent to Trunk Highway No. 494, the limits of which are defined in said Agreement. IT IS FURTHER RESOLVED that the (Title) and the (Title) are authorized to execute the Agreement and any amendments to the Agreement. CERTIFICATION I certify that the above Resolution is an accurate copy of the Resolution adopted by the Board of Commissioners of Hennepin County at an authorized meeting held on the day of , 20 , as shown by the minutes of the meeting in my possession. Subscribed and sworn to me this day of , 20 Notary Public My Commission Expires (Signature) (Type or Print Name) (Title) Page 220 of 1184 d PURCHASE REPORT Date: April 16, 2025 Item Activity: Approve Meeting: City Council Agenda Number: 6.5 Prepared By: Ross Bintner, Engineering Services Manager Item Type: Request for Purchase Department: Engineering Item Title: Request for Purchase: ENG 25-9 York Avenue Sanitary Sewer Extension Action Requested: Approve Request for Purchase for ENG 25-9 York Avenue Sanitary Sewer Extension with Eureka Construction for $2,499,063.63. Information/Background: The project includes construction of a new 27-inch diameter trunk sanitary sewer pipe and manholes in the southbound lanes of York Avenue (CSAH 31) between the York Avenue bubble west of Yorktown Park up to the Hazelton Road intersection (Area 2) and from the Hazelton Road intersection up to the 69th Street intersection (Area 3). This project will connect to a previous trunk sanitary sewer pipe installed as part of the Yorktown Park extension project in 2020 (Area 1). Requisition Number: 12500095 Funding Source: Sanitary Sewer Fund Vendor: Eureka Construction Equipment Status: Replacement Cost: $2,499,063.63 Resources/Financial Impacts: This project is funded by the sanitary sewer utility and listed in the Capital Improvement Plan. The city will own and operate after construction. Relationship to City Policies: This project aligns with the Comprehensive Plan. Budget Pillar: Strong Foundation Values Impact: Stewardship Replacing aging infrastructure at the appropriate time is sound asset management practice. Page 221 of 1184 Supporting Documentation: 1. ENG 25-9 Contract Page 222 of 1184 1 1/2015 ENG 25-9 CONTRACT NO. ENG 25-9 THIS AGREEMENT made this 16th day of April, 2025, by and between the CITY OF EDINA, a Minnesota municipal corporation (“City”) and Eureka Construction, Inc., 20141 Icenic Trail, Lakeville, MN 55044 (“Contractor”). City and Contractor, in consideration of the mutual covenants set forth herein, agree as follows: 1. CONTRACT DOCUMENTS. The following documents shall be referred to as the “Contract Documents,” all of which shall be taken together as a whole as the contract between the parties as if they were set verbatim and in full herein: A. This Agreement. B. Instructions to Bidders. C. City of Edina General Contract Conditions. D. Addenda number 1 & 2. E. Specifications prepared by Chad A Millner, P.E., dated March 18, 2025. F. Plan sheets numbered 1 to 65. G. Performance Bond. H. Payment Bond. I. Responsible Contractor Verification of Compliance J. Contractor’s Bid dated April 8, 2025. The Contract Documents are to be read and interpreted as a whole. The intent of the Contract Documents is to include all items necessary for the proper execution and completion of the Work and to require Contractor to provide the highest quality and greatest quantity consistent with the Contract Documents. If there are inconsistencies within or among part of the Contract Documents or between the Contract Documents and applicable standards, codes or ordinances, the Contractor shall provide the better quality or greater quantity of Work or comply with the more stringent requirements. 1.1 Before ordering any materials or doing any Work, the Contractor shall verify measurements at the Project site and shall be responsible for the correctness of such measurements. No extra charges or compensation will be allowed on account of differences between actual dimensions and the dimensions indicated on the Drawings. Any difference that may be found shall be submitted to the City for resolution before proceeding with the Work. 1.2 If a minor change in the Work is necessary due to actual field conditions, the Contractor shall submit detailed drawings of such departure to the City for approval before making the change. The City shall not be required to make any adjustment to either the Contract Sum or Contract Time because of any failure by the Contractor to comply with the requirements of this paragraph. Actual or alleged conflicts or inconsistencies between the Plans and Specifications or other Contract Documents shall be brought to the City’s attention in writing, prior to performing the affected Work. The City’s directions shall be followed by the Contractor. 2. OBLIGATIONS OF THE CONTRACTOR. The Contractor shall provide the goods, services, and perform the work in accordance with the Contract Documents. 3. OBLIGATIONS OF THE CITY. The City agrees to pay and the Contractor agrees to receive and accept payment in accordance with the Contractor’s bid $2,499,063.63. Page 223 of 1184 2 1/2015 ENG 25-9 4. PAYMENT PROCEDURES. A. Contractor shall submit Applications for Payment. Applications for Payment will be processed by City as provided in the General Conditions. B. Progress Payments; Retainage. City shall make 95% progress payments on account of the Contract Price on the basis of Contractor’s Applications for Payment during performance of the Work. C. Payments to Subcontractor. (1) Prompt Payment to Subcontractors. Pursuant to Minn. Stat. § 471.25, Subd. 4a, the Contractor must pay any subcontractor within ten (10) days of the Contractor’s receipt of payment from the City for undisputed services provided by the subcontractor. The Contractor must pay interest of 1½ percent per month or any part of a month to the subcontractor on any undisputed amount not paid on time to the subcontractor. The minimum monthly interest penalty payment for an unpaid balance of $100.00 or more is $10.00. For an unpaid balance of less than $100.00, the Contractor shall pay the actual penalty due to the subcontractor. (2) Form IC-134 required from general contractor. Minn. Stat. § 290.92 requires that the City of Edina obtain a Withholding Affidavit for Contractors, Form IC-134, before making final payments to Contractors. This form needs to be submitted by the Contractor to the Minnesota Department of Revenue for approval. The form is used to receive certification from the state that the vendor has complied with the requirement to withhold and remit state withholding taxes for employee salaries paid. D. Final Payment. Upon final completion of the Work, City shall pay the remainder of the Contract Price as recommended by City. 5. COMPLETION DATE. The Work must be completed and ready for final payment by November 7, 2025. 6. CONTRACTOR’S REPRESENTATIONS. A. Contractor has examined and carefully studied the Contract Documents and other related data identified in the Contract Documents. B. Contractor has visited the Site and become familiar with and is satisfied as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work. C. Contractor is familiar with and is satisfied as to all federal, state, and local Laws and Regulations that may affect cost, progress, and performance of the Work. D. Contractor has carefully studied all: (1) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Site (except Underground Facilities) which have been identified in the General Conditions; and (2) reports and drawings of a Hazardous Environmental Condition, if any, at the Site. E. Contractor has obtained and carefully studied (or assumes responsibility for doing so) all additional or supplementary examinations, investigations, explorations, tests, studies, and data concerning conditions (surface, subsurface, and underground facilities) at or contiguous to the Site which may affect cost, progress, or performance of the Work or which relate to any aspect of the means, methods, techniques, Page 224 of 1184 3 1/2015 ENG 25-9 sequences, and procedures of construction to be employed by Contractor, including any specific means, methods, techniques, sequences, and procedures of construction expressly required by the Bidding Documents, and safety precautions and programs incident thereto. F. Contractor does not consider that any further examinations, investigations, explorations, tests, studies, or data are necessary for the performance of the Work at the Contract Price, within the Contract Times, and in accordance with the other terms and conditions of the Contract Documents. G. Contractor is aware of the general nature of work to be performed by City and others at the Site that relates to the Work as indicated in the Contract Documents. H. Contractor has correlated the information known to Contractor, information and observations obtained from visits to the Site, reports and drawings identified in the Contract Documents, and all additional examinations, investigations, explorations, tests, studies, and data with the Contract Documents. I. Contractor has given City written notice of all conflicts, errors, ambiguities, or discrepancies that Contractor has discovered in the Contract Documents, and the written resolution thereof by City is acceptable to Contractor. J. The Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. K. Subcontracts: (1) Unless otherwise specified in the Contract Documents, the Contractor shall, upon receipt of the executed Contract Documents, submit in writing to the City the names of the subcontractors proposed for the work. Subcontractors may not be changed except at the request or with the consent of the City. (2) The Contractor is responsible to the City for the acts and omissions of the Contractor's subcontractors, and of their direct and indirect employees, to the same extent as the Contractor is responsible for the acts and omissions of the Contractor's employees. (3) The Contract Documents shall not be construed as creating any contractual relation between the City and any subcontractor. (4) The Contractor shall bind every subcontractor by the terms of the Contract Documents. 7. WARRANTY. The Contractor guarantees that all new equipment warranties as specified within the bid shall be in full force and transferred to the City upon payment by the City. The Contractor shall be held responsible for any and all defects in workmanship, materials, and equipment which may develop in any part of the contracted service, and upon proper notification by the City shall immediately replace, without cost to the City, any such faulty part or parts and damage done by reason of the same in accordance with the bid specifications. 8. INDEMNITY. The Contractor agrees to indemnify and hold the City harmless from any claim made by third parties as a result of the services performed by it. In addition, the Contractor shall reimburse the City for any cost of reasonable attorney’s fees it may incur as a result of any such claims. 9. MISCELLANEOUS. A. Terms used in this Agreement have the meanings stated in the General Conditions. B. City and Contractor each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, its partners, successors, assigns and legal representatives in respect to all covenants, agreements, and obligations contained in the Contract Documents. C. Any provision or part of the Contract Documents held to be void or unenforceable under any Law or Regulation shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon City and Contractor, who agree that the Contract Documents shall be reformed to replace such Page 225 of 1184 4 1/2015 ENG 25-9 stricken provision or part thereof with a valid and enforceable provision that comes as close as possible to expressing the intention of the stricken provisions. D. Data Practices/Records. (1) All data created, collected, received, maintained or disseminated for any purpose in the course of this Contract is governed by the Minnesota Government Data Practices Act, Minn. Stat. Ch. 13, any other applicable state statute, or any state rules adopted to implement the act, as well as federal regulations on data privacy. (2) All books, records, documents and accounting procedures and practices to the Contractor and its subcontractors, if any, relative to this Contract are subject to examination by the City. E. Copyright/Patent. Contractor shall defend actions or claims charging infringement of any copyright or patent by reason of the use or adoption of any designs, drawings or specifications supplied by it, and it shall hold harmless the City from loss or damage resulting there from. If the equipment provided by the Contractor pursuant to this Agreement contains software, including that which the manufacturer may have embedded into the hardware as an integral part of the equipment, the Contractor shall pay all software licensing fees. The Contractor shall also pay for all software updating fees for a period of one year following cutover. The Contractor shall have no obligation to pay for such fees thereafter. Nothing in the software license or licensing agreement shall obligate the City to pay any additional fees as a condition for continuing to use the software. F. Assignment. Neither party may assign, sublet, or transfer any interest or obligation in this Agreement without the prior written consent of the other party, and then only upon such terms and conditions as both parties may agree to and set forth in writing. G. Waiver. In the particular event that either party shall at any time or times waive any breach of this Agreement by the other, such waiver shall not constitute a waiver of any other or any succeeding breach of this Agreement by either party, whether of the same or any other covenant, condition or obligation. H. Governing Law/Venue. The laws of the State of Minnesota govern the interpretation of this Agreement. In the event of litigation, the exclusive venue shall be in the District Court of the State of Minnesota for Hennepin County. I. Severability. If any provision, term or condition of this Agreement is found to be or becomes unenforceable or invalid, it shall not affect the remaining provisions, terms and conditions of this Agreement, unless such invalid or unenforceable provision, term or condition renders this Agreement impossible to perform. Such remaining terms and conditions of the Agreement shall continue in full force and effect and shall continue to operate as the parties’ entire agreement. J. Entire Agreement. This Agreement represents the entire agreement of the parties and is a final, complete and all inclusive statement of the terms thereof, and supersedes and terminates any prior agreement(s), understandings or written or verbal representations made between the parties with respect thereto. K. Permits and Licenses; Rights-of-Way and Easements. The Contractor shall procure all permits and licenses, pay all charges and fees therefore, and give all notices necessary and incidental to the construction and completion of the Project. The City will obtain all necessary rights-of-way and easements. The Contractor shall not be entitled to any additional compensation for any construction delay resulting from the City’s not timely obtaining rights-of-way or easements. L. If the work is delayed or the sequencing of work is altered because of the action or inaction of the City, the Contractor shall be allowed a time extension to complete the work but shall not be entitled to any other compensation. Page 226 of 1184 5 1/2015 ENG 25-9 M. Responsible Contractor. This contract may be terminated by the City at any time upon discovery by the City that the prime contractor or subcontractor has submitted a false statement under oath verifying compliance with any of the minimum criteria set forth in Minn Stat. § 16C.285, subd. 3. CITY OF EDINA CONTRACTOR BY: ____________________________ BY: ____________________________ Its Mayor Its AND ___________________________ AND ___________________________ Its City Manager Its Page 227 of 1184 d PURCHASE REPORT Date: April 16, 2025 Item Activity: Approve Meeting: City Council Agenda Number: 6.6 Prepared By: Ross Bintner, Engineering Services Manager Item Type: Request for Purchase Department: Engineering Item Title: Request for Purchase: Change Order #1 for Professional Services for York Ave Sanitary Sewer Extension Action Requested: Approve Request for Purchase for Change Order #1 for Professional Services for York Ave Sanitary Sewer Extension with SEH for $298,899.00. Information/Background: This contract is for additional design and construction services. The project includes construction of a new 27-inch diameter trunk sanitary sewer pipe and manholes in the southbound lanes of York Avenue (CSAH 31) between the York Avenue bubble west of Yorktown Park up to the Hazelton Road intersection (Area 2) and from the Hazelton Road intersection up to the 69th Street intersection (Area 3). This project will connect to a previous trunk sanitary sewer pipe installed as part of the Yorktown Park extension project in 2020 (Area 1). Requisition Number: 12300085 Funding Source: Sanitary Sewer Utility Vendor: SEH, Inc. Equipment Status: Replacement Cost: $298,899.00 Resources/Financial Impacts: The project is included in the Capital Improvement Plan and funded by the Sanitary Sewer Utility. The project will be owned and operated by the City. Original Contract $183,168. Change Order #1 $298,899. Revised Contract $482,067. Relationship to City Policies: This project aligns with the Comprehensive Plan. Budget Pillar: Strong Foundation Page 228 of 1184 Values Impact: Strong Foundation:Replacing aging infrastructure at the appropriate time is sound asset management practice. Supporting Documentation: 1. Professional Service Agreement Page 229 of 1184 Engineers | Architects | Planners | Scientists Short Elliott Hendrickson Inc., 10650 Red Circle Drive, Suite 500, Minnetonka, MN 55343-9229 952.912.2600 | 800.734.6757 | 888.908.8166 fax | sehinc.com SEH is 100% employee-owned | Affirmative Action–Equal Opportunity Employer SUPPLEMENTAL LETTER AGREEMENT April 7, 2025 RE: City of Edina York Avenue Sanitary Sewer Extension SEH No. EDINA 173675 10.00 Mr. Ross Bintner, PE Engineering Services Manager City of Edina Engineering and Public Works Facility 7450 Metro Boulevard Edina, MN 55439 Dear Ross: Short Elliott Hendrickson Inc. (SEH®) appreciates the opportunity to submit the attached proposal for construction administration and observation services as well as for additional design services incurred relative to the referenced project. Project Understanding/Scope of Services Our scope of work includes full construction administration, staking, and construction administration/ observation services in the following tasks: 1. Construction Administration/Management This task consists of general project management duties, including managing internal teams, schedule and budget, invoice management, coordinating a pre-construction meeting with City, County, and Contractor staff, attendance of up to four on-site pre-construction meetings with nearby businesses, and general project correspondence. 2. Staking SEH will create stakeout files for use by the contractor (if requested) and SEH surveyors. Staking services provided include removals, erosion control, sanitary sewer, water main, curb and gutter, sidewalk/ped ramps, push button stations, and blue tops for Class 5. 3. Construction Administration/Observation This task includes four primary sub tasks: a. Preconstruction Activities - SEH will review shop drawings and contractor submittals and create a field quantity book and application for payment forms. We will also prepare submittals for Hennepin County right-of-way and NPDES Construction Stormwater permits (included in our original scope). Page 230 of 1184 Mr. Ross Bintner, PE April 7, 2025 Page 2 b. Construction Administration - We will prepare construction and contract documents, provide general engineering support throughout construction, prepare applications for payment and change orders, coordinate materials testing with the material testing consultant, prepare and upload City project website updates, and coordinate with local businesses. We will also attend weekly on-site construction meetings (including preparation of meeting agenda and minutes). c. Construction Observation - We will provide full-time construction observation services throughout construction until project substantial completion then part-time observation services between substantial completion and final completion. d. Project Closeout - SEH will provide project closeout services, including site closeout walkthrough, development and coordination of punch list, as-built survey and structure measure downs, preparation of as-built drawings, completion of the final application for payment and project closeout letter, completion of project closeout, and completion of a 2-year warranty walkthrough and coordination with the contractor. 4. Additional Design Services The initial scope of work identified a February 2024 bid opening. However, in March 2024, we were notified that the project would be delayed by one year while the City explored site selection for Water Treatment Plant No. 5. If the York Avenue site were to be selected, additional water main construction would have been added to this project scope. Design work resumed in January 2025 without additional water main scope. Due to staffing changes at Hennepin County since the project was put on hold, SEH updated 95% plans for 2025 construction and re-submitted to Hennepin County for review. On January 24, 2025, SEH received 95% plan comments from Hennepin County staff that required the replacement of all pedestrian ramps within the project limits. Comments also required the modification of the traffic signals at the York Ave/Hazelton Rd and York Ave/70th St intersections to add a standalone pedestrian push button station in anticipation of Hennepin County’s ADA accessibility improvements along York Ave, scheduled for construction in 2026. To that point, the design had been developed to not impact pedestrian ramps and signal modifications had not been included in the original scope of services. The one-year project delay and the above comments were not anticipated, causing inefficiencies in project delivery. The additional County comments also delayed the anticipated bidding schedule in 2025 by an additional 6 weeks. Scope Assumptions: 1. Pre-construction meeting will be held in person at Edina City Hall or Edina Public Works. 2. SEH attendance at up to four (4) on-site meetings with businesses to discuss project phasing, timing, and business access changes. 3. SEH will lead up to 24 weekly, on-site construction meetings. Includes preparation of agenda and minutes. Page 231 of 1184 Mr. Ross Bintner, PE April 7, 2025 Page 3 4. Full time construction observation services consist of 45 hours per week for 24 weeks of construction (May 5 through substantial completion on October 17), then part time observation of 20 hours per week for 3 weeks until final completion on November 7. 5. Does not include materials testing. Assumes the City of Edina will contract with a materials testing consultant directly. SEH will coordinate testing when needed with the selected consultant. Estimated Fees & Billing The estimated total fee for construction support services is detailed in the table below and includes our reimbursable expenses. We will bill the City monthly for reimbursable expenses and on an hourly basis for labor. If approved, our contract will increase from $183,168.00 to $482,067.00. We will provide these services in accordance with our Agreement for Professional Engineering Services dated June 4, 2013, herein called the Agreement. Project Task Cost Task 1: Construction Management $11,051.00 Task 2: Staking $34,485.00 Task 3: Construction Services/Observation $230,556.00 Task 4: Additional Design Services $22,807.00 Total Project Cost for Engineering Services $298,899.00 This Supplemental Letter Agreement and the Agreement represent the entire understanding between the City of Edina and SEH in respect to the project and may only be modified in writing if signed by both parties. If you find this agreement satisfactory, please sign and return to me. We appreciate your continued consideration of SEH and look forward to working with you and your staff on this project. Please contact me at 952.912.2629 or wbauer@sehinc.com with questions regarding this proposal. Sincerely, SHORT ELLIOTT HENDRICKSON INC. William Bauer, PE (Lic. IA, MN, SD) Toby Muse, PE (Lic. MN) Project Manager Client Service Manager x:\ae\e\edina\172776\1-genl\10-setup-cont\03-proposal\construction phase services\sla ltr w 50th st ca.docx Page 232 of 1184 Mr. Ross Bintner, PE April 7, 2025 Page 4 Accepted on this ___day of________________, 2025 City of Edina, Minnesota By: _________________________________ Name _________________________________ Title Page 233 of 1184 d PURCHASE REPORT Date: April 16, 2025 Item Activity: Approve Meeting: City Council Agenda Number: 6.7 Prepared By: Chad Millner, Engineering Director Item Type: Request for Purchase Department: Engineering Item Title: Request for Purchase: Change Order #1 for Professional Services for ENG 25-5 Vernon Avenue and Highway 100 Interchange Project Action Requested: Approve Request for Purchase for Change Order #1 for Professional Services for ENG 25-5 Vernon Avenue and Highway 100 Interchange Project with TKDA for $539,400. Information/Background: The City is partnering with Hennepin County in coordination with Minnesota Department of Transportation, for bridge replacement over Highway 100 and the Vernon Avenue (County Road 158) over the Canadian Pacific Kansas City (CPKC) Railroad. The overall project will also improve the intersections at Interlachen Boulevard, Gus Young Lane, Arcadia Avenue and the Highway 100 on- and off-ramps. The size of the existing sidewalk and the lack of separation from heavy traffic make this street uncomfortable for many pedestrians, creating a significant barrier within the Grandview District. Additionally, the interchange with Highway 100 is a complicated and redundant system of six unique access ramps that connect to four different streets in the district. This project would improve safety and mobility for all users and eliminate redundant access ramps. This contract change order includes additional services related to bidding such as Senate bonding tour, LLP grant application, management of traffic plans, and a separate tree removal contract due to delays. A large portion of this contract is for construction services. Requisition Number: 12200271 Funding Source: Multiple Vendor: TKDA Equipment Status: Replacement Cost: $539,400 Resources/Financial Impacts: This project is funded by a combination of funding sources for the City's portion including MSA, City bonding, water utility, sanitary sewer utility, storm sewer utility, PACS, electrical operating budget, Centennial Lakes TIF, MnDOT in-kind construction services, local partnership program grant and regional solicitation grant. The City will hold the contract and seek reimbursements from Hennepin County and MnDOT. Page 234 of 1184 Current Contract Amount $1,750,200 Change Order #1 $539,400 Revised Contract Amount $2,424,600 Relationship to City Policies: This project aligns with the Comprehensive Plan, Pedestrian & Bicycle Master Plan and Climate Action Plan. Budget Pillar:Use text snippets to include pillars on the item report. Strong Foundation Better Together Values Impact:Use text snippets to include Values in the item report. Stewardship Replacing aging infrastructure at the appropriate time is sound asset management practice. Supporting Documentation: 1. Change Order #1: Professional Services for ENG 25-5 Page 235 of 1184 April 7, 2025 Via Email Only: cmillner@edinamn.gov Chad Millner, PE Director of Engineering City of Edina 7450 Metro Boulevard Edina, MN 55439 Re: Request for Amendment, CA/CI Services CSAH 158 Vernon Avenue / TH 100 Interchange Improvements State Project No.120-020-044/027-758-006 TKDA Project No. 0020479.000 Dear Mr. Millner: In response to your request, this letter is our request for the above referenced Contract to provide Construction Administration/Construction Inspection (CA/CI) Services in connection with the reconstruction of CSAH 158 (Vernon Avenue) / TH 100 Interchange hereinafter called the Project. Our Services will be provided in the manner described in this Proposal subject to the terms and conditions set forth in the Professional Services Agreement dated June 27, 2005, between the City of Edina and TKDA. Hereinafter, City of Edina is referred to as the CLIENT. I. PROJECT DESCRIPTION The CLIENT is leading the construction of the CSAH 158 (Vernon Avenue) over TH 100 interchange improvements in partnership with Hennepin County and the Minnesota Department of Transportation. The initial contract tasks required an alternatives analysis, an approved geometric layout, preliminary bridge plan, and final design. CA/CI Services are provided with this proposal. II. SERVICES TO BE PROVIDED BY TKDA Based on TKDA’s understanding of the Project, we have a contract to complete these design services: Project Management, Public and Agency Involvement, Project Memorandum, Environmental Site Assessment, Preliminary Design, Soil Testing. We propose to provide the following services: Task A • Project Management, Coordination, and Meetings 1. Additional Project Management for the duration of construction. Assumed 4 hours per week for 40 weeks. Task B • Construction Bidding Support 2. Additional final design and plan production a. Attend Senate Bonding Tour. b. Additional design and coordination for separate DMS sign structure. c. Additional design and coordination for overhead sign structure. d. Development and completion of LPP grant. e. Development of separate tree removal plan and proposal documents to bid that work to meet Environmental Documentation requirements. f. Development of MOT business signage for fabrication and inclusion in project construction change order. 3. Additional Construction Bidding Support a. Additional MnDOT and railroad coordination to get agreements authorized. b. Provide plan updates required for acceptance of LPP grant. c. Development of Addendum 1 and 2 during bidding. d. Additional responses to questions and comments from Contractors during the bidding process. e. Review bids tabulations. Page 236 of 1184 Chad Millner, PE | Director of Engineering CA/CI Services CSAH 158 Vernon Avenue / TH 100 Interchange Improvements April 7, 2025 Page 2 f. Development and submission of documentation to meet the Delegated Contract Process (DCP) required for Federal Aid projects. g. Respond to contractor RFIs. h. Coordination with Contractor after bid opening. Task C • Construction Engagement Support 1. Construction Engagement Support. Assumed 4 hours per week for 40 weeks. a. Provide weekly or biweekly updates to project website, as requested. b. Track and respond to resident concerns during construction. c. Engage specific residents and businesses as needs arise during construction. Task 3 • Construction Administration and Inspection Support 1. Provide one full-time individual to perform CA/CI for the project. Assumed 10 hours per day for 203 days. 2. Construction Administration Duties a. Assist the CLIENT and MnDOT during the pre-construction conference. b. Assist the CLIENT and MnDOT with contractor submitted materials. c. Coordinate with utility companies for necessary relocation work. d. Assist the CLIENT and MnDOT with contractor compliance with wage and labor provisions. Collect and review the following: i. Request to sublet forms ii. Certified payroll from prime contractor and subcontractors iii. Monthly EEO compliance reports iv. Month end trucking reports v. Responsible contractors exhibit A (signed) e. Attend weekly construction meetings led by MnDOT. f. Assist the CLIENT and MnDOT with change orders. g. Provide regular updates (via phone or email) to keep the CLIENT informed of issues and progress on the project. h. Following the project, assist the CLIENT and MnDOT with all project close out documentation required for federally funded projects. 3. Construction Inspection Duties a. Serve as the CLIENT’s field/construction point of contact. b. Inspection responsibility west of MnDOT’s right-of-way, including proposed Bridge 27C73 and the Interlachen intersection. i. Independently monitor and inspect the progress and construction methods to ensure project meets the contractual requirements. ii. Communicate and resolve field problems with contractors, staff, utility companies, residents, businesses, and other affected parties. iii. Coordinate material testing with MnDOT to schedule testing ensuring compliance with project requirements for soils, aggregates, bituminous, concrete, and other materials. iv. Coordinate with MnDOT Inspection Services for concrete and bituminous plant inspections. v. Coordinate with MnDOT’s survey staff when contractor requires staking for the project. vi. Maintain a daily diary that documents weather conditions, on-site construction personnel, hours worked, construction equipment used, detailed description of construction activities observed, and documentation of inspection points and field decisions. vii. Assist the contractor with coordination of any private utility relocation issues. Page 237 of 1184 Chad Millner, PE | Director of Engineering CA/CI Services CSAH 158 Vernon Avenue / TH 100 Interchange Improvements April 7, 2025 Page 3 viii. Ensure National Pollutant Discharge Elimination System (NPDES) permit compliance. ix. Measure and document project quantities. Maintain an item record account log and give quantity information for MnDOT to process pay estimates to be routed for signatures and payment. x. Conduct wage interviews with individual employees and provide documentation to MnDOT. xi. Develop and track a punch list. III. ADDITIONAL SERVICES If authorized in writing by the CLIENT, we will furnish or obtain from others Additional Services of the types listed below which are not considered as basic services under this Proposal. Additional Services shall be billable on an Hourly Time and Materials basis and such billings shall be over and above any maximum amounts set forth in this Proposal. A. Engineering design updates resulting from changes to the contract due to unforeseen circumstances or plan errors. B. As-Built survey of the project. IV. CLIENT RESPONSIBILITIES These responsibilities shall be as set forth in Article 8 of our General Services Agreement and as further described or clarified hereinbelow: A. Designate one individual to act as a representative with respect to the work to be performed, and such person shall have complete authority to transmit instructions, receive information, interpret, and define policies, and make decisions with respect to critical elements pertinent to the Project. This individual shall be identified in the signature block area of this Proposal. B. Provide TKDA with access to the project website as required to perform services listed in SECTION II. C. Provide TKDA with access to the site as required to perform services listed in SECTION II. D. Provide reviews of materials furnished by TKDA in a reasonable and prompt manner so the Project schedule can be maintained. E. MnDOT to provide project construction survey staking. F. MnDOT to provide on-site project material testing and set up MnDOT plant testing. G. If construction continues beyond the dates assumed in the fee estimate, TKDA will issue an addendum for additional services to the City for approval to continue the services outlined in SECTION II above. V. PERIOD OF SERVICE We would expect to start our services promptly upon receipt of written authorization and complete services once construction is finished including the punch list and all necessary project close out. VI. COMPENSATION Compensation to TKDA for services provided as described in SECTION II of this Proposal shall be on an Hourly Time and Materials basis in an amount not to exceed $539,400, increasing our original amended contract amount of $1,750,200 to a revised contract amount of $2,424,600 per the detailed Fee Estimate (attached). The level of effort required to accomplish SECTION II services can be affected by factors which are beyond our control. Therefore, if it appears at any time charges for services rendered under SECTION II will exceed the above, we agree TKDA will not perform services or incur costs which will result in billings in excess of such amount until we have been advised by you additional funds are available and our work can proceed. Page 238 of 1184 Chad Millner, PE | Director of Engineering CA/CI Services CSAH 158 Vernon Avenue / TH 100 Interchange Improvements April 7, 2025 Page 4 VII. CONTRACTUAL INTENT We thank you for the opportunity. If acceptable, please sign and return a copy of this Proposal as Amendment to our Contract. If you should have any comments or questions, please feel free to contact Lindsey Lawrence directly at 651.666.8263 or lindsey.lawrence@tkda.com. Sincerely, Lindsey Lawrence, PE Matthew Christensen, PE Project Manager Vice President, Surface Transportation Enclosure: Project Fee Estimate LJL:MJC:lmf:sfs ACCEPTED FOR THE CITY OF EDINA By: ________________________________________________________________________________________ (signature) Printed Name/Title Date CLIENT’S DESIGNATED REPRESENTATIVE: ___________________________________________________________________________________________ Name/Title Phone Email Page 239 of 1184 d ITEM REPORT Date: April 16, 2025 Item Activity: Approve Meeting: City Council Agenda Number: 6.8 Prepared By: Chad Millner, Engineering Director Item Type: Report & Recommendation Department: Engineering Item Title: Ordinance 2025-04: Amending Chapter 24 & 26 Concerning Electric-Assisted Bicycles Action Requested: Approve Ordinance 2025-04 amending Chapter 24 & 26 concerning Electric-Assisted Bicycles, grant first reading and waive second reading. Information/Background: Staff revised the ordinance based on the discussion at the last council meeting. This ordinance requires riders under 18 to wear helmets while operating an e-bike and bans electric-assist bicycles from sidewalks. Staff continue to advocate for education and awareness around state rules concerning e-bikes. Resources/Financial Impacts: There are no financial impacts with this ordinance. Relationship to City Policies: This ordinance aligns with the Comprehensive Plan, Pedestrian & Bicycle Master Plan, and Climate Action Plan to expand transportation opportuntites. Supporting Documentation: 1. Ordinance No. 2025-04: Concerning E-Bike Regulation Page 240 of 1184 232841v2 ORDINANCE NO. 2025-04 AN ORDINANCE AMENDING CHAPTER 24 and 26, OF THE EDINA CITY CODE CONCERNING ELECTRIC-ASSISTED BICYCLES THE CITY COUNCIL OF EDINA ORDAINS: Chapter 24 Article 1 and Chapter 26 Article X are amended with the following original text, added text, and deleted text: Section 1. Chapter 24, Article I, Section 24-1- Definitions. Sidewalk means that portion of a street between the curb lines, or the lateral lines of a roadway, and the adjacent property lines intended for the use of pedestrians. an improved thoroughfare located on a public right-of-way or public easement limited to usage by pedestrians and nonmotorized vehicles. Section 2. Chapter 26, Article X, Section 26-282 - Operation of bicycles. (a)For purposes of this article, the term "bicycle" " means every device capable of being propelled solely by human power upon which any person may ride, having two tandem wheels, and including any device generally recognized as a bicycle though equipped with two front or rear wheels. has the meaning given that term in Minn. Stats. § 169.011, subd. 4. Any person operating a bicycle on any street or bicycle lane or bicycle route must comply with Minn. Stats. § 169.222. (b)For Purposes of this article, the term “electric-assisted bicycle” means a bicycle with two or three wheels that:(1) has a saddle and fully operable pedals for human propulsion; (2) meets the requirements for bicycles under Code of Federal Regulations, title 16, part 1512, or successor requirements;(3) is equipped with an electric motor that has a power output of not more than 750 watts;(4) meets the requirements of a class 1, class 2, class 3, or multiple mode electric-assisted bicycle; and (5) has a battery or electric drive system that has been tested to an applicable safety standard by a third- party testing laboratory. All electric-assisted bicycles operated within the City shall comply with Minnesota State Statutes and with the following additional requirements: 1. Any person under the age of 18 operating or riding on an electric- assisted bicycle in the city shall wear a helmet or other protective headgear approved for bicycle riding by the United States Department of Transportation or the United States Consumer Product Safety Commission (CPSC). Section 3. Chapter 26, Article X, Section 26-283 – Rules for operating bicycles on public sidewalks, bicycle paths, bicycle trails or shared-use paths. A person may operate a bicycle or an electric-assisted bicycle, as defined in this Chapter, on a bicycle path, bicycle route, bicycle trail or shared-use path as the terms bicycle path, bicycle trail or shared-use path are defined in Minn. Stat. 169.011. No person may operate Page 241 of 1184 232841v2 an electric-assisted bicycle, as defined in this Chapter, on a sidewalk. A person may operate a bicycle, as defined in the Chapter, on a public sidewalk, including in a business district, subject to the following requirements in addition to those found in state statute. A bicyclist shall: (1) Ride at a speed no greater than is reasonable and prudent under the circumstances, and in no event at a speed greater than ten miles per hour. (2) Slow to a walking pace when pedestrians are present. (3) Slow to a walking pace upon approach to and when crossing a driveway or intersection; enter driveway or intersection when clear of traffic. (4) Not ride on sidewalks where the entrance or exit of a building abuts the sidewalk. (5) Not ride on sidewalks where posted. Section 4. Chapter 26, Article X, Section 26-284 - Petty misdemeanor. Any violation of section 26-282 or 26-283 shall be a petty misdemeanor punishable as provided in section 1-18. Section 5. This ordinance shall be effective immediately upon its passage and publication. ADOPTED this 16th day of April, 2025, by the City Council of the City of Edina, Minnesota. First Reading: April 16, 2025 Second Reading: Waived ATTEST: Sharon Allison, City Clerk James B. Hovland, Mayor Please publish in the Edina Sun Current on _____ Send one affidavit of publication Bill to Edina City Clerk Page 242 of 1184 d ITEM REPORT Date: April 16, 2025 Item Activity: Approve Meeting: City Council Agenda Number: 6.9 Prepared By: Andrew Scipioni, Transportation Planner Item Type: Report & Recommendation Department: Engineering Item Title: Traffic Safety Report of February 25, 2025 Action Requested: Approve the staff recommendations in the Traffic Safety Report of February 25, 2025. Information/Background: The Traffic Safety Committee recommends action on two items and no action on three items. The Transportation Commission reviewed the report at their March 27 regular meeting; no additional recommendations were provided. See attached report. Resources/Financial Impacts: Traffic control signage and pavement markings within the public right-of-way are owned and maintained by the Public Works Department. Changes or additions to signage or markings will be funded through the Streets Division operating budget or the Pedestrian and Cyclist Safety (PACS) Fund. Relationship to City Policies: The recommendations in this report support the goal in the Transportation Chapter of the Comprehensive Plan to "manage, maintain and operate roadways to maximize wherever possible the safety and mobility of all users and all modes." The staff recommendations are guided by the Minnesota Manual on Uniform Traffic Control Devices and the City's local traffic policies. Supporting Documentation: 1. Traffic Safety Report of February 25, 2025 Page 243 of 1184 Strong FoundationCITY GOALS:Better TogetherReliable Service Livable City Staff Report City of Edina • 4801 W. 50th St. • Edina, MN 55424 Date: To: From: Subject: April 16, 2025 Mayor and City Council Nick Bauler, Traffic Safety Coordinator Traffic Safety Report of February 25, 2025 Staff Recommendation: Approve the recommendations of the Traffic Safety Committee. Information / Background: The Traffic Safety Committee (TSC) review of traffic safety matters occurred on February 25. The Traffic Safety Coordinator, Transportation Planner, Engineering Director, Assistant City Planner, Public Works Director, Traffic Safety Specialist and Police Sargeant were in attendance for this meeting. 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, they can submit correspondence to the Transportation Commission and/or to City Council prior to the April 16 regular meeting. Section A: Items on which the Traffic Safety Committee recommends action A1. Safety concerns along Olinger Blvd. Staff recommends increased speed enforcement and to consider Olinger for a dynamic speed display sign once a policy is drafted. Description Complaints of speeding vehicles and pedestrian safety issues along Olinger. ADT 1,306 and 1,260 85% Speed 34.1 and 37.6 MPH (2023) Crashes Three crashes (’15, ’16 and ’19). During winter months with vehicles run off Olinger. Non-motorized facilities Shared and standard bile lanes present. Anticipated sidewalk projects connecting from Vernon Ave to Villa Ln. Crosswalks present at Jeff Pl and Olinger Rd. Previous Work Olinger was overlaid in 2014. Olinger Blvd. Page 244 of 1184 STAFF REPORT Page 2 A2. Request for vehicle restriction signage in alley between Edina Grill and Salut at 50th & France Staff recommends installing no right turn signs at the entrance of the alley. Section B: Items on which the Traffic Safety Committee recommends no action B1. Request for added lane designations at W 70th St and HWY 100 Staff recommends no changes. B2. Remove no right turn on red at Parklawn Ave and W 77th St. Staff recommends no changes. Description Worker in area witnessed seven instances of vehicles entering alley driving towards France. Crashes One on France involving tow truck operation failure. Unique Circumstances During warm months this area has tables and chairs for restaurant patrons. Description Commuter requesting added right turn lane for westbound W 70th at HWY 100 north entrance and Normandale Frontage Rd. AADT 9,629 (2022) 85% Speed N/A Crashes One of EB left-turning vehicle hit WB vehicle who failed to yield. Previous Work W 70th was reconstructed in 2011, east of HWY 100. Unique Circumstances When one WB vehicle is stopped in the right lane, vehicles sometimes pass on right to go north. Description Requestor wants to remove restriction claiming it’s more dangerous when in place. AADT W 77th St – 13,261 (2022) Parklawn Ave – 8,185 (2023) 85% Speed N/A Crashes One- eastbound rear-ending collision at intersection. Unique Circumstances 2021 study found intersection operates at level of service B, which includes volumes correlating to completion of The Fred complex. Future Work Overlay anticipated in 2026 – west of intersection. Reconstruction anticipated in 2029, east and north of intersection. Alley between Salut and Edina Grill facing east. W 70th St east of HWY 100 Parklawn Ave at W 77th St Page 245 of 1184 STAFF REPORT Page 3 B3. Request for stop signs along W 59th St at Abbott Ave and Zenith Ave. Staff recommends no changes. Section D: Other traffic safety items handled D1. Two requests made for a crosswalk over Valley Ln at Ridgeview Dr. The intersection did not meet warrants, but will be reviewed prior to future street projects. This was a C item approved by City Council in May 2023 for further staff discussion. D2. A resident had concerns with visibility of traffic signs on Eden Ave. All signs were reviewed and have adequate visibility. D3. A request made for stop signs due to vehicle speeds on Abercrombie Dr at Everett Pl. With no crashes, adequate sight lines and low vehicle volumes, stop controls are not warranted. D4. A request for a dynamic speed display sign (DSDS) on W 66th St between HWY 100 and Lake Cornelia. A policy is being developed and this location will be considered. D5. A resident requested parking restrictions to prevent parents parking on Richmond Dr picking up students from Our Lady Grace school. The resident was provided a petition form to include impacted neighbors for the request. Section E: Items recommended for police enforcement E1. Complaints regarding delivery vehicles parking illegally on Market St. Signage was reviewed and is adequate for enforcement The requestor was informed to contact non-emergency dispatch for enforcement. E2. Complaint of parents not following stop signs and speed limits near Morningside Ave and Grimes Ave near school start and end hours. The PD was notified of the concern. Description Requestor notes sight line concerns from landscaping elevation and is requesting stop controls at both all-way uncontrolled intersections. AADT W 59th St – 87 (2018) Zenith Ave – 172 (2018) 85% Speed W 59th St – 22.1 MPH Zenith Ave – 26.3 MPH Crashes Two at Abbott in January and March 2023. Both 90- degree crashes involving southbound vehicles and icy road conditions. One at Zenith north and eastbound vehicles with icy conditions. Previous Work Chowen Park neighborhood reconstructed in 2019. W 59th St at Zenith Ave and Abbott Ave Page 246 of 1184 d PURCHASE REPORT Date: April 16, 2025 Item Activity: Approve Meeting: City Council Agenda Number: 6.10 Prepared By: Nate Borwege, Chief Building Official Item Type: Request for Purchase Department: Fire Item Title: Request for Purchase: Project Dox Software Annual Subscription Renewal Action Requested: Approve Request for Purchase of Project Dox software annual subscription renewal from Avolve Software for $35,352. Information/Background: Since 2017, the City has been conducting electronic/paperless plan reviews utilizing Avolve Software’s Project Dox. This software allows for paperless permit submissions of plans. All plan reviews are completed electronically via computer. The software is web-based and used by city staff and the permit applicants. Within this software, multiple departments can review and collaborate between the applicant and other city staff. Corrections, comments, stamps, and approved plans are all completed within Project Dox when issuing a permit. Requisition Number: 12500091 Funding Source: Budget Vendor: Avolve Software Equipment Status: New or Replacement Cost: 35,352.00 Resources/Financial Impacts: • Budget – Project Dox is a budgeted expense. • Implementation – Implementation is complete, and the software is operational. • Operation – Project Dox is served through a cloud-based SAAS environment integration with our inspection recording software PIMS. Relationship to City Policies: List policies, strategic plans, work plans, etc related to this item. i.e. Comp plan, CAP, CIP Reliable Service-Electronic Plan Review Software that creates a workflow between City of Edina staff and the permit applicant. Page 247 of 1184 Budget Pillar:Use text snippets to include pillars on the item report. Reliable Service-Project Electronic Plan Review Software eliminates paper applications and plan submittals while tracking comments and corrections during the plan review cycle. Values Impact:Use text snippets to include Values in the item report. Reliable Service-Project Dox allows multiple departments to review and collaborate efficiently while communicating with the permit applicant. Supporting Documentation: None Page 248 of 1184 d ITEM REPORT Date: April 16, 2025 Item Activity: Approve Meeting: City Council Agenda Number: 6.11 Prepared By: Jennifer Bennerotte, Communications Director Item Type: Request for Purchase Department: Communications Item Title: Request for Purchase: Annual SeeClickFix Software Renewal Action Requested: Approve the annual renewal of the City's contract with SeeClickFix for Edina 311 and online "report a problem" functionality with CivicPlus LLC for $26,604.70. Information/Background: To date, 5,039 issues have been reported through the system and fixed. Request types include 50th & France maintenance, damaged mailbox, dumping of trash and rubbish on City streets, excessive noise, fire hydrant maintenance, hazardous waste and illicit discharge, high grass or weeds on public property, missing or damaged street sign, new construction, on-street parking and vehicles, overgrown vegetation near street or sidewalk, property damage, property or sod damage from snowplow, sewer backup and issues, sidewalk concern or damage, snow removal, storm water problem, street lights or traffic signal outage, streets, traffic safety and water issues. Resources/Financial Impacts: The software is integrated with the Public Works Department's work order management system and EnerGov by Tyler Technologies for the Public Health Division. This expense will be paid for by the Communications, Engineering and Public Works departments and Public Health Division. Relationship to City Policies: List policies, strategic plans, work plans, etc related to this item. i.e. Comp plan, CAP, CIP Supporting Documentation: None Page 249 of 1184 d PURCHASE REPORT Date: April 16, 2025 Item Activity: Approve Meeting: City Council Agenda Number: 6.12 Prepared By: Tracy Petersen, Assistant Director Parks & Recreation Item Type: Request for Purchase Department: Parks & Recreation Item Title: Request for Purchase: Parks & Recreation Annual Software Renewal Action Requested: Approve Request for Purchase for Parks & Recreation Annual Software Renewal with Civic Plus, LLC for $44,328.22. Information/Background: This is the annual payment for 2025 for the Parks & Recreation Department recreation management software system, Civic Rec. This system provides a user-friendly and accessible registration system for programs, events, point-of-sale facility transactions and facility rentals offered through the Parks & Recreation Department. Requisition Number: 12500088 Funding Source: Parks & Recreation Administration Operating Budget Vendor: Civic Plus, LLC Equipment Status: Replacement Cost: $44,328.22 Resources/Financial Impacts: This system is included in the Parks & Recreation Administration Operating Budget. Relationship to City Policies: This registration platform aligns with Parks & Recreation Strategic Plan to promote community health and wellness by engaging all residents in our parks, programs and services. Budget Pillar: Reliable Service Better Together Page 250 of 1184 Values Impact: Equity Provides an accessible registration format for all to access programs and facilities. Supporting Documentation: None Page 251 of 1184 d PURCHASE REPORT Date: April 16, 2025 Item Activity: Approve Meeting: City Council Agenda Number: 6.13 Prepared By: Nathan Kaderlik, Assistant Director- Utilities Item Type: Request for Purchase Department: Public Works Item Title: Request for Purchase: Water Meter Equipment Action Requested: Approve Request for Purchase of water meter equipment from Ferguson for $20,230. Information/Background: This is for purchasing water meter equipment, specifically new register heads and radios. Requisition Number: 12500089 Funding Source: 59059006.6406 Vendor: Ferguson Equipment Status: New Cost: $20,230.00 Resources/Financial Impacts: This purchase is budgeted and will be implemented by Public Works. Relationship to City Policies: Strong Foundation- To maintain our water meter data collection assets. Budget Pillar: Reliable Service-This purchase will provide us with the inventory we need to respond to repairs/replacement of water meters in the City of Edina. Values Impact: Sustainability This equipment will help us accurately receive water usage data and monitoring. Supporting Documentation: None Page 252 of 1184 d PURCHASE REPORT Date: April 16, 2025 Item Activity: Approve Meeting: City Council Agenda Number: 6.14 Prepared By: Nathan Kaderlik, Assistant Director- Utilities Item Type: Request for Purchase Department: Public Works Item Title: Request for Purchase: Sanitary and Storm Sewer Manhole Lining Action Requested: Approve Request for Purchase of sanitary and storm sewer manhole lining to Underground Utility Specialties for $70,000. Information/Background: This purchase is for the installation of Flex-Seal Utility sealant on sanitary and storm sewer manhole/catch basins to protect the concrete rings to prolong the life of the structure. Requisition Number: 12500090 Funding Source: 59259202.6180 Vendor: Underground Utility Specialties Equipment Status: New Cost: $70,000.00 Resources/Financial Impacts: This purchase is budgeted and will be implemented by Underground Utility Specialists. Relationship to City Policies: Strong Foundation - Creates longevity of our current infrastructure. Budget Pillar: Reliable Service - This proactive approach prevents pre-mature failures of these assets. Values Impact: Stewardship - Provides long-term value to our city streets and assets. Supporting Documentation: None Page 253 of 1184 d PURCHASE REPORT Date: April 16, 2025 Item Activity: Approve Meeting: City Council Agenda Number: 6.15 Prepared By: Brian Olson, Director Item Type: Request for Purchase Department: Public Works Item Title: Request for Purchase: 2025 Commodity Quotes Action Requested: Approve request for purchase of the 2025 commodity quote. Information/Background: Bituminous Roadways- Ready mix bituminous materials SPNWB330B $48.75, Ready mix bituminous materials SPWEA340B $52.30, Ready mix bituminous materials SPWEB340B $54.00. We have had issues being turned away from the plant due to large projects not allowing smaller loads to be procured. We have discussed this with the supplier and set a limit of 5 times for the construction season. If that limit is reached we will defer to the 2nd lowest bidder to get access to the materials needed to maintain our roadways. Cemstone Products- Concrete 200 cu yd $202.00, Concrete 400 cu yd $179.00. Hawkins Inc- Hydrofluosilicic Acid $52.00, Liquid Chlorine $149.10, Ortho-Polyphosphate 50/50 blend $11.43, Tonkazorb 3% $15.89, Ammonium Sulfate $10.69. ESS Brothers and Sons - San Sewer R1733 complete casting and lid $422, San Sewer R1733 casting only $214, San Sewer R1733 lid only $208, St Sewer R2390 complete casting and lid $510, San Sewer R2390 casting only $214, St Sewer R2390 lid only $296, St Sewer 3067V complete casting and lid $607, St Sewer 3067V casting only $242, St Sewer 3067V lid only $201, curb box $164. All Around Concrete- Retaining Wall Repair $31.75, Concrete removal and replacement curb and gutter $45.00, Concrete removal and replacement flatwork 4" $11.00, Concrete removal and replacement flatwork 6" $13.00, ADA Ramp $13.00. Requisition Number: 12500099 Funding Source: Public Works Operating Budget Vendor: Various Equipment Status: New and Replacement Cost: Variable as Needed Resources/Financial Impacts: • Budget – Public Works Divisional Operating Budgets Page 254 of 1184 • Implementation – Various Contractors/Vendors • Operation – Public Works Staff Relationship to City Policies: Mill and Overlay, ADA Compliance, public water supply, sound infrastructure. Budget Pillar: Strong Foundation Reliable Service Values Impact: Stewardship Re-investment in City infrastructure to ensure consistent customer service. Health Sound water and sanitary infrastructure is paramount to community health. Supporting Documentation: 1. Commodity Quotes Tab 2025 Page 255 of 1184 QUOTE FORM CITY OF EDINA 2025 COMMODITIES NAME OF SUPPLIERS NO.PRODUCT DESCRIPTION BID ITEM DELIVERED BID ITEM PICKED UP BID ITEM CS MCCROSSAN 1 READY MIX BITUMINOUS MATERIALS 1a (SPNWB330B) MnDOT Non-Wear Spec No. 2360 1a n/a 1a $52.25/ton Approximately 6000 Tons 1b (SPWEA340B) MnDOT Wear Spec No. 2360 1b n/a 1b $57.25/ton Approximately 10,000 Tons 1c (SPWEB340B) MnDOT Wear Spec No. 2360 1c n/a 1c $56.60/ton Approximately 10,000 Tons BITUMINOUS ROADWAYS 1 READY MIX BITUMINOUS MATERIALS 1a (SPNWB330B) MnDOT Non-Wear Spec No. 2360 1a n/a 1a $48.75/ton Approximately 6000 Tons 1b (SPWEA340B) MnDOT Wear Spec No. 2360 1b n/a 1b $52.30/ton Approximately 10,000 Tons 1c (SPWEB340B) MnDOT Wear Spec No. 2360 1c n/a 1c $54.00/ton Approximately 10,000 Tons MARTIN MARIETTA 1 READY MIX BITUMINOUS MATERIALS EP - Picked Up B'ville 1a (SPNWB330B) MnDOT Non-Wear Spec No. 2360 1a $50.85/ton 1a $49.85/ton Approximately 6000 Tons 1b (SPWEA340B) MnDOT Wear Spec No. 2360 1b $57.95/ton 1b $58.35/ton Approximately 10,000 Tons 1c (SPWEB340B) MnDOT Wear Spec No. 2360 1c $51.45/ton 1c $52.00/ton Approximately 10,000 Tons AVR 2 CONCRETE Type 3F52F - 3900 lbs Approximately 200 cu yd 2a $290.00/c.y. Approximately 400 cu yd 2b $165.00/c.y. $124,000 CEMSTONE 2 CONCRETE Approximately 200 cu yd 2a $202.00/c.y. Approximately 400 cu yd 2b $179.00/c.y. $112,000 3 HYDROFLUOSILICIC ACID Delivery to all City pump house locations. Bulk delivery to 140 gal containers Approximately 123,000 lbs Producer HAWKINS Approximately 123,000 lbs 3 $52.00/cwt $63,960 Producer PCS 4 LIQUID CHLORINE 150# Cylinders Approximately 130,000 lbs/year Delivery to all City pump house locations HAWKINS Approximately 130,000 lbs/year 4 $149.10/cwt $193,830 Delivery to all City pump house locations 5 POLYPHOSPHATE ORTHO-PHOSPHATE BLEND WATER TREATMENT CHEMICAL - 50/50 BLEND Bulk delivery to all City pump house locations Approximately 9,800 Gallons Producer CARUS HAWKINS Approximately 9,800 Gallons 5 $11.4314/gal $112,028 Producer HAWKINS 6 TONKAZORB 3% Hydrolyzed Manganese Oxide Bulk delivery to Water Treatment Plant No. 3 and Water Treatment Plant No. 4 HAWKINS Approximately 11,000 Gallons 6 $15.8936/gal $174,830.00 7 Ammonium Sulfate Bulk delivery to Water Treatment Plant No.6 HAWKINS Approximately 1,500 Gallons 7 $10.685/gal $16,028.00 ESS 8 COVERS AND CASTINGS Complete Casting & Lid Casting Only Lid Only A Sanitary Sewer - R1733 with self sealing solid cover or approved equal.8a1 $422.00/ea 8a2 $214.00/ea 8a3 $208.00/ea B Storm Sewer - Round lid R2390 or approved equal.8a1 $510.00/ea 8b2 $214.00/ea 8b3 $296.00/ea C Storm Sewer - Rectangular 3067V (no lettering) or approved equal.8c1 $607.00/ea 8c2 $242.00/ea 8c3 $201.00/ea D Cost of curb box 8d $164.00/ea Blackstone 9 RETAINING WALL REPAIR Time and Labor 9 $35.92/sq. ft. All Around Concrete $31.75/sq.ft. 1 Page 256 of 1184 QUOTE FORM CITY OF EDINA 2025 COMMODITIES Klein Underground 10 CONCRETE REMOVAL & REPLACEMENT 10 Curb and Guttter Flatwork 4"Flatwork 6" No Quote/ln. ft.No Quote/sq. ft.No Quote/sq. ft. All Around Concrete $45.00/ln. ft.$11.00/sq. ft.$13.00/sq. ft. JR Contracting $55.00/ln. ft.$12.25/sq. ft.$14.50/sq. ft. PLEASE NOTE: No. 3,4 & 5 will be a tied bid and awarded together. No. 8A, B & C will be a tied bid and awarded together. Award based on complete casting and cover. Approximately 300 covers and castings will be in the mix.Recommend accepting bid NAME OF SUPPLIERS NO.PRODUCT DESCRIPTION BID ITEM DELIVERED BID ITEM PICKED UP BID ITEM 2 Page 257 of 1184 d ITEM REPORT Date: April 16, 2025 Item Activity: Approve Meeting: City Council Agenda Number: 6.16 Prepared By: Jeff Brown, Community Health Administrator Item Type: Request for Purchase Department: Fire Item Title: Resolution No. 2025-30: Cannabis and Substance Use Prevention Grant Services Agreement Action Requested: Adopt Resolution No. 2025-30 approving Cannabis and Substance Use Prevention Services Agreement with Bloomington Public Health Information/Background: In coordination with the legalization of adult use cannabis, the Minnesota Department of Health has awarded Cannabis and Substance Use Prevention Grants to Community Health Boards in Minnesota. The cities of Edina and Bloomington have partnered through contracts for various public health services and will continue that relationship to complete grant duties required of the Cannabis and Substance Use Prevention Grant. The contracted amount shall not exceed $100,164.00 and will be in place until June 30, 2026. Resources/Financial Impacts: No budget impact, as grant dollars will fund the contract between Edina and Bloomington. Public Health Division will administer the grant and ensure invoices and payments are accurate and on-time. Completion of grant duties will be done collaboratively between the cities of Bloomington, Edina, and Richfield. Relationship to City Policies: Chapter 12 of the Edina Comprehensive Plan is titled Community Health and includes a section on using a Health in All Policies approach to actions and decision-making. This grant will help bring a Health in All Policies lens to the changes related to the use and legal sale of adult use cannabis and includes outreach and education around prevention of substance abuse. Budget Pillar: Livable City Values Impact: Health The grant uses state cannabis dollars to provide support and guidance to Community Health Boards on best practices for substance use prevention. The funding may focus on a range of substance types, but cannabis must be included. Page 258 of 1184 Stewardship Bloomington, Edina, and Richfield will collaborate by using grant funds from the three cities to ensure sufficient staff capacity and resources to complete grant duties. Working in the collaborative way allows the three cities access to more resources and staff than each would be able to provide with their own grant funding. Supporting Documentation: 1. Resolution No. 2025-30: Cannabis and Substance Use Prevention Grant Services Agreement 2. Cannabis and Substance Use Prevention (CSUP) Services Agreement Edina (1) Page 259 of 1184 RESOLUTION NO. 2025-30 APPROVE CANNABIS AND SUBSTANCE USE PREVENTION GRANT SERVICES AGREEMENT WITH CITY OF BLOOMINGTON WHEREAS, Pursuant to Minn. Stat. 144.197 subd. 4, the Minnesota Department of Health (MDH) is empowered to award grants to local public health departments to create prevention and education programs focusing on cannabis and substance use prevention; and WHEREAS, MDH has awarded a Cannabis Substance Use and Prevention grant to the City of Edina; and WHEREAS, The City of Edina and the City of Bloomington have successfully collaborated through contracted public health services agreements since 1977; and WHEREAS, the City of Bloomington is duly qualified and willing to perform all the activities according to the terms of this grant project services agreement. NOW THEREFORE BE IT RESOLVED by the City Council of the City of Edina, Hennepin County, Minnesota, to enter into and sign a Cannabis Substance Use and Prevention Grant Services Agreement with the City of Bloomington. Passed and adopted: April 16, 2025. 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 April 16, 2025, and as recorded in the Minutes of said Regular Meeting. WITNESS my hand and seal of said City this _______ day of ___________________, 2025. ___________________________ Sharon Allison, City Clerk Page 260 of 1184 Agreement ID: 2025-113 CANNABIS AND SUBSTANCE USE PREVENTION SERVICES AGREEMENT BETWEEN THE MINNESOTA CITIES OF BLOOMINGTON AND EDINA THIS AGREEMENT is made on _________________________ (“Effective Date”) by and between CITY OF BLOOMINGTON, MINNESOTA, a Minnesota municipal corporation located at 1800 West Old Shakopee Road, Bloomington, Minnesota 55431-3027, acting through its Public Health Division (“Bloomington”), and CITY OF EDINA, MINNESOTA, a Minnesota municipal corporation located at 4801 West 50th Street, Edina, Minnesota 55424 (“Edina”). Bloomington and Edina are herein referred to collectively as the “Parties.” RECITALS A. Bloomington warrants and represents that its Division of Public Health is a duly certified public health agency operating in accordance with all applicable federal and state requirements. B. Bloomington’s Division of Public Health provides Cannabis and Substance Use Prevention (“CSUP”) Services to create prevention and education programs focusing on cannabis and substance use prevention. C. Edina wishes to promote, support, and maintain the health of its residents by providing CSUP Services to its residents, and desires to contract with Bloomington to provide such CSUP Services, funding these duties via Minnesota Department of Health (“MDH”) grant dollars and subject to the grant compliance timelines provided by MDH. D. Bloomington is willing to provide such CSUP Services to residents of Edina on the terms and conditions set forth in this Agreement. NOW, THEREFORE, based on the Recitals above and in consideration of the terms and conditions expressed in this Agreement, Bloomington and Edina agree as follows: AGREEMENT 1.Services to be Provided. Bloomington agrees to provide the residents of Edina with CSUP Services as described in the Scope of Services attached to this Agreement as Exhibit A or any supplemental letter agreements, or both, entered into between Bloomington and Edina (the “Services”). The Services referenced in the attached Exhibit A or any supplemental letter agreements shall be incorporated into this Agreement by reference. All Services shall be provided in a manner consistent with the level of care and skill ordinarily exercised by contractors currently providing similar services. 2.Time for Completion. This Agreement shall remain in force and effect commencing from January 1, 2025 and continuing until June 30, 2026, unless terminated by either Party or amended pursuant to the Agreement. 3.Consideration. The consideration, which Edina shall pay to Bloomington, shall not exceed $100,164.00, pursuant to the terms of payment set forth in Exhibit B and incorporated into this Agreement. Page 261 of 1184 2 4.Approvals. Bloomington will secure Edina’s written approval before making any expenditures, purchases, or commitments on Edina’s behalf beyond those listed in the Services. Edina’s approval may be provided via electronic mail. 5.Termination. Notwithstanding any other provision hereof to the contrary, either party may terminate this Agreement for any reason upon giving thirty (30) days’ written notice to the other party. In the event of a termination, the quarterly payment next due shall be prorated and paid for only the period ended as of the date of termination, and Edina shall pay such reduced quarterly payment for the period ended on the date of termination within fifteen (15) days after receipt of Bloomington’s invoice. Bloomington reserves the right to cancel this Agreement at any time in event of default or violation by Edina of any provision of this Agreement. Bloomington will provide a thirty (30) day written notice period within which Edina may cure said default or violation. During the thirty (30) day cure period, Bloomington may cease performance of any duties under this Agreement until Edina is no longer in default or violation of this Agreement. In the event the default or violation is not cured, Bloomington may take whatever action at law or in equity that may appear necessary or desirable to collect damages arising from a default or violation or to enforce performance of this Agreement. 6. Amendments. Except as expressly permitted by this Agreement, no amendments may be made to this Agreement except in writing signed by both parties. 7.Records/Inspection. Pursuant to Minnesota Statutes § 16C.05, subd. 5, the Parties agree that the books, records, documents, and accounting procedures and practices that are relevant to the contract or transaction, are subject to examination by the other Party and the state auditor or legislative auditor for a minimum of six years. Both Parties shall maintain such records for a minimum of six years after final payment. These obligations survive termination of this Agreement. 8.Indemnification. To the fullest extent permitted by law, each party, and its successors or assigns, shall be liable for its acts and the results thereof and agrees to protect agree to protect, defend, indemnify, save, and hold harmless the other party, its officers, officials, agents, volunteers, and employees from any and all claims; lawsuits; causes of actions of any kind, nature, or character; damages; losses; or the costs, disbursements, and expenses of defending the same, including but not limited to attorneys’ fees, professional services, and other technical, administrative or professional assistance resulting from or arising out of the acting party’s (or its subcontractors, agents, volunteers, members, invitees, representatives, or employees) performance of the duties required by or arising from this Agreement, or caused in whole or in part by any negligent act or omission or willful misconduct, or arising out of the failure to obtain or maintain the insurance required by this Agreement. Nothing in this Agreement shall constitute a waiver or limitation of any immunity or limitation on liability to which the Parties are entitled. Each Party’s liability shall be governed by the provisions of Minnesota Statutes, Chapter 466 and other applicable law. The Parties agree that liability under this Agreement is controlled by Minnesota Statues § 471.59, subdivision 1a, and that total liability for the Parties shall not exceed the limits on governmental liability for a single unit of governmental as specified in Minnesota Statues § 466.04, subdivision 1(a). The Parties agree that these indemnification obligations will survive the completion or termination of this Agreement. Page 262 of 1184 3 9.Insurance. Each party warrants that it has purchased insurance or has a self-insurance program. Each party shall promptly notify the other of any claim, action, cause of action or litigation brought against the party, its employees, officers, agents, or subcontractors, which arise out of the Services contained in this Agreement whenever either party has a reasonable basis for believing that it, or its employees, officers, agents or subcontractors or the other party may become the subject of a claim, action, cause of action or litigation arising out of the Services contained in the Agreement. 10.Assignment and Subcontracting. Neither Bloomington nor Edina shall assign, subcontract, or transfer any rights under or interest (including, but without limitation, moneys that may become due or moneys that are due) in this Agreement, in whole or in part, without the written consent of the other except to the extent that the effect of this limitation may be restricted by law. Unless specifically stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility under this Agreement. Nothing contained in this paragraph shall prevent Bloomington from employing such independent consultants, associates, and subcontractors, as it may deem appropriate to assist it in the performance of Services required by this Agreement. Any instrument in violation of this paragraph is null and void. 11.Independent Contractor. Bloomington shall be deemed an independent contractor. Bloomington’s duties will be performed with the understanding that Bloomington has special expertise as to the Services that Bloomington is to perform and is customarily engaged in the independent performance of the same or similar services for others. All required equipment and personnel shall be provided or contracted for by Bloomington. The manner in which the Services are performed shall be controlled by Bloomington; however, the nature of the Services and the results to be achieved shall be specified by Edina. The parties agree that this is not a joint venture and the parties are not co-partners. Bloomington is not to be deemed an employee or agent of Edina and has no authority to make any binding commitments or obligations on behalf of Edina except to the extent expressly provided in this Agreement. All Services provided by Bloomington pursuant to this Agreement shall be provided by Bloomington as an independent contractor and not as an employee of City for any purpose, including but not limited to: income tax withholding, workers’ compensation, unemployment compensation, FICA taxes, liability for torts and eligibility for employee benefits. 12.Compliance with Laws. Parties shall exercise due care to comply with applicable federal, state and local laws, rules, ordinances and regulations in effect as of the date Bloomington agrees to provide the Services. 13.Entire Agreement. This Agreement, any attached exhibits and any addenda or amendments signed by the parties shall constitute the entire agreement between Bloomington and Edina and supersedes any other written or oral agreements between Bloomington and Edina. This Agreement can only be modified in writing signed by Bloomington and Edina. If there is any conflict between the terms of this Agreement and referenced or attached items, the terms of this Agreement shall prevail. 14.Third Party Rights. The parties to this Agreement do not intend to confer on any third party any rights under this Agreement. 15.Choice of Law and Venue. This Agreement shall be governed by and construed in accordance with the laws of the state of Minnesota. Any disputes, controversies, or claims arising out of this Page 263 of 1184 4 Agreement shall be heard in the state or federal courts of Hennepin County, Minnesota, and all parties to this Agreement waive any objection to the jurisdiction of these courts, whether based on convenience or otherwise. These obligations survive termination of this Agreement. 16.Conflict of Interest. Bloomington shall use reasonable care to avoid conflicts of interest and appearances of impropriety in representation of Edina. In the event of a conflict of interest, Bloomington shall advise Edina and either secure a waiver of the conflict or advise Edina that it will be unable to provide the Services. 17.Work Products and Ownership of Documents. All records, information, materials and other work products, including, but not limited to the completed reports, drawings, plans, and specifications prepared and developed in connection with the provision of Services pursuant to this Agreement shall become the property of Edina, but reproductions of such records, information, materials and other work products in whole or in part may be retained by Bloomington. Regardless of when such information was provided, Bloomington agrees that it will not disclose for any purpose any information Bloomington has obtained arising out of or related to this Agreement, except as authorized by Edina or as required by law. These obligations survive termination of this Agreement. 18.Agreement Not Exclusive. Bloomington retains the right to perform other CSUP Services for other entities, in Bloomington’s sole discretion. 19.Data Practices and Act Compliance. Any and all data provided to Bloomington, received from Bloomington, created, collected, received, stored, used, maintained, or disseminated by Bloomington pursuant to this Agreement shall be administered in accordance with, and is subject to the requirements of the Minnesota Government Data Practices Act, Minnesota Statutes, Chapter 13, and any applicable nondisclosure agreements. Parties agree to notify the other party within three (3) business days if it receives a data request from a third party. This paragraph does not create a duty on the part of Bloomington to provide access to public data to the public if the public data are available from Edina, except as required by the terms of this Agreement. These obligations survive termination of this Agreement. 20.No Discrimination. Parties agree not to discriminate in providing products and services under this Agreement on the basis of race, color, sex, creed, national origin, disability, age, sexual orientation, status with regard to public assistance, or religion. Violation of any part of this provision may lead to immediate termination of this Agreement. Bloomington agrees to comply with Americans with Disabilities Act, as amended (“ADA”), Section 504 of the Rehabilitation Act of 1973, and the Minnesota Human Rights Act, Minnesota Statutes, Chapter 363A. Each Party agrees to hold harmless and indemnify the other Party from costs, including but not limited to damages, attorney’s fees and staff time, in any action or proceeding brought alleging a violation of these laws by the acting Party or its guests, invitees, members, officers, officials, agents, employees, volunteers, representatives and subcontractors. Upon request, the Parties shall provide accommodation to allow individuals with disabilities to participate in all Services under this Agreement. Parties agrees to utilize its own auxiliary aid or service in order to comply with ADA requirements for effective communication with people with disabilities. 21.Authorized Agents. Edina’s authorized agent for purposes of administration of this Agreement is Jeff Brown, Community Health Administrator, or designee. Bloomington’s authorized agent for purposes Page 264 of 1184 5 of administration of this Agreement is Nicholas Kelley, Public Health Administrator, who shall perform or supervise the performance of all Services. 22.Notices. Any notices permitted or required by this Agreement shall be deemed given when personally delivered or upon deposit in the United States mail, postage fully prepaid, certified, return receipt requested, addressed to: Bloomington: City of Bloomington, 1800 West Old Shakopee Road, Bloomington, MN 55431; Attn: Nicholas Kelley; nkelley@bloomingtonmn.gov; 952-563-4962; Edina: City of Edina, 4801 West 50th Street, Edina, MN 55424, Attn: Jeff Brown; jbrown@edinamn.gov; 952-826-0466; or such other contact information as either party may provide to the other by notice given in accordance with this provision. A convenience copy may be provided electronically. 23.Waiver. No waiver of any provision of any breach of this Agreement shall constitute a waiver of any other provisions or any other or further breach, and no such waiver shall be effective unless made in writing and signed by an authorized representative of the party to be charged with such a waiver. 24.Headings. The headings contained in this Agreement have been inserted for convenience of reference only and shall in no way define, limit or affect the scope and intent of this Agreement. 25.Mediation. Both parties agree to submit all claims, disputes and other matters in question between the parties arising out of or relating to this Agreement to mediation at the Conflict Resolution Center, 2101 Hennepin Avenue, Suite 100, Minneapolis, Minnesota 55405. In the event mediation is unsuccessful, either party may exercise its legal or equitable rights. 26.Payment of Subcontractors. Parties will comply with Minnesota Statutes § 471.425, subd. 4a, as applicable. 27.Publicity. Bloomington and Edina shall develop language to use when discussing the Services. Bloomington and Edina agrees that any publicity regarding the Services or the subject matter of this Agreement must not be released unless it complies with the approved language. Bloomington cannot use Edina’s logo or state that Edina endorses its services without Edina’s advanced written approval. Publicity approvals may be provided electronically. 28.Severability. In the event that any provision of this Agreement shall be illegal or otherwise unenforceable, such provision shall be severed, and the balance of the Agreement shall continue in full force and effect. 29.Signatory. Each person executing this Agreement (“Signatory”) represents and warrants that he/she/they is duly authorized. 30.Counterparts and Electronic Communication. This Agreement may be executed in two or more counterparts, each of which shall be deemed an original, but all of which taken together shall constitute one and the same instrument. This Agreement may be transmitted by electronic mail in portable Page 265 of 1184 6 document format (“pdf”) and signatures appearing on electronic mail instruments shall be treated as original signatures. 31.Recitals. Bloomington and Edina agree that the Recitals are true and correct and are fully incorporated into this Agreement. [Signature pages follow.] Page 266 of 1184 7 IN WITNESS WHEREOF, Bloomington and Edina have caused this Services Agreement to be executed by their duly authorized representatives on the respective dates indicated below. CITY OF BLOOMINGTON, MINNESOTA DATED: ___________________________ BY: ________________________________ Loddavahn E. Tolzmann Its: Interim City Manager Reviewed and approved by the City Attorney. __________________________________ Melissa J. Manderschied CITY OF EDINA, MINNESOTA DATED: ___________________________ BY: ________________________________ Its: _________________________ Page 267 of 1184 8 EXHIBIT A TO SERVICES AGREEMENT BETWEEN THE MINNESOTA CITIES OF BLOOMINGTON AND EDINA SCOPE OF SERVICES The MDH Cannabis and Substance Use Prevention (CSUP) Grant Program will use state cannabis dollars to provide support and guidance to grantees on best practices for substance use prevention. A Statute was passed to support the implementation of the CSUP Grant to community health board (grantees) as outlined in MN Statute 144.197 subd. 4: "The commissioner of health shall distribute grants to local health departments and Tribal health departments for the departments to create prevention, education, and recovery programs focusing on substance misuse prevention and treatment options. The programs must include specific cannabis-related initiatives." Based on statutory language, grantees may focus on a broad range of substance types, but cannabis must be included. The main focus of this grant must be on primary prevention of substance use / misuse. These funds may not be used for treatment and recovery service provision, but they may be used to promote linkage to services, for example implementing screening, brief intervention, and referral to treatment. Grantee is expected to perform the following activities. Modifications to this exhibit must be discussed with MDH. MDH will communicate, in writing, with Grantee as to whether modifications are approved or require a formal grant amendment. General Grantee Activities: 1. Designate CSUP project coordinator. 2. Designate a CSUP staff person to facilitate evaluation tasks and communicate with MDH evaluation staff and contractors. 3. Grantee shall complete, and update as necessary, proposed activities and a workplan for Minnesota Department of Health (MDH) approval on a workplan template provided by MDH. This workplan will assure compliance with funding requirements. Any changes made to the original proposal must be reviewed and approved by MDH. Workplan should include a theory of change or outcomes goals language. a. First 90 days – proposed activities related to the start-up of this new grant program. Hiring staff, reviewing local data and assessing the landscape to understand needs related to Cannabis and Substance Misuse in grantee’s jurisdiction. Meet with assigned MDH Grants Manager (TBD). Participate in on-boarding grant activities as communicated by MDH. b. First 180 days – In addition to start-up activities listed above, grantee will participate in required trainings and workshops to develop their capacity, skills, and understanding of Page 268 of 1184 9 best practice in substance use prevention as well as develop localized workplans and logic models to represent use of their new funding. c. Ongoing workplans and activities will be updated as grantee develops community strategies to address Cannabis/Substance Use Prevention in their jurisdiction. 4. Grantee shall develop a theory of change and/or logic model that defines project goals, objectives, and activities, to inform evaluation efforts. More detail will be provided and grantee will be supported in the development of their theory of change and/or logic model in the first half of calendar year 2025. 5. Be sure to include the required activities and deliverables in the workplan: a. Initial goals and objectives (if known) with activities to meet each. b. Development and submission of at least one (1) success story annually. Success stories will highlight best practices from the program and activities. Specific guidelines and instructions will be determined and provided by MDH to grantees after funding has been awarded. c. Evaluation reporting – more information forthcoming. d. Initial workplan and deliverables should span the first 90 days of the grant. 6. If available include baseline measurements for all activities. 7. Participate in site visits and grant reconciliation processes with MDH. 8. Participate in regularly scheduled calls and meetings with MDH. 9. Participate in MDH-sponsored technical assistance calls, webinars, and trainings. 10. Participate in all required evaluation activities and complete progress and evaluation reports as requested by MDH. 11. Annually or on the timeline determined by MDH, the Grantee shall complete a proposed budget and submit to MDH. The budget and any subsequent changes made to the budget must be reviewed and approved by MDH. 12. Grantee shall provide requested financial and programmatic reporting information by the dates provided to them by MDH to meet funding reporting and monitoring requirements. Financial: 1. Adhere to the request and approval process set forth by MDH in the CSUP Grant Guide. Page 269 of 1184 Agreement ID: 2025- 10 2. Act in a fiscally responsible manner, including following standard accounting procedures, charging the CSUP grant only for the activities in the grant agreement, spending grant funds responsibly, properly accounting for how grant funds are spent, maintaining financial records to support expenditures billed to the grant, and meeting audit requirements. 3. Report other funding sources including grants from other sources, that are directed toward cannabis and/or substance use prevention and have systems in place to track CSUP-funded activities separately from activities funded through other sources. 4. Ensure CSUP funding does not supplant work funded through other sources. Use CSUP funds to develop new activities, expand or modify current activities that work to reduce substance use including cannabis and/or replace discontinued funds from the State, the federal government, or another third party previously used to reduce substance use including cannabis. The Grantee may not use CSUP funds to replace federal, state, local, or tribal funding Grantee currently uses to reduce substance use including cannabis. Page 270 of 1184 Agreement ID: 2025- 11 EXHIBIT B TO SERVICES AGREEMENT BETWEEN THE MINNESOTA CITIES OF BLOOMINGTON AND EDINA TERMS OF PAYMENT A. The Parties agree to allocate the costs of the Services in accordance with each city’s share of the total services provided by Bloomington to all three cities (Bloomington, Edina, Richfield) as identified below. During the term of this Agreement, Edina shall pay Bloomington the total not-to-exceed amount of $100,164 for CSUP Services. Allocation Method Share of total cost Bloomington Edina Richfield Costs shared equally with an adjustment for social vulnerability of each city 41%31%28% B. Bloomington will provide quarterly itemized invoices to Edina on the following dates: Invoice Dates: April 15, 2025 July 15, 2025 October 15, 2025 January 15,2026 April 15, 2026 July 15, 2026 C. Edina shall make payment to Bloomington within 30 days of receipt of Bloomington’s invoice. Page 271 of 1184 d ITEM REPORT Date: April 16, 2025 Item Activity: Approve Meeting: City Council Agenda Number: 7.1 Prepared By: Jennifer Garske, Executive Assistant Item Type: Other Department: Administration Item Title: Recognize the Edina High School Boys Swimming & Diving Team Action Requested: Recognize the Edina High School Boys Swimming and Diving Team on their State Championship. Information/Background: The Edina High School Boys Swimming and Diving Team won the state championship in March. Head Swimming Coach Scott Johnson, as well as the state meet athletes, managers and coaches, will attend the meeting to be recognized by the City Council on their state championship win. This is the second state championship in a row for the team! Supporting Documentation: None Page 272 of 1184 d ITEM REPORT Date: April 16, 2025 Item Activity: Information Meeting: City Council Agenda Number: 7.2 Prepared By: Scott Neal, City Manager Item Type: Other Department: Administration Item Title: Presentation by the Author and Photographer of Urban Sanctuary, a book on Minnehaha Creek Action Requested: None; information only. Information/Background: Author and Edina resident Bob Thompson will talk about his new book on Minnehaha Creek, Urban Sanctuary, and will be joined by the book's photographer, Jack Warren. They will describe the origins and intent of the work. Supporting Documentation: None Page 273 of 1184 d ITEM REPORT Date: April 16, 2025 Item Activity: Information Meeting: City Council Agenda Number: 7.3 Prepared By: Thomas Brooks, Diversity, Equity, and Inclusion Manager Item Type: Other Department: Administration Item Title: Presentation on ESAP Update Action Requested: None, information only. Information/Background: Following the outcomes of the City of Edina Race and Equity Task Force recommendations released in 2018, City staff are working to develop the City’s first Equity Strategic Action Plan (ESAP). The plan prioritizes the City’s biggest opportunities for progress in equity and inclusion, laying the foundation for future progress in incorporating equity and inclusion into City decision-making and operations. An ESAP addresses the greatest weaknesses and opportunities identified by staff and community partners, utilizing the Diamond Inclusiveness Assessment (DIA) to create an actionable and measurable plan aligned with the organization’s frameworks. The DIA is a comprehensive assessment producing data and targeted insights that focus on policies, practices, and the City’s built environment to understand how these elements specifically impact cultural inclusion. The ESAP process began in January 2025. The DIA was completed by community and staff in February 2025 and results are currently under review to identify two strategic areas for improvement. Resources/Financial Impacts: The contract for CultureBrokers, LLC to provide the Diamond Inclusiveness Assessment and facilitate the ESAP process was approved by City Council October 15, 2024. Future financial impacts and resources will be determined following the ESAP process when strategic priorities have been identified. Relationship to City Policies: Equity Strategic Action Plan (next phase of the former Race & Equity Work Plan) Budget Pillar: Better Together Strong Foundation Reliable Service Livable City Page 274 of 1184 Values Impact: Engagement The ESAP process is an approximate 6-month process driven through community and all employee feedback on existing programs, processes, policies, and services. Engagement consists of a survey and various stakeholder groups providing feedback and participating in decision- making. Health There are elements of the DIA that directly or indirectly relate to public health and provide measurements that can determine impacts and future considerations for staff and community. Related DIA dimensions for health are Social Capital, Spiritual Capital, and Natural Environment. Equity The ESAP is a data-informed process which seeks to intentionally understand how well our services are impacting all in the community and identifies specific strengths, weaknesses, areas of opportunity, and shared strategic goals for future improvement. Stewardship The Diamond Inclusiveness Assessment (DIA) provides insight through the dimension of Financial Investment from both community and staff on policies, practices, and programs related to city budgeting and financial practices. Sustainability Natural Environment is a dimension of the DIA that leverages community and staff feedback on the current state of envionrmental sustainable policies, practices, policies, and programs in Edina. Supporting Documentation: 1. ESAP Council Update - April 2025 Page 275 of 1184 EdinaMN.gov ESAP Update Thomas Brooks, DEI Manager Page 276 of 1184 ESAP Overview •Equity Strategic Action Plan (ESAP) began January 2025 •Approx. 6 month project timeline •Outcome is to have two strategic priorities for improving the organization and/or how we serve the public •Three major milestones •Diamond Inclusiveness Assessment –ended February 28th •Equity Framework –currently in development •ESAP –to be developed late April-June Page 277 of 1184 Diamond Inclusiveness Assessment (DIA) The DIA is a 360-degree evaluation that examines the organization’s strengths and weaknesses through a DEI lens. •64 questions –8 dimensions •358 survey responses •50.4% employee and 35.8% resident responses •Strength –Natural Environment (57% Agreement) •Weakness –Built Environment (22% Disagreement) •Opportunity –Human Development Page 278 of 1184 DIA Dimensions Page 279 of 1184 Equity Framework Serves as an introduction to the ESAP which includes: 1.Organizational Profile 2.A timeline of Edina’s journey on human rights and equity 3.Equity Commitments and Operating Principles 4.Employee/Volunteer/Community Demographic Data 5.Glossary of common DEI terminology Page 280 of 1184 Remaining ESAP Timeline •ESAP priorities to be developed late April –June 2025 •Project plans to be developed for two strategic priorities based on DIA results •Measurable, time-bound goals and milestones •Additional updates to City Council and community will follow the conclusion of the ESAP process beginning summer 2025. Page 281 of 1184 Human Rights & Engagement Task Force •The Task Force continues be a part of the ESAP process •Review/Comment on the Equity Framework •Completing the DIA and providing context on the results •Review/Comment on project timelines for ESAP •Upcoming Task Force meeting topics include: •April –DIA Results and Equity Framework Review •May –Board and Commission Experience Survey Results Discussion •June –Receive Final ESAP Presentation Page 282 of 1184 For questions or updates, please contact Thomas Brooks, DEI Manager @ THBrooks@EdinaMN.gov. Questions? Page 283 of 1184 d ITEM REPORT Date: April 16, 2025 Item Activity: Approve Meeting: City Council Agenda Number: 7.4 Prepared By: Thomas Brooks, Diversity, Equity, and Inclusion Manager Item Type: Proclamation Department: Administration Item Title: Proclamation: Days of Remembrance April 23-30, 2025 Action Requested: Adopt proclamation declaring April 23-30, 2025, Days of Remembrance in Edina. Information/Background: To honor the victims of the Holocaust, descendants of those impacted, survivors, and rescuers, this proclamation commemorates Days of Remembrance occurring April 23-30, 2025. Days of Remembrance is an opportunity to remember this painful era of our world's history, the suffering that occurred, and the lessons we continue to learn to protect human rights in Edina. Resources/Financial Impacts: Relationship to City Policies: Supporting Documentation: 1. Proclamation: 2025 Days of Remembrance Page 284 of 1184 PROCLAMATION Days of Remembrance Wednesday, April 23, 2025 – Wednesday, April 30, 2025 WHEREAS,the Holocaust was the state-sponsored systematic persecution and annihilation of European Jews, Gentile Poles, Slavs, Soviets, Romani/Roma, the physically and mentally disabled, LGBTQ+ individuals, political opponents and religious dissidents of Nazi Germany and its collaborators between 1933 and 1945, with 17 million murdered; and WHEREAS,the history of the Holocaust offers an opportunity to reflect on the moral responsibilities of individuals, societies and governments; and WHEREAS,we the people of the City of Edina should always remember the terrible events of the Holocaust and remain vigilant against hatred, persecution and tyranny; and WHEREAS,we the people of the City of Edina should actively rededicate ourselves to the principles of individual freedom in a just society; and WHEREAS,the Days of Remembrance are set aside annually to coincide with the national celebration of Yom HaShoah for the people of the City of Edina to remember the victims of the Holocaust, as well as to reflect on the need for respect of all peoples; and WHEREAS, pursuant to an Act of Congress, the United States Holocaust Memorial Council designates annually the Days of Remembrance of the Victims of the Holocaust, including the Day of Remembrance known as Yom HaShoah. NOW, THEREFORE, BE IT RESOLVED, the City Council of the City of Edina hereby continues to recognize the Days of Remembrance in memory of the victims of the Holocaust and in honor of the survivors, descendants, rescuers and liberators, it is further proclaimed that we, as a community, will work to advance and protect human rights in Edina. Dated this16th day of April 2025. __________________________ James B. Hovland, Mayor Page 285 of 1184 d ITEM REPORT Date: April 16, 2025 Item Activity: Approve Meeting: City Council Agenda Number: 8.1 Prepared By: Addison Lewis, Community Development Coordinator Item Type: Public Hearing Department: Community Development Item Title: PUBLIC HEARING: Resolution No. 2025-33; Rezoning, Subdivision, Site Plan with Variances at 5100 Eden Avenue for Opus Action Requested: Close public input at noon on Sunday, April 27 and continue action to Tuesday, May 6. Information/Background: Opus Development Company, LLC is proposing to tear down the existing 38,000 square foot office building to construct a new approximately 112,000 square foot office building at 5100 Eden Avenue. The plan includes the potential for retail space on the first level. To accommodate the request, the following would be required: 1. Rezoning from Planned Office District 1 to Planned Commercial District 2. 2. Subdivision approval of a new plat to consolidate seven parcels into one. 3. Site Plan approval. 4. A variance for the following building setbacks: a. West (Arcadia): 21 feet where 35 feet is required b. North: 4 feet where 25 feet is required c. East: 11 feet where 25 feet is required d. South: 2 feet where 25 feet is required 5. A variance to allow FAR at 2 where 1.5 is permitted. 6. A variance to allow building height at 81 feet where up to 48 feet is permitted. 7. A variance from the requirement that all facades on the first vertical 60 feet of a building shall use natural materials (brick, stone) facing the public realm. 8. A variance from the screening and setback requirements for utility equipment. At the March 26, 2025 Planning Commission meeting, the Planning Commission voted 8-1 to recommend approval of all requests with the following added conditions: 1. The applicant reconsider the site plan to provide a safer pedestrian and bike access to the east entrance of the building along Eden Avenue. 2. Continue the sidewalk along the commercial space of the building to the east and south to provide a connection to the sidewalk on Eden Avenue. 3. Revise the building materials plan to provide natural looking building materials on the ground level at the garage entrances. Since the Planning Commission meeting, staff is recommending two additional conditions for approval: 1. Developer has permission to install a temporary earth retention system within the Eden Page 286 of 1184 Avenue right-of-way as a temporary encroachment. The earth retention system allows the contractor to build the underground facilities without damaging Eden Avenue or public utilities. They intend to install large metal beams (H-piles) vertically into the ground to support walls and allow underground excavation. After the permanent walls are built, the temporary supports will be removed. The following conditions apply: a. H-pile locations to be determined based on private and public utilities to avoid impacts and coordinated with the City Engineer. b. H-piles shall be removed upon project completion. 2. A Site Improvement Performance Agreement shall be approved by the City Council prior to issuance of a building permit. Better Together Public Input Report Resources/Financial Impacts: None Relationship to City Policies: The Grandview District Development Framework and Comprehensive Plan provide guidance on redevelopment for this property. Supporting Documentation: 1. Resolution No. 2025-33 2. Planning Commission Staff Report 3. Engineering Memo 4. Transportation Memo 5. Revised Site Plan 6. Narrative & Plans 7. Traffic and Parking Study 8. Stormwater Management Report 9. Edina Sustainable Building Questionnaire 10. GrandView Development Framework - Full Document 11. Staff Presentation 12. Applicant Presentation Page 287 of 1184 RESOLUTION NO. 2025-33 APPROVING REZONING, SUBDIVISON/REPLAT, SITE PLAN AND MULTIPLE VARIANCES FOR 5100 EDEN AVENUE BE IT RESOLVED by the City Council of the City of Edina, Minnesota, as follows: Section 1. BACKGROUND. 1.01 Opus Development Company, LLC is proposing to tear down the existing 38,000 square foot office building to construct a new approximately 112,000 square foot office building at 5100 Eden Avenue. The plan includes the potential for retail space on the first level. 1.02 The property is legally described as follows: 1.03 To accommodate the request, the following is requested: 1. Rezoning from Planned Office District 1 to Planned Commercial District 2. 2. Subdivision approval of a new plat to consolidate seven parcels into one. 3. Site Plan approval. 4. A variance for the following building setbacks: a. West (Arcadia): 21 feet where 35 feet is required b. North: 4 feet where 25 feet is required c. East: 11 feet where 25 feet is required Page 288 of 1184 RESOLUTION NO. 2025-33 Page 2 d. South: 2 feet where 25 feet is required 5. A variance to allow FAR at 2 where 1.5 is permitted. 6. A variance to allow building height at 81 feet where up to 48 feet is permitted. 7. A variance from the requirement that all facades on the first vertical 60 feet of a building shall use natural materials (brick, stone) facing the public realm. 8. A variance from the screening and setback requirements for utility equipment. 1.04 On March 26, 2025, the Planning Commission held a public hearing and recommended approval of the request with the following added conditions: The applicant re-consider the site plan to provide a safer pedestrian and bike access to the east entrance of the building along Eden Avenue; continue the sidewalk along the south side of the commercial space to the east and north; and provide natural building materials on the ground level on all sides of the building. Vote: 8 Ayes and 1 Nay. 1.05 On April 16th, 2025, the City Council held a public hearing and considered the request. Section 2. FINDINGS 2.01 Approval is based on the following findings: 1. The variance criteria in Section 36-98 of the City Code is met: a. The variances would be in harmony with the general purposes and intent of the ordinance. b. The variances would be consistent with the Comprehensive Plan. c. There are practical difficulties in complying with the ordinance. The term “practical difficulties” means the following: i. The property owner proposes to use the property in a reasonable manner not permitted by the Zoning Ordinance. ii. The plight of the landowner is due to circumstances unique to the property not created by the landowner. iii. The variance, if granted, will not alter the essential character of the locality. 2. The property owner proposes to use the property in a reasonable manner not permitted by the Zoning Ordinance; the circumstances unique to the property were not created by the landowner; the right-of-way width of 30 feet along Eden Avenue; the site abuts Highway 100 on the east side and is buffer by trees in the right-of-way; the variance, if granted, will not alter the essential character of the area. 3. The proposed setbacks are generally consistent with other recent approvals for developments in the area including the Avidor (4 feet from Eden Avenue), the most recently approved plan for the former public works site at 5146 Eden Avenue (5 feet from Eden Avenue and Arcadia Avenue), and the previous approval for a multi-family building at this site (10 feet from Eden Avenue and Arcadia Avenue). 4. The mass of the building compared to the previously approved residential project for the site would be less. The floor area ratio (FAR) of the previous project was 3.2 compared to the current proposal of 2.0. The FAR is also consistent with other recently approved projects in Page 289 of 1184 RESOLUTION NO. 2025-33 Page 3 the area including the Avidor (2.21), Maison Green (2.5), and the senior housing at 5146 Eden Avenue (3.09). 5. The proposed height at 81 feet is consistent with other recently approved projects in the area including the Avidor (80 feet / 6 stories), Maison Green (76 feet / 7 stories), the senior housing at 5146 Eden Avenue (83 feet / 6.5 stories), and the previous approval for a multi- family building at this site (82 feet / 7 stories). 6. The requirement that all facades on the first vertical 60 feet of a building shall use natural materials (brick, stone) facing the public realm is intended to result in the use of quality building materials and attractive buildings. In general, the façade is primarily glass so the requirement would apply to all non-glass surfaces. On the ground level, the primary material other than glass is metal panel with a wood-like appearance. The upper floors are almost entirely glass. Therefore, the metal panel serves as more of an accent material than a primary material. The ordinance encourages a high amount of glass with the 75% transparency requirement, which this project complies with. Exchanging the small amount of metal panel would not significantly alter the appearance of the building in this case. 7. The intent of the screening and setback requirements for utility equipment is to maintain an attractive public realm. There are limited options for where the utility equipment can be placed, due to the location of the existing electrical service lines. The applicant has proposed a reasonable plan for screening the equipment and will be responsible for maintaining all screening and landscaping. 8. The proposed rezoning is consistent with the Comprehensive Plan. The site is guided Mixed Use Center in the Comprehensive Plan, which lists retail, office, service, multifamily, and institutional uses as primary uses. The PCD-2 district allows all of these uses. 9. The proposal meets the criteria for rezoning in Section 36-213 of the Zoning Ordinance. The rezoning will not be detrimental to properties surrounding the tract; will not result in an overly intensive land use; will not result in undue traffic congestion or traffic hazards; conforms to the provisions of this section and other applicable provisions of the City Code; and provides a proper relationship between the proposed improvements, existing structures, open space and natural features. Section 3. APPROVAL NOW THEREFORE, it is hereby resolved by the City Council of the City of Edina, approves the Rezoning from POD-1, Planned Office District -1 to PCD-2, Planned Commercial District, Subdivision/Replat, Site Plan, and requested Variances Approval is subject to the following Conditions: 1. The Project must be constructed consistent with the proposed plans dated February 18, 2025, the revised Site Plan and the plans included in the May 6, 2025 City Council packet. Page 290 of 1184 RESOLUTION NO. 2025-33 Page 4 2. The Final Landscape Plan must meet all minimum landscaping requirements per Chapter 36 of the Zoning Ordinance. A performance bond, letter-of-credit, or cash deposit must be submitted for one and one-half times the cost amount for completing the required landscaping, screening, or erosion control measures at the time of any building permit. 3. The Final Lighting Plan must meet all minimum requirements per Section 36-1260 of the City Code. 4. Roof-top mechanical equipment shall be screened per Section 36-1459 of the City Code. 5. Submit a copy of the Minnehaha Creek Watershed District permit. The City may require revisions to the approved plans to meet the district’s requirements. 6. Compliance with all the conditions outlined in the Director of Engineering’s memo dated March 21, 2025. 7. Compliance with the Stantec Consulting Traffic & Parking Study recommendations. 8. Dedication of public access easements on the sidewalks. 9. Submittal of a construction management plan subject to review and approval of city staff prior to issuance of a building permit. 10. Hours of construction must be consistent with the City Code. 11. Maintenance of sidewalks, public space, and all landscaping within the public right-of-way shall be responsibility of property owner. 12. Provision of code compliant exterior bike racks for the commercial use near the building entrance would be required at the time of permitting. 13. Park dedication fee of $9,656 would be required prior to the issuance of a building permit. 14. The applicant re-consider the site plan to provide a safer pedestrian and bike access to the east entrance of the building along Eden Avenue. 15. Continue the sidewalk along the commercial space of the building to the east and south to provide a connection to the sidewalk on Eden Avenue. 16. Revise the building materials plan to provide natural looking building materials on the ground level at the garage entrances. 17. Developer has permission to install a temporary earth retention system within the Eden Avenue right-of-way as a temporary encroachment. The earth retention system allows the contractor to build the underground facilities without damaging Eden Avenue or public utilities. They intend to install large metal beams (H-piles) vertically into the ground to support walls and allow underground excavation. After the permanent walls are built, the temporary supports will be removed. The following conditions apply: Page 291 of 1184 RESOLUTION NO. 2025-33 Page 5 a. H-pile locations to be determined based on private and public utilities to avoid impacts and coordinated with the City Engineer. b. H-piles shall be removed upon project completion. An earth retention system is a structure or technique used to support soil laterally so that it can be maintained at different levels on the two sides. It's commonly used in construction, especially for deep excavations, to prevent the soil from collapsing into the excavated area. These systems are essential in maintaining the stability of surrounding ground and structures. 18. A Site Improvement Performance Agreement shall be approved by the City Council prior to issuance of a building permit. Adopted by the City Council of the City of Edina, Minnesota, on May 6, 2025. ATTEST: Sharon Allison, City Clerk James 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 May 6, 2025, and as recorded in the Minutes of said Regular Meeting. WITNESS my hand and seal of said City this ____ day of __________________, 2025. _________________________________ Sharon Allison, City Clerk Page 292 of 1184 March 26, 2025 PLANNING COMMISSION Addison Lewis, Community Development Coordinator Rezoning, Subdivision, Site Plan with Variances at 5100 Eden Avenue for Opus Information / Background: Opus Development Company, LLC is proposing to tear down the existing 38,000 square foot office building to construct a new approximately 112,000 square foot office building at 5100 Eden Avenue. The plan includes the potential for retail space on the first level. To accommodate the request, the following would be required: 1. Rezoning from Planned Office District 1 to Planned Commercial District 2. 2. Subdivision approval of a new plat to consolidate seven parcels into one. 3. Site Plan approval. 4. A variance for the following building setbacks: a. West (Arcadia): 21 feet where 35 feet is required b. North: 4 feet where 25 feet is required c. East: 11 feet where 25 feet is required d. South: 2 feet where 25 feet is required 5. A variance to allow FAR at 2 where 1.5 is permitted. 6. A variance to allow building height at 81 feet where up to 48 feet is permitted. 7. A variance from the requirement that all facades on the first vertical 60 feet of a building shall use natural materials (brick, stone) facing the public realm. 8. A variance from the screening and setback requirements for utility equipment. Page 293 of 1184 STAFF REPORT Page 2 Surrounding Land Uses Northerly: Roadway exit ramp; The Hilltop restaurant; zoned PCD-2, Planned Commercial District and guided Mixed-Use Center (20-100 units per acre). Easterly: Highway 100. Southerly: Our Lady of Grace; zoned R-1, Single Dwelling Unit District and guided Public/Semi Public. Westerly: Vacant city owned property; zoned PID, Planned Industrial District and guided Mixed-Use Center (20-100 units per acre). Existing Site Features The subject property is 1.36 acres in size and contains an existing four-story office building and surface parking. Planning Guide Plan designation: Mixed Use Center (20-100 units per acre). Zoning: POD-1, Planned Office District Comprehensive Plan Guidance The site is guided Mixed-Use Center in the Comprehensive Plan. This designation applies to two areas within the City – Grandview and 50th & France. Office and retail are considered primary uses within this designation. The table below provides further development guidance. Page 294 of 1184 STAFF REPORT Page 3 Additionally, the land use chapter of the Comprehensive Plan includes community design guidelines intended to help the City achieve its vision. These guidelines include the following: •Encourage or require placement of surface parking to the rear or side of buildings rather than between buildings and the street. •Encourage successful mixed-use development – As shown in the future land use section of this chapter, many of Edina’s commercial, office and industrial districts are evolving towards a greater degree of mixed-use. The land use plan encourages this evolution by defining land use categories that encourage combinations of compatible uses. Mixed-use development allows for a savings in time and convenience for residents who choose to live in closer proximity to where they work and shop. Community interest is served by this type of development, as the city is able to integrate additional residences and businesses more efficiently within existing city infrastructure. Pedestrian amenities and proximity of uses encourage more trips to be made by foot or bike, reducing the increase of congestion that can otherwise result from conventional development of separated land uses. •Locate prominent buildings to visually define corners and screen parking lots. •Where appropriate, building facades should form a consistent street wall that helps to define the street and enhance the pedestrian environment. On existing auto-oriented development sites, encourage placement of liner buildings close to the street to encourage pedestrian movement. •Locate prominent buildings to visually define corners and screen parking lots. •Locate building entries and storefronts to face the primary street, in addition to any entries oriented towards parking areas. •Provide pedestrian amenities, such as wide sidewalks, street trees, pedestrian scale lighting, and street furnishings (benches, trash receptacles, etc.) Grandview Development Framework The Grandview Development Framework was completed in 2012 and is part of the Comprehensive Plan. The full document is attached for reference. It provides a vision and general guidance on change in the Grandview District. The site is guided mixed-use center where a combination of neighborhood commercial, office and medium- to high-density residential is envisioned. Page 14 states the following regarding land use: The future land use plan proposes a broader mix of uses arranged around a new central green space (GrandView Green) located on the public works site and fronting Arcadia. The plan Page 295 of 1184 STAFF REPORT Page 4 emphasizes a mixed-use sub-area between Vernon/Eden/Highway 100 and the rail corridor. Arcadia is seen as a more residential street with a range of condo, apartments, and multi-level townhouse types. Mixed-use and office buildings are anticipated and may be oriented to Vernon and/or south toward Eden and the Our Lady of Grace (OLG) fields, a significant open space that is a visual amenity to the greater district. Both the Comprehensive Plan and Grandview Development Framework place an emphasis on creating a vibrant and walkable mixed-use district within Grandview. As noted later in this report, the site is in close proximity to transit with 7-day/week service and significant regional connections. The proposed development provides parking that is mostly screened and underground, which enhances the aesthetics of the district and makes efficient use of land and infrastructure. It would deliver on the goal of providing vertical mixed-use if retail/commercial is included on the ground floor, as well as structured parking, and having the height of the building step down near the intersection of Eden Avenue and Arcadia Avenue. Opus is a company with a national presence, with other offices in Austin, Chicago, Denver, Des Moines, Indianapolis, Kansas City, and Phoenix. Opus has indicated that this site would serve as its corporate headquarters, furthering Edina’s strong reputation as a desirable location for business. In addition, the project would result in a significant financial investment in the property and enhance the tax base. Site Circulation/Traffic The site would continue to have vehicular access from Arcadia Avenue and Eden Avenue as it does today. The Arcadia access will function as the primary drop-off point and provide access to the lobby and ground-level amenities while the Eden access will be used for both parking access and service vehicles, with access to loading and trash areas. The site is located in close proximity to on/off ramps for Highway 100, minimizing traffic on local roadways. A traffic study done by Stantec concluded that there would be minimal impact to the adjacent roadways. No roadway improvements are recommended. (See attached traffic study.) For pedestrian access, the plans indicate that 8-foot sidewalks would be provided along Arcadia Avenue and Eden Avenue with a 6-foot boulevard. The sidewalk is currently 8 feet along Eden and tapers from 8 to 6 feet along Arcadia. Transit The site is located within a quarter mile of transit stops for Metro Transit Bus Route 46, which provides connections to other regionally significant transit routes, including the future E-Line BRT, Orange Line BRT, D-Line BRT, and Blue Line LRT. Route 46 provides transit service 7-days per week, including weekdays (6:25am – 10:13pm about every half-hour) and weekends (7:45am – 10:15pm (about every half-hour to an hour). Metro Transit is also considering rush hour trips that would connect to the Opus Green Line LRT station in Minnetonka when that service begins. Page 296 of 1184 STAFF REPORT Page 5 Parking The proposed plans indicate a total of 330 parking stalls. The proposed building contains approximately 101,609 square feet of gross floor area for office and 5,864 square feet of gross floor area for another commercial use that is to be determined. For office, the code requires one space per 350 square feet plus one space for a loading zone dock, but no more than one space per 200 square feet. This would require 291 parking spaces. For the remaining 5,864 square feet, if the use is an office use, one space per 350 square feet is required, which would require an additional 17 spaces for a total of 308. If the use is a retail use, one space per 250 square feet is required, which would require an additional 24 spaces for a total of 315. If the space were a restaurant, one space per 100 square feet is required, which would require an additional 59 stalls for a total of 350. Sec. 36-1324 lists the following reductions for off-street parking requirements that may be utilized jointly or separately except as indicated otherwise: •Transit - The required number of spaces for a building may be reduced by ten percent if the building is located within one-quarter of a mile from a qualified transit stop; to qualify, the transit stop must be served by regular transit service on all days of the week and adequate pedestrian access must be available between the transit stop and the parcel. •Bicycle Parking – A ten percent reduction in parking may be approved by the City Planner or the City planner’s designee provided that one of the following conditions are met: o If a retail or service use: one covered, long-term bicycle parking space per 5,000 square feet of retail or service uses. ▪In order to qualify for this reduction, the long term bicycle parking must: •Be protected from weather and from access by unauthorized persons; •Consist of bike racks or lockers anchored so that they cannot be easily removed; and •Allow both the bicycle frame and the wheels to be locked with the bicycle in an upright position using a standard U-lock. o 1 short-term bike space per 5,000 square feet of retail/service uses. The site is within a quarter mile of transit stops for Metro Transit Bus Route 46, which provides 7- day per week service and provides connections to other regionally significant transit routes. The building will also have an indoor bike storage facility. Exact details on the bike racks within the facility are not known at this time; however, with 330 proposed stalls, even if only the 10% reduction for transit is applied, the proposed building is compliant with the number of stalls required regardless of the use for the remaining 5,864 square feet. If Office If Retail If Restaurant 101,609 sq. ft. office 291 291 291 5,864 sq. ft. TBD 17 24 59 Subtotal 308 315 350 10% Reduction 30.8 31.5 35 Total Stalls Required 278 284 315 Stalls Required Based on First Floor Use Page 297 of 1184 STAFF REPORT Page 6 Landscaping Code Section 36-1438 requires one overstory tree per 40 feet of site perimeter. With a site perimeter of 954 feet, 24 trees are required. The applicant is proposing 24 trees primarily along the Arcadia Ave and Eden Ave sides of the property. A full complement of perennials, grasses, and shrubs is also included. Building Design/Building Materials Per Section 36-618, (11), the following is required: a. All new front building facades in the district that face the public realm must have 75 percent transparency (ability to see inside the building) at the ground level. The proposed building complies with this requirement with 89% transparency along Arcadia Avenue and 90+% along Eden Avenue. b. All facades on the first vertical 60 feet of a building (above grade) shall use natural materials (brick, stone) facing the public realm (streets, parks, sidewalks). The building does not include any brick or stone on the first vertical 60 feet and therefore a variance is being requested. The requirement applies to non-glass surfaces. The primary exterior material is glass. The applicant is proposing a metal panel with a wood-like appearance on the ground level. The upper floors are almost entirely glass with a small amount of metal panel. c. No building facade shall be longer than 200 feet without changing direction by a minimum of 90 degrees. The length of the upper floors of the building on the north side is approximately 223 feet; the building changes direction on the ground level. (See attached building renderings.) d. First floors must have a minimum ceiling height of 20 feet. The first-floor ceiling height is 20 feet and complies with this requirement. Screening (Mechanical Equipment / Trash Enclosure) Sec. 36-1457 requires that all mechanical equipment and trash storage areas be screened from all lot lines and streets. The plans show a rooftop mechanical area that will be completely screened as required by code. A trash enclosure is proposed within the building. There is a ground level transformer and generator proposed in the northwest corner. Since this equipment exceeds 36 square feet, it is required to meet the building setback and have all screening on private property. Page 298 of 1184 STAFF REPORT Page 7 The proposed equipment does not meet the required building setback, and a portion of the screening is proposed within the right-of-way; therefore, a variance is being requested. Grading/Drainage/Utilities The city engineer has reviewed the proposed plans and found them to be acceptable subject to the comments and conditions outlined in their review memo. (See attached memo dated March 21, 2025.) Any approvals of this project would be subject to review and approval of the Minnehaha Creek Watershed District, as they are the City’s review authority over the grading of the site. Signage Separate sign permits would be required for any signage. Signage allowed in the PCD-2 district is as follows per Section 36-1714 of the Zoning Ordinance: Maximum Wall Sign Area Maximum Number Freestanding Signs Maximum Area for Freestanding Signs Maximum Height 15% of wall area One per building 80 square feet 8 feet Preliminary/Final Plat The subject property is made up of seven small parcels all held in common ownership. The proposal is to simply combine all the lots into one lot. The City is authorized by statute to collect park dedication fees to support the additional demand for parks created by new development when property is platted. The City has studied this demand and concluded that new projects generally create additional park demand of approximately $7,1000 per buildable acre (43,560 square feet). For this project, that would be a total of an additional 74,000 square feet. The applicant would be tearing down 38,000 square feet of office space and building 112,000 square feet; an addition of 74,000 square feet, therefore, a park dedication of $9,656 would be required for the 1.36-acre site. Page 299 of 1184 STAFF REPORT Page 8 Compliance Table POD-1 PCD-2 PUD (Previously Approve Plan) Proposed Building Setbacks Front – Arcadia Avenue Side street - Eden Avenue Side street – North Side street – East 75 ft (Building Height) 75 ft (Building Height) 75 ft (Building Height) 75 ft (Building Height) 35 feet 25 feet 25 feet 25 feet 10 feet* (45 feet to curb) 10 feet* & 34 feet 10 feet* 12 feet* 21 feet (26 feet to curb)* 2 feet (32 feet to curb)* 4 feet* 11 feet* Building Height Four Stories and 48 feet Four Stories and 48 feet Seven Stories & 82 feet* Five Stories & 81 feet* Building Coverage Floor Area Ratio 30% .5 N/A 1.5 68%* 3.2* 64% 2* Parking Stalls Office – 1/300 s.f. Retail – Not permitted Office – 1/350 s.f. = 282.6 stalls Retail – 1/250 s.f. = 27.6 stalls (10% reduction due to proximity to transit) Total = 280 stalls 165 spaces 330 First floor building height 20 feet 20 feet 13 feet*20 feet Proximity to R-1 used for residential purposes Twice the building height – 328 feet Twice the building height – 150 feet 800+ feet 800+ feet Building material First floor transparency Brick or Stone on the first 60 feet of a building facing the public realm. 75% transparency on first level facing the public realm. Brick or Stone on the first 60 feet of a building facing the public realm. 75% transparency on first level facing the public realm. Per the plans. Brick 60 feet tall on corners and base* 75% Commercial and 35% residential Glass, metal panel* 89% *Requires variance Page 300 of 1184 STAFF REPORT Page 9 Rezoning to from POD-1 to PCD-2 Section 36-213 of the Zoning Ordinance states that the commission may recommend approval of a rezoning based upon, but not limited to the following factors: 1. Is consistent with the Comprehensive Plan; The site is guided Mixed Use Center in the Comprehensive Plan, which lists retail, office, service, multifamily, and institutional uses as primary uses. The PCD-2 district allows all of these uses. Staff find that the proposed rezoning and proposed project would advance Comprehensive Plan goals, specifically to create a vibrant and pedestrian oriented mixed- use district in the Grandview area. The proposal specifically aligns well with the following Comprehensive Plan goals: Land Use Goal 1: Encourage infill and redevelopment that optimize use of city infrastructure, complement community character, and respond to needs at all stages of life. 1. Endeavor to accommodate private redevelopment in targeted potential areas of change, consistent with future land use guidance. 2. In reviewing development proposals, examine how land use and transportation are integrated to ensure that new development and redevelopment expand nonmotorized travel options that reduce the need for automobile travel. Land Use Goal 5: Support and enhance commercial and mixed-use areas that serve the neighborhoods, the city, and the larger region. 1. Recognize and support commercial, office, and industrial job centers that draw workers from the city and across the region. 2. Increase mixed-use development where supported by adequate infrastructure to minimize traffic congestion, support transit, and diversify the tax base. Land Use Goal 6: Ensure that the public realm design respects community character, supports commercial and mixed-use development, promotes community identity, and creates high quality experiences for pedestrians, cyclists, transit users, and motorists. 2. Will not be detrimental to properties surrounding the tract; Opus estimates that the building would be occupied by about 300 employees daily. The presence of 300 people (likely with well-paying jobs) into the district during the daytime hours would contribute to economic health of surrounding properties and vibrancy of the area. Workers of the office building would be within walking distance of numerous businesses and institutions including but not limited to Caribou, City Hall, Davanni’s, Edina Library, Edina Liquor, Grandview Tire & Auto, The Hilltop, Jerry’s, Starbucks, Starling, UPS, Walgreens, Wells Fargo, and potentially a future restaurant at the former Public Works site at 5146 Eden Avenue. Page 301 of 1184 STAFF REPORT Page 10 3. Will not result in an overly intensive land use; The proposed project should not result in an overly intensive land use. As documented in the variance analysis, the proposed setbacks, height, and massing are consistent with recently approved projects. The traffic study done by Stantec concludes that the project would have a minimal impact on the roadways and no roadway improvements would be necessary. 4. Will not result in undue traffic congestion or traffic hazards; The traffic study done by Stantec concludes that there would be minimal impact to the adjacent roadways. No roadway improvements are recommended. (See attached traffic study.) 5. Conforms to the provisions of this section and other applicable provisions of this Code; and Variances have been requested for the provisions where the proposed project does not comply with the zoning ordinance. The proposed project conforms to all other provisions of the zoning ordinance and other applicable provisions of the City Code. 6. Provides a proper relationship between the proposed improvements, existing structures, open space and natural features. The proposed project will be an improvement to the public realm by providing interesting and attractive facades that engage the street and enhancing the landscaping and green space from what exists today. The proposed building is consistent in size and scale with other recently approved projects in the area as documented in the variance analysis. Variance Analysis Minnesota Statutes and Section 36-98 of the Edina Zoning Ordinance require that a variance shall not be granted unless the following findings are made: Variance #1 – A variance for the following building setbacks: West (Arcadia): 21 feet where 35 feet is required North: 4 feet where 25 feet is required East: 11 feet where 25 feet is required South: 2 feet where 25 feet is required 1.The variance would be in harmony with the general purposes and intent of the ordinance. Section 36-1 states that the overall intent of the zoning ordinance is to implement the stated goals, objectives and policies of the Comprehensive Plan so as to provide for the orderly and planned development and redevelopment of lands and waters in the city, to maintain an attractive living and working environment in the city, to preserve and enhance the high quality residential character of the city and to promote the public health, safety and Page 302 of 1184 STAFF REPORT Page 11 general welfare. More specifically, setback requirements are intended to prevent overcrowding of buildings. Staff find that the requested variances for building setbacks are consistent with the purpose and intent of the ordinance. The ordinance says that an intended purpose of the ordinance is to implement the comprehensive plan. The design guidelines in the land use chapter of the comprehensive plan state that, where appropriate, building facades should form a consistent street wall that helps to define the street and enhance the pedestrian environment and encourages placement of buildings close to the street to encourage pedestrian movement. If the setback requirements were adhered to, the likely outcome would be a building set further back with a parking lot in front, which would not achieve the type of pedestrian environment envisioned in the Comprehensive Plan and Grandview Development Framework. The proposed building provides engaging frontages along Arcadia Avenue and Eden Avenue. Additionally, staff does not believe that the proposed setbacks will result in overcrowding of buildings. Along the Eden side, a 2-foot setback is proposed, however, only a corner of the building is this close. The setback increases moving along the façade. The building is also only one story at this point and there is approximately 30 feet of right-of-way between the property line and the edge of the street. Along the Arcadia side, is where the greatest setback is proposed at 21 feet. Although the building is taller along this side, it is the shorter dimension of the taller portion of the office building. The longer dimension of the taller portion of the office building is adjacent to MnDOT right-of-way, providing additional buffer to the building to the north (the right-of-way is approximately 60 feet wide). The east side of the building is also adjacent to MnDOT right-of-way where there is approximately 70+ feet to the edge of the roadway. With the upcoming Zoning Ordinance Update, building setback amendments to the current requirements will be considered. 2.The variance would be consistent with the Comprehensive Plan. As noted above, staff believe the variance would be consistent with the Comprehensive Plan as the proposed setbacks and overall design of the building align well with the design guidelines in the land use chapter and the Grandview Development Framework. 3.There are practical difficulties in complying with the ordinance. The term “practical difficulties” means the following: i.The property owner proposes to use the property in a reasonable manner not permitted by the Zoning Ordinance. The proposed setbacks are reasonable and generally consistent with other recent approvals for developments in the area including the Avidor (4 feet from Eden Avenue), the most recently approved plan for the former public works site at 5146 Eden Avenue (5 feet from Eden Avenue and Arcadia Avenue), and the previous Page 303 of 1184 STAFF REPORT Page 12 approval for a multi-family building at this site (10 feet from Eden Avenue and Arcadia Avenue). ii.The plight of the landowner is due to circumstances unique to the property not created by the landowner. At 1.36 acres, the site is smaller than would be ideal for a modern office building. The required setbacks further reduce the usable area of the property by 40%. The applicant states that working within the remaining area would not allow for a marketable floor plate for a modern office building with structured parking. The irregular shape of the property contributes to these difficulties. iii.The variance, if granted, will not alter the essential character of the locality. The variances would not alter the essential character of the locality. The proposed building would actively engage the street frontages along Eden Avenue and Arcadia Avenue and enhance the pedestrian environment above the existing conditions. As noted already, the setbacks are not inconsistent with other recently approved projects. Variance #2 – A variance to allow an FAR at 2 where 1.5 is permitted 1.The variance would be in harmony with the general purposes and intent of the ordinance. Section 36-1 states that the overall intent of the zoning ordinance is to implement the stated goals, objectives and policies of the Comprehensive Plan so as to provide for the orderly and planned development and redevelopment of lands and waters in the city, to maintain an attractive living and working environment in the city, to preserve and enhance the high quality residential character of the city and to promote the public health, safety and general welfare. More specifically, the FAR requirement is intended to limit the size of buildings. In general, staff find that the proposed project will advance Comprehensive Plan goals to create a vibrant and pedestrian oriented mixed-use district. The proposed project will enhance the activeness of the surrounding area from the existing conditions. The FAR proposed at 2 is consistent with other recently approved projects in the area including the Avidor (2.21), Maison Green (2.5), the senior housing at 5146 Eden Avenue (3.09), and the previous approval for a multi-family building at this site (3.2). 2.The variance would be consistent with the Comprehensive Plan. Staff find the variance for FAR contributes to the project’s ability to advance Comprehensive Plan goals, specifically to create a vibrant and pedestrian oriented mixed- use district. The applicant is proposing structured parking to make efficient use of the land. Structured parking is expensive and requires a proportional amount of floor area to be financially feasible. The additional floor area allows for more people to be employed at the Page 304 of 1184 STAFF REPORT Page 13 site. Opus estimates that the building would be occupied by about 300 employees daily. The presence of 300 people (likely with well-paying jobs) in the district during the daytime hours would contribute to the vibrancy and economic health of the area. Workers of the office building would be within walking distance of numerous businesses and institutions including but not limited to Caribou, City Hall, Davanni’s, Edina Library, Edina Liquor, Grandview Tire & Auto, The Hilltop, Jerry’s, Starbucks, Starling, UPS, Walgreens, Wells Fargo, and potentially a future restaurant at the former Public Works site at 5146 Eden Avenue. 3.There are practical difficulties in complying with the ordinance. The term “practical difficulties” means the following: i.The property owner proposes to use the property in a reasonable manner not permitted by the Zoning Ordinance. Staff find the proposed FAR to be reasonable given the investment in structured parking. The FAR proposed at 2 is consistent with other recently approved projects in the area including the Avidor (2.21), Maison Green (2.5), the senior housing at 5146 Eden Avenue (3.09), and the previous approval for a multi-family building at this site (3.2). ii.The plight of the landowner is due to circumstances unique to the property not created by the landowner. At 1.36 acres, the applicant has stated the site is smaller than ideal for a modern office building. The applicant has stated that a minimum-sized floor plate is necessary for the space to be marketable. The small lot size combined with the floor area necessary to justify the investment in structured parking and allow for a marketable floor plate contributes to a higher FAR. With strict adherence to the zoning ordinance, the likely outcome would be a much smaller building with at least half of the lot area allocated to surface parking. The property is also unique in that it was given preliminary approval for a multi-family residential proposal in 2023 with FAR at 3.2. The proposed FAR at 2 is significantly less than what was already approved for the site. iii.The variance, if granted, will not alter the essential character of the locality. The variances would not alter the essential character of the locality. The FAR proposed at 2 is consistent with other recently approved projects in the area including the Avidor (2.21), Maison Green (2.5), the senior housing at 5146 Eden Avenue (3.09), and the previous approval for a multi-family building at this site (3.2). Variance #3 – A variance to allow building height at 81 feet where up to 48 feet is permitted 1.The variance would be in harmony with the general purposes and intent of the ordinance. Page 305 of 1184 STAFF REPORT Page 14 Section 36-1 states that the overall intent of the zoning ordinance is to implement the stated goals, objectives and policies of the Comprehensive Plan so as to provide for the orderly and planned development and redevelopment of lands and waters in the city, to maintain an attractive living and working environment in the city, to preserve and enhance the high quality residential character of the city and to promote the public health, safety and general welfare. More specifically, the height limit is intended to prevent overcrowding of buildings. Staff believe the proposed project will advance comprehensive plan goals as already stated in this report. The proposed project will enhance the activeness of the surrounding area from the existing conditions. The proposed height at 81 feet is consistent with other recently approved projects in the area including the Avidor (80 feet / 6 stories), Maison Green (76 feet / 7 stories), the senior housing at 5146 Eden Avenue (83 feet / 6.5 stories), and the previous approval for a multi-family building at this site (82 feet / 7 stories). It should also be noted that the building height limit of 4 stories and 48 feet was not adjusted after the city adopted the requirement for 20 foot first-floor ceiling heights. This would leave only 28 feet for the remaining three floors of a four-story building. Therefore, even a four-story building would likely require a height variance if complying with the requirement for 20 foot first-floor ceiling height. Again, with the upcoming Zoning Ordinance Update, building height amendments to the current requirements will be considered. 2.The variance would be consistent with the Comprehensive Plan. Staff find the variance for building height contributes to the project’s ability to advance Comprehensive Plan goals, specifically to create a vibrant and pedestrian oriented mixed- use district in the Grandview area. The applicant is proposing structured parking to make efficient use of the land. Structured parking is expensive and requires a proportional amount of floor area to be financially feasible. The additional height allows for increased floor area, which allows for more people to be employed at the site. Opus estimates that the building would be occupied by about 300 employees daily. The presence of 300 people (likely with well-paying jobs) in the district during the daytime hours would contribute to the vibrancy and economic health of the area. Workers of the office building would be within walking distance of numerous businesses and institutions including but not limited to Caribou, City Hall, Davanni’s, Edina Library, Edina Liquor, Grandview Tire & Auto, The Hilltop, Jerry’s, Starbucks, Starling, UPS, Walgreens, Wells Fargo, and potentially a future restaurant at the former Public Works site at 5146 Eden Avenue. 3.There are practical difficulties in complying with the ordinance. The term “practical difficulties” means the following: i.The property owner proposes to use the property in a reasonable manner not permitted by the Zoning Ordinance. Page 306 of 1184 STAFF REPORT Page 15 Staff find the proposed height at 81 feet to be reasonable given the investment in structured parking. The height is consistent with other recently approved projects in the area including the Avidor (80 feet / 6 stories), Maison Green (76 feet / 7 stories), the senior housing at 5146 Eden Avenue (83 feet / 6.5 stories), and the previous approval for a multi-family building at this site (82 feet / 7 stories). ii.The plight of the landowner is due to circumstances unique to the property not created by the landowner. At 1.36 acres, the applicant has stated the site is smaller than ideal for a modern office building. The applicant has stated that a minimum-sized floor plate is necessary for the space to be marketable. The small lot size combined with the floor area necessary to justify the investment in structured parking and allow for a marketable floor plate contributes to the need for additional height. With strict adherence to the zoning ordinance, the likely outcome would be a much smaller building with at least half of the lot area allocated to surface parking. The property is also unique in that it was given preliminary approval for a multi-family residential proposal in 2023 with height at 82 feet. The proposed height is consistent with what was already approved for the site. iii.The variance, if granted, will not alter the essential character of the locality. The variance for building height would not alter the essential character of the locality. As stated, the height is consistent with what has been approved for other projects in the area. Additionally, the orientation of the building minimizes the impact of the height along Eden Avenue and Arcadia Avenue. The shorter dimension of the tall portion of the building is adjacent to Arcadia while the longer dimension is setback 90 feet from Eden. Variance #4 – A variance from the requirement that all facades on the first vertical 60 feet of a building shall use natural materials (brick, stone) facing the public realm 1.The variance would be in harmony with the general purposes and intent of the ordinance. The requirement that all facades on the first vertical 60 feet of a building shall use natural materials (brick, stone) facing the public realm is intended to result in the use of quality building materials and attractive buildings. In general, the façade is primarily glass so the requirement would apply to all non-glass surfaces. On the ground level, the primary material other than glass is metal panel with a wood-like appearance. The upper floors are almost entirely glass. Therefore, the metal panel serves as more of an accent material than a primary material. The ordinance encourages a high amount of glass with the 75% transparency requirement, which this project complies with. Page 307 of 1184 STAFF REPORT Page 16 2.The variance would be consistent with the Comprehensive Plan. The Comprehensive Plan encourages façade articulation, visual interest, and a high percentage of window transparency on the ground floor. Despite the lack of brick or stone, staff believe the proposed design achieves this with the high amount of glass and attractive frontage. 3.There are practical difficulties in complying with the ordinance. The term “practical difficulties” means the following: i.The property owner proposes to use the property in a reasonable manner not permitted by the Zoning Ordinance. Despite that the proposed building does not comply with the requirement for stone or brick materials on the first 60 feet, staff find the materials proposed will result in an attractive building and find the materials proposed to be reasonable for a modern office building. ii.The plight of the landowner is due to circumstances unique to the property not created by the landowner. Buildings on most other properties do not incorporate as much glass as is proposed for this building. Most recent development proposals do not comply with the requirement for 75% transparency on the ground level. The City adopted the requirement for brick or stone on the first 60 feet to prevent the use of less desirable materials as the primary building material. In this case, glass is the primary building material and metal panel is used sparingly, where brick or stone would otherwise be required. Exchanging the small amount of metal panel would not significantly alter the appearance of the building in this case. iii.The variance, if granted, will not alter the essential character of the locality. The variance would not alter the essential character of the locality. The primary building material is glass with a limited amount of wood-looking metal panel. Exchanging the small amount of metal panel would not significantly alter the appearance of the building. Variance #5 – A variance from the screening and setback requirements for utility equipment 1.The variance would be in harmony with the general purposes and intent of the ordinance. The intent of the screening and setback requirements for utility equipment is to maintain an attractive public realm. The applicant is proposing a transformer and generator on the northwest corner of the building. The equipment is tucked into a notch in the building that is generally well screened on all sides except for the generator that is unscreened facing the Page 308 of 1184 STAFF REPORT Page 17 Highway 100 frontage road to the north. Some of the required screening is proposed within the right-of-way. A proposed condition of approval is that all landscaping and screening within the right-of-way is to be maintained by the property owner. 2.The variance would be consistent with the Comprehensive Plan. The Comprehensive Plan encourages an attractive public realm. The proposed utility equipment will be well screened and not detract from the appearance of the area. 3.There are practical difficulties in complying with the ordinance. The term “practical difficulties” means the following: i.The property owner proposes to use the property in a reasonable manner not permitted by the Zoning Ordinance. The applicant has stated there are limited options for where the equipment can be placed. By tucking the equipment into the notch in the building and with the proposed screening, the applicant has made a reasonable attempt to mitigate the impact of the equipment and meet the intent of the ordinance. ii.The plight of the landowner is due to circumstances unique to the property not created by the landowner. The applicant has stated that the location of the equipment is a result of existing electrical service lines and the public utility’s preference for this location. iii.The variance, if granted, will not alter the essential character of the locality. The variance would not alter the essential character of the locality. The applicant has proposed a reasonable plan for screening the equipment and will be responsible for maintaining all screening and landscaping. PRIMARY ISSUES & STAFF RECOMENDATION •Is the proposed rezoning of the site from POD-1 to PCD-3, Planned Commercial District 3 reasonable? Yes. Staff supports the proposed rezoning of the site, for the following reasons: 1. The proposed rezoning is consistent with the Comprehensive Plan. The site is guided Mixed Use Center in the Comprehensive Plan, which lists retail, office, service, multifamily, and institutional uses as primary uses. The PCD-2 district allows all of these uses. Staff find that the proposed rezoning and proposed project would advance Comprehensive Plan goals, specifically to create a vibrant and pedestrian oriented mixed-use district in the Grandview area. Page 309 of 1184 STAFF REPORT Page 18 2. As outlined on pages 9-10 of this report, the proposal meets the criteria for rezoning in Section 36-213 of the Zoning Ordinance. The project is consistent with the Comprehensive Plan, would not be detrimental to surrounding property, would benefit the commercial area with more employees in the area, and would be supported by existing roadways. 3. The mass of the building compared to the previously approved residential project for the site would be less. The floor area ratio (FAR) of the previous project was 3.2 compared to the current proposal of 2.0. (See at detailed comparison in the compliance table on page 8 of this report.) The FAR is also consistent with other recently approved projects in the area including the Avidor (2.21), Maison Green (2.5), and the senior housing at 5146 Eden Avenue (3.09). 4. The PCD-2 Zoning is consistent with the PCD-2 Zoning of properties to the north and northwest. •Are the proposed Variances justified? Yes, staff believes the requested variances are justified for the following reasons: 1. As demonstrated on pages 10-17, staff believe the variance criteria per Chapter 36 of the City Code is met. Findings include: The property owner proposes to use the property in a reasonable manner not permitted by the Zoning Ordinance; the circumstances unique to the property were not created by the landowner; the right-of-way width of 30 feet along Eden Avenue; the site abuts Highway 100 on the east side and is buffered by trees in the right-of-way; the variances, if granted, will not alter the essential character of the area. 2. The proposed setbacks are generally consistent with other recent approvals for developments in the area including the Avidor (4 feet from Eden Avenue), the most recently approved plan for the former public works site at 5146 Eden Avenue (5 feet from Eden Avenue and Arcadia Avenue), and the previous approval for a multi-family building at this site (10 feet from Eden Avenue and Arcadia Avenue). 3. The mass of the building compared to the previously approved residential project for the site would be less. The floor area ratio (FAR) of the previous project was 3.2 compared to the current proposal of 2.0. The FAR is also consistent with other recently approved projects in the area including the Avidor (2.21), Maison Green (2.5), and the senior housing at 5146 Eden Avenue (3.09). 4. The proposed height at 81 feet is consistent with other recently approved projects in the area including the Avidor (80 feet / 6 stories), Maison Green (76 feet / 7 stories), the senior housing at 5146 Eden Avenue (83 feet / 6.5 stories), and the previous approval for a multi- family building at this site (82 feet / 7 stories). 5. The requirement that all facades on the first vertical 60 feet of a building shall use natural materials (brick, stone) facing the public realm is intended to result in the use of quality Page 310 of 1184 STAFF REPORT Page 19 building materials and attractive buildings. In general, the façade is primarily glass so the requirement would apply to all non-glass surfaces. On the ground level, the primary material other than glass is metal panel with a wood-like appearance. The upper floors are almost entirely glass. Therefore, the metal panel serves as more of an accent material than a primary material. The ordinance encourages a high amount of glass with the 75% transparency requirement, which this project complies with. Exchanging the small amount of metal panel would not significantly alter the appearance of the building in this case. 6. The intent of the screening and setback requirements for utility equipment is to maintain an attractive public realm. There are limited options for where the utility equipment can be placed, due to the location of the existing electrical service lines. The applicant has proposed a reasonable plan for screening the equipment and will be responsible for maintaining all screening and landscaping. Staff Recommendation Recommend the City Council approve the request for Rezoning from POD-1 to PCD-2, Site Plan, Subdivision and the requested Variances based on the findings below. A case can be made for or against individual variances. If the Planning Commission does not believe that the statutory criteria have been met for a particular variance, specific findings should be made to deny that variance. The variances can be considered by the Planning Commission with separate motions to approve or deny. If any variances are denied, the applicant may choose to revise the site plan to address the denials and come back to the Planning Commission for review. If not, the denial recommendations would be forwarded to the City Council for consideration. Findings for approval: 1. The variance criteria in Section 36-98 of the City Code is met: a. The variances would be in harmony with the general purposes and intent of the ordinance. b. The variances would be consistent with the Comprehensive Plan. c. There are practical difficulties in complying with the ordinance. The term “practical difficulties” means the following: i. The property owner proposes to use the property in a reasonable manner not permitted by the Zoning Ordinance. ii. The plight of the landowner is due to circumstances unique to the property not created by the landowner. iii. The variance, if granted, will not alter the essential character of the locality. 2. The property owner proposes to use the property in a reasonable manner not permitted by the Zoning Ordinance; the circumstances unique to the property were not created by the landowner; the right-of-way width of 30 feet along Eden Avenue; the site abuts Highway Page 311 of 1184 STAFF REPORT Page 20 100 on the east side and is buffer by trees in the right-of-way; the variance, if granted, will not alter the essential character of the area. 3. The proposed setbacks are generally consistent with other recent approvals for developments in the area including the Avidor (4 feet from Eden Avenue), the most recently approved plan for the former public works site at 5146 Eden Avenue (5 feet from Eden Avenue and Arcadia Avenue), and the previous approval for a multi-family building at this site (10 feet from Eden Avenue and Arcadia Avenue). 4. The mass of the building compared to the previously approved residential project for the site would be less. The floor area ratio (FAR) of the previous project was 3.2 compared to the current proposal of 2.0. The FAR is also consistent with other recently approved projects in the area including the Avidor (2.21), Maison Green (2.5), and the senior housing at 5146 Eden Avenue (3.09). 5. The proposed height at 81 feet is consistent with other recently approved projects in the area including the Avidor (80 feet / 6 stories), Maison Green (76 feet / 7 stories), the senior housing at 5146 Eden Avenue (83 feet / 6.5 stories), and the previous approval for a multi- family building at this site (82 feet / 7 stories). 6. The requirement that all facades on the first vertical 60 feet of a building shall use natural materials (brick, stone) facing the public realm is intended to result in the use of quality building materials and attractive buildings. In general, the façade is primarily glass so the requirement would apply to all non-glass surfaces. On the ground level, the primary material other than glass is metal panel with a wood-like appearance. The upper floors are almost entirely glass. Therefore, the metal panel serves as more of an accent material than a primary material. The ordinance encourages a high amount of glass with the 75% transparency requirement, which this project complies with. Exchanging the small amount of metal panel would not significantly alter the appearance of the building in this case. 7. The intent of the screening and setback requirements for utility equipment is to maintain an attractive public realm. There are limited options for where the utility equipment can be placed, due to the location of the existing electrical service lines. The applicant has proposed a reasonable plan for screening the equipment and will be responsible for maintaining all screening and landscaping. 8. The proposed rezoning is consistent with the Comprehensive Plan. The site is guided Mixed Use Center in the Comprehensive Plan, which lists retail, office, service, multifamily, and institutional uses as primary uses. The PCD-2 district allows all of these uses. 9. The proposal meets the criteria for rezoning in Section 36-213 of the Zoning Ordinance. The rezoning will not be detrimental to properties surrounding the tract; will not result in an overly intensive land use; will not result in undue traffic congestion or traffic hazards; conforms to the provisions of this section and other applicable provisions of the City Code; and provides a proper relationship between the proposed improvements, existing structures, open space and natural features. Page 312 of 1184 STAFF REPORT Page 21 Approval is subject to the following Conditions: 1. The Project must be constructed consistent with the proposed plans dated February 18, 2025, the revised Site Plan and the plans included in the May 6, 2025 City Council packet. 2. The Final Landscape Plan must meet all minimum landscaping requirements per Chapter 36 of the Zoning Ordinance. A performance bond, letter-of-credit, or cash deposit must be submitted for one and one-half times the cost amount for completing the required landscaping, screening, or erosion control measures at the time of any building permit. 3. The Final Lighting Plan must meet all minimum requirements per Section 36-1260 of the City Code. 4. Roof-top mechanical equipment shall be screened per Section 36-1459 of the City Code. 5. Submit a copy of the Minnehaha Creek Watershed District permit. The City may require revisions to the approved plans to meet the district’s requirements. 6. Compliance with all the conditions outlined in the Director of Engineering’s memo dated March 21, 2025. 7. Compliance with the Stantec Consulting Traffic & Parking Study recommendations. 8. Dedication of public access easements on the sidewalks. 9. Submittal of a construction management plan subject to review and approval of city staff prior to issuance of a building permit. 10. Hours of construction must be consistent with City Code. 11. Maintenance of sidewalks, public space, and all landscaping within the public right-of-way shall be responsibility of property owner. 12. Provision of code compliant exterior bike racks for the commercial use near the building entrance would be required at the time of permitting. 13. Park dedication fee of $9,656 would be required prior to issuance of a building permit. Deadline for a City decision: June 23, 2025. Page 313 of 1184 DATE: 3/20/2025 TO: 5100 Eden Ave, Owner and Development Team CC: Cary Teague – Community Development Director FROM: Chad Millner, PE, Director of Engineering Ross Bintner, PE, Engineering Services Manager RE: 5100 Eden Ave – Development Review The Engineering Department has reviewed the subject property for pedestrian facilities, utility connections, grading, flood risk, and storm water. Plans reviewed included grading and utility drawings dated 02/24/2025. Review Comment Required For General 1. Existing easements held by the City require Council action to vacate if deemed appropriate and necessary for the project. Consideration of requests can require up to 60-days to process. General Comment 2. Deliver as-build records of public and private utility infrastructure post construction. Certificate of Occupancy 3. Maintenance of sidewalks along all sides except Eden Avenue adjacent to the street will be the responsibility of the property owner. General Comment 4. Coordinate Arcadia Ave impacts and construction staging location with City Engineer and related to Vernon Ave / 50th Street Interchange Project. Survey 5. An existing and proposed site condition survey is required. Grading/Building Permit 5.1 Show all existing and proposed public and private easements. Public sidewalks outside the ROW will require easements. Private underground storm systems are not allowed in the ROW.. Grading/Building Permit Living Streets 6. Design sidewalks to meet ADA requirements. Grading/Building Permit 7. Saw cut concrete sidewalk joints on public sidewalks. Grading/Building Permit 8. Public sidewalks along Eden and Arcadia to be minimum 8’ in width with a 5’ boulevard. Grading/Building Permit Page 314 of 1184 9. Coordinate design and installation of an ADA compliant pedestrian crossing treatment along Arcadia Avenue across the TH100 off ramp and median island with MnDOT and City. Review curb radii at the same time to potential reduce the radii to improve pedestrian safety. Traffic and Street 10. Review fire access requirements with fire department. Fire truck turning template attached. Grading/Building Permit 11. Implement recommendations from traffic study and transportation review memo. Grading/Building Permit 12. Staff recommends reducing parking requirements by 10% (315 stalls for office/restaurant use or 284 stalls for office/retail use) per Section 36-1324 of City Code due to the site’s proximity to transit stops. Grading/Building Permit 13. Implement five TDM strategies as required by the City’s Travel Demand Management Policy. Certificate of Occupancy 14. Driveway Entrance permit required for entrance reconstruction. Building Permit 15. Arcadia Ave was constructed in 1970. Street repairs shall conform to standard plates 543. Eden Ave and roundabout was constructed in 2022 is bituminous and shall be repaired per standard plate 541. Certificate of Occupancy Sanitary and Water Utilities 16. Verify fire demand and hydrant locations. Grading/Building Permit 17. Domestic water shall be sized by the developer’s engineer. Grading/Building Permit 18. Domestic sanitary shall be sized by the developer’s engineer. Grading/Building Permit 19. Coordinate utility disconnection limits with public works. Grading/Building Permit 20. Apply for a sewer and water connection permit with Public Works. Prior to Starting Utility Work 20.1 Meter required for building service line and combined lines. No meter required for fire only service line. Grading/Building Permit 20.2 Public Works to determine acceptable installation methods. Grading/Building Permit 21. Disconnected sanitary and water services to be capped at main. 22. 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 23. Single connection from main for fire and domestic, split after Grading/Building Permit Page 315 of 1184 main connection. 24. Watermain installed in1955. Site was developed as early as 1940. A private well may be located on site. Wells not in use must be sealed by a licensed well contractor per MN Rules, Chapter 4725. Grading/Building Permit Storm Water Utility 25. Provide geotechnical report with soil borings. Grading/Building Permit 26. Provide hydraulic and hydrologic report meeting watershed and state construction site permit requirements. Grading/Building Permit 27. Submit watershed district permit and copies of private maintenance agreement in favor of watershed. Grading/Building Permit Grading Erosion and Sediment Control 28. A SWPPP consistent with the State General Construction Site Stormwater Permit is required. Grading/Building Permit Constructability and Safety 29. Construction staging, contractor parking, traffic control, and pedestrian access plans will be required. Grading/Building Permit 30. Retaining walls over 4-ft in height require design by a structural engineer. Grading/Building Permit 31. Landscaping within the right-of-way is to be maintained by the owner. 32. City recently paid to construct large block retaining wall. Developer may be required to remove, salvage and deliver large block retaining to the City. Developer to deliver at a location deemed appropriate by the City. Delivery location will be within the City limits. City still determining if the block can be salvaged and re-installed for other City projects. Certificate of Occupancy Sustainability 33. This project is not required to follow the Sustainable Buildings Policy. The project team is encouraged to complete the Sustainable Buildings Questionnaire, an optional form to communicate a project’s sustainable elements with staff, Planning Commission and City Council. If you need a copy of the questionnaire, please contact the Sustainability Manager. General Other Agency Coordination 34. MDH, MPCA and MCES permits required as needed. Grading/Building Permit Page 316 of 1184 35. Minnehaha Creek Watershed District permit is required. Grading/Building Permit 36. Any proposed improvements within the TH100 ROW near the off ramp along the north side of the property shall be coordinated with MnDOT to determine if it will be allowed or not. Coordinate pork-chop removal and replacement. Grading/Building Permit Page 317 of 1184 City of Edina • 4801 W. 50th St. • Edina, MN 55424 Executive Summary Staff recommends the following actions related to the proposed redevelopment of 5100 Eden Ave: The applicant must post information about adjacent transit routes and schedules in a public place within the building to qualify for a 10% reduction in required automobile parking. The applicant should consider providing four (min.) surface bicycle parking stalls adjacent to the proposed retail/restaurant use. Rack style and spacing for bicycle parking should follow the recommendations of the Association of Pedestrian and Bicycle Professionals (APBP). Purpose and Background Opus Development Company is proposing to redevelop 5100 Eden Ave, currently occupied by the Eden 100 building. The proposed redevelopment would replace the existing four-story, 38,000-square-foot office building with a five-story, 115,000-square-foot office building and a 6,600-square-foot commercial space. Stantec completed a traffic impact study (TIS) for this project on behalf of the City. This memo will review the findings of the TIS and provide additional transportation-related recommendations for the proposed development. Multi-Modal Facilities Sidewalks and Bikeways At the site, there are 5’ edge-of-curb sidewalks on: Arcadia Ave from Highway 100 off-ramp to Eden Ave (along west property line) Eden Ave from Arcadia Ave to Highway 100 (along south property line) Both of these sidewalks transition to 8’ shared-use paths as they approach the southwest corner of the Engineering Department EdinaMN.gov Date: March 21, 2025 To: Cary Teague, Community Development Director Chad Millner, Director of Engineering cc: 5100 Eden Avenue Owner and Development Team From: Andrew Scipioni, Transportation Planner Subject: 5100 Eden Avenue – Transportation Review Page 318 of 1184 City of Edina • 4801 W. 50th St. • Edina, MN 55424 property. In the immediate vicinity, there are 5’-6’ sidewalks on Eden Ave, Normandale Rd and Arcadia Ave. There are no dedicated bikeways adjacent to the site. There is also an 8’ shared-use path west of the site on Eden Ave between Grandview Square and Arcadia Ave. The applicant is proposing the following sidewalks and bikeways on site: 8’ shared-use path on Arcadia Ave from Highway 100 off-ramp to Eden Ave (along west property line, replacing portions of existing 5’ sidewalk) 8’ shared-use path on Eden Ave from Arcadia Ave to Highway 100 (along south property line, replacing portions of existing 5’ sidewalk) Internal sidewalk along north property line ranging from 4.5’- to 6’-wide The Pedestrian and Bicycle Master Plan recommends standard bike lanes on Arcadia Ave from Gus Young Ln to Eden Ave and buffered bike lanes on Eden Ave from Vernon Ave to W 50th St. These facilities are not proposed for construction in the current 5-year Capital Improvement Plan. Transit There are no transit stops adjacent to the site. There are transit stops for Metro Transit Local Route 46 within ½ mile of the site (less than a 10-minute walk) on Vernon Ave and Eden Ave which are accessible from existing sidewalks and paths. Trip Generation and Capacity Analysis Trip generation and capacity analysis was performed for the year 2028 when the project is expected to be completed. Weekday trips were estimated by: Measuring existing traffic volumes (January 2025) at study intersections Increasing existing traffic volumes by 0.3% per year to account for planned infrastructure improvements and expected growth in the area (including other approved or proposed redevelopment projects) Adding new trips for the proposed uses based on the Institute of Transportation Engineers’ (ITE) Trip Generation Manual, 11th Edition Stantec estimates that the redevelopment will generate 1,800 daily trips, with 180 during the a.m. peak hour and 217 during the p.m. peak hour. Four roadway corridors surrounding the site were studied by Stantec (W 50th St/Vernon Ave, Eden Ave, Arcadia Ave, and Grange Rd), as well as 13 adjacent intersections along those corridors (see Figure 1). Page 319 of 1184 City of Edina • 4801 W. 50th St. • Edina, MN 55424 Figure 1: Study Intersections The following infrastructure improvements were also assumed to be completed by 2028: Highway 100/Vernon Ave interchange reconstruction Removal of southbound Highway 100 access ramp from Eden Ave Stantec’s modeling shows that all study intersections will operate at a Level of Service (LOS) C or better through both the 2028 Build and 2028 No Build scenarios. No intersection’s LOS is expected to decrease; the intersection of Eden Ave/Arcadia Ave is expected to improve from (LOS B to A) in both the 2028 Build and 2028 No Build a.m. peak hours. Based on this analysis, the proposed redevelopment will have minimal impact on the surrounding roadways through 2028 and no improvements are needed to accommodate the estimated traffic. Parking Analysis 324 underground and surface parking stalls are proposed for this site. Stantec evaluated parking demand using national data from ITE’s Parking Generation Manual, 6th Edition and considered two scenarios for the proposed commercial space: For office and restaurant uses, peak weekday parking demand is 277 stalls For office and general retail uses, peak weekday parking demand is 242 stalls Page 320 of 1184 City of Edina • 4801 W. 50th St. • Edina, MN 55424 The proposed parking supply can accommodate either estimated demand. For office and restaurant uses, the proposed parking supply is 26 stalls fewer than the City’s requirement of 350. For office and general retail uses, the proposed parking supply is nine stalls greater than the City’s requirement of 315. Parking Reductions The site may qualify for a 10% reduction in the number of parking stalls required due to its proximity to transit stops for Metro Transit Local Route 46, which operates regularly seven days a week. The proposed perimeter shared-use paths will provide adequate pedestrian access between the stops and the building. To qualify for this reduction, the applicant must post information about adjacent transit routes and schedules in a public place within the building to encourage the use of transit. This would reduce the City’s requirements to 315 stalls for office/restaurant use and 284 stalls for office/general retail use; the proposed parking supply would accommodate either scenario. The site qualifies for a 10% reduction in the number of parking stalls for the restaurant or general retail use based on the proposed long-term bicycle parking. One long-term bicycle parking stall is required per 5,000 square feet of retail/service uses to qualify. The proposed 6,600-square-foot restaurant/retail space would require two stalls; 28 are proposed, satisfying the requirement. The area which would have been occupied by the eliminated parking spaces must be devoted to pervious surfaces, stormwater facilities, tree retention or native landscaping as directed by the City Planner or their designee. Bicycles The City requires bicycle parking stalls at 5% of the required automobile parking stalls, which equates to 18 stalls for office/restaurant use or 16 stalls for office/general retail use (if the parking reduction requirements noted above are met, the requirements would be 16 stalls or 14 stalls for the respective uses). As mentioned above, the applicant is proposing 28 underground bicycle parking stalls. The parking stalls are proposed to be in a convenient location within 50’ of a public entrance to the building. The applicant should consider providing surface parking stalls adjacent to the proposed retail/restaurant use; a minimum of four stalls are suggested. Rack style and spacing for bicycle parking should follow the recommendations of the Association of Pedestrian and Bicycle Professionals (APBP). Compliance with Transportation Plans/Policies Table 1 details the ways in which the proposed redevelopment supports current City transportation plans and policies. Page 321 of 1184 City of Edina • 4801 W. 50th St. • Edina, MN 55424 Table 1: Compliance with Transportation Plans/Policies Comprehensive Plan (2018) Goal Assessment 1. Improve mobility for residents, visitors and businesses with a balanced system of transportation alternatives for transit users, pedestrians, bicyclists and motorists. The project provides facilities for pedestrians, bicyclists, and motorists. 2. Implement a fully multi-modal transportation system that supports the land use vision and future land use plan for managing and shaping future growth. The project provides facilities for pedestrians, bicyclists, and motorists. 4. Reduce the overall dependence on and use of single-occupancy vehicles by promoting land use patterns that allow for shorter vehicle trips and the use of alternative travel options. The project provides facilities that promote walking, biking and rolling. 6. Encourage and support attractive and reliable high-performance transit service and connections. The applicant should provide information about adjacent transit services to satisfy the parking reduction requirement. 7. Develop and manage parking provisions to encourage joint and shared use of facilities, ride-sharing and bicycle parking. Site plan includes 28 underground bike parking stalls. The applicant should also consider providing surface parking stalls adjacent to the proposed retail/restaurant use; a minimum of four stalls are suggested. Rack style and spacing should follow the recommendations of the Association of Pedestrian and Bicycle Professionals (APBP). 14. Manage, maintain and operate roadways to maximize wherever possible the safety and mobility of all users and all modes. Proposed public shared-use paths along Arcadia Ave and Eden Ave will improve user safety and comfort. Living Streets Plan (2015) Principle Assessment 2. Living Streets provide access and mobility for all transportation modes while enhancing safety and convenience for all users. The project provides facilities for pedestrians, bicyclists, and motorists. Page 322 of 1184 City of Edina • 4801 W. 50th St. • Edina, MN 55424 4. The City will require new developments to provide interconnected street and sidewalk networks that connect to existing or planned streets or sidewalks on the perimeter of the development. The project includes perimeter sidewalks that connect to existing facilities in the area. 9. Living Streets are designed and built with coordination between business and property owners along commercial corridors to develop vibrant commercial districts. The proposed perimeter and internal sidewalks will improve mobility for users within and around the site. 13. Living Streets will improve the current and future quality of life for the public. The wider pedestrian/bicycle facilities and boulevards on Arcadia Ave and Eden Ave will improve pedestrian safety and comfort adjacent to the property. Grandview District Development Framework (2012) Goals Assessment 2. Create a more bike and pedestrian friendly environment by applying Complete Streets and Living Streets principles on Vernon, Eden and the local street network. The wider pedestrian/bicycle facilities and boulevards on Arcadia Ave and Eden Ave will improve pedestrian safety and comfort adjacent to the property. 13. Reduce congestion by providing safe travel choices that encourage non-motorized transportation options, increasing the overall capacity of the transportation network. The project provides facilities for pedestrians, bicyclists, and motorists. Travel Demand Management Policy (2021) Proposed Strategies (Tier 1 – min. 5 unique strategies identified) Provide maps that show the area bus routes and schedules Provide maps of bicycle and pedestrian facilities Provide information on starting and joining commuter programs Provide bicycle parking spaces for employees and facility users Suggested Additional Strategies Provide surface bicycle parking adjacent to retail/restaurant use (four stalls minimum suggested) Subsidize Metro Transit passes for employees Page 323 of 1184 123478BCDE56GHJ9FA48' - 6"2 ' - 6 "34' - 0"1 7 ' - 0 "11' - 9"14' - 0"15' - 5"198' - 10"22' - 0"9' - 0"19' - 3"123' - 10"22' - 6"14' - 0"37' - 6"29' - 9"2 1 ' - 0 "FRONTAGE ROADEDEN AVEARCADIA AVETERRACETERRACECOVERED BREEZEWAYOFFICE LOBBYCOMMERCIAL / OFFICELOADING(18' 0" CLR)NO PARKINGPARKINGDOWN TO LEVEL P1UP TO LEVEL 2EDGE OF BUILDING ABOVEDROP-OFFPRIMARY ENTRYRECEPTIONPARKINGENTRYPARKINGENTRYTRASHBIKESMONUMENT SIGNEDEN AVE36' - 6"PROJECT NUMBERORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTION3/20/2025 10:25:27 AMA0-3SITE PLAN V22024-126402/04/255115 Arcadia Avenue5115 ArcadiaAvenueEdina, MNLAND USEAPPLICATION2/18/2025No. Description Date1/16" = 1'-0"A0-31SITE PLAN - LEVEL 01Page 324 of 1184 5115 Arcadia Avenue – Speculative Multi-Tenants Office – Project Narrative 1. Project Introduction Opus is pleased to share our official Land Use Application with the City of Edina Planning Commission and City Council. The package includes visioning and conceptual design for the exciting redevelopment opportunity at 5115 Arcadia Avenue (current address is 5100 Eden Avenue). The proposed project will play a major role in the City’s future goals for the Grandview neighborhood. Opus is proposing an approximately 112,000 square foot Class A speculative multi-tenant office building that activates the boulevard along Arcadia down to the southern corner of the street and maximizes the site’s full potential. In addition to providing a best- in-class solution to an area in need of functional office space, the project will feature a robust amenity package with underground parking, open concept lobby, individual tenant and community terraces, multi-tenant club room and ability for unique tenant opportunities on the first floor with a private patio. Along with the building amenities for tenants to enjoy, the public will benefit from the improved connection along Arcadia Avenue. The building frontage along Arcadia will feature a covered building entrance, a widened sidewalk for patrons and engaging landscape that includes seating opportunities. The newly constructed sidewalk will connect the neighborhood to nearby amenities in what is now an underutilized pedestrian area. Our team thoughtfully designed the building’s presence along this prominent avenue to synergize with the future Grandview Project at 5146 Eden Avenue. This site is an important puzzle piece to the overall goals for the Grandview District and we are excited to share our team’s vision. At a time when there are rarely any office developments, we are pleased to share that Opus will be the lead tenant in the building, relocating our operations from our current Minnetonka-based office to 5115 Arcadia Avenue. 2. Site Overview 5115 Arcadia Avenue is made up of seven adjacent parcels totaling 1.38 acres on the northeast quadrant of Arcadia Avenue and Eden Avenue. There is an existing 38,678 SF office building on the site that was built in 1968. The current tenants are on short term leases or include rights to remove with notice. Many office buildings are being demolished or re-purposed for housing as functional obsolescence and market factors have been unfavorable for aged office buildings. However, office demand in highly desirable sub-markets with functional floor plates has proven to withstand headwinds against new development. The site is currently zoned Planned Office District-1 and will seek to be rezoned as a Planned Commercial Development to allow the project to maximize its full potential and flexibility with the first floor tenant space for additional office or a commercial/retail use. 3. Development Data The 5115 Arcadia project aspires to transform an obsolete office building and surface parking lot into a vibrant, dynamic place of employment that radiates energy and vitality. The site’s adjacency to Highway 100 and integration within a developing pedestrian-oriented neighborhood makes it ideally suited for an office development. This new office building will serve as the new Twin Cities home for The Opus Group along with space for other tenants. The office building, with parking spaces for 300 employees, will balance the recent and future residential development in the neighborhood, helping to enrich the mix of uses. By combining timeless materials and thoughtful design principles, the building will serve as a catalyst for activity and engagement in the area, enriching the urban fabric and elevating the aesthetic quality of the neighborhood. The proposed building design consists of six above-grade levels and two below-grade levels. A highly transparent Page 325 of 1184 double-height lobby running the length of Arcadia and a jewel box commercial space on the southwest corner will help activate what is currently a rather forbidding streetscape. These active uses also serve to screen from view the above grade structured parking, resulting in the building appearing as five-stories when viewed from Arcadia and Eden. The streetscape and landscape design along the primary public street frontages of Arcadia and Eden address the challenge of the approximately 16-foot grade change from north to south. The primary building entrance toward the north end of Arcadia is clearly marked by a sculptural staircase that leads to a recessed, covered entrance. This recess provides access to a linear terrace that extends south for the entire length of the west façade and in turn provides access to the commercial space. The terrace, which is akin to a dock overlooking a lake, will be programmed for outdoor occupancy, helping to activate the adjacent streetscape. At the far southern end of the site, the sidewalk widens into a node with seating, providing a place for building occupants and the general public to gather and enjoy the weather on a pleasant day. The vehicular circulation design includes two curb cuts: one on Arcadia and another on Eden. The Arcadia entrance will function as the primary drop-off point and provide access to the lobby and ground-level amenities. Meanwhile, the Eden entrance/exit is used for both parking access and service vehicles, facilitating access to a loading and trash area. This arrangement reduces congestion from back-of-house operations. Two below-grade levels and two partial above grade parking levels will accommodate approximately 330 stalls. The building will provide over 100,000 rentable square feet of premium Class A office space, designed to accommodate multiple tenants with flexibility and modern amenities. On the second floor, tenants will have access to a dedicated indoor amenity space, designed to foster collaboration, relaxation, and productivity. This space will connect to a large rooftop balcony, offering expansive views and an inviting area for outdoor gatherings, breaks, or events. Each office level will include an outdoor terrace overlooking Arcadia and the building entrance below. This feature offers an opportunity to differentiate the building architecture at the southwest corner of the building. These outdoor areas not only enhance the tenants’ experience but also contribute to the overall aesthetic and environmental quality of the building, fostering a sense of openness and connection to the outdoors. Sustainability is a core tenet of Opus’s mission statement and will be incorporated into the design and execution of the project at every step. The building’s sustainability strategy starts with its solar orientation, with its longest facades facing north and south, minimizing solar gain from eastern and western exposures. Additionally, the building skin will be a high-performing curtain wall, the performance characteristics of which will be specifically tailored to each solar orientation. The exterior of the building will showcase a carefully curated palette of high-end materials, including architectural metal panels, and expansive glazing. The building’s fenestration is thoughtfully composed and contextually sensitive, establishing a design language that complements the architectural character of Edina. 4. Summary Opus is excited for the opportunity to be a part of the community’s overall vision for the Grandview neighborhood. In collaboration with our consultants and feedback from City staff, we believe the following package encapsulates the community’s desired outcome for the site. We look forward to working alongside the City of Edina and its stakeholders to drive this vision forward and build upon the City’s goals for this growing neighborhood. Page 326 of 1184 Variance Narrative City of Edina required findings: 1. The variance would be in harmony with the general purpose and intent of the ordinance. 2. The variance would be consistent with the Comprehensive Plan 3. There are practical difficulties in complying with the ordinance. The term “practical difficulties” means the following: a. The property owner proposes to use the property in a reasonable manner not permitted by the zoning code b. The plight of the landowner is due to circumstances unique to the property not created by the landowner c. The variance, if granted, will not alter the essential character of the locality. Setbacks: 1. The variance would be in harmony with the general purpose and intent of the ordinance, which is to create sufficient space between buildings and streets for boulevards, sidewalks, landscape buffers and other elements conducive to a pedestrian-oriented environment. The proposed design accommodates a robust pedestrian realm. The fact that the property line along Eden Ave is set back 30’ from the curb effectively obviates the need for a setback along this street. In addition, the footprint of the building is mitigated by the significant step backs above the first level on the south and north sides of the building. 2. The variance would be consistent with the Comprehensive Plan. The Comprehensive Plan identifies the area around this site as one of a handful of “Potential Change Areas” where it is possible and desirable to increase density; decreasing setbacks is one way to further the goal of increased density. Additionally, the Plan’s Community Design Guidelines advocate that “facades should form a consistent street wall that helps to define the street and enhance the pedestrian environment.” Particularly along Eden Avenue, compliance with the 25’ required setback would weaken the building’s relationship to the street, especially given the 30’ distance between the property line and the curb. In addition, the Grandview Development Framework includes several illustrations that appear to show much smaller setbacks than the zoning code requires. 3. There are practical difficulties in complying with the ordinance. The 1.36 acre (59,402 sf) site is small by modern standards of real estate development. The required setbacks reduce the buildable area by 40% to 0.81 acres (35,576 sf). The irregular shape of the site creates additional difficulties for developing an office building with marketable floor plates and structured parking, both of which have specific dimensional requirements that are not conducive to acute angles. a. The property owner proposes to use the property in a reasonable manner not permitted by the zoning code. While the zoning code encourages the development of commercial and office uses in this area, the minimum required setbacks sufficiently restrict the development of the site into a modern office use with accessory parking. b. The plight of the landowner is due to circumstances unique to the property not created by the landowner. The site dimensions and irregular shape are unique to the property. c. The variance, if granted, will not alter the essential character of the locality. The proposed setbacks allow for generous pedestrian facilities and landscaping. Recent nearby developments such as Avidor Page 327 of 1184 and Maison Green establish this district as one with building facades that define a street wall. The proposed development would be consistent with this character. Height: 1. The variance would be in harmony with the general purpose and intent of the ordinance. The proposed building design utilizes upper story step-backs to mitigate the impact of height on the pedestrian realm. The floor plates reduce from 37,016 GSF at Level 1 to 26,423 gsf on the upper levels. This massing strategy results in a 90’ step back at the south and a 15’ step back on the north above street level. 2. The variance would be consistent with the Comprehensive Plan. The Comprehensive Plan identifies the area around this site as one of a handful of “Potential Change Areas” where it is possible and desirable to increase density. The Community Design Guidelines purposely do “not include specific guidance on building height in order to allow more flexibility in the development review process.” 3. There are practical difficulties in complying with the ordinance. The Building Height Overlay Ordinance which restricts building heights in the Grandview District to four stories or 48’ implies that 12’ is an appropriate height for a story. For office buildings, 14’ is a common industry standard and 12’ is widely considered too low. Additionally, Edina’s zoning code requires the first floor of buildings to be 20’ tall, which also conflicts with the height ordinance. a. The property owner proposes to use the property in a reasonable manner not permitted by the zoning code. The proposed five story building is a reasonable use and is comparable to two other nearby buildings that are six stories (Avidor) and seven stories (Maison Green). Significant building step backs on the north and south serve to mitigate the building’s bulk. b. The plight of the landowner is due to circumstances unique to the property not created by the landowner. The irregular shape of the site makes it difficult to make full use of the site for underground parking; as a result, a significant portion of the needed parking occurs above grade, pushing the four primary floors of office two stories above grade. In addition, the height limit of four stories of 12’ conflicts with the standard requirements of office buildings and ignores the city’s desire for taller first floor heights. c. The variance, if granted, will not alter the essential character of the locality. Several nearby recent developments, such as the six-story Avidor and seven-story Maison Green, contribute to the character of this area as one composed of tall buildings. Floor Area Ratio: 1. The variance would be in harmony with the general purpose and intent of the ordinance. The proposed FAR of 2.0 is 33% greater than the 1.5 maximum in PCD-2 zoning. Significant step backs on the north and south sides serve to mitigate building bulk. 2. The variance would be consistent with the Comprehensive Plan. The Comprehensive Plan identifies the area around this site as one of a handful of “Potential Change Areas” where it is possible and desirable to increase density. A modest increase in FAR of 33% over the base zoning seems an appropriate way to further this goal of increased density. 3. There are practical difficulties in complying with the ordinance. Page 328 of 1184 a. The property owner proposes to use the property in a reasonable manner not permitted by the zoning code. The modest proposed increase in FAR is a reasonable way to further the goals of the Comprehensive Plan in increasing density within this Potential Change Area. b. The plight of the landowner is due to circumstances unique to the property not created by the landowner. The restrictive FAR requirements of many standard zoning classifications are incompatible the stated goal of the Comprehensive Plan to increase density within Potential Change Areas. d. The variance, if granted, will not alter the essential character of the locality. Several nearby recent developments, such as the six-story Avidor and seven-story Maison Green, contribute to the character of this area as higher density. Additionally, there are no low-scale residential buildings nearby that would be negatively affected by the bulk of the proposed building. Electrical Equipment Screening & Setback: An electrical transformer will be located at the NW corner of the site. The transformer is required to be screened from view from the street (36-1273). The transformer will have two exposed sides that will be screened from view with fencing and a gate. The zoning code requires all screening to occur on private property, but a portion of the screening will occur in the public right of way. In addition, because the electrical transformer is larger than 36 sf, it is required to comply with required building setbacks. The transformer will be setback 0 feet from the property line where the required building setback is 25 feet. 1. The variance would be in harmony with the general purpose and intent of the ordinance. The electrical transformer on the NW portion of the site is situated within a notch of the building footprint, greatly reducing its visibility from the public realm. It will not infringe on the space allocated for public realm along Arcadia Ave. 2. The variance would be consistent with the Comprehensive Plan. Reducing the required setback of the equipment and allowing a small portion of screening to occur within the right of way is in keeping with the goal of the comprehensive plan to accommodate increased density at this “Potential Change Area.” 3. There are practical difficulties in complying with the ordinance. a. The property owner proposes to use the property in a reasonable manner not permitted by the zoning code. The transformer and screening will be located within a notch in the corner of the building, minimizing visibility from the public realm. b. The plight of the landowner is due to circumstances unique to the property not created by the landowner. Electrical transformers are required for any building of this size. The location of the electrical transformer is a result of the location of existing electrical service lines and the public utility’s preference for this location. This corner property line of the site is chamfered which complicates accommodation of the transformer and its screening at this location prescribed by the public utility. c. The variance, if granted, will not alter the essential character of the locality. The building is notched to accommodate the transformer, greatly reducing the visibility of the transformer from the public realm. The screening proposed to occur in the public right of way will have minimal impact on the experience of pedestrians along Arcadia Avenue. Page 329 of 1184 Building Materials of all facades on first 60 vertical feet: 1. The variance would be in harmony with the general purpose and intent of the ordinance. The requirement states that “All facades on the first vertical 60 feet of a building (above grade) shall use natural materials (brick, stone) facing the public realm.” The purpose and intent of the ordinance is to limit the use of poor quality opaque (non-glass) façade materials. The proposed building design concept consists of a highly-glazed jewel box set atop a podium of warm colored, character-rich materials. The street level facades will utilize a combination of architectural precast and warm-toned wood-look cladding at all non-glazed surfaces. At the upper levels, the vast majority of the façades will consist of floor-to-ceiling glass curtain wall. The limited amount of opaque cladding materials at the upper levels will be high-quality metal panels that are “glazed in” to the curtain wall system. Unlike many recent multifamily projects in Edina, there will be no use of fiber cement siding or light- gauge metal panels that are prone warping. 2. The variance would be consistent with the Comprehensive Plan. The proposed building will be composed of high-quality materials appropriate to a modern commercial office building in the highly desirable first ring suburb of Edina. The composition of the street level facades includes architectural precast, warm-toned wood- look siding and transparent storefront glazing that will have “an interesting and varied pedestrian-scaled street frontage, as expressed through building massing, façade articulation, materials and details.” The highly-glazed façade design also promotes transparency and natural surveillance. 3. There are practical difficulties in complying with the ordinance. a. The property owner proposes to use the property in a reasonable manner not permitted by the zoning code. The intent of the zoning code is to limit the use of inexpensive or poor quality materials on building facades. The proposed building design utilizes only high-quality materials appropriate to a modern commercial office building. b. The plight of the landowner is due to circumstances unique to the property not created by the landowner. The façade material requirement may be intended to apply primarily to building types that primarily consist of opaque walls with punched windows and may not be as applicable to office buildings with highly-glazed curtain wall facades. c. The variance, if granted, will not alter the essential character of the locality. The Comprehensive Plan and Grandview Development Framework envision this area as a Mixed Use Center with a variety of building types. The proposed building design consisting of a highly-glazed jewel box perched atop a richly-articulated base will complement the nearby multi-family housing, commercial and civic buildings, adding to an existing heterogenous collection of building styles. The high-quality, transparent curtain wall facades will project an image of modernity that will contribute to the perception of this area as a desirable mixed use district. Page 330 of 1184 PROJECT NUMBER ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTION2/24/2025 11:39:54 AMT1-1TITLE SHEET 2024-1264 5115 Arcadia Avenue 5115 Arcadia Avenue Edina, MN LAND USE APPLICATION 2/18/2025 PROJECT TEAM 5115 Arcadia Avenue OWNER/DEVELOPER:Opus Development Company 10350 Bren Road West Minnetonka, MN 5534 ARCHITECT:ESG Architecture & Design 350 North Fifth Street, Suite 401 Minneapolis, MN 55401 Ph: 612-339-5508 CONTRACTOR:Opus Design Build 10350 Bren Road West Minnetonka, MN 5534 CIVIL ENGINEER:Civil Site Group 5000 Glenwood Ave Golden Valley, MN 55422 Ph: 612-615-0060 LANDSCAPE ARCHITECT:Damon Farber Landscape Architects 310 4th Ave Suite 7050 Minneapolis, MN 55415 Ph: 612-332-7522 STRUCTURAL ENGINEER:Meyer Borgman Johnson 510 Marquette Aveue South Suite 900 Minneapolis, MN 55402 Ph: 612-338-0713 DRAWING INDEX VICINITY SITE LOCATION PROJECT LOCATION BUILDING METRICS DRAWING NUMBER DRAWING NAME 02/24/25ARCHITECTURAL T1-1 TITLE SHEET ● ARCHITECTURAL A0-1 EXISTING SITE PHOTOS ● A0-2 SITE PLAN ● A0-3 SITE SECTION DIAGRAMS ● A0-4 EXTERIOR RENDERINGS ● A0-5 EXTERIOR RENDERINGS ● A1-1 FLOOR PLANS - LEVELS P1-P2 ● A1-2 FLOOR PLANS - LEVELS 1-2 ● A1-3 FLOOR PLANS - LEVELS 3-6 ● A2-1 ELEVATIONS ● A2-2 ELEVATIONS ● A2-3 EXTERIOR MATERIALS ● CIVIL C0.0 CIVIL TITLE SHEET ● C1.0 REMOVALS PLAN ● C2.0 SITE PLAN ● C3.0 GRADING PLAN ● C4.0 UTILITY PLAN ● C5.0 CIVIL DETAILS ● C5.1 CIVIL DETAILS ● C5.2 CIVIL DETAILS ● SW1.0 SWPPP - EXISTING CONDITIONS ● SW1.1 SWPPP - PROPOSED CONDITIONS ● SW1.2 SWPPP - DETAILS & NARRATIVE ● SW1.3 SWPPP - ATTACHMENTS ● LANDSCAPE L1.0 TREE PROTECTION PLAN ● L2.0 MATERIALS PLAN ● L3.0 PLANTING PLAN ● L4.0 LANDSCAPE DETAILS ● ELECTRICAL E0.1 PHOTOMETRIC PLAN ● SURVEY V1.0 EXISTING SURVEY ● V1.1 EXISTING SURVEY ● V2.0 PRELIMINARY PLAT ● No. Description Date Page 331 of 1184 PROJECT NUMBER ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONNOTES BETWEEN QA AND PROJECT TEAM 2/24/2025 11:39:42 AMA0-1EXISTING SITE PHOTOS 2024-1264 02/04/25 5115 Arcadia Avenue 5115 Arcadia Avenue Edina, MN LAND USE APPLICATION 2/18/2025 NORTH-EAST EXISTING AERIAL PHOTOSOUTH-EAST EXISTING AERIAL PHOTO SOUTH-WEST EXISTING AERIAL PHOTONORTH-WEST EXISTING AERIAL PHOTO SOUTH EXISTING STREET VIEW PHOTO SOUTH-WEST EXISTING STREET VIEW PHOTO No. Description Date Page 332 of 1184 LEVEL 1 100' - 0" LEVEL 3 121' - 8" LEVEL 4 135' - 8" LEVEL 5 149' - 8" LEVEL 6 163' - 8" PENTHOUSE SCREEN 193' - 8" LEVEL -1 89' - 6" LEVEL -2 80' - 2" ABCD F G H ROOF 177' - 8" LEVEL 2 110' - 8" 922.00' TERRACE ROOF AMENITY ROOF ACCESS/ MECHANICAL SCREENING TO FIRE APPARATUS SETUP74' - 2"16' - 0"14' - 0"14' - 0"14' - 0"14' - 0"11' - 0"10' - 8"10' - 6"9' - 4"93' - 8"56' - 0"21' - 8"19' - 10"932.50' OFFICE / RETAILLOBBY EGRESS STAIR EXTENSION PARKING PARKING ELEVATOR PIT PLENUM PLENUM OFFICE E LEVEL 1 100' - 0" LEVEL 3 121' - 8" LEVEL 4 135' - 8" LEVEL 5 149' - 8" LEVEL 6 163' - 8" PENTHOUSE SCREEN 193' - 8" LEVEL -1 89' - 6" LEVEL -2 80' - 2" 1234 7 856 ROOF 177' - 8" 9 LEVEL 2 110' - 8" OFFICE PLENUM PLENUM ARCADE RAMP RAMP RAMP PARKING LOBBY ARCADIA 932.50'16' - 0"14' - 0"14' - 0"14' - 0"14' - 0"11' - 0"10' - 8"10' - 6"9' - 4"ROOF ACCESS/ MECHANICAL SCREENING PROJECT NUMBER ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONNOTES BETWEEN QA AND PROJECT TEAM 2/24/2025 11:39:44 AMA0-3SITE SECTION DIAGRAMS 2024-1264 02/04/25 5115 Arcadia Avenue 5115 Arcadia Avenue Edina, MN LAND USE APPLICATION 2/18/2025 3/32" = 1'-0"A0-3 1BUILDING HEIGHT STUDY N/S 3/32" = 1'-0"A0-3 2BUILDING HEIGHT STUDY E/W No. Description Date Page 333 of 1184 PROJECT NUMBER ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONNOTES BETWEEN QA AND PROJECT TEAM 2/24/2025 11:39:46 AMA0-4EXTERIOR RENDERINGS 2024-1264 02/04/25 5115 Arcadia Avenue 5115 Arcadia Avenue Edina, MN LAND USE APPLICATION 2/18/2025 SOUTH-WEST CORNER PERSPECTIVE SOUTH-EAST CORNER PERSPECTIVE SOUTH PERSPECTIVE STREET LEVELNORTH-EAST CORNER PERSPECTIVE No. Description Date Page 334 of 1184 PROJECT NUMBER ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONNOTES BETWEEN QA AND PROJECT TEAM 2/24/2025 11:39:47 AMA0-5EXTERIOR RENDERINGS 2024-1264 02/04/25 5115 Arcadia Avenue 5115 Arcadia Avenue Edina, MN LAND USE APPLICATION 2/18/2025 VIEW FROM HIGHWAY 100 - HEADING NORTHVIEW FROM HIGHWAY 100 - HEADING SOUTH WEST PERSPECTIVE WEST PERSPECTIVE STREET LEVEL - LOOKING SOUTH No. Description Date Page 335 of 1184 123478 A B C D 56 F G H 9 42,699 SFPARKING FRESH AIR INTAKE (FROM ABOVE)45' - 0"30' - 0"45' - 0"48' - 0"26' - 0"17' - 0"15' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"15' - 0"30' - 0" E UP TO LEVEL P1 1 2 3 4 7 8 A B C D 5 6 F G H 9 45' - 0"30' - 0"45' - 0"48' - 0"26' - 0"17' - 0"15' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"15' - 0"30' - 0" 42,753 SFPARKING FRESH AIR INTAKE (SIDE WALL) 26' - 0"24' - 0"24' - 0" E DOWN TO LEVEL P2 UP TO LEVEL P1 24' - 0"24' - 0"25' - 0"25' - 0"PROJECT NUMBER ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONNOTES BETWEEN QA AND PROJECT TEAM 2/24/2025 11:39:48 AMA1-1 FLOOR PLANS - LEVELS P1-P2 2024-1264 02/04/25 5115 Arcadia Avenue 5115 Arcadia Avenue Edina, MN LAND USE APPLICATION 2/18/2025 1/16" = 1'-0"A1-1 1PARKING LEVEL P2 (1/16") 1/16" = 1'-0"A1-1 2PARKING LEVEL P1 (1/16") No. Description Date Page 336 of 1184 Pen CTB file location = T:\DF Construction Documents\CAD CTB Files\DFA-STD_FULLSIZE_2018_v2Pen CTB file location = T:\DF Construction Documents\CAD CTB Files\DFA-STD_FULLSIZE_2018_v2 5,864 SFOFFICE / COMMERCIAL DROP-OFF ARCADIA AVEEDEN AVENUE1,479 SFTRASH / SERVICE 24,207 SF PARKING TERRACE 4,200 SFLOBBYBREEZEWAY UP TO LEVEL 2 DOWN TO LEVEL P1 1 A6.2 EXIST HYDRANT 232 SFFIRE PUMP395 SFELEC 137' - 0"15' - 9"198' - 10" 214' - 7"15' - 2"46' - 10"167' - 0"229' - 0"568 SFBIKE268 SFSERVICE308 SFTRASH 116 SF SERVICE ROOF ABOVE EDGE OF BUILDING ABOVE VESTIBULE VESTIBULE GENERATOR TRANS MONUMENT SIGN LOADING BERTHS FDC CONNECTION HWY 100 FRONTAGE ROAD 94' - 11" 1 2 3 4 7 8 A B C D 5 6 F G H 9 23,927 SFPARKING OPEN TO ABOVE DOWN TO LEVEL 1 E 25' - 0"24' - 0"26' - 0"24' - 0"PROJECT NUMBER ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONNOTES BETWEEN QA AND PROJECT TEAM 2/24/2025 11:39:49 AMA1-2FLOOR PLANS - LEVELS 1-2 2024-1264 02/04/25 5115 Arcadia Avenue 5115 Arcadia Avenue Edina, MN LAND USE APPLICATION 2/18/2025 1/16" = 1'-0"A1-2 1LEVEL 1 (1/16") 1/16" = 1'-0"A1-2 2 LEVEL 2 (1/16") No. Description Date Page 337 of 1184 123478 A B C D 56 F G H 9 12,830 SFOFFICE ROOF 2,936 SFTERRACESTAIR TRANSFEROPEN TO BELOW 6,612 SFOFFICE 3,313 SF AMENITY45' - 0"30' - 0"45' - 0"48' - 0"26' - 0"17' - 0"15' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"15' - 0"30' - 0" WC WC IDF ELEC 3,523 SFSERVICE E 1 A6.2 285 SFBALCONY 1,454 SFTERRACE 1 2 3 4 7 8 A B C D 5 6 9 24,035 SFOFFICE 631 SFSERVICE 552 SFSERVICE1' - 10"45' - 0"30' - 0"45' - 0"1' - 10"15' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"15' - 0"30' - 0" IDF ELECWC WC 921 SFSERVICE 285 SFBALCONY PLAN NORTH PROJECT NUMBER ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONNOTES BETWEEN QA AND PROJECT TEAM 2/24/2025 11:39:50 AMA1-3FLOOR PLANS - LEVELS 3-6 2024-1264 02/04/25 5115 Arcadia Avenue 5115 Arcadia Avenue Edina, MN LAND USE APPLICATION 2/18/2025 1/16" = 1'-0"A1-3 1LEVEL 3 (1/16") 1/16" = 1'-0"A1-3 2 LEVEL 4-6 No. Description Date Page 338 of 1184 LEVEL 1 100' - 0" LEVEL 3 121' - 8" LEVEL 4 135' - 8" LEVEL 5 149' - 8" LEVEL 6 163' - 8" PENTHOUSE SCREEN 193' - 8" 12347856 ROOF 177' - 8" 9 LEVEL 2 110' - 8" 30' - 0"15' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"15' - 0"10' - 8"11' - 0"14' - 0"14' - 0"14' - 0"14' - 0"16' - 0"STAIR CORE BEYOND SCR-1 VERTICAL FINS, EVERY OTHER MULLION MTL-1 GL-2 EXPOSED CONCRETE COLUMNS AC-1 MTL-1 EXTERIOR BUILDING SIGNAGE MONUMENT SIGNAGE OPEN TO BEYONDOPEN TO BEYONDOPEN TO BEYONDOPEN TO BEYOND LEVEL 1 100' - 0" LEVEL 3 121' - 8" LEVEL 4 135' - 8" LEVEL 5 149' - 8" LEVEL 6 163' - 8" PENTHOUSE SCREEN 193' - 8" ABCDFGH ROOF 177' - 8" LEVEL 2 110' - 8" E 30' - 0"14' - 0"14' - 0"14' - 0"11' - 0"10' - 8"17' - 0"26' - 0"20' - 0"28' - 0"45' - 0"30' - 0"45' - 0" OPEN TO BEYOND STAIR CORE BEYOND RL-1MTL-2GL-1MTL-3 RL-1 MTL-1 MUL-1 SCR-1 OUTDOOR TERRACE AC-1 VERTICAL SHADING FINS, EVERY OTHER MULLION GL-2 EXPOSED CONCRETE COLUMNS AC-1 OPEN TO BEYOND OPEN TO BEYOND OPEN TO BEYOND PROJECT NUMBER ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONNOTES BETWEEN QA AND PROJECT TEAM 2/24/2025 11:39:51 AMA2-1ELEVATIONS 2024-1264 02/04/25 5115 Arcadia Avenue 5115 Arcadia Avenue Edina, MN LAND USE APPLICATION 2/18/2025 1/8" = 1'-0"A2-1 3NORTH ELEVATION LUA 1/8" = 1'-0"A2-1 4EAST ELEVATION LUA MTL-1 (METAL PANEL INTEGRATED INTO CURTAIN WALL) MTL-2 (METAL PANEL) MTL-3 (METAL PANEL) GL-1 & GL-2 (CURTAIN WALL INSULATED GLASS UNITS) RL-1 (RAILING) AC-1 (ARCHITECTURAL PRECAST) SCR-1 (MECH SCREEN) MUL-1 (FRAMES AND MULLIONS) MATERIAL LEGEND No. Description Date Page 339 of 1184 LEVEL 1 100' - 0" LEVEL 3 121' - 8" LEVEL 4 135' - 8" LEVEL 5 149' - 8" LEVEL 6 163' - 8" PENTHOUSE SCREEN 193' - 8" 1234 7 856 ROOF 177' - 8" 9 LEVEL 2 110' - 8"16' - 0"14' - 0"14' - 0"14' - 0"14' - 0"11' - 0"10' - 8"30' - 0"15' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"15' - 0" SCR-1 MUL-1MTL-1 GL-2 TENANT BALCONIES RL-1 MTL-2 MTL-3 GL-1 EXTERIOR BUILDING SIGNAGE AC-1 AC-1 VERTICAL FINS, EVERY OTHER MULLION PARKING ENTRY/EXIT OPEN TO BEYOND EXPOSED CONCRETE COLUMNS EXTERIOR BUILDING SIGNAGE OUTDOOR TERRACE OUTDOOR TERRACE MONUMENT SIGNAGE OPEN TO BEYOND OPEN TO BEYONDOPEN TO BEYOND OPEN TO BEYOND LEVEL 1 100' - 0" LEVEL 3 121' - 8" LEVEL 4 135' - 8" LEVEL 5 149' - 8" LEVEL 6 163' - 8" PENTHOUSE SCREEN 193' - 8" ABC D F G H ROOF 177' - 8" LEVEL 2 110' - 8" E 16' - 0"14' - 0"14' - 0"14' - 0"14' - 0"11' - 0"10' - 8"45' - 0"30' - 0"45' - 0"28' - 0"20' - 0"26' - 0"17' - 0" SCR-1 MTL-3 AC-1 GL-2 GL-1RL-1 MUL-1 MUL-1 MTL-2 MTL-1 MTL-1 MTL-3 EXTERIOR BUILDING SIGNAGE STAIR CORE BEYOND VERTICAL SHADING FINS, EVERY OTHER MULLION TENANT BALCONIES PARKING ENTRY/EXIT OPEN TO BEYOND OUTDOOR TERRACE OUTDOOR TERRACE EXTERIOR BUILDING SIGNAGE MONUMENT SIGNAGE PROJECT NUMBER ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONNOTES BETWEEN QA AND PROJECT TEAM 2/24/2025 11:39:53 AMA2-2ELEVATIONS 2024-1264 02/04/25 5115 Arcadia Avenue 5115 Arcadia Avenue Edina, MN LAND USE APPLICATION 2/18/2025 1/8" = 1'-0"A2-2 1SOUTH ELEVATION LUA 1/8" = 1'-0"A2-2 2WEST ELEVATION LUA No. Description Date MTL-1 (METAL PANEL INTEGRATED INTO CURTAIN WALL) MTL-2 (METAL PANEL) MTL-3 (METAL PANEL) GL-1 & GL-2 (CURTAIN WALL INSULATED GLASS UNITS) RL-1 (RAILING) AC-1 (ARCHITECTURAL PRECAST) SCR-1 (MECH SCREEN) MUL-1 (FRAMES AND MULLIONS) MATERIAL LEGEND Page 340 of 1184 PROJECT NUMBER ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONNOTES BETWEEN QA AND PROJECT TEAM 2/24/2025 11:39:53 AMA2-3EXTERIOR MATERIALS 2024-1264 02/04/25 5115 Arcadia Avenue 5115 Arcadia Avenue Edina, MN LAND USE APPLICATION 2/18/2025 AC-1 (ARCHITECTURAL PRECAST)SCR-1 (MECH SCREEN) MTL-3 (METAL PANEL)MTL-1 (ACM INTEGRATED INTO CURTAIN WALL)GL-1 & GL-2 (CURTAIN WALL INSULATED GLASS UNITS) PODIUM - MOST CLEARBUILDING - HIGHER PERFORMING MTL-2 (METAL PANEL) GL-1GL-2 MUL-1 (FRAMES AND MULLIONS) No. Description Date Page 341 of 1184 COPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION02/24/2025LAND USE APPLICATIONPROJECT MANAGER MATT PAVEKCONTACT NUMBER 612-615-0060 EXT. 701DRAWN BYJRREVIEWED BY MPPROJECT NUMBER 2461444263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.02/24/2025ARCADIA 5115 ARCADIA AVENUE, EDINA, MN 55436 OPUS DEVELOPMENT COMPANY 10350 BREN RD W, MINNETONKA, MN 55343 Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNERC0.0TITLE SHEETARCADIA5115 ARCADIA AVENUE, EDINA, MINNESOTASITE LOCATIONSITE LOCATION MAPNISSUED FOR: LUA SUBMITTALKnow what'sbelow.before you dig.CallRALL EXISTING UTILITY LOCATIONS SHOWN AREAPPROXIMATE. CONTACT "GOPHER STATE ONECALL" (651-454-0002 OR 800-252-1166) FORUTILITY LOCATIONS, 48 HOURS PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALLREPAIR OR REPLACE ANY UTILITIES THAT AREDAMAGED DURING CONSTRUCTION AT NO COSTTO THE OWNER.SHEET INDEXSHEET NUMBER SHEET TITLEC0.0 TITLE SHEETC1.0 REMOVALS PLANC2.0 SITE PLANC3.0GRADING PLANC4.0UTILITY PLANC5.0 CIVIL DETAILSC5.1 CIVIL DETAILSC5.2 CIVIL DETAILSSW1.0 SWPPP - EXISTING CONDITIONSSW1.1 SWPPP - PROPOSED CONDITIONSSW1.2SWPPP - DETAILS & NARRATIVESW1.3SWPPP - ATTACHMENTSPROJECT CONTACTSNAME & ADDRESSCONTACTCIVIL ENGINEERCIVIL SITE GROUP5000 GLENWOOD AVEGOLDEN VALLEY, MN 55422MATT PAVEK612-615-0060 EXT. 701MPAVEK@CIVILSITEGROUP.COMLANDSCAPE ARCHITECTDAMON FARBER LANDSCAPE ARCHITECTS310 SOUTH 4TH AVENUE, SUITE 7050,MINNEAPOLIS, MN 55415JESSE SYMYNKYWICZ763-257-7928JSYMYNKYWICZ@DAMONFARBER.COMDEVELOPER /CONTRACTOROPUS DESIGN BUILD (ODB)10350 BREN ROAD WESTMINNETONKA, MN 55343GEORGE PARRINO952-656-4738GEORGE.PARRINO@OPUS-GROUP.COMPROPERTY OWNERARCHITECTESG ARCHITECTURE & DESIGN350 NORTH 5TH STREET, SUITE 400,MINNEAPOLIS, MN 55401CHRISTOPHER WILLETTE612-373-4680CHRISTOPHER.WILLETTE@ESGARCH.COMSURVEYORSUNDE LAND SURVEYING9001 E BLOOMINGTON FWY (35W) SUITE 118,BLOOMINGTON, MN 55420ARLEE CARLSON952-881-2455ARLEE.CARLSON@SUNDE.COMGEOTECHNICALENGINEERBRAUN INTERTEC11001 HAMPSHIRE AVE SMINNEAPOLIS, MN 55348AARON SCHULZETENBERG701-516-4337ASCHULZETENBERG@BRAUNINTERTEC.COMREVISION SUMMARYDATEDESCRIPTIONPALIA LLC C/O NANCY GRASSINI-OLSON1600 W 82ND ST #100,BLOOMINGTON, MN 55431JOHN WILLIAMS952-656-4578JOHN.WILLIAMS@OPUS-GROUP.COM1. CONTRACTOR SHALL CONFIRM THAT THE EXISTING CONDITIONS FORTHE SITE MATCH WHAT IS SHOWN ON THE DRAWINGS INCLUDED PRIORTO CONSTRUCTION.2. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BYCODES AND/OR UTILITY SERVICES COMPANIES SHALL BE PERFORMEDPRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINALCONNECTION OF SERVICES.3. ALL GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK,FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE INPROJECT DOCUMENTS.4. CIVIL SITE GROUP SHALL HAVE NO LIABILITY WHATSOEVER FOR ANYCOSTS ARISING OUT OF THE CLIENTS DECISION TO OBTAIN BIDS ORPROCEED WITH CONSTRUCTION BEFORE CIVIL SITE GROUP HAS ISSUEDFINAL, FULLY-APPROVED PLANS AND SPECIFICATIONS. THE CLIENTACKNOWLEDGES THAT ALL PRELIMINARY PLANS ARE SUBJECT TOSUBSTANTIAL REVISION UNTIL PLANS ARE FULLY APPROVED AND ALLPERMITS ARE OBTAINED.Page 342 of 1184 CONSTRUCTIONLIMITSCONSTRUCTIONLIMITSFOR ALL FENCE REMOVALS ORPRESERVATIONS ON LOT LINES:CONTRACTOR SHALL CONFIRMOWNERSHIP OF FENCE PRIOR TOREMOVAL AND COORDINATE WITHADJACENT PROPERTY OWNER.REMOVE ALL EXISTING PRIVATEUTILITY SERVICES (THAT ARE NOTTO BE REUSED) PER PRIVATEUTILITY COMPANY AND CITYSTANDARDSCONTRACTOR SHALL SAWCUT &REMOVE PUBLIC PVMTS., CURBS,AND WALKS FOR INSTALLATIONOF UTILITIES. UPON COMPLETIONOF UTILITY WORK, REPLACE ALLMATERIAL, IN KIND, AND TO CITYSTANDARD AND APPROVALREMOVE EX BUILDING, STRUCTURES,FOUNDATIONS, FOOTINGS & BASEMATERIALS, PER LOCAL STATE & FEDERALSTANDARDS. REMOVE/DISCONNECT ALLSERVICES & UTILITIES PER UTILITYCOMPANY AND/OR L.G.U. STANDARDSROAD BEGINS TO TRANSITION TO BRIDGEDESIGN/STRUCTURE. PROTECT FROM DAMAGE.EXPANSION JOINT OF BRIDGEPROTECT FROM DAMAGE.EXISTING PED RAMP TO REMAIN,PROTECT FROM DAMAGEREMOVE EXISTINGTREE AND ROOTBALL, TYP.ADJACENT FENCE ANDFOOTINGS TO REMAIN.PROTECT FROM DAMAGE.REMOVE/SALVAGE EXISTING "STOP" SIGN. SEE SITEPLAN FOR PROPOSED LOCATION. COORD. W/ CITY.REMOVE EXISTING WATER SERVICE,REMOVE BACK TO THE MAIN PER CITYSTANDARDS, LOCATION IS APPROXIMATE,CONTRACTOR TO FIELD VERIFYREMOVE EXISTING GATE VALVE & ASSOCIATED WATER SERVICE, REMOVE BACK TO THE MAIN PER CITYSTANDARDS, CONTRACTOR TO FIELD VERIFY WATER SERVICE LOCATION (FIELD VERIFY)ADJACENT FENCE ANDFOOTINGS TO REMAIN.PROTECT FROM DAMAGE.REMOVE EXISTING TREEAND ROOT BALL, TYP.REMOVE EXISTING SANITARY CLEANOUT & ASSOCIATED SANITARY SERVICE (6'' VCP)(PER RECORD) (APPROX.107 LF) PER CITY STANDARDS, LOCATION IS APPROXIMATE CONTRACTOR TO FIELD VERIFY. REMOVE TO BENDIN SERVICE (APPROX. 18' PAST THE PROPERTY LINE & 26' PAST THE PROPOSED BUILDING.)REMOVE EXISTING GAS LINE PER CITYSTANDARDS, COORD. W/ UTILITY CO.REMOVE EXISTING UNDERGROUNDCONDUIT PER CITY STANDARDS,COORD. W/ UTILITY CO.REMOVE EXISTING UNDERGROUND ELECTRIC UTILITIESPER CITY STANDARDS, COORD. W/ UTILITY CO.REMOVE EXISTING TRANSFORMERPER CITY STANDARDS, COORD. W/UTILITY CO.REMOVE EXISTING UNDERGROUND CONDUIT &EXISTING ELECTRICAL BOX / PEDESTAL PERCITY STANDARDS, COORD. W/ UTILITY CO.ADJACENT FENCE ANDFOOTINGS TO REMAIN.PROTECT FROM DAMAGE.REMOVE EXISTINGPAVEMENT AND BASEMATERIAL ANDPARKING SIGNS, TYP.REMOVE EXISTING MONUMENTSIGN & BASE MATERIALREMOVE EXISTING LANDSCAPINGMATERIAL, SHRUBS & TREES,. TYP.REMOVE EXISTING BIG BLOCK RETAININGWALL, FENCE ATOP WALL, BASE MATERIAL,& ANY EXISTING DRAINTILE BEHIND WALLSALVAGE EXISTING BIG BLOCK RETAINING WALL, FENCE ATOP WALL,BASE MATERIAL, & ANY EXISTING DRAIN TILE BEHIND WALLSALVAGE & RELOCATE EXISTINGLIGHT POLE. COORD. W/ CITYREMOVE EXISTINGPAVEMENT AND BASEMATERIAL ANDPARKING SIGNS, TYP.REMOVE EXISTING CATCH BASIN & 12'' RCP STORMPIPE. SEE UTILITY PLAN. REMOVE RETAINING WALLDRAIN TILE & DRAIN TILE CONNECTION INTOEXISTING CATCH BASIN(PER RECORD)(FIELD VERIFY)REMOVE EXISTING CATCH BASIN & 12'' RCPSTORM PIPE. RECONSTRUCT DOWNSTREAMCATCH BASIN AS NECESSARY. SEE UTILITY PLANREMOVE EXISTING CATCH BASIN & 12'' PEP STORM PIPE.RECONSTRUCT DOWNSTREAM CATCH BASIN AS NECESSARY.SEE UTILITY PLAN.REMOVE RETAINING WALL DRAIN TILE & DRAIN TILE CONNECTIONINTO EXISTING CATCH BASIN(PER RECORD)(FIELD VERIFY)REMOVE EXISTING C&G,& BASE MATERIAL TYP.REMOVE EXISTING C&G,& BASE MATERIAL TYP.REMOVE EXISTING C&G,& BASE MATERIAL TYP.EXISTING HYDRANT TO REMAIN,PROTECT FROM DAMAGE.REMOVE EXISTING CONC. DRIVEENTRANCE & BASE MATERIAL TYP.REMOVE EXISTING CONC. WALK,SECTION OF BIT. TO THE EAST &BASE MATERIAL TYP.EXISTING SIDEWALK & PED RAMP TOREMAIN, PROTECT FROM DAMAGEREMOVE EXISTING C&G,& BASE MATERIAL TYP.REMOVE EXISTING C&G, & BASE MATERIALTYP. EXISTING DRAIN TILE TO REMAIN(PERRECORD) PROTECT FROM DAMAGE.REMOVE / REPLACE EXISTING CATCH BASIN RIM. SEE UTILITY PLAN. EXISTINGDRAIN TILE BEHIND C&G CONNECTS INTO THIS CATCH BASIN PER CITY AS-BUILT(PER RECORD) EXISTING DRAINTILE TO REMAIN. PROTECT FROM DAMAGE.REMOVE EXISTING TREEAND BALL ROOT, TYP.REMOVE EXISTING TREEAND BALL ROOT, TYP.REMOVE EXISTING C&G, & BASEMATERIAL TYP.REMOVE/SALVAGE EXISTING STOP SIGN & "DO NOTENTER" SIGN FOR INSTALLATION OF WATER SERVICE.REPLACE AFTER INSTALLATION. COORD. W/ CITY.SALVAGE & RELOCATE EXISTINGLIGHT POLE. COORD. W/ CITYSALVAGE & RELOCATE EXISTINGLIGHT POLE. COORD. W/ CITYREMOVE EXISTING FENCEAND FOOTING, TYP.REMOVE EXISTING CONC.WALK & BASE MATERIAL TYP.REMOVE EXISTING CONC. DRIVEENTRANCE & BASE MATERIAL TYP.REMOVE EXISTING LANDSCAPINGMATERIAL, SHRUBS & TREES,. TYP.REMOVE/SALVAGE EXISTING NO PARKINGSIGN (FIELD VERIFY). SEE SITE PLAN FORPROPOSED LOCATION. COORD. W/ CITY.EXISTING ELECTRICAL BOX TO REMAIN.PROTECT FROM DAMAGE,. TYP.EXISTING PEDESTRIAN CROSSING SIGN TOREMAIN. PROTECT FROM DAMAGE,. TYP.EXISTING "ARCADIA AVE" SIGN TOREMAIN, PROTECT FROM DAMAGE,. TYP.EXISTING "YIELD" SIGN TO REMAIN,PROTECT FROM DAMAGE,. TYP.EXISTING PEDESTRIAN CROSSING SIGN TOREMAIN. PROTECT FROM DAMAGE,. TYP.EXISTING "SOUTH 100" SIGN TO REMAIN,PROTECT FROM DAMAGE,. TYP. (FIELD VERIFY)REMOVE EXISTING CONC. WALK, SECTION OFBIT. TO THE NORTH & BASE MATERIAL TYP.REMOVE EXISTING LANDSCAPINGMATERIAL, SHRUBS & TREES,. TYP.REMOVE/SALVAGE EXISTINGROUNDABOUT SIGN. SEE SITE PLAN FORPROPOSED LOCATION. COORD. W/ CITY.REMOVE EXISTING CONC.WALK & BASE MATERIAL TYP.EXISTING SIDEWALK TO REMAIN,PROTECT FROM DAMAGELUMEN DUCT RUNS UNDER EXISTING BOULEVARD & EXISTINGSIDEWALK ON THE NORTH SIDE OF EDEN AVE(PER RECORD).CONTACT GOPHER STATE ONE FOR LOCATE ANDREFERENCE AS-BUILT INFORMATION. FIELD VERIFY.XCEL DUCT (6'' PVC) RUNS UNDER EXISTING BOULEVARD& EXISTING SIDEWALK (APPROX. 2' BELOW C&GELEVATION) (PER RECORD) ON THE NORTH SIDE OFEDEN AVE. CONTACT GOPHER STATE ONE FOR LOCATEAND REFERENCE AS-BUILT INFORMATION. FIELD VERIFY.REMOVE EXISTING 4'' WATER SERVICE (PERRECORD) BACK TO THE GV & BOX. ABANDONIN PLACE PER CITY STANDARDS. LOCATIONIS APPROX. CONTRACTOR TO FIELD VERIFYEXISTING C&G DRAIN TILE CONNECTS INTO THIS CBMH (PER RECORD).EXISTING DRAINTILE TO REMAIN. PROTECT FROM DAMAGEEXISTING C&G DRAIN TILE CONNECTS INTO THISCBMH (PER RECORD). EXISTING DRAIN TILE TOREMAIN. PROTECT FROM DAMAGE.EXISTING C&G DRAIN TILE CONNECTS INTO THISCBMH (PER RECORD). EXISTING DRAIN TILE TOREMAIN. PROTECT FROM DAMAGE.SALVAGE & RELOCATE EXISTINGLIGHT POLE. COORD. W/ CITYREMOVE EXISTING CONC. WALK& BASE MATERIAL TYP.SALVAGE & RELOCATE (GRADEADJUSTMENT) EXISTING LIGHT POLE.COORD. W/ CITY/OWNERWATER CONNECTION SEEUTILITY PLANWATER CONNECTION SEEUTILITY PLANNON-ACCESS LINE PERSURVEYREMOVALS PLAN LEGEND:TREE PROTECTIONREMOVAL OF PAVEMENT AND ALL BASEMATERIAL, INCLUDING BIT., CONC., ANDGRAVEL PVMTS.REMOVAL OF STRUCTUREINCLUDING ALL FOOTINGS ANDFOUNDATIONS.TREE REMOVAL - INCLUDINGROOTS AND STUMPSCOPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION02/24/2025LAND USE APPLICATIONPROJECT MANAGER MATT PAVEKCONTACT NUMBER 612-615-0060 EXT. 701DRAWN BYJRREVIEWED BY MPPROJECT NUMBER 2461444263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.02/24/2025ARCADIA 5115 ARCADIA AVENUE, EDINA, MN 55436 OPUS DEVELOPMENT COMPANY 10350 BREN RD W, MINNETONKA, MN 55343 Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNERC1.0REMOVALS PLANREMOVE CURB AND GUTTER. IF INRIGHT-OF-WAY, COORDINATE WITH LOCALGOVERNING UNIT.REMOVAL NOTES:CITY OF EDINA REMOVAL NOTES:1. RESERVED FOR CITY SPECIFIC REMOVAL NOTES.1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FORUTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT AREDAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.2. SEE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PLAN FOR CONSTRUCTION STORM WATER MANAGEMENT PLAN.3. REMOVAL OF MATERIALS NOTED ON THE DRAWINGS SHALL BE IN ACCORDANCE WITH MNDOT, STATE AND LOCAL REGULATIONS.4. REMOVAL OF PRIVATE UTILITIES SHALL BE COORDINATED WITH UTILITY OWNER PRIOR TO CONSTRUCTION ACTIVITIES.5. EXISTING PAVEMENTS SHALL BE SAWCUT IN LOCATIONS AS SHOWN ON THE DRAWINGS OR THE NEAREST JOINT FOR PROPOSED PAVEMENTCONNECTIONS.6. REMOVED MATERIALS SHALL BE DISPOSED OF TO A LEGAL OFF-SITE LOCATION AND IN ACCORDANCE WITH STATE AND LOCALREGULATIONS.7. ABANDON, REMOVAL, CONNECTION, AND PROTECTION NOTES SHOWN ON THE DRAWINGS ARE APPROXIMATE. COORDINATE WITHPROPOSED PLANS.8. EXISTING ON-SITE FEATURES NOT NOTED FOR REMOVAL SHALL BE PROTECTED THROUGHOUT THE DURATION OF THE CONTRACT.9. PROPERTY LINES SHALL BE CONSIDERED GENERAL CONSTRUCTION LIMITS UNLESS OTHERWISE NOTED ON THE DRAWINGS. WORK WITHINTHE GENERAL CONSTRUCTION LIMITS SHALL INCLUDE STAGING, DEMOLITION AND CLEAN-UP OPERATIONS AS WELL AS CONSTRUCTIONSHOWN ON THE DRAWINGS.10. MINOR WORK OUTSIDE OF THE GENERAL CONSTRUCTION LIMITS SHALL BE ALLOWED AS SHOWN ON THE PLAN AND PER CITYREQUIREMENTS. FOR ANY WORK ON ADJACENT PRIVATE PROPERTY, THE CONTRACTOR SHALL OBTAIN WRITTEN PERMISSION FROM THEADJACENT PROPERTY OWNER PRIOR TO ANY WORK.11. DAMAGE BEYOND THE PROPERTY LIMITS CAUSED BY CONSTRUCTION ACTIVITY SHALL BE REPAIRED IN A MANNER APPROVED BY THEENGINEER/LANDSCAPE ARCHITECT OR IN ACCORDANCE WITH THE CITY.12. PROPOSED WORK (BUILDING AND CIVIL) SHALL NOT DISTURB EXISTING UTILITIES UNLESS OTHERWISE SHOWN ON THE DRAWINGS ANDAPPROVED BY THE CITY PRIOR TO CONSTRUCTION.13. SITE SECURITY MAY BE NECESSARY AND PROVIDED IN A MANNER TO PROHIBIT VANDALISM, AND THEFT, DURING AND AFTER NORMAL WORKHOURS, THROUGHOUT THE DURATION OF THE CONTRACT. SECURITY MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY.14. VEHICULAR ACCESS TO THE SITE SHALL BE MAINTAINED FOR DELIVERY AND INSPECTION ACCESS DURING NORMAL OPERATING HOURS. ATNO POINT THROUGHOUT THE DURATION OF THE CONTRACT SHALL CIRCULATION OF ADJACENT STREETS BE BLOCKED WITHOUT APPROVALBY THE CITY PRIOR TO CONSTRUCTION ACTIVITIES.15. ALL TRAFFIC CONTROLS SHALL BE PROVIDED AND ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, SIGNAGE, BARRICADES, FLASHERS,AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL REMAIN OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BEPERMITTED WITHOUT APPROVAL BY THE CITY.16. SHORING FOR BUILDING EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR AND AS APPROVED BY THE OWNERSREPRESENTATIVE AND THE CITY PRIOR TO CONSTRUCTION ACTIVITIES.17. STAGING, DEMOLITION, AND CLEAN-UP AREAS SHALL BE WITHIN THE PROPERTY LIMITS AS SHOWN ON THE DRAWINGS AND MAINTAINED IN AMANNER AS REQUIRED BY THE CITY.18. ALL EXISTING SITE TRAFFIC/REGULATORY SIGNAGE TO BE INVENTORIED AND IF REMOVED FOR CONSTRUCTION SHALL BE RETURNED TOLGU.19. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FORUTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT AREDAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.SEE SWPPP ON SHEETS SW1.0 - SW1.3EROSION CONTROL NOTES:CONSTRUCTION LIMITSREVISION SUMMARYDATEDESCRIPTIONPROPERTY LINEREMOVAL OF TREES ANDVEGETATION INCLUDING STUMPSAND ROOT SYSTEMS01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallROWNER INFORMATIONPALIA LLC C/O NANCY GRASSINI-OLSON1600 W 82ND ST #100,BLOOMINGTON, MN 55431JOHN WILLIAMS952-656-4578JOHN.WILLIAMS@OPUS-GROUP.COMTREE PROTECTIONN T S25'DLDRIPLINE WIDTHFURNISH AND INSTALL TEMPORARY FENCE AT THE TREE'S DRIP LINE OR CONSTRUCTION LIMITS AS SHOWN ONPLAN, PRIOR TO ANY CONSTRUCTION. WHERE POSSIBLE PLACE FENCE 25' BEYOND DRIP LINE. PLACE TREEPROTECTION SIGN ON POSTS, ONE PER INDIVIDUAL TREE (FACING CONSTRUCTION ACTIVITY), OR ONE EVERY100' LF ALONG A GROVE OR MULTI-TREE PROTECTION AREA.POSTS AND FENCINGEXTEND FENCE 25'BEYOND DRIPLINEWHERE POSSIBLETREE PROTECTION SIGN, TYP.TREE DRIPLINE, ORCONSTRUCTION LIMITS1Page 343 of 1184 5,864 SFOFFICE / COMMERCIALDROP-OFF1,479 SFTRASH / SERVICE24,207 SFPARKINGTERRACE4,200 SFLOBBYUP TOLEVEL1.5DOWN TOLEVEL P1SERVICEENTRANCE232 SFFIRE PUMP395 SFELECGARAGEEXHAUST568 SFBIKE308 SFTRASH8.06.0CONSTRUCTIONLIMITSCONSTRUCTIONLIMITS21.322.84.011.7526.0 2.04.56.06.08.06.021.10.43.33.316.7534.52 6 . 02.04.66.08.05.68.95.06.06.08.06.08.08.09.8 5.0GENERATOR. SEEELECTRICAL PLANSUTILITY/TRANSFORMERPADS, COORD. W/MECH'L AND UTILITY CO.CONC. WALK, TYPPED RAMP, TYPGREEN SPACEGARAGE AIREXHAUSTR5.08' WIDE CONC. WALK,PER CITY STANDARDS6' WIDE BOULEVARDLANDSCAPE PROGRAMMING AREA.SEE LANDSCAPE PLANSLOWER LEVELBUILDING WALL LEVEL 1 AND ABOVEBUILDING WALLMAIN ENTRANCE / PATIO / PLAZA.PED RAMP, TYPRAISED PRIVATE PATIO/ TERRACE AREAAIR INTAKE FORGARAGE LEVEL8' WIDE CONC. WALK,PER CITY STANDARDS6' WIDE BOULEVARDLOWER LEVELBUILDING WALLLOWER LEVELBUILDING WALLCIP RET. WALL EXTENDSABOVE GRADE. SEEARCH'L PLANSR5.0R5.0 R5.0CONCRETE COMMERCIALDRIVE ENTRANCE PERCITY STANDARDSCONCRETE COMMERCIALDRIVE ENTRANCE PERCITY STANDARDSPED RAMP, TYPVALLEY GUTTER,SEE CITY DETAILMATCH INTO EXISTINGPED RAMP.MATCH INTO EXISTINGCONC. WALK.PROPOSEDBUILDINGENHANCED LANDSCAPEFEATURES, SEELANDSCAPE PLANCAST-IN-PLACE CONC. RETAININGWALL,. TYP. SEE GRADING PLAN FORELEVATIONS AGAINST WALL. SHOPDRAWINGS REQ'DR15.0RISERS UP TO FRONTENTRANCE. SEE GRADINGPLAN FOR ELEVATIONSPED RAMP,.TYP.INSTALL NEW DRAIN TILE BENEATH ALL PROPOSED/ IMPACTED C&G ALONG EDEN AVE & ARCADIA AVE& CONNECT TO EXISTING DRAIN TILE BENEATHEXISTING C&G. SEE CITY DETAIL,. TYP.LEVEL 1 & ABOVEBUILDING WALLBENCH TOPS ON CONC. SEATSTAIRS. SEE LANDSCAPE PLANSR68.5R21.5 R68.5R17.5R20.0PRE-CAST CONC. WALL DOWN TOGRADE. SEE GRADING PLAN FORELEVATIONS AGAINST WALLR78.0MATCH INTO EXISTINGPED RAMP.MATCH EXISTING C&G PERCITY STANDARDS., TYP.MATCH EXISTING C&G PERCITY STANDARDS., TYP.CIP RET. WALL EXTENDSABOVE GRADE. SEEARCH'L PLANS2' CONC BUFFER /ROCK MULCH AREAR10.0PROPERTY LINEMATCH / COORD.W/ ARCH. PARKINGDECK PLANPROPERTY LINEB618 C&G SEE CITY DETAILB618 C&G SEE CITY DETAILB612 C&G,TYP.GRADE ADJUSTMENT WITHINMNDOT ROW WILL REQUIRE MNDOTPERMIT. SEE GRADING PLANPROPERTY LINEEXISTING MNDOT FENCER20.0MONUMENT SIGN, FINAL SIZE, FOOTING,& LOCATION TO BE SPECIFIED. COORD.W/ ARCH'L PLANSTRENCH DRAIN SEEUTILITY PLANMONUMENT SIGN, FINAL SIZE, FOOTING,& LOCATION TO BE SPECIFIED. COORD.W/ ARCH'L PLANSCOPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION02/24/2025LAND USE APPLICATIONPROJECT MANAGER MATT PAVEKCONTACT NUMBER 612-615-0060 EXT. 701DRAWN BYJRREVIEWED BY MPPROJECT NUMBER 2461444263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.02/24/2025ARCADIA 5115 ARCADIA AVENUE, EDINA, MN 55436 OPUS DEVELOPMENT COMPANY 10350 BREN RD W, MINNETONKA, MN 55343 Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER SITE LAYOUT NOTES:SITE PLAN LEGEND:TRAFFIC DIRECTIONAL ARROW PAVEMENTMARKINGSSIGN AND POST ASSEMBLY. SHOP DRAWINGSREQUIRED.HC = ACCESSIBLE SIGNNP = NO PARKING FIRE LANEST = STOPCP = COMPACT CAR PARKING ONLYPROPERTY LINECURB AND GUTTER-SEE NOTES (T.O.) TIP OUTGUTTER WHERE APPLICABLE-SEE PLANLIGHT DUTY BITUMINOUS PAVEMENT (IFAPPLICABLE). SEE GEOTECHNICAL REPORTFOR AGGREGATE BASE & WEAR COURSEDEPTH, SEE DETAIL.HEAVY DUTY BITUMINOUS PAVEMENT (IFAPPLICABLE). SEE GEOTECHNICAL REPORTFOR AGGREGATE BASE & WEAR COURSEDEPTH, SEE DETAIL.CONSTRUCTION LIMITSTOSPECIALTY PAVEMENT (IF APPLICABLE) -PROVIDE BID FOR THE FOLLOWING OPTIONS,INCLUDE VARIATIONS OF BASE MATERIAL ANDOTHER NECESSARY COMPONENTS.1. STAMPED & COLORED CONCRETE2. CONCRETE PAVERSMAKERS, COLORS, MODELS, & PATTERN TO BEINCLUDED IN SHOP DRAWING SUBMITTALPRIOR TO CONSTRUCTION.CITY OF EDINA SITE SPECIFIC NOTES:1. RESERVED FOR CITY SPECIFIC SITE NOTES.ACCESSIBILITY ROUTE ARROW (IFAPPLICABLE) DO NOT PAINT.1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FORUTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT AREDAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.2. CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO BEGINNING CONSTRUCTION, INCLUDING BUT NOTLIMITED TO, LOCATIONS OF EXISTING AND PROPOSED PROPERTY LINES, EASEMENTS, SETBACKS, UTILITIES, BUILDINGS AND PAVEMENTS.CONTRACTOR IS RESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTS FOR THE SITE. ANY REVISIONS REQUIRED AFTER COMMENCEMENTOF CONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TO OWNER. ADJUSTMENTS TO THELAYOUT SHALL BE APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF MATERIALS. STAKE LAYOUT FORAPPROVAL.3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, INCLUDING A RIGHT-OF-WAY AND STREET OPENINGPERMIT.4. THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO TECHNICAL REPORT PRIOR TO INSTALLATION OF SITEIMPROVEMENT MATERIALS.5. CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS & ELEVATIONS OF THE BUILDING AND STAKE FOR REVIEWAND APPROVAL BY THE OWNERS REPRESENTATIVE PRIOR TO INSTALLATION OF FOOTING MATERIALS.6. LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS, BOLLARDS, AND WALKS ARE APPROXIMATE AND SHALL BESTAKED IN THE FIELD, PRIOR TO INSTALLATION, FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT.7. CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OF CONCRETE FOUNDATION. LOCATION OF BUILDINGIS TO BUILDING FOUNDATION AND SHALL BE AS SHOWN ON THE DRAWINGS.8. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPEARCHITECT PRIOR TO FABRICATION FOR ALL PREFABRICATED SITE IMPROVEMENT MATERIALS SUCH AS, BUT NOT LIMITED TO THEFOLLOWING, FURNISHINGS, PAVEMENTS, WALLS, RAILINGS, BENCHES, FLAGPOLES, LANDING PADS FOR CURB RAMPS, AND LIGHT AND POLES.THE OWNER RESERVES THE RIGHT TO REJECT INSTALLED MATERIALS NOT PREVIOUSLY APPROVED.9. PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDING AREAS IN ACCORDANCE WITH A.D.A.REQUIREMENTS-SEE DETAIL.10. CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED LINE, SPACED 48" ON CENTER PERPENDICULAR TO THE FLOW OF TRAFFIC. WIDTHOF CROSSWALK SHALL BE 5' WIDE. ALL OTHER PAVEMENT MARKINGS SHALL BE WHITE IN COLOR UNLESS OTHERWISE NOTED OR REQUIREDBY ADA OR LOCAL GOVERNING BODIES.11. SEE SITE PLAN FOR CURB AND GUTTER TYPE. TAPER BETWEEN CURB TYPES-SEE DETAIL.12. ALL CURB RADII ARE MINIMUM 3' UNLESS OTHERWISE NOTED.13. CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES, NUMBERS, AREAS AND DIMENSIONS PRIOR TO SITE IMPROVEMENTS.14. FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS.15. PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDING UNLESS NOTED OTHERWISE.16. ALL PARKING LOT PAINT STRIPING TO BE WHITE, 4" WIDE TYP.17. BITUMINOUS PAVING TO BE "LIGHT DUTY" UNLESS OTHERWISE NOTED. SEE DETAIL SHEETS FOR PAVEMENT SECTIONS.18. ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH A CONSTRUCTION FENCE AT THE DRIP LINE. SEE LANDSCAPEDOCUMENTS.19. CONTRACTOR IS RESPONSIBLE TO INSTALL ANY SIDEWALK AND CURBING PER DESIGN PLAN. CONTRACTOR TO VERIFY ALL CURBS ANDSIDEWALKS WILL DRAIN PROPERLY IN FIELD CONDITIONS. CONTRACTOR MUST CONTACT THE CIVIL ENGINEER 24-HOURS PRIOR TO ANYCURB AND/OR SIDEWALK INSTALLATION TO REVIEW AND INSPECT CURB STAKES. CONTRACTOR IS RESPONSIBLE FOR ANY CURB ORSIDEWALK REPLACEMENT IF THIS PROCEDURE IS NOT FOLLOWED.20. FINISH GRADING FOR HARDSCAPE AREAS IE. PARKING LOTS, CURBS, SIDEWALKS SHALL BE WITHIN 0.05 FEET. ADA AREAS MUST COMPLYWITH REQUIREMENTS ON PLANS AND ADA REGULATIONS. TOLERANCE WITHIN ADA AREAS IS 0.00 FEET DISCUSS ANY DEVIATIONS WITHENGINEER PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY CURB, SIDEWALK AND/OR PAVEMENT REPLACEMENT THATDOES NOT MEET TOLERANCE/ADA REQUIREMENTS.CONCRETE PAVEMENT (IF APPLICABLE) ASSPECIFIED (PAD OR WALK) SEEGEOTECHNICAL REPORT FOR AGGREGATEBASE & CONCRETE DEPTHS, WITHIN ROWSEE CITY DETAIL, WITHIN PRIVATEPROPERTY SEE CSG DETAILOPERATIONAL NOTESSNOW REMOVALALL SNOW SHALL BE STORED ON-SITE OUTSIDEPARKING LOT. WHEN FULL, REMOVAL CO. SHALLREMOVE EXCESS OFF-SITE.TRASH REMOVALTRASH SHALL BE PLACED IN EXTERIOR TRASHAREA AND REMOVED BY COMMERCIAL CO.WEEKLY.DELIVERIESDELIVERIES SHALL OCCUR AT THE SERVICE AREAOFF EDEN AVE ENTRANCE VIA STANDARDCOMMERCIAL DELIVERY VEHICLES (UPS, FED-EX,USPS).REVISION SUMMARYDATEDESCRIPTIONC2.0SITE PLAN01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallROWNER INFORMATIONPALIA LLC C/O NANCY GRASSINI-OLSON1600 W 82ND ST #100,BLOOMINGTON, MN 55431JOHN WILLIAMS952-656-4578JOHN.WILLIAMS@OPUS-GROUP.COMPage 344 of 1184 5,864 SFOFFICE / COMMERCIALDROP-OFF1,479 SFTRASH / SERVICE24,207 SFPARKINGTERRACE4,200 SFLOBBYUP TOLEVEL1.5DOWN TOLEVEL P1SERVICEENTRANCE232 SFFIRE PUMP395 SFELECGARAGEEXHAUST568 SFBIKE308 SFTRASHCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSST-1ST-2ST-12ST-3ST-11ST-4ST-5ST-6ST-10ST-7ST-8ST-9COPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION02/24/2025LAND USE APPLICATIONPROJECT MANAGER MATT PAVEKCONTACT NUMBER 612-615-0060 EXT. 701DRAWN BYJRREVIEWED BY MPPROJECT NUMBER 2461444263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.02/24/2025ARCADIA 5115 ARCADIA AVENUE, EDINA, MN 55436 OPUS DEVELOPMENT COMPANY 10350 BREN RD W, MINNETONKA, MN 55343 Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNERC3.0GRADING PLANGENERAL GRADING NOTES:1.0' CONTOUR ELEVATION INTERVALGRADING PLAN LEGEND:SPOT GRADE ELEVATION GUTTERSPOT GRADE ELEVATION TOP OF CURBSPOT GRADE ELEVATION BOTTOM OFSTAIRS/TOP OF STAIRSCITY OF EDINA GRADING NOTES:1. RESERVED FOR CITY SPECIFIC GRADING NOTES.EX. 1' CONTOUR ELEVATION INTERVALSPOT GRADE ELEVATION (GUTTER/FLOWLINE UNLESS OTHERWISE NOTED)CURB AND GUTTER (T.O = TIP OUT)EMERGENCY OVERFLOW41.261125891.00 G891.00 TC891.00 BS/TS1137EOF=1135.52TOSPOT GRADE ELEVATION MATCH EXISTING891.00 MEGBGRADE BREAK - HIGH POINTS1. CONTRACTOR SHALL VERIFY ALL BUILDING ELEVATIONS, (FFE, LFE, GFE), PRIOR TO CONSTRUCTION BY CROSS CHECKING WITHARCHITECTURAL, STRUCTURAL AND CIVIL ELEVATIONS FOR EQUIVALENT "100" ELEVATIONS. THIS MUST BE DONE PRIOR TO EXCAVATION ANDINSTALLATION OF ANY FOOTING MATERIALS. VERIFICATION OF THIS COORDINATION SHALL BE CONFIRMED IN WRITING BY CIVIL, SURVEYOR,ARCHITECTURAL, STRUCTURAL AND CONTRACTOR PRIOR TO CONSTRUCTION.2. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITYLOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.3. SEE SITE PLAN FOR HORIZONTAL LAYOUT & GENERAL GRADING NOTES.4. THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION (INCLUDING BUT NOT LIMITED TO SITE PREPARATION, SOILCORRECTION, EXCAVATION, EMBANKMENT, ETC.) IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL SOILTESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALLREQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER.5. ANY ELEMENTS OF AN EARTH RETENTION SYSTEM AND RELATED EXCAVATIONS THAT FALL WITHIN THE PUBLIC RIGHT OF WAY WILL REQUIRE A“RIGHT OF WAY EXCAVATION PERMIT”. CONTRACTOR IS RESPONSIBLE FOR AQUIRING THIS PERMIT PRIOR TO CONSTRUCTION IF APPLICABLE6. GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL POLLUTION DISCHARGE ELIMINATIONSYSTEM (NPDES) PERMIT REQUIREMENTS & PERMIT REQUIREMENTS OF THE CITY.7. PROPOSED SPOT GRADES ARE FLOW-LINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISE NOTED.8. GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND 1% MIN. AND 2% MAX. CROSS SLOPE, UNLESS OTHERWISENOTED.9. PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS. MAXIMUM SLOPES IN MAINTAINED AREAS IS 4:1.10. PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL TYPES GREATER THAN 4' IN HEIGHT SHALL BE DESIGNED ANDENGINEERED BY A REGISTERED RETAINING WALL ENGINEER. DESIGN DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TOCONSTRUCTION.11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES THROUGHOUT THE DURATION OF CONSTRUCTION TOESTABLISH PROPER GRADES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR A FINAL FIELD CHECK OF FINISHED GRADES ACCEPTABLETO THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO TOPSOIL AND SODDING ACTIVITIES.12. IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO ANAREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE.13. EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. THECONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED INEMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALL SUBCUT CUT AREAS, WHERETURF IS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUMDEPTH OF 6 INCHES.14. FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDINGADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPESBETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISHGRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVEBECOME RUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THECONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEWWORK.15. PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND/OR PARKING AREA SUBGRADE. THECONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THEDIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALLDETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BECOMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. NO TEST ROLL SHALL OCCUR WITHIN 10' OF ANYUNDERGROUND STORM RETENTION/DETENTION SYSTEMS.16. AN OSHA-APPROVED QUALIFIED PERSON SHOULD REVIEW THE SOIL CLASSIFICATION PRESENTED IN THE GEOTECHNICAL REPORT IN THE FIELD.EXCAVATIONS MUST COMPLY WITH CURRENT OSHA REQUIREMENTS IN THE CODE OF FEDERAL REGULATIONS PERTAINING TO EXCAVATIONSAND TRENCHES. EXCAVATION SAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR. 17. TOLERANCES17.1. THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.30 FOOT ABOVE, OR 0.30 FOOT BELOW, THEPRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE.17.2. THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE.17.3. AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESSDIRECTED OTHERWISE BY THE ENGINEER.17.4. TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS.17.5. FINISH GRADING FOR HARDSCAPE AREAS IE. PARKING LOTS, CURBS, SIDEWALKS SHALL BE WITHIN 0.05 FEET. ADA AREAS MUST COMPLYWITH REQUIREMENTS ON PLANS AND ADA REGULATIONS. TOLERANCE WITHIN ADA AREAS IS 0.00 FEET DISCUSS ANY DEVIATIONS WITHENGINEER PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY CURB, SIDEWALK AND/OR PAVEMENT REPLACEMENT THATDOES NOT MEET TOLERANCE/ADA REQUIREMENTS.18. MAINTENANCE18.1. THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION, AND KEEP AREA FREE OF TRASH AND DEBRIS.18.2. CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED, ERODED AND RUTTED AREAS TO SPECIFIED TOLERANCES. DURINGTHE CONSTRUCTION, IF REQUIRED, AND DURING THE WARRANTY PERIOD, ERODED AREAS WHERE TURF IS TO BE ESTABLISHED SHALL BERESEEDED AND MULCHED.18.3. WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENT CONSTRUCTION OPERATIONS OR ADVERSE WEATHER,CONTRACTOR SHALL SCARIFY, SURFACE, RESHAPE, AND COMPACT TO REQUIRED DENSITY PRIOR TO FURTHER CONSTRUCTION.SEE SWPPP ON SHEETS SW1.0 - SW1.3EROSION CONTROL NOTES:CONSTRUCTION LIMITSREVISION SUMMARYDATEDESCRIPTION01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallRGROUNDWATER ELEVATION PERBORINGBORINGGROUND WATERELEVATIONST-1NEST-2NEST-3NEST-4NEST-5NEST-6NEST-7NEST-8NEST-9NEST-10NEST-11NEST-12NEPER GEOTECHNICAL REPORT COMPLETED BY BRAUNINTERTEC, INC. ON 01/14/2025SPOT GRADE ELEVATION BOTTOM OFRETAINING WALL / TOP OF RETAINING WALL891.00 BW/TWSPOT GRADE ELEVATION RIM ELEVATION891.00 REPage 345 of 1184 5,864 SFOFFICE / COMMERCIALDROP-OFF1,479 SFTRASH / SERVICE24,207 SFPARKINGTERRACE4,200 SFLOBBYUP TOLEVEL1.5DOWN TOLEVEL P1SERVICEENTRANCE232 SFFIRE PUMP395 SFELECGARAGEEXHAUST568 SFBIKE308 SFTRASHCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSUNDERGROUND INFILTRATION BASIN 1P180.67 LF (2 ROWS @ 80 LF & TWO HEADERS @10.33 LF) 42'' PERF. CMP12'' SIDE & END STONE, 16'' STONE SEPARATION,6'' STONE COVER & 6'' STONE BASESYSTEM FOOTPRINT = 89' X 10.33'IE STONE=921.50IE PIPE=922.00OE 15" ORIFICE=924.80TOP OF 42'' PIPE=925.50TOP STONE=926.00BAFFLE ELEV=923.75TOTAL SYSTEM CAPACITY=2,675 CFEOF OF SYSTEM = EXIST CB RE=928.310.01.0UNDERGROUND INFILTRATION BASIN 2P45" CHAMBER HEIGHT ADS STORMTECHMC-3500 ARCH SYSTEM18 CHAMBERS12'' SIDE & END STONE, 9'' STONE SEPARATION,12'' STONE COVER & 9'' STONE BASESYSTEM FOOTPRINT=91.74' X 8.42'-15.59' WIDTHIE STONE=923.50IE ARCH PIPE=924.25OE 12" ORIFICE=927.35TOP OF PIPE=928.00TOP STONE =929.00TOTAL SYSTEM CAPACITY=3,631 CFEOF OF SYSTEM = EXIST CB RE=928.710.010.08'' CIP WATER MAIN PER CITY (PERRECORD). CONFLICTS WITH SURVEYDATA (FIELD VERIFY)8'' DIP WATER MAIN PER CITY (PERRECORD). CONFLICTS WITHSURVEY DATA (FIELD VERIFY)MAKE WET TAP CONNECTIONTO EXISTING 8'' CIP WATERMAIN (PER RECORD)(FIELDVERIFY SIZE & MATERIALTWO 45° BENDSGV & VALVE BOX8'' COMBINED DIP WATER SERVICE& FIRE SERVICE, STUB TO W/I 5'FROM BUILDING, COORD. W/MECH'L PLANS.GV & VALVE BOXFIRE DEPARTMENT CONNECTION.COORD. W/ MECH'L20 LF 6" PVC SDR 26SANITARY SERVICE @ 2.00%EXISTING 6'' SANITARYSERVICE (PER CITY)(FIELD VERIFY)SANMH 1 - 48'' STRUCTURERE=928.24EXIST 6'' IE (S) ≈ 917.1(FIELD VERIFY PRIOR TO CONSTRUCTION)PROP 6'' IE (NW) = 917.60COORD. W/ CITYSTUB SANITARY TO 5' FROMBUILDING IE @ STUB=918.00COORD. W/ MECH'L PLANSSTUB STORM TO 5' FROMBUILDING IE @ STUB=928.50COORD. W/ MECH'L PLANS9 LF 12'' SCH. 40 PVCSTORM @ 2.00%OUTLET IE=926.25INLET IE=926.13REPLACE RIM W/ TYPE "BB"CASTING. SEE CITY DETAIL.UTILITY CROSSINGLUMEN DUCTSTUB STORM TO 5' FROMBUILDING IE @ STUB=924.62COORD. W/ MECH'L PLANS6 LF 12'' SCH. 40 PVCSTORM @ 2.00%INLET IE=924.50EOF=928.7OUTLET IE=923.75EOF=928.3HYD. & GV PERCITY STANDARDS22 LF TRENCH DRAINRIM=932.35BOT=930.35IE=924.62SEE DETAIL6 LF 12" SCH. 40 PVCSTORM @ 2.00%DIRECT APPROX. 12,700 SF (≈ 40%)OF UPPER ROOF STORM WATERRUNOFF TO EAST TO BASIN 2PDIRECT APPROX. 16,700 SF (≈60%)OF UPPER ROOF STORM WATERRUNOFF TO WEST TO BASIN 1P8''X6'' TEEINLET IE=924.505 LF 15" RCPSTORM @ 2.00%OCS 1-48"RIM=929.20IE(E)=923.65IE(W)=924.805 LF 15" RCPSTORM @ 2.00%MAKE CONNECTION TO EXISTINGCATCH BASIN W/ 15'' RCPEXISTING RE=928.3EXISTING IE (W)=924.6PROP IE (E)=924.70RESHAPE BENCH. COORD. W/ CITYCBMH 1RIM=932.17IE(N)=926.25IE(W)=928.32IE(S)=926.25SUMP=922.25INSTALL SAFL BAFFLE6 LF 12" HDPESTORM @ 2.00%CBMH 3RIM=931.25IE=927.2525 LF 12" RCPSTORM @ 1.00%CBMH 2RIM=932.14IE=927.0025 LF 12" RCPSTORM @ 1.00%25 LF 15" RCPSTORM @ 2.00%OCS 2-48"RIM=932.55IE(N)=925.75IE(SW)=927.3562 LF 15" RCPSTORM @ 3.47%MAKE CONNECTION TO EXISTINGCATCH BASIN W/ 15'' RCPEXISTING RE=928.7EXISTING IE (SW)=925.1PROP IE (NE)=925.20RESHAPE BENCH COORD. W/ CITYCOPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION02/24/2025LAND USE APPLICATIONPROJECT MANAGER MATT PAVEKCONTACT NUMBER 612-615-0060 EXT. 701DRAWN BYJRREVIEWED BY MPPROJECT NUMBER 2461444263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.02/24/2025ARCADIA 5115 ARCADIA AVENUE, EDINA, MN 55436 OPUS DEVELOPMENT COMPANY 10350 BREN RD W, MINNETONKA, MN 55343 Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER GENERAL UTILITY NOTES:UTILITY PLAN LEGEND:CITY OF EDINA UTILITY NOTES:1. RESERVED FOR CITY SPECIFIC UTILITY NOTES.CATCH BASINGATE VALVE AND VALVE BOXSANITARY SEWERSTORM SEWERWATER MAINPROPOSED FIRE HYDRANTMANHOLEFES AND RIP RAPCONSTRUCTION LIMITSDRAINTILETRENCH DRAINREVISION SUMMARYDATEDESCRIPTIONC4.0UTILITY PLAN01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallR1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FORUTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT AREDAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.2. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT.3. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS.4. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND RE-USED OR PLACED AT THE DIRECTION OF THE OWNER.5. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE OR TO END OF FLARED END SECTION.6. UTILITIES CONNECTIONS ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDING FOOTPRINT. THE CONTRACTOR IS ULTIMATELYRESPONSIBLE FOR THE FINAL CONNECTION TO BUILDING LINES. COORDINATE WITH ARCHITECTURAL AND MECHANICAL PLANS.7. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.15FEET PER DETAILS. RIM ELEVATIONS SHOWN ON THIS PLAN DO NOT REFLECT SUMPED ELEVATIONS.8. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB UNLESS OTHERWISE NOTED.9. HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCE WITH CITY REQUIREMENTS. HYDRANT EXTENSIONS ARE INCIDENTAL.10. A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE REQUIRED TOMAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL.11. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITIES, UNLESSOTHERWISE NOTED.12. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH CITY STANDARDS AND COORDINATED WITH THE CITY PRIOR TOCONSTRUCTION.13. CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE-DRILLED.14. COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH THE MECHANICAL DRAWINGS.15. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF UTILITIES WITH ADJACENT CONTRACTORS AND CITY STAFF.16. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL PAVEMENT CONNECTIONS SHALLBE SAWCUT. ALL TRAFFIC CONTROLS SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTSOF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE BUT NOT BELIMITED TO SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALLTIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY.17. ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROPOSED GRADES WHERE REQUIRED. THE REQUIREMENTS OF ALLOWNERS MUST BE COMPLIED WITH. STRUCTURES BEING RESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFICLOADING.18. CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY COMPANIES.19. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE TO UTILITIES. COORDINATE THE INSTALLATION OF IRRIGATIONSLEEVES NECESSARY AS TO NOT IMPACT INSTALLATION OF UTILITIES.20. CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPONCOMPLETION OF WORK.21. FOR ALL SITES LOCATED IN CLAY SOIL AREAS, DRAIN TILE MUST BE INSTALLED AT ALL LOW POINT CATCH BASINS 25' IN EACH DIRECTION.SEE PLAN AND DETAIL. INSTALL LOW POINT DRAIN TILE PER PLANS AND GEOTECHNICAL REPORT RECOMMENDATIONS ANDREQUIREMENTS.22. AN OSHA-APPROVED QUALIFIED PERSON SHOULD REVIEW THE SOIL CLASSIFICATION PRESENTED IN THE GEOTECHNICAL REPORT IN THEFIELD. EXCAVATIONS MUST COMPLY WITH CURRENT OSHA REQUIREMENTS IN THE CODE OF FEDERAL REGULATIONS PERTAINING TOEXCAVATIONS AND TRENCHES. EXCAVATION SAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR. Page 346 of 1184 COPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION02/24/2025LAND USE APPLICATIONPROJECT MANAGER MATT PAVEKCONTACT NUMBER 612-615-0060 EXT. 701DRAWN BYJRREVIEWED BY MPPROJECT NUMBER 2461444263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.02/24/2025ARCADIA 5115 ARCADIA AVENUE, EDINA, MN 55436 OPUS DEVELOPMENT COMPANY 10350 BREN RD W, MINNETONKA, MN 55343 Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNERC5.0CIVIL DETAILSREVISION SUMMARYDATEDESCRIPTIONHEIGHT VARIES, SEE GRADING PLANRETAINING WALLN T SFENCE OR RAILING - INSTALL PER PERMANUF. SPECS. SHOP DRAWINGSREQUIREDTOPSOIL &PLANTINGS, SEEPLAN FORSPECIFIC FINISHEDCONDITIONMODULAR BLOCKRETAINING WALL UNITSAS SPECIFIED (TYP.)GEOGRID REINFORCEMENTAS SPECIFIED-VERIFY LENGTH WITHENGINEER12" WIDE DRAINAGE LAYER95% COMPACTED BACKFILLSOIL IN 6" LIFTS4" DIA. PERF. DRAINTILE W/ SOCK6" MIN. COMPACTEDLEVELING PADIN SITU & COMPACTED SUBGRADELIMIT OF EXCAVATIONNOTES:1. THESE SECTIONS ARE FOR ESTIMATING PURPOSESONLY. CONTRACTOR TO SUBMIT TO LANDSCAPEARCHITECT CERTIFIED DRAWING BY A MINNESOTAPROFESSIONAL ENGINEER ON STAFF WITH RETAININGWALL MANUFACTURER PRIOR TO WALL INSTALLATION.PREPARATION AND CERTIFICATION TO BE PAID FORBY THE CONTRACTOR. SECTION AND ELEVATION OFEACH WALL REQUIRED.2. ALL SOIL PARAMETERS SHALL BE VERIFIED BY AGEOTECHNICAL CONSULTANT OR SITE ENGINEERPRIOR TO CONSTRUCTION. IF ACTUAL SITECONDITIONS DIFFER FROM THOSE ASSUMED, NOTIFYMANUFACTURER OF C.M.U. RETAINING WALL 72HOURS PRIOR TO INSTALLATION.3. RAILING IS REQUIRED ON RETAINING WALLS INLOCATIONS WHERE DIFFERENCES IN GRADE ONEITHER SIDE OF THE WALL ARE IN EXCESS OF 2.5' ANDARE LOCATED CLOSER THAN 4' TO A WALK, PATH,PARKING AREA, OR DRIVE ACCESS ON THE HIGHSIDE-SEE PLANS.4. COORDINATE LOCATION AND INSTALLATION OFRAILING POSTS AND FOOTINGS DURING THEINSTALLATION OF WALL MATERIALS.5. COORDINATE INSTALLATION OF RAIL POSTS ANDFOOTINGS WITH INSTALLATION AND LOCATION OFGEOGRID REINFORCEMENT. AT NO POINTTHROUGHOUT THE DURATION OF THE CONTRACTSHALL CONTRACTOR ALTER THE INTEGRITY OF THEGEOGRID OR WALL MATERIALS.6. AIR DRIVE RAILING FOOTINGS AS SPECIFIED AND IN AMANNER TO NOT DISTURB THE WALL GEOGRID ASRECOMMENDED BY THE WALL MANUFACTURER.COORDINATE INSTALLATION AND SCHEDULING OFRAILING FOOTING WITH WALL MANUFACTURER TOOBSERVE INSTALLATION OF RAILING FOOTINGS.CAP BLOCKIN SITUSUBGRADE.APPROX. 4', SEE MANUF.SPECS. & SHOP DWG.RETAINING WALL SYSTEM, INSTALL PER MANUF. SPECS./INSTRUCT. ADJ. PVMT./FINISHSEE PLANS AND DETAILS "SLEEVE-IT" POST ANCHOR SYSTEM,INSTALL PER MANUF. COORD. W/RETAINING WALL CONTRACTOR.7EXTERIOR SITE STAIR & HANDRAILN T SNOTES:1. SOIL TESTING, COMPACTION, AND BACKFILLING SHALL BE IN ACCORDANCE TO THE GEO-TECHNICALRECOMMENDATIONS OR AS SPECIFIED.2. SUBMIT RAILING SHOP DRAWINGS FOR REVIEW BY THE LANDSCAPE ARCHITECT PRIOR TO FABRICATION. COORDINATEFABRICATION OF RAILING WITH OTHER RAIL OR FENCE TYPES. SHOP DRAWINGS SHALL BE COMPLIANT WITH CURRENTADA ACCESSIBILITY REQUIREMENTS.3. COORDINATE INSTALLATION OF RETAINING WALL PRIOR TO INSTALLATION OF STAIRS-SEE RETAINING WALL DETAIL.4. NO SPACE SHALL BE ALLOWED BETWEEN STAIRS AND RETAINING WALL UNLESS OTHERWISE SHOWN. CONCRETE SHALLDIRECTLY ABUT FACE OF RETAINING WALL.8"VERIFY WALK WIDTHS WITH SITE PLAN.REGARDLESS OF SITE PLAN LAYOUT,ENSURE MIN. 36" BETWEEN HANDRAILS.18" TYP.SECTION12"TYP.FINISHED GRADE12"24" TYP 12" TYP.12"TREAD6" RISER 1%12"24"VARIES, SEE PLAN4" TYP. FROM EDGE OF CHEEK WALL TO CENTER OF RAIL.PLAN12"8" SEE PLANS 12" TYP.24"36"FINISHED GRADECOMPACTED SUBGRADE12" WIDE EXPANSION JOINT WITH SEALANT.8"L #4 STEEL DOWEL WITH SLEEVE (TYP.)PAVEMENT,SEE PLANS#4 REBAR AT 12" O.C.BOTH WAYS (TYP.)CORE AND GROUT RAIL INTO PLACE,MIN. 6" DEPTH.6" DEPTH, CLASS 5AGGREGATE BASECOORD. W/ARCH'LAND OWNER ONRAILING SELECTIONEXISTINGSTOOP8" WIDE CONC. CHEEKWALL (TYP.)TOP OFCHEEK WALL#3 REBAR AT EACH NOSING12" DIA. RADIUS (TYP.)BROOM FINISH TREADS PERPENDICULAR TO TRAFFICPROPOSEDGRADEBOTTOM OFCHEEK WALL TOBE 6" BELOWGRADECOORD. W/ARCH'LAND OWNER ONRAILING SELECTION9TRENCH DRAINN T SEXPANSION JOINTVARIES SEE PLAN8" 10"6"TRENCH DRAIN FRAME & COVER NEENAHR-4999-L2 OR APPROVED EQUAL HEAVY DUTYGRATED COVER. GRATE COVER TO BE TYPE"L" SEE PLAN FOR TRENCH LENGTHSLOPE BOTTOM TOOUTLET, SEE UTILITYPLAN6#6 LONG'L.#6 @ 2'-0" O.C.CONCRETE SLAB ONGRADE, SEE LANDSCAPE PLANFOR JOINTS.6"8"10"8"6"6"EXPANSION JOINT6EXPANSION JOINT SEALANT DETAILSN T SNOTES:1. SEPARATING TAPE OR BACKERMATERIAL REQUIRED TO PREVENT JOINTSEALANT FROM FLOWING INTO SAWCUT,TO SEPARATE NONCOMPATIBLEMATERIALS AND TO PREVENT SEALANTFROM BONDING TO BOTTOM OFRESERVOIR.2. TOP OF SEALANT WILL BE 1/8" TO 1/4"BELOW TOP OF PAVEMENT.W= WIDTH OF SEALANT RESERVOIR1/2" MINIMUN5/8" MAXIMUMEXCEPT FOR 3/4" EXPANSIONJOINTSD= DEPTH OF SEALANT1.0 TO 1.5 TIMES WT= DEPTH OF INTIAL SAWCUT, 1/4 OFTHE SLAB THINKNESS FORPAVEMENT LESS THAN 12"POURED JOINTSEALANTSEPARATING TAPE SEENOTE 1SEE NOTE 2POURED JOINTSEALANTSEE NOTE 2BACKER MATERIAL SEENOTE 1WD TTWDPOURED JOINTSEALANTSEE NOTE 2BACKER MATERIALSEE NOTE 1T WDCOMPACTED CLASS 5AGGREGATE BASE. SEESOIL REPORT FORDEPTH, 6" MIN.EXTERIOR BUILDING WALLCONCRETEPAVEMENTCONCRETEPAVEMENTCONCRETEPAVEMENTCONCRETEPAVEMENTCONCRETEPAVEMENT4BITUMINOUS PAVEMENT - ALL TYPESN T S"A" WEAR COURSE (MNDOT2360 - SPWEA340B)TACK COAT (MNDOT 2357)"B" BASE COURSE (MNDOT2360 - SPNWB330B)"C" CLASS 5 AGGREGATESUBBASE (MNDOT 3138)COMPACTED SUBGRADE(100% OF STANDARDPROCTOR MAX. DRYDENSITY)PAVEMENT DESIGNTYPEWEAR (A) BASE (B) AGG.(C)NOTE:IF NO DESIGN IS DEFINED IN ABOVE CHART, SEEGEOTECH REPORT FOR FINAL PAVEMENT SECTION.IF DESIGN IS DEFINED IN ABOVE CHART, IT SHOULD BECONSIDERED FOR BIDDING PURPOSES ONLY. REFER TOGEOTECH FOR FINAL PAVEMENT SECTION.1LIGHT DUTY X"X" X"HEAVY DUTY X"X" X"DOWELED JOINT BETWEEN TWO PAVEMENTSN T S"D" - DENOTES DOWEL DIAMETER"T" - DENOTES PAVEMENT THICKNESSNOTES:1. EITHER ONE PIECE OR THREADED SPLIT-TYPE DOWELMAY BE USED.2. USE THICKENED EDGE ON NEW PAVEMENT WHENEXISTING PAVEMENT HAS THICKENED EDGE.DRILL & GROUT DOWELEPOXY COATEDDOWEL SCHEDULEDOWEL SIZE DIA. LENGTHSPACING8" OR LESS34"16"12" 0.C.9" - 11"1"16"12" 0.C.12"-15"1-1/4"20"15" O.C.16" OR MORE1-1/2"20"18" O.C.16" OR MORE1-1/2"22"24" O.C."T""T"/2 +/- "D"/2PROPOSED NEW PVMT/CURB OF OTHER CONC STRUCTURE,SEE PLANEXISTING PVMT. OR EXISTING/PROPOSED NEW PVMT./CURBOR OTHER CONC. STRUCTURE, SEE PLAN3N T SB-612 CONCRETE CURB AND GUTTER7"13 1/2"6"FINISHED GRADEFINISHED GRADE3" RADIUS CORNERS1:3 BATTER SLOPE GUTTER 3/4"/1'0.5% SLOPE-CONSTRUCT WITH REVERSESLOPE GUTTER WHERE THE PAVEMENTSLOPES AWAY FROM CURB1/2" RADIUS6"8"12"CLASS 5 AGGREGATE SUB-BASE,COORD. BITUMINOUS PAVEMENTDETAIL (6" MIN.)COMPACTED SUB-BASE, EXIST.NATIVE OR PER SOILS REPORTNOTE:1. INSTALL CONSTRUCTION JOINTS AT 10'-0" O.C. +/-2. BASE DEPTH DEPENDANT UPON SOIL CONDITIONS1/2" RADIUS5DOWNSPOUT TO PIPE CONNECTIONN T SVARIES BUILDING DOWNSPOUT REFER TOARCH'L6" SLOTTED DRAIN CAPCOMPACTED SOIL6" PVC SEWER RISER PIPE(LENGTH AS REQUIRED)6 PVC LONG RADIUS 14 BENDSEWER ELBOW6" PVC SEWER PIPECRUSHED AND COMPACTEDSTONEFINISHED GRADEFINISHED GRADE IF PVMT.2"2" AIR GAP8FINISHED GRADENOTES:1. INSTALLATION SHALL BE CERTIFIED AND IN ACCORDANCE TO AN ON-SITE A.C.I. TECHNICIAN AS SPECIFIED.2. SEE GEO-TECHNICAL RECOMMENDATIONS FOR GROSS WEIGHT REQUIREMENTS.3. IF NO DESIGN IS DEFINED IN CHART, SEE GEOTECH REPORT FOR FINAL PAVEMENT SECTION.4. IF DESIGN IS DEFINED IN CHART, IT SHOULD BE CONSIDERED FOR BIDDING PURPOSES ONLY. REFER TO GEOTECH FORFINAL PAVEMENT SECTION.5. CONCRETE PADS. ON-SITE SHALL INCLUDE FIBER REINFORCING - 5 LBS./C.Y. CONC. MACRO-FIBERS PER ASTM C1116 ORSTEEL REINFORCEMENT #4 @ 16"FIBER-REINFORCED CONCRETEN T S (PRIVATE PROPERTY)SAW CUT JOINT,SEE DETAIL (TYP.)LIGHT BROOM FINISHPERPENDICULAR TOTRAFFIC"A" CONCRETE ASSPECIFIED"B" CLASS 5AGGREGATE BASECOMPACTEDSUBGRADETHIS OCCURS ONLY WHEREMULCH MEETS EDGE OF WALKLEAVE TOP OF MULCH DOWN1" FROM TOP OF WALKPAVEMENT DESIGNTYPECONC. (A) AGG.(B)CURING:1. APPLY CURING COMPOUNDS IMMEDIATELY UPON FINAL FINISHING OF CONC. SURFACE IN ACCORDANCE WITHMANUFACTURER'S INSTRUCTION AND THE SPECIFICATIONS BELOW.2. ALL CONC. SURFACES SHALL HAVE CURING COMPOUNDS ALLIED PER ASTM C-1315. AT 200 S.F. PER GAL.3. ALL CURING COMPOUNDS SHALL BE TYPE 1 (CLEAR) AND CONTAIN ACRYLIC BASED CLASS B RESTRICTED RESIN SOLIDS.5 LBS. / C.Y. CONC. MACRO-FIBERREINFORCING OR STEELREINFORCEMENT #4 @ 16"JOINT DEPTH T/32TRASH PAD8"6"Page 347 of 1184 COPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION02/24/2025LAND USE APPLICATIONPROJECT MANAGER MATT PAVEKCONTACT NUMBER 612-615-0060 EXT. 701DRAWN BYJRREVIEWED BY MPPROJECT NUMBER 2461444263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.02/24/2025ARCADIA 5115 ARCADIA AVENUE, EDINA, MN 55436 OPUS DEVELOPMENT COMPANY 10350 BREN RD W, MINNETONKA, MN 55343 Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNERC5.1CIVIL DETAILSREVISION SUMMARYDATEDESCRIPTIONUNDERGROUND INFILTRATION SYSTEMN T S216" MIN. 6" MIN.1. INSTALL SILT FENCE AND/OR OTHER APPROPRIATE TEMPORARY EROSION CONTROL DEVICESTO PREVENT SEDIMENT FROM LEAVING OR ENTERING THE PRACTICE DURING CONSTRUCTION.2. ALL DOWN-GRADIENT PERIMETER SEDIMENT CONTROL BMP'S MUST BE IN PLACE BEFORE ANYUP-GRADIENT LAND DISTURBING ACTIVITY BEGINS.3. PERFORM CONTINUOUS INSPECTIONS OF EROSION CONTROL PRACTICES.4. AFTER SUBGRADE EXCAVATION BUT PRIOR TO CONSTRUCTION/INSTALLATION OF THESTORMWATER BMP, CONTRACTOR SHALL HAVE GEOTECHNICAL ENGINEER PERFORMDOUBLE-RING INFILTROMETER TEST. TEST SHALL OCCUR AT BOTTOM OF SUBGRADEELEVATION OF STORMWATER BMP (CHAMBERS, INFILTRATION BASINS ETC.) AT LOCATION(S)DETERMINED BY THE GEOTECHNICAL ENGINEER ON SITE. REPORT INFILTRATION RATES OFSOILS (NATIVE OR IMPORTED) TO CIVIL ENGINEER PRIOR TO ANY INSTALLATION RELATED TOTHE BMP. TESTING SHOULD YIELD RESULTS OF APPROXIMATELY TWICE THE DESIGN RATE,PROVIDING A SAFETY FACTOR CONSISTENT WITH SECTION 16.11 OF THE NPDESCONSTRUCTION STORMWATER PERMIT. IF TEST RESULTS EXCEED 8.5 INCHES PER HOUR,SECTION 16.16 REQUIRES THAT SOILS BE AMENDED TO SLOW THE INFILTRATION RATE BELOW8.3 INCHES PER HOUR.5. POST CONSTRUCTION TESTING OF THE INFILTRATION RATE AND DRAWDOWN PERIOD WILL BEREQUIRED. POST CONSTRUCTION TESTING SHOULD YIELD RESULTS OF APPROXIMATELYTWICE THE DESIGN RATE, PROVIDING A SAFETY FACTOR CONSISTENT WITH SECTION 16.11 OFTHE NPDES CONSTRUCTION STORMWATER PERMIT. IF TEST RESULTS EXCEED 8.5 INCHES PERHOUR, SECTION 16.16 REQUIRES THAT SOILS BE AMENDED TO SLOW THE INFILTRATION RATEBELOW 8.3 INCHES PER HOUR.6. INSTALL UTILITIES (WATER, SANITARY SEWER, ELECTRIC, PHONE, FIBER OPTIC, ETC) PRIOR TOTHE STORMWATER SYSTEM.7. PERFORM ALL OTHER SITE IMPROVEMENTS.8. SEED AND MULCH ALL AREAS AFTER DISTURBANCE.9. CONSTRUCT RETENTION DEVICE UPON STABILIZATION OF CONTRIBUTING DRAINAGE AREA.10.IMPLEMENT TEMPORARY AND PERMANENT EROSION CONTROL PRACTICES.11.PLANT AND MULCH SITE.12.REMOVE TEMPORARY EROSION CONTROL DEVICES AFTER THE CONTRIBUTING DRAINAGEAREA IS ADEQUATELY VEGETATED.GENERAL NOTES1. IN THE EVENT THAT SEDIMENT IS INTRODUCED INTO THE BMP DURING OR IMMEDIATELYFOLLOWING EXCAVATION, THIS MATERIAL SHALL BE REMOVED FROM THE PRACTICE PRIOR TOCONTINUING CONSTRUCTION.2. GRADING OF RETENTION DEVICES SHALL BE ACCOMPLISHED USING LOW-COMPACTIONEARTH-MOVING EQUIPMENT TO PREVENT COMPACTION OF UNDERLYING SOILS.3. ALL SUB MATERIALS BELOW THE SPECIFIED RETENTION DEPTH (ELEVATION) SHALL BEUNDISTURBED, UNLESS OTHERWISE NOTED.4. SEE UTILITY PLAN / SHOP DRAWINGS FOR SYSTEM LAYOUT.5. TYPICAL DETAILS ARE FOR REFERENCE ONLY. THE CONTRACTOR IS RESPONSIBLE FORCOORDINATING WITH REVIEWED SHOP DRAWINGS.CONSTRUCTION SEQUENCING12"16"12"PAVEMENT / LANDSCAPING / SODPERFORATED 42" CMP / HDPECONTRACTOR TO CONFIRM FREE DRAINING SOILS EXIST AT BASE OFSYSTEM. IF NECESSARY, CONTRACTOR MUST OVEREXCAVATE TOREACH SUITABLE SOILS. COORD. W/ GEOTECH. AND CIVIL ENGINEERS.INFILTRATION RATES TO BE BETWEEN 0.45-8.3 IN/HR.SUGRADE SOILS (IN-SITU SAND)FABRIC WRAP TOP AND SIDES WITHMNDOT TYPE 1 GEOTEXTILE(MNDOT 3733)GRADEKEY1. TOPSOIL2. FREE DRAINING ANGULAR DOUBLE WASHED STONE 3/4" - 2" PARTICLE SIZE - NON CARBONATE (LIMESTONE)AND NON CONCRETE. COORDINATE MATERIAL / PARTICLE SIZE W/ MANUFACTURER. INSTALL TO MIN. 95%STANDARD DENSITY PER AASHTO T99.1Page 348 of 1184 COPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION02/24/2025LAND USE APPLICATIONPROJECT MANAGER MATT PAVEKCONTACT NUMBER 612-615-0060 EXT. 701DRAWN BYJRREVIEWED BY MPPROJECT NUMBER 2461444263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.02/24/2025ARCADIA 5115 ARCADIA AVENUE, EDINA, MN 55436 OPUS DEVELOPMENT COMPANY 10350 BREN RD W, MINNETONKA, MN 55343 Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNERC5.2CIVIL DETAILSREVISION SUMMARYDATEDESCRIPTIONPage 349 of 1184 CONSTRUCTIONLIMITSCONSTRUCTIONLIMITSINLET PROTECTION ATEXISTING CATCH BASINBEING REMOVED, TYP.INLET PROTECTION AT EXISTINGCATCH BASIN TO REMAIN, TYPCONTRACTOR TO PROVIDEINLET PROTECTION AT ALLDOWNSTREAM CATCH BASINS.CONTRACTOR TO PROVIDEINLET PROTECTION AT ALLDOWNSTREAM CATCHBASINS.INLET PROTECTIONAT EXISTING CATCHBASIN TO REMAIN,TYPCONSTRUCTIONENTRANCEINLET PROTECTION AT EXISTINGCATCH BASIN BEINGREMOVED(RIM/CASTINGREPLACEMENT), TYP.PERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.PERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.CONSTRUCTIONENTRANCECOPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION02/24/2025LAND USE APPLICATIONPROJECT MANAGER MATT PAVEKCONTACT NUMBER 612-615-0060 EXT. 701DRAWN BYJRREVIEWED BY MPPROJECT NUMBER 2461444263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.02/24/2025ARCADIA 5115 ARCADIA AVENUE, EDINA, MN 55436 OPUS DEVELOPMENT COMPANY 10350 BREN RD W, MINNETONKA, MN 55343 Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNERSW1.0SWPPP - EXISTINGCONDITIONS1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES.CITY OF EDINA EROSION CONTROL NOTES:SWPPP LEGEND:EX. 1' CONTOUR ELEVATION INTERVALINLET PROTECTIONSTABILIZED CONSTRUCTION ENTRANCEDRAINAGE ARROWSILT FENCE / BIOROLL - GRADING LIMIT1125ALL SPECIFIED EROSION AND SEDIMENT CONTROLPRACTICES, AND MEASURES CONTAINED IN THISSWPPP ARE THE MINIMUM REQUIREMENTS.ADDITIONAL PRACTICES MAY BE REQUIRED DURINGTHE COURSE OF CONSTRUCTION.REVISION SUMMARYDATEDESCRIPTION1. ALL EXISTING UTILITY LOCATIONS SHOWN AREAPPROXIMATE. CONTACT "GOPHER STATE ONE CALL"(651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALLREPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGEDDURING CONSTRUCTION AT NO COST TO THE OWNER.2. THIS PROJECT IS GREATER THAN ONE ACRE AND WILLREQUIRE AN MPCA NPDES PERMIT. CONTRACTOR ISRESPONSIBLE FOR OBTAINING ANY EROSION CONTROLPERMITS REQUIRED BY THE CITY.3. SEE SHEETS SW1.0 - SW1.3 FOR ALL EROSION CONTROLNOTES, DESCRIPTIONS, AND PRACTICES.4. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSIONCONTROL NOTES.5. CONTRACTOR IS RESPONSIBLE FOR SWPPPIMPLEMENTATION, INSPECTIONS, MAINTENANCE ANDCOMPLIANCE WITH THE PERMIT.SWPPP NOTES:01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallRPage 350 of 1184 CONSTRUCTIONLIMITSCONSTRUCTIONLIMITSINLET PROTECTION AT EXISTINGCATCH BASIN TO REMAIN, TYPCONTRACTOR TO PROVIDEINLET PROTECTION AT ALLDOWNSTREAM CATCH BASINS.CONTRACTOR TO PROVIDEINLET PROTECTION AT ALLDOWNSTREAM CATCHBASINS.INLET PROTECTIONAT EXISTING CATCHBASIN TO REMAIN,TYPINLET PROTECTION ATPROPOSED CATCHBASIN, TYPCONSTRUCTIONENTRANCEPLACE EROSIONCONTROL BLANKETON ALL SLOPES 4:1 ORSTEEPER, TYP.(MNDOT CATEGORY 3)PERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.PERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.CONSTRUCTIONENTRANCECOPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION02/24/2025LAND USE APPLICATIONPROJECT MANAGER MATT PAVEKCONTACT NUMBER 612-615-0060 EXT. 701DRAWN BYJRREVIEWED BY MPPROJECT NUMBER 2461444263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.02/24/2025ARCADIA 5115 ARCADIA AVENUE, EDINA, MN 55436 OPUS DEVELOPMENT COMPANY 10350 BREN RD W, MINNETONKA, MN 55343 Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNERSW1.1SWPPP - PROPOSEDCONDITIONS1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES.CITY OF EDINA EROSION CONTROL NOTES:SWPPP LEGEND:INLET PROTECTIONSTABILIZED CONSTRUCTION ENTRANCEDRAINAGE ARROW1.0' CONTOUR ELEVATION INTERVALSILT FENCE / BIOROLL - GRADING LIMITEROSION CONTROL BLANKET1137REVISION SUMMARYDATEDESCRIPTION1. ALL EXISTING UTILITY LOCATIONS SHOWN AREAPPROXIMATE. CONTACT "GOPHER STATE ONE CALL"(651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALLREPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGEDDURING CONSTRUCTION AT NO COST TO THE OWNER.2. THIS PROJECT IS GREATER THAN ONE ACRE AND WILLREQUIRE AN MPCA NPDES PERMIT. CONTRACTOR ISRESPONSIBLE FOR OBTAINING ANY EROSION CONTROLPERMITS REQUIRED BY THE CITY.3. SEE SHEETS SW1.0 - SW1.3 FOR ALL EROSION CONTROLNOTES, DESCRIPTIONS, AND PRACTICES.4. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSIONCONTROL NOTES.5. CONTRACTOR IS RESPONSIBLE FOR SWPPPIMPLEMENTATION, INSPECTIONS, MAINTENANCE ANDCOMPLIANCE WITH THE PERMIT.SWPPP NOTES:ALL SPECIFIED EROSION AND SEDIMENT CONTROLPRACTICES, AND MEASURES CONTAINED IN THISSWPPP ARE THE MINIMUM REQUIREMENTS.ADDITIONAL PRACTICES MAY BE REQUIRED DURINGTHE COURSE OF CONSTRUCTION.EX. 1' CONTOUR ELEVATION INTERVAL112501" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallRPage 351 of 1184 COPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION02/24/2025LAND USE APPLICATIONPROJECT MANAGER MATT PAVEKCONTACT NUMBER 612-615-0060 EXT. 701DRAWN BYJRREVIEWED BY MPPROJECT NUMBER 2461444263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.02/24/2025ARCADIA 5115 ARCADIA AVENUE, EDINA, MN 55436 OPUS DEVELOPMENT COMPANY 10350 BREN RD W, MINNETONKA, MN 55343 Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNERSW1.2SWPPP - DETAILS &NARRATIVEREVISION SUMMARYDATEDESCRIPTIONTHE CONTRACTOR AND ALL SUBCONTRACTORS INVOLVED WITH A CONSTRUCTION ACTIVITY THAT DISTURBS SITESOIL OR WHO IMPLEMENT A POLLUTANT CONTROL MEASURE IDENTIFIED IN THE STORM WATER POLLUTIONPREVENTION PLAN (SWPPP) MUST COMPLY WITH THE REQUIREMENTS OF THE NATIONAL POLLUTION DISCHARGEELIMINATION SYSTEM (NPDES) GENERAL PERMIT (DATED AUGUST 1, 2018 # MNR100001) AND ANY LOCAL GOVERNINGAGENCY HAVING JURISDICTION CONCERNING EROSION AND SEDIMENTATION CONTROL.STORMWATER DISCHARGE DESIGN REQUIREMENTSSWPPPTHE NATURE OF THIS PROJECT WILL BE CONSISTENT WITH WHAT IS REPRESENTED IN THIS SET OF CONSTRUCTIONPLANS AND SPECIFICATIONS. SEE THE SWPPP PLAN SHEETS AND SWPPP NARRATIVE (ATTACHMENT A:CONSTRUCTION SWPPP TEMPLATE) FOR ADDITIONAL SITE SPECIFIC SWPPP INFORMATION. THE PLANS SHOWLOCATIONS AND TYPES OF ALL TEMPORARY AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROLBMP'S. STANDARD DETAILS ARE ATTACHED TO THIS SWPPP DOCUMENT.THE INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES IS AS FOLLOWS:1. INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE2. INSTALLATION OF SILT FENCE AROUND SITE3. INSTALL ORANGE CONSTRUCTION FENCING AROUND INFILTRATION AREAS4. INSTALL INLET PROTECTION AT ALL ADJACENT AND DOWNSTREAM CATCH BASINS5. CLEAR AND GRUB FOR TEMPORARY SEDIMENT BASIN / POND INSTALL6. CONSTRUCT TEMPORARY SEDIMENT BASIN / POND (SECTION 14)7. CLEAR AND GRUB REMAINDER OF SITE8. STRIP AND STOCKPILE TOPSOIL9. ROUGH GRADING OF SITE10. STABILIZE DENUDED AREAS AND STOCKPILES11. INSTALL SANITARY SEWER, WATER MAIN STORM SEWER AND SERVICES12. INSTALL SILT FENCE / INLET PROTECTION AROUND CB'S13. INSTALL STREET SECTION14. INSTALL CURB AND GUTTER15. BITUMINOUS ON STREETS16. FINAL GRADE BOULEVARD, INSTALL SEED AND MULCH17. REMOVE ACCUMULATED SEDIMENT FROM BASIN / POND18. FINAL GRADE POND / INFILTRATION BASINS (DO NOT COMPACT SOILS IN INFILTRATION AREAS.)19. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED BY EITHER SEED ORSOD/LANDSCAPING, REMOVE SILT FENCE AND RESEED ANY AREAS DISTURBED BY THE REMOVAL.RECORDS RETENTION:THE SWPPP (ORIGINAL OR COPIES) INCLUDING, ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCERECORDS MUST BE KEPT AT THE SITE DURING CONSTRUCTION BY THE PERMITTEE WHO HAS OPERATIONALCONTROL OF THAT PORTION OF THE SITE. THE SWPPP CAN BE KEPT IN EITHER THE FIELD OFFICE OR IN AN ON SITEVEHICLE DURING NORMAL WORKING HOURS.ALL OWNER(S) MUST KEEP THE SWPPP, ALONG WITH THE FOLLOWING ADDITIONAL RECORDS, ON FILE FOR THREE(3) YEARS AFTER SUBMITTAL OF THE NOT AS OUTLINED IN SECTION 4. THIS DOES NOT INCLUDE ANY RECORDSAFTER SUBMITTAL OF THE NOT.1. THE FINAL SWPPP;2. ANY OTHER STORMWATER RELATED PERMITS REQUIRED FOR THE PROJECT;3.RECORDS OF ALL INSPECTION AND MAINTENANCE CONDUCTED DURING CONSTRUCTION (SEE SECTION 11,INSPECTIONS AND MAINTENANCE);4. ALL PERMANENT OPERATION AND MAINTENANCE AGREEMENTS THAT HAVE BEEN IMPLEMENTED, INCLUDINGALL RIGHT OF WAY, CONTRACTS, COVENANTS AND OTHER BINDING REQUIREMENTS REGARDING PERPETUALMAINTENANCE; AND5. ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT STORMWATERMANAGEMENT SYSTEMS.SWPPP IMPLEMENTATION RESPONSIBILITIES:1. THE OWNER AND CONTRACTOR ARE PERMITTEE(S) AS IDENTIFIED BY THE NPDES PERMIT.2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ON-SITE IMPLEMENTATION OF THE SWPPP, INCLUDING THEACTIVITIES OF ALL OF THE CONTRACTOR'S SUBCONTRACTORS.3. CONTRACTOR SHALL PROVIDE A PERSON(S) KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OFEROSION PREVENTION AND SEDIMENT CONTROL BMPS TO OVERSEE ALL INSTALLATION AND MAINTENANCE OFBMPS AND IMPLEMENTATION OF THE SWPPP.4.CONTRACTOR SHALL PROVIDE PERSON(S) MEETING THE TRAINING REQUIREMENTS OF THE NPDES PERMIT TOCONDUCT INSPECTION AND MAINTENANCE OF ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS INACCORDANCE WITH THE REQUIREMENTS OF THE PERMIT. ONE OF THESE INDIVIDUAL(S) MUST BE AVAILABLEFOR AN ONSITE INSPECTION WITHIN 72 HOURS UPON REQUEST BY MPCA. CONTRACTOR SHALL PROVIDETRAINING DOCUMENTATION FOR THESE INDIVIDUAL(S) AS REQUIRED BY THE NPDES PERMIT. THIS TRAININGDOCUMENTATION SHALL BE RECORDED IN OR WITH THE SWPPP BEFORE THE START OF CONSTRUCTION OR ASSOON AS THE PERSONNEL FOR THE PROJECT HAVE BEEN DETERMINED. DOCUMENTATION SHALL INCLUDE:4.1. NAMES OF THE PERSONNEL ASSOCIATED WITH THE PROJECT THAT ARE REQUIRED TO BE TRAINED PERSECTION 21 OF THE PERMIT.4.2. DATES OF TRAINING AND NAME OF INSTRUCTOR AND ENTITY PROVIDING TRAINING.4.3. CONTENT OF TRAINING COURSE OR WORKSHOP INCLUDING THE NUMBER OF HOURS OF TRAINING.5.FOLLOWING FINAL STABILIZATION AND THE TERMINATION OF COVERAGE FOR THE NPDES PERMIT, THE OWNERIS EXPECTED TO FURNISH LONG TERM OPERATION AND MAINTENANCE (O & M) OF THE PERMANENT STORMWATER MANAGEMENT SYSTEM.CONSTRUCTION ACTIVITY REQUIREMENTSSWPPP AMENDMENTS (SECTION 6):1. ONE OF THE INDIVIDUALS DESCRIBED IN ITEM 21.2.A OR ITEM 21.2.B OR ANOTHER QUALIFIED INDIVIDUAL MUSTCOMPLETE ALL SWPPP CHANGES. CHANGES INVOLVING THE USE OF A LESS STRINGENT BMP MUST INCLUDE AJUSTIFICATION DESCRIBING HOW THE REPLACEMENT BMP IS EFFECTIVE FOR THE SITE CHARACTERISTICS.2.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TOCORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER THERE IS A CHANGE IN DESIGN,CONSTRUCTION, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS HAVING A SIGNIFICANTEFFECT ON THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER.3.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TOCORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER INSPECTIONS OR INVESTIGATIONS BYTHE SITE OWNER OR OPERATOR, USEPA OR MPCA OFFICIALS INDICATE THE SWPPP IS NOT EFFECTIVE INELIMINATING OR SIGNIFICANTLY MINIMIZING THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS ORGROUNDWATER OR THE DISCHARGES ARE CAUSING WATER QUALITY STANDARD EXCEEDANCES (E.G.,NUISANCE CONDITIONS AS DEFINED IN MINN. R. 7050.0210, SUBP. 2) OR THE SWPPP IS NOT CONSISTENT WITHTHE OBJECTIVES OF A USEPA APPROVED TMDL.BMP SELECTION AND INSTALLATION (SECTION 7):1. PERMITTEES MUST SELECT, INSTALL, AND MAINTAIN THE BMPS IDENTIFIED IN THE SWPPP AND IN THIS PERMITIN AN APPROPRIATE AND FUNCTIONAL MANNER AND IN ACCORDANCE WITH RELEVANT MANUFACTURERSPECIFICATIONS AND ACCEPTED ENGINEERING PRACTICES.EROSION PREVENTION (SECTION 8):1. BEFORE WORK BEGINS, PERMITTEES MUST DELINEATE THE LOCATION OF AREAS NOT TO BE DISTURBED.2.PERMITTEES MUST MINIMIZE THE NEED FOR DISTURBANCE OF PORTIONS OF THE PROJECT WITH STEEPSLOPES. WHEN STEEP SLOPES MUST BE DISTURBED, PERMITTEES MUST USE TECHNIQUES SUCH AS PHASINGAND STABILIZATION PRACTICES DESIGNED FOR STEEP SLOPES (E.G., SLOPE DRAINING AND TERRACING).3.PERMITTEES MUST STABILIZE ALL EXPOSED SOIL AREAS, INCLUDING STOCKPILES. STABILIZATION MUST BEINITIATED IMMEDIATELY TO LIMIT SOIL EROSION WHEN CONSTRUCTION ACTIVITY HAS PERMANENTLY ORTEMPORARILY CEASED ON ANY PORTION OF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 7CALENDAR DAYS. STABILIZATION MUST BE COMPLETED NO LATER THAN 7 CALENDAR DAYS AFTER THECONSTRUCTION ACTIVITY HAS CEASED. STABILIZATION IS NOT REQUIRED ON CONSTRUCTED BASECOMPONENTS OF ROADS, PARKING LOTS AND SIMILAR SURFACES. STABILIZATION IS NOT REQUIRED ONTEMPORARY STOCKPILES WITHOUT SIGNIFICANT SILT, CLAY OR ORGANIC COMPONENTS (E.G., CLEANAGGREGATE STOCKPILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES) BUT PERMITTEES MUSTPROVIDE SEDIMENT CONTROLS AT THE BASE OF THE STOCKPILE.4.FOR PUBLIC WATERS THAT THE MINNESOTA DNR HAS PROMULGATED "WORK IN WATER RESTRICTIONS" DURINGSPECIFIED FISH SPAWNING TIME FRAMES, PERMITTEES MUST COMPLETE STABILIZATION OF ALL EXPOSED SOILAREAS WITHIN 200 FEET OF THE WATER'S EDGE, AND THAT DRAIN TO THESE WATERS, WITHIN 24 HOURSDURING THE RESTRICTION PERIOD.5.PERMITTEES MUST STABILIZE THE NORMAL WETTED PERIMETER OF THE LAST 200 LINEAR FEET OFTEMPORARY OR PERMANENT DRAINAGE DITCHES OR SWALES THAT DRAIN WATER FROM THE SITE WITHIN 24HOURS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE. PERMITTEES MUST COMPLETESTABILIZATION OF REMAINING PORTIONS OF TEMPORARY OR PERMANENT DITCHES OR SWALES WITHIN 7CALENDAR DAYS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE AND CONSTRUCTION INTHAT PORTION OF THE DITCH TEMPORARILY OR PERMANENTLY CEASES.6. TEMPORARY OR PERMANENT DITCHES OR SWALES BEING USED AS A SEDIMENT CONTAINMENT SYSTEMDURING CONSTRUCTION (WITH PROPERLY DESIGNED ROCK-DITCH CHECKS, BIO ROLLS, SILT DIKES, ETC.) DONOT NEED TO BE STABILIZED. PERMITTEES MUST STABILIZE THESE AREAS WITHIN 24 HOURS AFTER THEIR USEAS A SEDIMENT CONTAINMENT SYSTEM CEASES7. PERMITTEES MUST NOT USE MULCH, HYDROMULCH, TACKIFIER, POLYACRYLAMIDE OR SIMILAR EROSIONPREVENTION PRACTICES WITHIN ANY PORTION OF THE NORMAL WETTED PERIMETER OF A TEMPORARY ORPERMANENT DRAINAGE DITCH OR SWALE SECTION WITH A CONTINUOUS SLOPE OF GREATER THAN 2 PERCENT.8.PERMITTEES MUST PROVIDE TEMPORARY OR PERMANENT ENERGY DISSIPATION AT ALL PIPE OUTLETS WITHIN24 HOURS AFTER CONNECTION TO A SURFACE WATER OR PERMANENT STORMWATER TREATMENT SYSTEM.9.PERMITTEES MUST NOT DISTURB MORE LAND (I.E., PHASING) THAN CAN BE EFFECTIVELY INSPECTED ANDMAINTAINED IN ACCORDANCE WITH SECTION 11.SEDIMENT CONTROL (SECTION 9):1. PERMITTEES MUST ESTABLISH SEDIMENT CONTROL BMPS ON ALL DOWNGRADIENT PERIMETERS OF THE SITEAND DOWNGRADIENT AREAS OF THE SITE THAT DRAIN TO ANY SURFACE WATER, INCLUDING CURB ANDGUTTER SYSTEMS. PERMITTEES MUST LOCATE SEDIMENT CONTROL PRACTICES UPGRADIENT OF ANY BUFFERZONES. PERMITTEES MUST INSTALL SEDIMENT CONTROL PRACTICES BEFORE ANY UPGRADIENTLAND-DISTURBING ACTIVITIES BEGIN AND MUST KEEP THE SEDIMENT CONTROL PRACTICES IN PLACE UNTILTHEY ESTABLISH PERMANENT COVER.2.IF DOWNGRADIENT SEDIMENT CONTROLS ARE OVERLOADED, BASED ON FREQUENT FAILURE OR EXCESSIVEMAINTENANCE REQUIREMENTS, PERMITTEES MUST INSTALL ADDITIONAL UPGRADIENT SEDIMENT CONTROLPRACTICES OR REDUNDANT BMPS TO ELIMINATE THE OVERLOADING AND AMEND THE SWPPP TO IDENTIFYTHESE ADDITIONAL PRACTICES AS REQUIRED IN ITEM 6.3.3. TEMPORARY OR PERMANENT DRAINAGE DITCHES AND SEDIMENT BASINS DESIGNED AS PART OF A SEDIMENTCONTAINMENT SYSTEM (E.G., DITCHES WITH ROCK-CHECK DAMS) REQUIRE SEDIMENT CONTROL PRACTICESONLY AS APPROPRIATE FOR SITE CONDITIONS.4. A FLOATING SILT CURTAIN PLACED IN THE WATER IS NOT A SEDIMENT CONTROL BMP TO SATISFY ITEM 9.2EXCEPT WHEN WORKING ON A SHORELINE OR BELOW THE WATERLINE. IMMEDIATELY AFTER THE SHORT TERMCONSTRUCTION ACTIVITY (E.G., INSTALLATION OF RIP RAP ALONG THE SHORELINE) IN THAT AREA ISCOMPLETE, PERMITTEES MUST INSTALL AN UPLAND PERIMETER CONTROL PRACTICE IF EXPOSED SOILS STILLDRAIN TO A SURFACE WATER.5.PERMITTEES MUST RE-INSTALL ALL SEDIMENT CONTROL PRACTICES ADJUSTED OR REMOVED TOACCOMMODATE SHORT-TERM ACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES,IMMEDIATELY AFTER THE SHORT-TERM ACTIVITY IS COMPLETED. PERMITTEES MUST RE-INSTALL SEDIMENTCONTROL PRACTICES BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE SHORT-TERM ACTIVITY IS NOTCOMPLETE.6.PERMITTEES MUST PROTECT ALL STORM DRAIN INLETS USING APPROPRIATE BMPS DURING CONSTRUCTIONUNTIL THEY ESTABLISH PERMANENT COVER ON ALL AREAS WITH POTENTIAL FOR DISCHARGING TO THE INLET.7. PERMITTEES MAY REMOVE INLET PROTECTION FOR A PARTICULAR INLET IF A SPECIFIC SAFETY CONCERN (E.G.STREET FLOODING/FREEZING) IS IDENTIFIED BY THE PERMITTEES OR THE JURISDICTIONAL AUTHORITY (E.G.,CITY/COUNTY/TOWNSHIP/MINNESOTA DEPARTMENT OF TRANSPORTATION ENGINEER). PERMITTEES MUSTDOCUMENT THE NEED FOR REMOVAL IN THE SWPPP.8.PERMITTEES MUST PROVIDE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS AT THE BASE OFSTOCKPILES ON THE DOWNGRADIENT PERIMETER.9.PERMITTEES MUST LOCATE STOCKPILES OUTSIDE OF NATURAL BUFFERS OR SURFACE WATERS, INCLUDINGSTORMWATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS UNLESS THERE IS A BYPASS IN PLACEFOR THE STORMWATER. 10. PERMITTEES MUST INSTALL A VEHICLE TRACKING BMP TO MINIMIZE THE TRACK OUT OF SEDIMENT FROM THECONSTRUCTION SITE OR ONTO PAVED ROADS WITHIN THE SITE. 11. PERMITTEES MUST USE STREET SWEEPING IF VEHICLE TRACKING BMPS ARE NOT ADEQUATE TO PREVENTSEDIMENT TRACKING ONTO THE STREET. 12. PERMITTEES MUST INSTALL TEMPORARY SEDIMENT BASINS AS REQUIRED IN SECTION 14. 13. IN ANY AREAS OF THE SITE WHERE FINAL VEGETATIVE STABILIZATION WILL OCCUR, PERMITTEES MUSTRESTRICT VEHICLE AND EQUIPMENT USE TO MINIMIZE SOIL COMPACTION. 14. PERMITTEES MUST PRESERVE TOPSOIL ON THE SITE, UNLESS INFEASIBLE. 15. PERMITTEES MUST DIRECT DISCHARGES FROM BMPS TO VEGETATED AREAS UNLESS INFEASIBLE. 16. PERMITTEES MUST PRESERVE A 50 FOOT NATURAL BUFFER OR, IF A BUFFER IS INFEASIBLE ON THE SITE,PROVIDE REDUNDANT (DOUBLE) PERIMETER SEDIMENT CONTROLS WHEN A SURFACE WATER IS LOCATEDWITHIN 50 FEET OF THE PROJECT'S EARTH DISTURBANCES AND STORMWATER FLOWS TO THE SURFACEWATER. PERMITTEES MUST INSTALL PERIMETER SEDIMENT CONTROLS AT LEAST 5 FEET APART UNLESSLIMITED BY LACK OF AVAILABLE SPACE. NATURAL BUFFERS ARE NOT REQUIRED ADJACENT TO ROAD DITCHES,JUDICIAL DITCHES, COUNTY DITCHES, STORMWATER CONVEYANCE CHANNELS, STORM DRAIN INLETS, ANDSEDIMENT BASINS. IF PRESERVING THE BUFFER IS INFEASIBLE, PERMITTEES MUST DOCUMENT THE REASONSIN THE SWPPP. SHEET PILING IS A REDUNDANT PERIMETER CONTROL IF INSTALLED IN A MANNER THAT RETAINSALL STORMWATER. 17. PERMITTEES MUST USE POLYMERS, FLOCCULANTS, OR OTHER SEDIMENTATION TREATMENT CHEMICALS INACCORDANCE WITH ACCEPTED ENGINEERING PRACTICES, DOSING SPECIFICATIONS AND SEDIMENT REMOVALDESIGN SPECIFICATIONS PROVIDED BY THE MANUFACTURER OR SUPPLIER. THE PERMITTEES MUST USECONVENTIONAL EROSION AND SEDIMENT CONTROLS PRIOR TO CHEMICAL ADDITION AND MUST DIRECTTREATED STORMWATER TO A SEDIMENT CONTROL SYSTEM FOR FILTRATION OR SETTLEMENT OF THE FLOCPRIOR TO DISCHARGE.DEWATERING AND BASIN DRAINING (SECTION 10):1. PERMITTEES MUST DISCHARGE TURBID OR SEDIMENT-LADEN WATERS RELATED TO DEWATERING OR BASINDRAINING (E.G., PUMPED DISCHARGES, TRENCH/DITCH CUTS FOR DRAINAGE) TO A TEMPORARY ORPERMANENT SEDIMENT BASIN ON THE PROJECT SITE UNLESS INFEASIBLE. PERMITTEES MAY DEWATER TOSURFACE WATERS IF THEY VISUALLY CHECK TO ENSURE ADEQUATE TREATMENT HAS BEEN OBTAINED ANDNUISANCE CONDITIONS (SEE MINN. R. 7050.0210, SUBP. 2) WILL NOT RESULT FROM THE DISCHARGE. IFPERMITTEES CANNOT DISCHARGE THE WATER TO A SEDIMENTATION BASIN PRIOR TO ENTERING A SURFACEWATER, PERMITTEES MUST TREAT IT WITH APPROPRIATE BMPS SUCH THAT THE DISCHARGE DOES NOTADVERSELY AFFECT THE SURFACE WATER OR DOWNSTREAM PROPERTIES.2.IF PERMITTEES MUST DISCHARGE WATER CONTAINING OIL OR GREASE, THEY MUST USE AN OIL-WATERSEPARATOR OR SUITABLE FILTRATION DEVICE (E.G., CARTRIDGE FILTERS, ABSORBENTS PADS) PRIOR TODISCHARGE.3. PERMITTEES MUST DISCHARGE ALL WATER FROM DEWATERING OR BASIN-DRAINING ACTIVITIES IN A MANNERTHAT DOES NOT CAUSE EROSION OR SCOUR IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS ORINUNDATION OF WETLANDS IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS THAT CAUSES SIGNIFICANTADVERSE IMPACT TO THE WETLAND.4.IF PERMITTEES USE FILTERS WITH BACKWASH WATER, THEY MUST HAUL THE BACKWASH WATER AWAY FORDISPOSAL, RETURN THE BACKWASH WATER TO THE BEGINNING OF THE TREATMENT PROCESS, ORINCORPORATE THE BACKWASH WATER INTO THE SITE IN A MANNER THAT DOES NOT CAUSE EROSION.INSPECTIONS AND MAINTENANCE (SECTION 11):1. PERMITTEES MUST ENSURE A TRAINED PERSON, AS IDENTIFIED IN ITEM 21.2.B, WILL INSPECT THE ENTIRECONSTRUCTION SITE AT LEAST ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24HOURS AFTER A RAINFALL EVENT GREATER THAN 1/2 INCH IN 24 HOURS.2.PERMITTEES MUST INSPECT AND MAINTAIN ALL PERMANENT STORMWATER TREATMENT BMPS.3. PERMITTEES MUST INSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS AND POLLUTIONPREVENTION MANAGEMENT MEASURES TO ENSURE INTEGRITY AND EFFECTIVENESS. PERMITTEES MUSTREPAIR, REPLACE OR SUPPLEMENT ALL NONFUNCTIONAL BMPS WITH FUNCTIONAL BMPS BY THE END OF THENEXT BUSINESS DAY AFTER DISCOVERY UNLESS ANOTHER TIME FRAME IS SPECIFIED IN ITEM 11.5 OR 11.6.PERMITTEES MAY TAKE ADDITIONAL TIME IF FIELD CONDITIONS PREVENT ACCESS TO THE AREA.4.DURING EACH INSPECTION, PERMITTEES MUST INSPECT SURFACE WATERS, INCLUDING DRAINAGE DITCHESAND CONVEYANCE SYSTEMS BUT NOT CURB AND GUTTER SYSTEMS, FOR EVIDENCE OF EROSION ANDSEDIMENT DEPOSITION. PERMITTEES MUST REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACEWATERS, INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS AND RESTABILIZE THEAREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL. PERMITTEES MUST COMPLETE REMOVAL ANDSTABILIZATION WITHIN SEVEN (7) CALENDAR DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL,REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. PERMITTEES MUST USE ALL REASONABLE EFFORTS TOOBTAIN ACCESS. IF PRECLUDED, REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) DAYS OFOBTAINING ACCESS. PERMITTEES ARE RESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE ANDFEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLE PERMITS, PRIOR TO CONDUCTING ANY WORK INSURFACE WATERS.5. PERMITTEES MUST INSPECT CONSTRUCTION SITE VEHICLE EXIT LOCATIONS, STREETS AND CURB AND GUTTERSYSTEMS WITHIN AND ADJACENT TO THE PROJECT FOR SEDIMENTATION FROM EROSION OR TRACKEDSEDIMENT FROM VEHICLES. PERMITTEES MUST REMOVE SEDIMENT FROM ALL PAVED SURFACES WITHIN ONE(1) CALENDAR DAY OF DISCOVERY OR, IF APPLICABLE, WITHIN A SHORTER TIME TO AVOID A SAFETY HAZARD TOUSERS OF PUBLIC STREETS.6.PERMITTEES MUST REPAIR, REPLACE OR SUPPLEMENT ALL PERIMETER CONTROL DEVICES WHEN THEYBECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1/2 OF THE HEIGHT OF THE DEVICE.7. PERMITTEES MUST DRAIN TEMPORARY AND PERMANENT SEDIMENTATION BASINS AND REMOVE THE SEDIMENTWHEN THE DEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE STORAGE VOLUME.8. PERMITTEES MUST ENSURE THAT AT LEAST ONE INDIVIDUAL PRESENT ON THE SITE (OR AVAILABLE TO THEPROJECT SITE IN THREE (3) CALENDAR DAYS) IS TRAINED IN THE JOB DUTIES DESCRIBED IN ITEM 21.2.B.9. PERMITTEES MAY ADJUST THE INSPECTION SCHEDULE DESCRIBED IN ITEM 11.2 AS FOLLOWS:a. INSPECTIONS OF AREAS WITH PERMANENT COVER CAN BE REDUCED TO ONCE PER MONTH, EVEN IFCONSTRUCTION ACTIVITY CONTINUES ON OTHER PORTIONS OF THE SITE; ORb. WHERE SITES HAVE PERMANENT COVER ON ALL EXPOSED SOIL AND NO CONSTRUCTION ACTIVITY ISOCCURRING ANYWHERE ON THE SITE, INSPECTIONS CAN BE REDUCED TO ONCE PER MONTH AND, AFTER 12MONTHS, MAY BE SUSPENDED COMPLETELY UNTIL CONSTRUCTION ACTIVITY RESUMES. THE MPCA MAYREQUIRE INSPECTIONS TO RESUME IF CONDITIONS WARRANT; ORc. WHERE CONSTRUCTION ACTIVITY HAS BEEN SUSPENDED DUE TO FROZEN GROUND CONDITIONS,INSPECTIONS MAY BE SUSPENDED. INSPECTIONS MUST RESUME WITHIN 24 HOURS OF RUNOFF OCCURRING,OR UPON RESUMING CONSTRUCTION, WHICHEVER COMES FIRST. 10. PERMITTEES MUST RECORD ALL INSPECTIONS AND MAINTENANCE ACTIVITIES WITHIN 24 HOURS OF BEINGCONDUCTED AND THESE RECORDS MUST BE RETAINED WITH THE SWPPP. THESE RECORDS MUST INCLUDE:a.DATE AND TIME OF INSPECTIONS; ANDb. NAME OF PERSONS CONDUCTING INSPECTIONS; ANDc. ACCURATE FINDINGS OF INSPECTIONS, INCLUDING THE SPECIFIC LOCATION WHERE CORRECTIVE ACTIONSARE NEEDED; ANDd. CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCEACTIVITIES); ANDe. DATE OF ALL RAINFALL EVENTS GREATER THAN 1/2 INCHES IN 24 HOURS, AND THE AMOUNT OF RAINFALLFOR EACH EVENT. PERMITTEES MUST OBTAIN RAINFALL AMOUNTS BY EITHER A PROPERLY MAINTAINEDRAIN GAUGE INSTALLED ONSITE, A WEATHER STATION THAT IS WITHIN ONE (1) MILE OF YOUR LOCATION, ORA WEATHER REPORTING SYSTEM THAT PROVIDES SITE SPECIFIC RAINFALL DATA FROM RADAR SUMMARIES;ANDf. IF PERMITTEES OBSERVE A DISCHARGE DURING THE INSPECTION, THEY MUST RECORD AND SHOULDPHOTOGRAPH AND DESCRIBE THE LOCATION OF THE DISCHARGE (I.E., COLOR, ODOR, SETTLED ORSUSPENDED SOLIDS, OIL SHEEN, AND OTHER OBVIOUS INDICATORS OF POLLUTANTS); ANDg. ANY AMENDMENTS TO THE SWPPP PROPOSED AS A RESULT OF THE INSPECTION MUST BE DOCUMENTED ASREQUIRED IN SECTION 6 WITHIN SEVEN (7) CALENDAR DAYS.POLLUTION PREVENTION MANAGEMENT (SECTION 12):1. PERMITTEES MUST PLACE BUILDING PRODUCTS AND LANDSCAPE MATERIALS UNDER COVER (E.G., PLASTICSHEETING OR TEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TOMINIMIZE CONTACT WITH STORMWATER. PERMITTEES ARE NOT REQUIRED TO COVER OR PROTECT PRODUCTSWHICH ARE EITHER NOT A SOURCE OF CONTAMINATION TO STORMWATER OR ARE DESIGNED TO BE EXPOSEDTO STORMWATER.2.PERMITTEES MUST PLACE PESTICIDES, FERTILIZERS AND TREATMENT CHEMICALS UNDER COVER (E.G.,PLASTIC SHEETING OR TEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNEDTO MINIMIZE CONTACT WITH STORMWATER.3. PERMITTEES MUST STORE HAZARDOUS MATERIALS AND TOXIC WASTE, (INCLUDING OIL, DIESEL FUEL,GASOLINE, HYDRAULIC FLUIDS, PAINT SOLVENTS, PETROLEUM-BASED PRODUCTS, WOOD PRESERVATIVES,ADDITIVES, CURING COMPOUNDS, AND ACIDS) IN SEALED CONTAINERS TO PREVENT SPILLS, LEAKS OR OTHERDISCHARGE. STORAGE AND DISPOSAL OF HAZARDOUS WASTE MATERIALS MUST BE IN COMPLIANCE WITH MINN.R. CH. 7045 INCLUDING SECONDARY CONTAINMENT AS APPLICABLE.4.PERMITTEES MUST PROPERLY STORE, COLLECT AND DISPOSE SOLID WASTE IN COMPLIANCE WITH MINN. R. CH.7035.5. PERMITTEES MUST POSITION PORTABLE TOILETS SO THEY ARE SECURE AND WILL NOT TIP OR BE KNOCKEDOVER. PERMITTEES MUST PROPERLY DISPOSE SANITARY WASTE IN ACCORDANCE WITH MINN. R. CH. 7041.6.PERMITTEES MUST TAKE REASONABLE STEPS TO PREVENT THE DISCHARGE OF SPILLED OR LEAKEDCHEMICALS, INCLUDING FUEL, FROM ANY AREA WHERE CHEMICALS OR FUEL WILL BE LOADED OR UNLOADEDINCLUDING THE USE OF DRIP PANS OR ABSORBENTS UNLESS INFEASIBLE. PERMITTEES MUST ENSUREADEQUATE SUPPLIES ARE AVAILABLE AT ALL TIMES TO CLEAN UP DISCHARGED MATERIALS AND THAT ANAPPROPRIATE DISPOSAL METHOD IS AVAILABLE FOR RECOVERED SPILLED MATERIALS. PERMITTEES MUSTREPORT AND CLEAN UP SPILLS IMMEDIATELY AS REQUIRED BY MINN. STAT. 115.061, USING DRY CLEAN UPMEASURES WHERE POSSIBLE.7. PERMITTEES MUST LIMIT VEHICLE EXTERIOR WASHING AND EQUIPMENT TO A DEFINED AREA OF THE SITE.PERMITTEES MUST CONTAIN RUNOFF FROM THE WASHING AREA IN A SEDIMENT BASIN OR OTHER SIMILARLYEFFECTIVE CONTROLS AND MUST DISPOSE WASTE FROM THE WASHING ACTIVITY PROPERLY. PERMITTEESMUST PROPERLY USE AND STORE SOAPS, DETERGENTS, OR SOLVENTS.8. PERMITTEES MUST PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLID WASTES GENERATED BYWASHOUT OPERATIONS (E.G., CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS ANDOTHER CONSTRUCTION MATERIALS) RELATED TO THE CONSTRUCTION ACTIVITY. PERMITTEES MUST PREVENTLIQUID AND SOLID WASHOUT WASTES FROM CONTACTING THE GROUND AND MUST DESIGN THE CONTAINMENTSO IT DOES NOT RESULT IN RUNOFF FROM THE WASHOUT OPERATIONS OR AREAS. PERMITTEES MUSTPROPERLY DISPOSE LIQUID AND SOLID WASTES IN COMPLIANCE WITH MPCA RULES. PERMITTEES MUSTINSTALL A SIGN INDICATING THE LOCATION OF THE WASHOUT FACILITY.PERMIT TERMINATION (SECTION 4 AND SECTION 13):1. PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER ALL TERMINATION CONDITIONS LISTED IN SECTION 13ARE COMPLETE.2.PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER SELLING OR OTHERWISE LEGALLY TRANSFERRINGTHE ENTIRE SITE, INCLUDING PERMIT RESPONSIBILITY FOR ROADS (E.G., STREET SWEEPING) ANDSTORMWATER INFRASTRUCTURE FINAL CLEAN OUT, OR TRANSFERRING PORTIONS OF A SITE TO ANOTHERPARTY. THE PERMITTEES' COVERAGE UNDER THIS PERMIT TERMINATES AT MIDNIGHT ON THE SUBMISSIONDATE OF THE NOT.3. PERMITTEES MUST COMPLETE ALL CONSTRUCTION ACTIVITY AND MUST INSTALL PERMANENT COVER OVER ALLAREAS PRIOR TO SUBMITTING THE NOT. VEGETATIVE COVER MUST CONSIST OF A UNIFORM PERENNIALVEGETATION WITH A DENSITY OF 70 PERCENT OF ITS EXPECTED FINAL GROWTH. VEGETATION IS NOTREQUIRED WHERE THE FUNCTION OF A SPECIFIC AREA DICTATES NO VEGETATION, SUCH AS IMPERVIOUSSURFACES OR THE BASE OF A SAND FILTER.4.PERMITTEES MUST CLEAN THE PERMANENT STORMWATER TREATMENT SYSTEM OF ANY ACCUMULATEDSEDIMENT AND MUST ENSURE THE SYSTEM MEETS ALL APPLICABLE REQUIREMENTS IN SECTION 15 THROUGH19 AND IS OPERATING AS DESIGNED.5. PERMITTEES MUST REMOVE ALL SEDIMENT FROM CONVEYANCE SYSTEMS PRIOR TO SUBMITTING THE NOT.6.PERMITTEES MUST REMOVE ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROLBMPS PRIOR TO SUBMITTING THE NOT. PERMITTEES MAY LEAVE BMPS DESIGNED TO DECOMPOSE ON-SITE INPLACE.7. FOR RESIDENTIAL CONSTRUCTION ONLY, PERMIT COVERAGE TERMINATES ON INDIVIDUAL LOTS IF THESTRUCTURES ARE FINISHED AND TEMPORARY EROSION PREVENTION AND DOWNGRADIENT PERIMETERCONTROL IS COMPLETE, THE RESIDENCE SELLS TO THE HOMEOWNER, AND THE PERMITTEE DISTRIBUTES THEMPCA'S "HOMEOWNER FACT SHEET" TO THE HOMEOWNER.8.FOR CONSTRUCTION PROJECTS ON AGRICULTURAL LAND (E.G., PIPELINES ACROSS CROPLAND), PERMITTEESMUST RETURN THE DISTURBED LAND TO ITS PRECONSTRUCTION AGRICULTURAL USE PRIOR TO SUBMITTINGTHE NOT.SEED NOTES:ALL SEED MIXES AND APPLICATION SHALL BE IN ACCORDANCE WITH THE MNDOT SEEDING MANUAL.GENERAL RECOMMENDATIONS:THE CONTRACTOR IS RESPONSIBLE TO SALVAGE AND PRESERVE EXISTING TOPSOIL NECESSARY FOR FINALSTABILIZATION AND TO ALSO MINIMIZE COMPACTION IN ALL LANDSCAPE AREAS. IMMEDIATELY BEFORE SEEDINGTHE SOIL SHALL BE TILLED TO A MINIMUM DEPTH OF 3 INCHES.TEMPORARY EROSION CONTROL SEEDING, MULCHING & BLANKET.SEED·TEMPORARY SEED SHALL BE MNDOT SEED MIX 21-112 (WINTER WHEAT COVER CROP) FOR WINTER AND 21-111(OATS COVER CROP) FOR SPRING/SUMMER APPLICATIONS. BOTH SEED MIXES SHALL BE APPLIED AT A SEEDINGRATE OF 100 LBS/ACRE.MULCH·IMMEDIATELY AFTER SEEDING, WITHIN 24 HOURS, MNDOT TYPE 1 MULCH SHOULD BE APPLIED TO PROTECTAND ENHANCE SEED GERMINATION. MULCH SHALL BE APPLIED AT 90% COVERAGE (2 TONS PER ACRE OFSTRAW MULCH)SLOPES·3:1 (HORIZ/VERT.) OR FLATTER MUCH SHALL BE COVERED WITH MULCH·SLOPES STEEPER THAN 3:1 OR DITCH BOTTOMS SHALL BE COVERED WITH EROSION CONTROL BLANKET.·SEE PLAN FOR MORE DETAILED DITCH AND STEEP SLOPE EROSION CONTROL TREATMENTS.OWNER INFORMATIONTRAINING SECTION 21PARTY RESPONSIBLE FOR LONG TERM OPERATION AND MAINTENANCE OFPERMANENT STORM WATER MANAGEMENT SYSTEMPERMANENT STORMWATER MANAGEMENT IS REQUIRED AS PART OF THIS PROJECT TO MEET NPDES PERMITREQUIREMENTS. THE PROPERTY OWNER IS RESPONSIBLE FOR THE LONG TERM OPERATION ANDMAINTENANCE OF THE PROPOSED STORMWATER SYSTEM.AREAS AND QUANTITIES:SWPPP CONTACT PERSONCONTRACTOR:SWPPP INSPECTOR TRAINING:ALL SWPPP INSPECTIONS MUST BE PERFORMED BY APERSON THAT MEETS THE TRAINING REQUIREMENTSOF THE NPDES CONSTRUCTION SITE PERMIT.TRAINING CREDENTIALS SHALL BE PROVIDED BY THECONTRACTOR AND KEPT ON SITE WITH THE SWPPPNOTE: QUANTITIES ARE FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR SHALL DETERMINE FORTHEMSELVES THE EXACT QUANTITIES FOR BIDDING AND CONSTRUCTION.SUPPLEMENTARY SITE SPECIFIC EROSION CONTROL NOTES:THESE NOTES SUPERCEDE ANY GENERAL SWPPP NOTES.THIS PROJECT IS GREATER THAN 1.0 ACRES SO AN NPDES PERMIT IS REQUIRED AND NEEDS TO BE SUBMITTED TOTHE MPCA. THE CONTRACTOR IS REQUIRED TO FOLLOW THE GUIDELINES IN THE NPDES PERMIT THROUGHOUTCONSTRUCTION.SWPPP ATTACHMENTS (ONLY APPLICABLE IF SITE IS 1 ACRE OR GREATER):CONTRACTOR SHALL OBTAIN A COPY OF THE FOLLOWING SWPPP ATTACHMENTS WHICH ARE A PART OF THEOVERALL SWPPP PACKAGE:ATTACHMENT A. CONSTRUCTION SWPPP TEMPLATE - SITE SPECIFIC SWPPP DOCUMENTATTACHMENT B. CONSTRUCTION STORMWATER INSPECTION CHECKLISTATTACHMENT C. MAINTENANCE PLAN FOR PERMANENT STORM WATER TREATMENT SYSTEMSATTACHMENT D: STORMWATER MANAGEMENT REPORT - ON FILE AT THE OFFICE OF PROJECT ENGINEER. AVAILABLE UPONREQUEST.ATTACHMENT E: GEOTECHNICAL EVALUATION REPORT - ON FILE AT THE OFFICE OF PROJECT ENGINEER. AVAILABLE UPONREQUEST.PALIA LLC C/O NANCY GRASSINI-OLSON1600 W 82ND ST #100,BLOOMINGTON, MN 55431JOHN WILLIAMS952-656-4578JOHN.WILLIAMS@OPUS-GROUP.COMPROJECT NARRATIVE:PROJECT IS A REDEVELOPMENT OF AN EXISTING OFFICE BUILDING WITH SURFACE PARKING INTO A NEW OFFICEBUILDING WITH UNDERGROUND PARKING. SITE, GRADING, UTILITY AND LANDSCAPE IMPROVEMENTS WILL OCCUR.INFILTRATION NARRATIVE:INFILTRATION IS PROVIDED AS PART OF THE PROJECTS PERMANENT STORM WATER MANAGEMENT SYSTEM.SOIL CONTAMINATION NARRATIVE:SOILS ONSITE HAVE NOT BEEN IDENTIFIED AS CONTAMINATED.SPECIAL TMDL BMP REQUIREMENTS SITE SPECIFIC (IF REQUIRED):THIS PROJECT IS WITHIN ONE MILE AND DISCHARGES TO MINNEHAHA CREEK - MINNEHAHA CREEK IS IDENTIFIEDAS AN IMPAIRED WATER BODY PER THE MPCA'S 303(D) IMPAIRED WATERS LIST. MINNEHAHA CREEK IS IMPAIREDFOR BENTHIC MACROINVERTEBRATES BIOASSESSMENTS, FISH BIOASSESSMENTS, CHLORID,; DISSOLVEDOXYGEN, AND FECAL COLIFORM . BECAUSE THIS WATER BODY IS LOCATED WITHIN ONE MILE OF THE SITE, BMPSAS DEFINED IN THE NPDES PERMIT ITEMS 23.9 AND 23.10 APPLY. THESE ARE AS FOLLOWS:1. DURING CONSTRUCTION:A. STABILIZATION OF ALL EXPOSED SOIL AREAS MUST BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSIONBUT IN NO CASE COMPLETED LATER THAN SEVEN (7) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THATPORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED.B. TEMPORARY SEDIMENT BASIN REQUIREMENTS DESCRIBED IN SECTION 14. MUST BE USED FORCOMMON DRAINAGE LOCATIONS THAT SERVE AN AREA WITH FIVE (5) OR MORE ACRES DISTURBED AT ONETIME.PERMANENT STABILIZATION NOTES SITE SPECIFIC:PERMANENT SEED MIX·FOR THIS PROJECT ALL AREAS THAT ARE NOT TO BE SODDED OR LANDSCAPED SHALL RECEIVE A NATIVEPERMANENT SEED MIX.··AREAS IN BUFFERS AND ADJACENT TO OR IN WET AREAS MNDOT SEED MIX 33-261 (STORMWATERSOUTH AND WEST) AT 35 LBS PER ACRE.··DRY AREAS MNDOT SEED MIX 35-221 (DRY PRAIRIE GENERAL) AT 40 LBS PER ACRE.·MAINTENANCE SHALL BE IN ACCORDANCE TO THE MNDOT SEEDING MANUAL.NATIVE BUFFER NARRATIVE:PRESERVING A 50 FOOT NATURAL BUFFER AROUND WATER BODIES IS NOT REQUIRED OF THISPROJECT BECAUSE WATER BODIES ARE NOT LOCATED ON SITE.DESIGN ENGINEER: DAVID J. KNAEBLE P.E.TRAINING COURSE: DESIGN OF SWPPPTRAINING ENTITY: UNIVERSITY OF MINNESOTAINSTRUCTOR: JOHN CHAPMANDATES OF TRAINING COURSE: 8/22/2012- 8/23/2012TOTAL TRAINING HOURS: 12DATE OF RECERTIFICATION: 4/22/22EXPIRATION: 5/31/2025NOTES:1. REPLACE INLET GRATE UPON COMPLETE INSTALLATION OF INLET PROTECTION FABRIC.2. CONTRACTOR SHALL REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM THE SURFACE OF THE SYSTEM AFTER EACHSTORM EVENT AND AT THE COMPLETION OF THE CONTRACT.3. CONTRACTOR SHALL USE DANDY SACK OR APPROVED EQUIVALENT FOR STRUCTURES WITHOUT CURBING.CURB INLET SACKN T SOVERFLOW IS 12 OF THE CURB BOX HEIGHTOVERFLOW AT TOP OF FILTER ASSEMBLYEXISTING CURB, PLATE, BOX,AND GRATEDANDY CURB SACK ORAPPROVED EQUIVALENTHIGH-FLOW FABRIC1FLOW24"24"24"MIN.6"6"SEDIMENT FENCEN T SFILTER FABRIC WITHWIRE SUPPORT NETAS SPECIFIED.METAL POSTAS SPECIFIED.SUPPORT NET: 12 GAUGE4"X4" WIRE HOOKED ONTOPERFORMED CHANNELSON POSTS AS SPECIFIED.EXISTING GROUNDSURFACEMETAL POSTS8'-0" O.C. MAX.CARRY WIRESUPPORT NETDOWN INTOTRENCHANCHOR FABRICWITH SOIL, TAMPBACKFILLFILTER FABRIC ASSPECIFIED SECURETO WIRE SUPPORTNET WITH METALCLIPS 12" O.C.3TYPICAL STAPLE #8GAUGE WIRE1 1/2"10"NOTE:1. PLACE STAPLES 2 FEET APART TO KEEP MATTING FIRMLY PRESSED TO SOIL.EROSION BLANKETN T SPLACE STAPLES 2 FEET APART TO KEEPMATTING FIRMLY PRESSED TO SOIL.'D' EROSION STOP: FOLD OF MATTINGBURIED IN SILT TRENCH AND TAMPED.DOUBLE ROW OF STAPLES'C' OVERLAP: BURY UPPEREND OF LOWER STRIP AS IN 'A'AND 'B'. OVERLAP END OF TOPSTRIP 4" AND STAPLE'B' TAMP THE TRENCH FULL OF SOIL.SECURE WITH ROW OF STAPLES, 10"SPACING, 4" DOWN FROM TRENCH'A' BURY THE TOP END OF THE MATTINGIN A TRENCH 4" OR MORE IN DEPTH'E' OVERFALL5PROFILEPLANTO CONSTRUCTION AREAN T SSTABILIZED CONSTRUCTION ACCESS24' (MIN)NOTES:1. PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND UNDISTURBED ROADWAY.2. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTOUNDISTURBED ROADWAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR ADDING STONE TOTHE LENGTH OF THE ENTRANCE.3. REPAIR AND CLEANOUT MEASURES USED TO TRAP SEDIMENT.4. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO UNDISTURBED ROADWAY SHALL BE REMOVED ASDIRECTED BY THE ENGINEER.5. FINAL LOCATION AND INSTALLATION SHALL BE COORDINATED WITH THE CITY PRIOR TO CONSTRUCTION ACTIVITIES.6. CRUSHED STONE SHALL BE 1-1/2" DIA. CLOSE GRADED, AND IN ACCORDANCE TO MNDOT SECTION 2118. EXISTING UNDISTURBED ROADWAYGEOTEXTILE FILTER FABRIC6" MIN. CRUSHED STONE75' MINIMUMEXISTINGUNDISTURBEDROADWAYTO CONSTRUCTION AREA 30' FROM EDGE OF ROADTO FRONT OF SPEED BUMP35' R .35' R.4" HIGH, 18"WIDE SPEEDBUMPFINISHEDGRADE6FLOWSEDIMENT BIO-ROLL / COMPOST FILTER LOGN T SNOTE:1. COMPOST FILTER LOGS (BIO ROLLS) SHALL BE FILTREXX EROSION CONTROL SOXX OR APPROVED EQUAL.2. COMPOST FILLER TO BE MADE FROM A COMPOST BLEND 30%-40% GRADE 2 (SPEC 3890) AND 60%-70% PARTIALLYDECOMPOSED WOOD CHIPS, PER MNDOT SPEC 3897.3. FILTER FABRIC SHALL BE GEOTEXTILE KNITTED MATERIAL WITH MAX. OPENINGS OF 3/8".4. IF MULTIPLE ROLLS NEEDED, OVERLAP BY MIN. 12" AT ENDS AND STAKE.5. SILT SHALL BE REMOVED ONCE IT REACHES 80% OF THE HEIGHT OF THE ROLL OR AS DEEMED NECESSARY BY SITECONTRACTOR TO MAINTAIN PROPER FUNCTION.8" MIN.EXISTING GROUND SURFACEWOODEN STAKES 1/2"X2"X16" MIN. PLACED 10' O.C. WHENINSTALLED ON GROUND. IF INSTALLED ON PVMT. PROVIDESANDBAGS BEHIND AND ON TOP AT MIN. 10' O.C.FILTER FABRIC AS SPECIFIEDFILLER AS SPECIFIEDFILL UPSTREAM BASE EDGEWITH 2" OF DIRT OR COMPOSTTO EMBED ROLL.4= DIRECTION OF SURFACE FLOWPLANINLET PROTECTION ROCK FILTERN T SPROPOSED FUTURE CURBAGGREGATEBASE1 12" WASHEDGRAVEL FILTERAGGREGATE BACKFILLSTEEL PLATEIN PLACECATCHBASIN8-12" MINIMUMDEPTH2Page 352 of 1184 COPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION02/24/2025LAND USE APPLICATIONPROJECT MANAGER MATT PAVEKCONTACT NUMBER 612-615-0060 EXT. 701DRAWN BYJRREVIEWED BY MPPROJECT NUMBER 2461444263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.02/24/2025ARCADIA 5115 ARCADIA AVENUE, EDINA, MN 55436 OPUS DEVELOPMENT COMPANY 10350 BREN RD W, MINNETONKA, MN 55343 Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNERSW1.3SWPPP - ATTACHMENTSATTACHMENT A: SITE SPECIFIC SWPPP DOCUMENTSOILS INFORMATIONGENERAL SITE INFORMATION (5.1)1. DESCRIBE THE LOCATION AND TYPE OF ALL TEMPORARY AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMP'S). INCLUDE THE TIMING FOR INSTALLATION AND PROCEDURES USED TO ESTABLISH ADDITIONALTEMPORARY BMP'S AS NECESSARY. (5.5)THE PROJECT IS PROTECTED BY TWO (W) MAIN BMP'S, SILT FENCE AND INLET PROTECTION DEVICES. THE SILT FENCE WILL BE INSTALLED AT THE DOWNHILL LOCATIONS OF THE SITE AND MONITORED AS NECESSARY. INLET PROTECTION DEVICES WILL BEINSTALLED IN ALL CATCH BASINS ON THE SITE AND ANY OFF SITE THAT WILL RECEIVE STORMWATER RUNOFF FROM THIS SITE. AS THE PROJECT PROGRESSES ADDITIONAL BMP'S SUCH AS EROSION CONTROL BLANKET MAY BE UTILIZED.2. ATTACH TO THIS SWPPP A TABLE WITH THE ANTICIPATED QUANTITIES FOR THE LIFE OF THE PROJECT FOR ALL EROSION PREVENTION AND SEDIMENT CONTROL BMP'S (5.7).SEE PAGE SW1.33. ATTACH TO THIS SWPPP A SITE MAP THAT INCLUDES THE FOLLOWING FEATURES (5.9):EXIST AND FINAL GRADES, INCLUDING DIVIDING LINES AND DIRECTION OF FLOW FOR ALL PRE AND POST-CONSTRUCTION STORMWATER RUNOFF DRAINAGE AREAS LOCATED WITHIN THE PROJECT LIMITS.LOCATIONS OF IMPERVIOUS SURFACES AND SOIL TYPES.·EXISTING AND FINAL GRADES, INCLUDING DIVIDING LINES AND DIRECTION OF FLOW FOR ALL PRE AND POST-CONSTRUCTION STORMWATER RUNOFF DRAINAGE AREAS LOCATED WITHIN PROJECT LIMITS.·LOCATIONS OF AREAS NOT TO BE DISTURBED.·LOCATION OF AREAS OF PHASED CONSTRUCTION.·ALL SURFACE WATERS AND EXISTING WETLANDS WITHIN ONE MILE FROM THE PROJECT BOUNDARIES THAT WILL RECEIVE STORMWATER RUNOFF FROM THE SITE (IDENTIFIABLE ON MAPS SUCH AS USGS 7.5 MINUTE QUADRANGLE MAPS OR EQUIVALENT.WHERE SURFACE WATERS RECEIVING RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY WILL NOT FIT ON THE PLAN SHEET, THEY MUST BE IDENTIFIED WITH AN ARROW, INDICATING BOTH DIRECTION AND DISTANCE TO THE SURFACE WATER.·METHODS TO BE USED FOR FINAL STABILIZATION OF ALL EXPOSED SOIL AREA4. WERE STORMWATER MITIGATION MEASURES REQUIRED AS THE RESULT OF AN ENVIRONMENTAL, ARCHAEOLOGICAL, OR OTHER REQUIRED LOCAL, STATE OR FEDERAL REVIEW OF THE PROJECT?NOIF YES, DESCRIBE HOW THESE MEASURES WERE ADDRESSED IN THE SWPPP. (5.16)N/A5. IS THE PROJECT LOCATED IN A KARST AREA SUCH THAT ADDITIONAL MEASURES WOULD BE NECESSARY TO PROJECT DRINKING WATER SUPPLY MANAGEMENT AREAS AS DESCRIBED IN MINN. R. CHAPTERS 7050 AND 7060?NOIF YES, DESCRIBE THE ADDITIONAL MEASURES TO BE USED. (SECTION 23)N/A6. DOES THE SITE DISCHARGE TO A CALCEREOUS FEN LISTED IN MINN. R. 7050.0180, SUBP. 6.B?NOIF YES, A LETTER OF APPROVAL FROM THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES MUST BE OBTAINED PRIOR TO APPLICATION FOR THIS PERMIT.7. DOES THE SITE DISCHARGE TO A WATER THAT IS LISTED AS IMPAIRED FOR THE FOLLOWING POLLUTANT(S) OR STRESSOR(S): PHOSPHORUS, TURBIDITY, DISSOLVED OXYGEN OR BIOTIC IMPAIRMENT? USE THE SPECIAL AND IMPAIRED WATERS SEARCH TOOL AT:WWW.PCA.STATE.MN.US/WATER/STORMWATER/STORMWATER-C.HTMLYESIF NO, SKIP TO TRAININGDOES THE IMPAIRED WATER HAVE AN APPROVED TOTAL MAXIMUM DAILY LOADS (TMDL) WITH AN APPROVED WASTE LOAD ALLOCATION FOR CONSTRUCTION ACTIVITY?YESIF YES:A. LIST THE RECEIVING WATER, THE AREAS OF THE SITE DISCHARGING TO IT, AND THE POLLUTANT(S) IDENTIFIED IN THE TMDL.B. LIST THE BMP'S AND ANY OTHER SPECIFIC CONSTRUCTION STORMWATER RELATED IMPLEMENTATION ACTIVITIES IDENTIFIED IN THE TMDL.IF THE SITE HAS A DISCHARGE POINT WITHIN ONE MILE OF THE IMPAIRED WATER AND THE WATER FLOWS TO THE IMPAIRED WATER BUT NO SPECIFIC BMPS FOR CONSTRUCTION ARE IDENTIFIED IN THE TMDL, THE ADDITIONAL BMPS IN SECTION 23 MUST BE ADDEDTO THE SWPPP AND IMPLEMENTED (15.19). THE ADDITIONAL BMPS ONLY APPLY TO THOSE PORTIONS OF THE PROJECT THAT DRAIN TO ONE OF THE IDENTIFIED DISCHARGE POINTS.N/A8. IDENTIFY ADJACENT PUBLIC WATERS WHERE THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES (DNR) HAS DECLARED “WORK IN WATER RESTRICTIONS” DURING FISH SPAWNING TIMEFRAMESN/ASELECTION OF A PERMANENT STORMWATER MANAGEMENT SYSTEM (SECTION 15)1. WILL THE PROJECT CREATE A NEW CUMULATIVE IMPERVIOUS SURFACE GREATER THAN OR EQUAL TO ONE ACRE?YESIF YES, A WATER QUALITY VOLUME OF ONE INCH OF RUNOFF FROM THE CUMULATIVE NEW IMPERVIOUS SURFACES MUST BE RETAINED ON SITE (SEE 16.7 OF THE PERMIT) THROUGH INFILTRATION UNLESS PROHIBITED DUE TO ONE OF THE REASONS IN ITEMS 16.4THROUGH 16.21. IF INFILTRATION IS PROHIBITED IDENTIFY OTHER METHOD OF MEETING WATER QUALITY REQUIREMENTS (E.G., FILTRATION SYSTEM, WET SEDIMENTATION BASIN, REGIONAL PONDING OR EQUIVALENT METHOD2. DESCRIBE WHICH METHOD WILL BE USED TO TREAT RUNOFF FROM THE NEW IMPERVIOUS SURFACES CREATED BY THE PROJECT:INCLUDE ALL CALCULATIONS AND DESIGN INFORMATION FOR THE METHOD SELECTED. SEE SECTION 23 OF THE PERMIT FOR SPECIFIC REQUIREMENTS ASSOCIATED WITH EACH METHOD.UNDERGROUND INFILTRATIONCALCULATIONS ARE WITHIN THE SITE STORM WATER MANAGEMENT REPORT AND PART OF THIS SWPPP AS ATTACHMENT D.3. IF IT IS NOT FEASIBLE TO MEET THE TREATMENT REQUIREMENT FOR THE WATER QUALITY VOLUME, DESCRIBE WHY. THIS CAN INCLUDE PROXIMITY TO BEDROCK OR ROAD PROJECTS WHERE THE LACK OF RIGHT OF WAY PRECLUDES THE INSTALLATION OF ANYPERMANENT STORMWATER MANAGEMENT PRACTICES. DESCRIBE WHAT OTHER TREATMENT, SUCH AS GRASS SWALES, SMALLER PONDS, OR GRIT CHAMBERS, WILL BE IMPLEMENTED TO TREAT RUNOFF PRIOR TO DISCHARGE TO SURFACE WATERS. (15.8)IT IS FEASIBLE TO MEET REQUIREMENT FOR WATER QUALITY VOLUME.4. FOR PROJECTS THAT DISCHARGE TO TROUT STREAMS, INCLUDING TRIBUTARIES TO TROUT STREAMS, IDENTIFY METHOD OF INCORPORATING TEMPERATURE CONTROLS INTO THE PERMANENT STORMWATER MANAGEMENT SYSTEM.N/AEROSION PREVENTION PRACTICES (SECTION 8.1)DESCRIBE THE TYPES OF TEMPORARY EROSION PREVENTION BMP'S EXPECTED TO BE IMPLEMENTED ON THIS SITE DURING CONSTRUCTION:1. DESCRIBE CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS, HORIZONTAL SLOPE GRADING, AND OTHER CONSTRUCTION PRACTICES TO MINIMIZE EROSION. DELINEATE AREAS NOT TO BE DISTURBED (E.G., WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC.)BEFORE WORK BEGINS.SILT FENCE WILL BE INSTALLED AT THE DOWNHILL LOCATIONS OF THE SITE.2. DESCRIBE METHODS OF TEMPORARILY STABILIZING SOILS AND SOIL STOCKPILES (E.G., MULCHES, HYDRAULIC TACKIFIERS, EROSION BLANKETS, ETC.):TEMPORARY EROSION PROTECTION WILL BE SEED AND MULCH AND EROSION BLANKETS WHERE REQUIRED, WITH PERMANENT COVER BEING EITHER SOD OR LANDSCAPE FEATURES.3. DESCRIBE METHODS OF DISSIPATING VELOCITY ALONG STORMWATER CONVEYANCE CHANNELS AND AT CHANNEL OUTLETS (E.G., CHECK DAMS, SEDIMENT TRAPS, RIP RAP, ETC.):SOD WILL BE UTILIZED ALONG CHANNELS AND RIP RAP AT CHANNEL.4. DESCRIBE METHODS TO BE USED FOR STABILIZATION OF DITCH AND SWALE WETTED PERIMETERS (NOTE THAT MULCH, HYDRAULIC SOIL TACKIFIERS, HYDROMULCHES, ETC. ARE NOT ACCEPTABLE SOIL STABILIZATION METHODS FOR ANY PART OF A DRAINAGEDITCH OR SWALE)FINAL STABILIZATION OF SWALES WILL BE SOD5. DESCRIBE METHODS TO BE USED FOR ENERGY DISSIPATION AT PIPE OUTLETS (E.G., RIP RAP, SPLASH PADS, GABIONS, ETC.)RIP RAP WILL BE UTILIZED AT PIPE OUTLETS6. DESCRIBE METHODS TO BE USED TO PROMOTE INFILTRATION AND SEDIMENT REMOVAL ON THE SITE PRIOR TO OFFSITE DISCHARGE, UNLESS INFEASIBLE (E.G., DIRECT STORMWATER FLOW TO VEGETATED AREAS):DISCONNECTED IMPERVIOUS AREA AND INFILTRATION AREAS WILL BE UTILIZED7. FOR DRAINAGE OR DIVERSION DITCHES, DESCRIBE PRACTICES TO STABILIZE THE NORMAL WETTED PERIMETER WITHIN 200 LINEAL FEET OF THE PROPERTY EDGE OR POINT OF DISCHARGE TO SURFACE WATER. THE LAST 200 LINEAL FEET MUST BE STABILIZEDWITHIN 24 HOURS AFTER CONNECTING TO SURFACE WATERS AND CONSTRUCTION IN THAT PORTION OF THE DITCH HAS TEMPORARILY OR PERMANENTLY CEASED FOR ALL DISCHARGES TO SPECIAL, IMPAIRED OR “WORK IN WATER RESTRICTIONS”. ALL OTHERREMAINING PORTIONS OF THE TEMPORARY OR PERMANENT DITCHES OR SWALES WITHIN 14 CALENDAR DAYS AFTER CONNECTING TO A SURFACE WATER, PROPERTY EDGE AND CONSTRUCTION IN THAT AREA HAS TEMPORARILY OR PERMANENTLY CEASED.N/A, NO DITCHES ON SITE8. DESCRIBE ADDITIONAL EROSION PREVENTION MEASURES THAT WILL BE IMPLEMENTED AT THE SITE DURING CONSTRUCTION (E.G., CONSTRUCTION PHASING, MINIMIZING SOIL DISTURBANCE, VEGETATIVE BUFFERS, HORIZONTAL SLOPE GRADING, SLOPEDRAINING/TERRACING, ETC.):OTHER EROSION CONTROL PRACTICES INCLUDE BUT ARE NOT LIMITED TO; MINIMIZING SITE EXPOSURE WHEN POSSIBLE.9. IF APPLICABLE, INCLUDE ADDITIONAL REQUIREMENTS IN APPENDIX A PART C.3 REGARDING MAINTAINING A 100-FOOT BUFFER ZONE OR INSTALLING REDUNDANT BMPS FOR PORTIONS OF THE SITE THAT DRAIN TO SPECIAL WATERS).N/A10. IF APPLICABLE, DESCRIBE ADDITIONAL EROSION PREVENTION BMPS TO BE IMPLEMENTED AT THE SITE TO PROTECT PLANNED FILTRATION AREASMINIMIZE SITE EXPOSURE IN AREAS ADJACENT TO FILTRATION AREAS.SEDIMENT CONTROL PRACTICES (SECTION 9.1)DESCRIBE THE METHODS OF SEDIMENT CONTROL BMPS TO BE IMPLEMENTED AT THIS SITE DURING CONSTRUCTION TO MINIMIZE SEDIMENT IMPACTS TO SURFACE WATERS, INCLUDING CURB AND GUTTER SYSTEMS1. DESCRIBE METHODS TO BE USED FOR DOWN GRADIENT PERIMETER CONTROL:SILT FENCE WILL BE INSTALLED AROUND THE ENTIRE PERIMETER OF THE SITE2. DESCRIBE METHODS TO BE USED TO CONTAIN SOIL STOCKPILES:SEED AND MULCH AS WELL AS EROSION CONTROL BLANKETS WILL BE UTILIZED AS NECESSARY3. DESCRIBE METHODS TO BE USED FOR STORM DRAIN INLET PROTECTION:SEE INLET PROTECTION DETAILS4. DESCRIBE METHODS TO MINIMIZE VEHICLE TRACKING AT CONSTRUCTION EXITS AND STREET SWEEPING ACTIVITIES:THE PROJECT WILL UTILIZE A ROCK CONSTRUCTION ENTRANCE.5. DESCRIBE METHODS, IF APPLICABLE, ADDITIONAL SEDIMENT CONTROLS (E.G., DIVERSION BERMS) TO BE INSTALLED TO KEEP RUNOFF AWAY FROM PLANNED INFILTRATION AREAS WHEN EXCAVATED PRIOR TO FINAL STABILIZATION OF THE CONTRIBUTINGDRAINAGE AREA:SILT FENCE TO BE INSTALLED IMMEDIATELY AFTER GRADING TO PROTECT INFILTRATION AREAS.6. DESCRIBE METHODS TO BE USED TO MINIMIZE SOIL COMPACTION AND PRESERVE TOP SOIL (UNLESS INFEASIBLE) AT THIS SITE:LIGHT TRACKED EQUIPMENT WILL BE USED, TOPSOIL WILL BE STRIPPED AND STOCKPILED7. DESCRIBE PLANS TO PRESERVE A 50-FOOT NATURAL BUFFER BETWEEN THE PROJECT'S SOIL DISTURBANCE AND A SURFACE WATER OR PLANS FOR REDUNDANT SEDIMENT CONTROLS IF A BUFFER IS INFEASIBLE:DOUBLE ROW OF SILT FENCE WILL BE INSTALLED ALONG WETLAND. PROJECT WILL NOT DISTURB WITHIN 200 FEET OF WETLAND.8. DESCRIBE PLANS FOR USE OF SEDIMENTATION TREATMENT CHEMICALS (E.G., POLYMERS, FLOCCULANTS, ETC.) SEE PART 9.18 OF THE PERMIT:N/A9. IS THE PROJECT REQUIRED TO INSTALL A TEMPORARY SEDIMENT BASIN DUE TO 10 OR MORE ACRES DRAINING TO A COMMON LOCATION OR 5 ACRES OR MORE IF THE SITE IS WITHIN 1 MILE OF A SPECIAL OR IMPAIRED WATER?NOIF YES, DESCRIBE (OR ATTACH PLANS ) SHOWING HOW THE BASIN WILL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH SECTION 14.N/ADEWATERING AND BASIN DRAINING (SECTION 10.1)1. WILL THE PROJECT INCLUDE DEWATERING OR BASIN DRAINING?NOIF YES, DESCRIBE MEASURES TO BE USED TO TREAT/DISPOSE OF TURBID OR SEDIMENT-LADEN WATER AND METHOD TO PREVENT EROSION OR SCOUR OFDISCHARGE POINTS (SEE 10.2 THROUGH 10.5 OF THE PERMIT):N/A 2. WILL THE PROJECT INCLUDE USE OF FILTERS FOR BACKWASH WATER?NOIF YES, DESCRIBE HOW FILTER BACKWASH WATER WILL BE MANAGED ON THE SITE OR PROPERLY DISPOSED (10.6):N/AADDITIONAL BMP'S FOR SPECIAL WATERS AND DISCHARGES TO WETLANDS (SECTION 23.1)1. SPECIAL WATERS. DOES YOUR PROJECT DISCHARGE TO SPECIAL WATERS?NO2. IF PROXIMITY TO BEDROCK OR ROAD PROJECTS WHERE THE LACK OF RIGHT OF WAY PRECLUDES THE INSTALLATION OF ANY OF THE PERMANENTSTORMWATER MANAGEMENT PRACTICES, THEN OTHER TREATMENT SUCH AS GRASSED SWALES, SMALLER PONDS, OR GRIT CHAMBERS IS REQUIREDPRIOR TO DISCHARGE TO SURFACE WATERS. DESCRIBE WHAT OTHER TREATMENT WILL BE PROVIDED.N/A3. DESCRIBE EROSION AND SEDIMENT CONTROLS FOR EXPOSED SOIL AREAS WITH A CONTINUOUS POSITIVE SLOPE TO A SPECIAL WATERS, ANDTEMPORARY SEDIMENT BASINS FOR AREAS THAT DRAIN FIVE OR MORE ACRES DISTURBED AT ONE TIME.N/A4. DESCRIBE THE UNDISTURBED BUFFER ZONE TO BE USED (NOT LESS THAN 100 LINEAR FEET FROM THE SPECIAL WATER).N/A5. DESCRIBE HOW THE PERMANENT STORMWATER MANAGEMENT SYSTEM WILL ENSURE THAT THE PRE AND POST PROJECT RUNOFF RATE AND VOLUMEFROM THE 1, AND 2-YEAR 24-HOUR PRECIPITATION EVENTS REMAINS THE SAME.N/A6. DESCRIBE HOW THE PERMANENT STORMWATER MANAGEMENT SYSTEM WILL MINIMIZE ANY INCREASE IN THE TEMPERATURE OF TROUT STREAMRECEIVING WATERS RESULTING IN THE 1, AND 2-YEAR 24-HOUR PRECIPITATION EVENTS.N/A7. WETLANDS. DOES YOUR PROJECT DISCHARGE STORMWATER WITH THE POTENTIAL FOR SIGNIFICANT ADVERSE IMPACTS TO A WETLAND (E.G.,CONVERSION OF A NATURAL WETLAND TO A STORMWATER POND)?NOIF YES, DESCRIBE THE WETLAND MITIGATION SEQUENCE THAT WILL BE FOLLOWED IN ACCORDANCE WITH SECTION 22 OF THE PERMIT.N/AINSPECTIONS AND MAINTENANCE (SECTION 11.1)DESCRIBE PROCEDURES TO ROUTINELY INSPECT THE CONSTRUCTION SITE:·ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND·WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS, AND WITHIN (7) DAYS AFTER THATINSPECTIONS MUST INCLUDE STABILIZED AREAS, EROSION PREVENTION,AND SEDIMENT CONTROL BMP'S AND INFILTRATION AREAS.INSPECTOR WILL FOLLOW REQUIREMENTS SPECIFIED ABOVE AND FILL OUT "ATTACHMENT B - CONSTRUCTION STORMWATER INSPECTION CHECKLIST"1. DESCRIBE PRACTICES FOR STORAGE OF BUILDING PRODUCTS WITH A POTENTIAL TO LEACH POLLUTANTS TO MINIMIZE EXPOSURE TO STORMWATER:ALL BUILDING PRODUCTS WILL BE SEALED AND STORED IN A MANNER TO MINIMIZE EXPOSURE2. DESCRIBE PRACTICES FOR STORAGE OF PESTICIDES, HERBICIDES, INSECTICIDES, FERTILIZERS, TREATMENT CHEMICAL, AND LANDSCAPE MATERIALS:ALL LANDSCAPE TREATMENT CHEMICALS WILL BE SEALED AND STORED IN A MANNER TO MINIMIZED EXPOSURE3. DESCRIBE PRACTICES FOR STORAGE AND DISPOSAL OF HAZARDOUS MATERIALS OR TOXIC WASTE (E.G., OIL, FUEL, HYDRAULIC FLUIDS, PAINTSOLVENTS, PETROLEUM-BASED PRODUCTS, WOOD PRESERVATIVE, ADDITIVES, CURING COMPOUNDS, AND ACIDS) ACCORDING TO MINN. R. CH. 7045,INCLUDING RESTRICTED ACCESS AND SECONDARY CONTAINMENT:ALL HAZARDOUS WASTE WILL BE APPROPRIATELY DISPOSED OF OFF SITE ACCORDING TO LOCAL AND STATE LAWS.4. DESCRIBE COLLECTION, STORAGE AND DISPOSAL OF SOLID WASTE IN COMPLIANCE WITH MINN. R. CH. 7035:ALL CONSTRUCTION DEBRIS AND SOLID WASTER WILL BE APPROPRIATELY DISPOSED OF OFF SITE ACCORDING TO LOCAL AND STATE LAWS5. DESCRIBE MANAGEMENT OF PORTABLE TOILETS TO PREVENT TIPPING AND DISPOSAL OF SANITARY WASTES IN ACCORDANCE WITH MINN. R. CH. 7040:SANITARY AND SEPTIC SERVICES WILL BE PROVIDED TO WORKERS WITH PORTABLE FACILITIES MAINTAINED AS NEEDED BY THE PROVIDER.6. DESCRIBE SPILL PREVENTION AND RESPONSE FOR FUELING AND EQUIPMENT OR VEHICLE MAINTENANCE:EMPLOYEES WILL BE TRAINED IN TECHNIQUES DESIGNED TO MINIMIZE SPILLS. VEHICLES AND EQUIPMENT SHALL BE CHECKED FOR LEAKS.7. DESCRIBE CONTAINMENT AND DISPOSAL OF VEHICLE AND EQUIPMENT WASH WATER AND PROHIBITING ENGINE DEGREASING ON THE SITE:ALL CONSTRUCTION VEHICLES SHALL BE WASHED OFF SITE8. DESCRIBE STORAGE AND DISPOSAL OF CONCRETE AND OTHER WASHOUT WASTES SO THAT WASTES DO NOT CONTACT THE GROUND:ALL CONCRETE WASHOUT SHALL OCCUR OFF SITE.FINAL STABILIZATION (25.22)1. DESCRIBE METHOD OF FINAL STABILIZATION (PERMANENT COVER) OF ALL DISTURBED AREAS:FINAL STABILIZATION WILL BE ACCOMPLISHED WITH PAVEMENT, SOD AND LANDSCAPE MATERIALS.2. DESCRIBE METHODS USED TO CLEAN ALL STORMWATER TREATMENT SYSTEMS AND STORMWATER CONVEYANCE SYSTEMS OF ACCUMULATEDSEDIMENT (25.22):CLEANING OF STORMWATER TREATMENT SYSTEMS SHALL BE DONE BY HAND SUCH AS THE USE OF A SHOVEL.3. DESCRIBE METHODS FOR REMOVING ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMP'S:REMOVAL OF TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMP'S CAN BE DONE BY HAND AND PROPERLY DISPOSED OF.REVISION SUMMARYDATEDESCRIPTIONPROJECT LOCATIONADDRESS5100 EDEN AVENUECITY/TOWNSHIP EDINASTATE MNCOUNTY HENNEPINZIP CODE55436PROJECT SIZE 1.4 ACRESLATTITUDE/LONGITUDE OF APPROX.CENTROID OF PROJECT 44°54'36'' N, 93°21'07'' WMETHOD OF LAT/LONG COLLECTION ONLINE TOOLPROJECT TYPECOMMERCIALIMPERVIOUS SURFACES (ACRES)EXISTING1.1PROPOSED1.1DIFFERENCE0.0ESTIMATED CONSTRUCTION TIMELINESTART8/2025END8/2026CONSTRUCTION ACTIVITYREDEVELOPMENT OF AN OFFICEBUILDING WITH PROPOSEDUNDERGROUND PARKINGSOIL TYPESSILTY SAND & POORLY GRADED SANDS INTHE NORTH. LEAN CLAY & SANDY LEANCLAY IN THE SOUTH OF THE SITEMAP UNIT SYMBOLMAP UNIT NAMEU6BURBAN LAND-UDORTHENTS(CUT AND FILL LAND)COMPLEXRECEIVING WATER BODIESWATER BODY ID NAME OF WATER BODY WATER BODY TYPESPECIAL WATER (Y/N) IMPAIRED WATER (Y/N)107010206-539 MINNEHAHA CREEKSTREAMNY234SITE LOCATION MAP -ATTACHMENT B: SWPPP INSPECTION FORMNOTE: THIS INSPECTION REPORT DOES NOT ADDRESS ALL ASPECTS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM/STATE DISPOSAL SYSTEM(NPDES/SDS) CONSTRUCTION STORMWATER PERMIT (PERMIT) ISSUED ON AUGUST 1, 2018. THE COMPLETION OF THIS CHECKLIST DOES NOT GUARANTEE THAT ALLPERMIT REQUIREMENTS ARE IN COMPLIANCE; IT IS THE RESPONSIBILITY OF THE PERMITTEE(S) TO READ AND UNDERSTAND THE PERMIT REQUIREMENTS.FACILITY INFORMATIONSITE NAME: SITE ADDRESS: PERMIT NUMBER:CITY: STATE: ZIP CODE:INSPECTION INFORMATIONINSPECTOR NAME: _______________________ PHONE NUMBER: _________________________ORGANIZATION/COMPANY MAN: _____________________________________________________DATE (MM/DD/YYYY): _____________________ TIME: ____________ AM / PMIS THE INSPECTOR CERTIFIED IN SEDIMENT AND EROSION CONTROL AND IS IT DOCUMENTED IN THE STORMWATER POLLUTIONPREVENTION PLAN (SWPPP)?IS THIS INSPECTION ROUTINE OR IN RESPONSE TO A STORM EVENT:RAINFALL AMOUNT (IF APPLICABLE): ____________IS SITE WITHIN ONE AERIAL MILE OF SPECIAL OR IMPAIRED WATER THAT CAN POTENTIALLY RECEIVE DISCHARGE FROM THE SITE?IF YES, FOLLOW SECTION 23 AND OTHER APPLICABLE PERMIT REQUIREMENTSNOTE: IF N/A IS SELECTED AT ANY TIME, SPECIFY WHY IN THE COMMENT AREA FOR THAT SECTION.EROSION CONTROL REQUIREMENT (SECTION 8.1)1. ARE SOILS STABILIZED WHERE NO CONSTRUCTION ACTIVITY HAS OCCURRED FOR 14 DAYS (INCLUDING STOCKPILES)?(7 DAYS WHERE APPLICABLE, OR 24 HOURS DURING MINNESOTA DEPARTMENT OF NATURAL RESOURCES [DNR] FISHSPAWNING RESTRICTIONS)2. HAS THE NEED TO DISTURB STEEP SLOPES BEEN MINIMIZED?3. IF STEEP SLOPES ARE DISTURBED, ARE STABILIZATION PRACTICES DESIGNED FOR STEEP SLOPES USED?4. ALL DITCHES/SWALES STABILIZED 200' BACK FROM POINT OF DISCHARGE OR PROPERTY EDGE WITHIN 24 HOURS? (MULCH,HYDROMULCH, TACKIFIER, OR SIMILAR BEST MANAGEMENT PRACTICES [BMPS] ARE NOT ACCEPTABLE IN DITCHES/SWALESIF THE SLOPE IS GREATER THAN 2%)ARE APPROPRIATE BMP'S INSTALLED PROTECTING INLETS/OUTLETS?5. DO PIPE OUTLETS HAVE ENERGY DISSIPATION (WITHIN 24 HOURS OF CONNECTION)?6. IS CONSTRUCTION PHASING BEING FOLLOWED IN ACCORDANCE WITH THE SWPPP?7. ARE AREAS NOT TO BE DISTURBED MARKED OFF (FLAGS, SIGNS, ETC.)?COMMENTS:SEDIMENT CONTROL REQUIREMENTS (SECTION 9.1)1. ARE PERIMETER SEDIMENT CONTROLS INSTALLED PROPERLY ON ALL DOWN GRADIENT PERIMETERS?2. ARE APPROPRIATE BMPS INSTALLED PROTECTING INLETS, CATCH BASINS, AND CULVERT INLETS?3. IS A 50 FOOT NATURAL BUFFER PRESERVED AROUND ALL SURFACE WATERS DURING CONSTRUCTION?3.1. IF NO, HAVE REDUNDANT SEDIMENT CONTROLS BEEN INSTALLED?4. DO ALL ERODIBLE STOCKPILES HAVE PERIMETER CONTROL IN PLACE?5. IS THERE A TEMPORARY SEDIMENT BASIN ON SITE, AND IS IT BUILT AS REQUIRED IN SECTION 14 OF THE PERMIT?6. IS SOIL COMPACTION BEING MINIMIZED WHERE NOT DESIGNED FOR COMPACTION?7. IS TOPSOIL BEING PRESERVED UNLESS INFEASIBLE?8. IF CHEMICAL FLOCCULANTS ARE USED, IS THERE A CHEMICAL FLOCCULANT PLAN IN PLACE?COMMENTS:DISCLOSURES:·AFTER DISCOVERY, THE PERMIT REQUIRES MANY OF THE DEFICIENCIES THAT MAY BE FOUND ON SITE BE CORRECTED WITHIN A SPECIFIED PERIOD OF TIME. SEE PERMIT FORMORE DETAILS.·THE PERMITTEE(S) IS/ARE RESPONSIBLE FOR THE INSPECTION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT BMPS AS WELL ASEROSION PREVENTION AND SEDIMENT CONTROL BMPS UNTIL ANOTHER PERMITTEE HAS OBTAINED COVERAGE UNDER THIS PERMIT ACCORDING TO SECTION 3, OR THEPROJECT HAS MET THE TERMINATION CONDITIONS OF THE PERMIT AND A NOTICE OF TERMINATION HAS BEEN SUBMITTED TO THE MINNESOTA POLLUTION CONTROL AGENCY.Y N N/AY N N/A7 DAY RAINY NMAINTENANCE AND INSPECTIONS (SECTION 11)1. ARE ALL PREVIOUSLY STABILIZED AREAS MAINTAINING GROUND COVER?2. ARE PERIMETER CONTROLS MAINTAINED AND FUNCTIONING PROPERLY, SEDIMENT REMOVED WHEN ONE-HALF FULL?3. ARE INLET PROTECTION DEVICES MAINTAINED AND ADEQUATELY PROTECTING INLETS?4. ARE THE TEMPORARY SEDIMENT BASINS BEING MAINTAINED AND FUNCTIONING PROPERLY?5. ARE VEHICLE TRACKING BMPS AT SITE EXISTS IN PLACE AND MAINTAINED AND FUNCTIONING PROPERLY?6. IS ALL TRACKED SEDIMENT BEING REMOVED WITHIN 24 HOURS?7. HAVE ALL SURFACE WATERS, DITCHES, CONVEYANCES, AND DISCHARGE POINTS BEEN INSPECTED?8. WERE ANY DISCHARGES SEEN DURING THIS INSPECTION (I.E., SEDIMENT, TURBID WATER, OR OTHERWISE)?IF YES, RECORD THE LOCATION OF ALL POINTS OF DISCHARGE. PHOTOGRAPH AND DESCRIBE THE DISCHARGE (SIZE, COLOR, ODOR, FOAM, OIL SHEEN, TIME, ETC.).DESCRIBE HOW THE DISCHARGE WILL BE ADDRESSED. WAS THE DISCHARGE A SEDIMENT DELTA? IF YES, WILL THE DELTA BE RECOVERED WITHIN SEVEN DAYS ANDIN ACCORDANCE WITH ITEM 11.5 OF THE PERMIT?COMMENTS:Y N N/APOLLUTION PREVENTION (SECTION 12)1. ARE ALL CONSTRUCTION MATERIALS THAT CAN LEACH POLLUTANTS UNDER COVER OR PROTECTED?2. ARE HAZARDOUS MATERIALS BEING PROPERLY STORED?3. ARE APPROPRIATE BMPS BEING USED TO PREVENT DISCHARGES ASSOCIATED WITH FUELING AND MAINTENANCE OFEQUIPMENT OR VEHICLES?4. ARE ALL SOLID WASTES BEING PROPERLY CONTAINED AND DISPOSED OF?5. IS THERE A CONCRETE/OTHER MATERIAL WASHOUT AREA ON SITE AND IS IT BEING USED?6. IS THE CONCRETE WASHOUT AREA MARKED WITH A SIGN?7. ARE THE CONCRETE/OTHER MATERIAL WASHOUT AREAS PROPERLY MAINTAINED?COMMENTS:Y N N/AOTHER1. IS A COPY OF THE SWPPP, INSPECTION RECORDS, AND TRAINING DOCUMENTATION LOCATED ON THE CONSTRUCTIONSITE, OR CAN IT BE MADE AVAILABLE WITHIN 72 HOURS?2. HAS THE SWPPP BEEN FOLLOWED AND IMPLEMENTED ON SITE, AND AMENDED AS NEEDED?3. IS ANY DEWATERING OCCURRING ON SITE?IF YES, WHAT BMPS ARE BEING USED TO ENSURE THAT CLEAN WATER IS LEAVING THE SITE AND THE DISCHARGE IS NOTCAUSING EROSION OR SCOUR?4. WILL A PERMANENT STORMWATER MANAGEMENT SYSTEM BE CREATED FOR THIS PROJECT IF REQUIRED AND INACCORDANCE WITH SECTION 15 OF THE PERMIT (IF ADDING AN ACRE OR MORE OF NEW IMPERVIOUS SURFACE)?IF YES, DESCRIBE:5. IF INFILTRATION/FILTRATION SYSTEMS ARE BEING CONSTRUCTED, ARE THEY MARKED AND PROTECTED FROMCOMPACTION AND SEDIMENTATION?6. DESCRIPTION OF AREAS OF NON-COMPLIANCE NOTED DURING THE INSPECTION, REQUIRED CORRECTIVE ACTIONS, AND RECOMMENDED DATE OF COMPLETION OFCORRECTIVE ACTIONS:7. PROPOSED AMENDMENTS TO THE SWPPP:8. POTENTIAL AREAS OF FUTURE CONCERN:9. ADDITIONAL COMMENTSY N N/AY NATTACHMENT C: MAINTENANCE PLAN FOR PERMANENT STORM WATER TREATMENT SYSTEMATTACHMENT C - CHAMBERFACILITY MANAGEMENT SCHEDULE1. ALL GRIT CHAMBERS, SUMP CATCH BASINS, SUMP MANHOLES, OUTLET STRUCTURES, CULVERTS, OUTFALL STRUCTURES ANDOTHER STORM WATER FACILITIES FOR WHICH MAINTENANCE REQUIREMENTS ARE NOT OTHERWISE SPECIFIED HEREIN MUSTBE INSPECTED IN THE SPRING, SUMMER AND FALL OF EACH YEAR. WITHIN 30 DAYS OF THE INSPECTION DATE, ALLACCUMULATED SEDIMENT AND DEBRIS MUST BE REMOVED SUCH THAT EACH STORM WATER FACILITY OPERATES ASDESIGNED AND PERMITTED. CONTRIBUTING DRAINAGE AREAS MUST BE KEPT CLEAR OF LITTER AND VEGETATIVE DEBRIS,INFLOW PIPES AND OVERFLOW SPILLWAYS KEPT CLEAR, INLET AREAS KEPT CLEAN, AND UNDESIRABLE VEGETATIONREMOVED. EROSION IMPAIRING THE FUNCTION OR INTEGRITY OF THE FACILITIES, IF ANY, WILL BE CORRECTED, AND ANYSTRUCTURAL DAMAGE IMPAIRING OR THREATENING TO IMPAIR THE FUNCTION OF THE FACILITIES MUST BE REPAIRED.2. VOLUME CONTROL FACILITIES AND CONTRIBUTING DRAINAGE AREAS MUST BE INSPECTED EVERY THREE MONTHS DURINGTHE OPERATIONAL PERIOD (BETWEEN SPRING SNOWMELT AND FIRST SUBSTANTIAL SNOWFALL) AND MONITORED AFTERRAINFALL EVENTS OF 1 INCH OR MORE TO ENSURE THAT THE CONTRIBUTING DRAINAGE AREA IS CLEAR OF LITTER ANDDEBRIS, INFLOW PIPES AND OVERFLOW SPILLWAYS ARE CLEAR, INLET AREAS ARE CLEAN, UNDESIRABLE VEGETATION ISREMOVED AND THERE IS NO EROSION IMPAIRING OR THREATENING TO IMPAIR THE FUNCTION OF A FACILITY. IF SEDIMENTHAS ACCUMULATED IN A INFILTRATION FEATURE, WITHIN 30 DAYS OF INSPECTION DEPOSITED SEDIMENTS MUST BEREMOVED, THE INFILTRATION CAPACITY OF THE UNDERLYING SOILS MUST BE RESTORED, AND ANY SURFACE DISTURBANCEMUST BE STABILIZED. INSPECTION MUST ENSURE THAT SEDIMENT TRAPS AND FOREBAYS ARE TRAPPING SEDIMENT ANDTHAT MORE THAN 50 PERCENT OF THE STORAGE VOLUME REMAINS, THE CONTRIBUTING DRAINAGE AREA IS STABLE (I.E., NOEROSION IS OBSERVED), AND INLETS AND OUTLET/OVERFLOW SPILLWAYS ARE IN GOOD CONDITIONS WITH NO EROSION.MAINTENANCE TECHNIQUES USED MUST PROTECT THE INFILTRATION CAPACITY OF THE PRACTICE BY LIMITING SOILCOMPACTION TO THE GREATEST EXTENT POSSIBLE (E.G., BY USING LOW-IMPACT EARTH-MOVING EQUIPMENT).3.UNDERGROUND STORAGE CHAMBERS MUST BE INSPECTED AT LEAST ONCE A YEAR TO ENSURE THAT ADEQUATE STORAGECAPACITY REMAINS. CAPACITY WILL BE CONSIDERED INADEQUATE IF SEDIMENT HAS DECREASED THE STORAGE VOLUME BY 50PERCENT OF ITS ORIGINAL DESIGN VOLUME. ACCUMULATED DEBRIS AND SEDIMENT WILL BE REMOVED, AND INLET AND OUTLETSTRUCTURES WILL BE CLEARED OF ANY FLOW IMPEDIMENTS.Page 353 of 1184 5.5 CAL MAPLE5ACER RUBRUM / RED MAPLE5.5" CAL.4.5 CAL SWAMP WHITE OAK5QUERCUS BICOLOR / SWAMP WHITE OAK4.5" CAL.3.5 CAL BIRCH6BETULA POPULIFOLIA `WHITESPIRE` / WHITESPIRE GRAY BIRCH3.5" CAL2.5 CAL RED PINE3PINUS RESINOSA / RED PINE2.5" CAL.2.5 CAL SERVICEBERRY5AMELANCHIER X GRANDIFLORA 'AUTUMN BRILLIANCE' / AUTUMN BRILLIANCE APPLE SERVICEBERRY2.5" CAL.ARBOR VITAE20THUJA OCCIDENTALIS / AMERICAN ARBORVITAE2" CAL.KARL FOERSTER GRASS40CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' / KARL FOERSTER FEATHER REED GRASS#1POLLINATOR MIX1,450 SFASCLEPIAS INCARNATA / SWAMP MILKWEED57#1ASCLEPIAS TUBEROSA / BUTTERFLY MILKWEED57#1ASTER LAEVIS / SMOOTH ASTER57#1ECHINACEA PURPUREA / PURPLE CONEFLOWER57#1ECHINACEA PURPUREA 'ALBA' / WHITE CONEFLOWER57#1RUDBECKIA HIRTA / BLACK-EYED SUSAN95#1TALLGRASS MIX965 SFPANICUM VIRGATUM / SWITCH GRASS80#1SCHIZACHYRIUM SCOPARIUM / LITTLE BLUESTEM80#1DWARF RED TWIG DOGWOOD750 SFCORNUS STOLONIFERA / RED TWIG DOGWOOD86#5BUSH HONEYSUCKLE3,010 SFLONICERA DIERVILLA / HONEYSUCKLE256#5TURF6,092 SFNO-MOW7,940 SFPLANT SCHEDULECODEDESCRIPTIONQTYCURBCONCRETE CURB68 LFEDGINGSTEEL EDGER1,054 LFMINERAL MULCHMINERAL MULCH7.56 CYPAVINGSTANDARD CONCRETE PAVING10,396 SFINTEGRAL COLOR CONCRETE PAVING1,935 SFSITE FURNITUREFREESTANDING CURVED WOOD BENCH44 LFWOOD BENCH TOP14 LFSTAIRSCONCRETE STAIR399 SFWALLCIP CONCRETE WALL214 LFCB-101ED-101MM-01P-01P-02SF-01SF-02ST-01WL-01MATERIALS SCHEDULEPROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FORCONSTRUCTION2/19/2025 12:34:18 PM 2024-1264BMS JS02/21/255115 Arcadia Avenue5115 ArcadiaAvenueEdina, MNLAND USEAPPLICATION2/24/2025No.Description DateLANDSCAPE NOTES ANDSCHEDULESL1.0EXISTING CONDITIONS &SITE REMOVAL NOTESSITE REMOVAL NOTES1. EXISTING SITE INFORMATION WAS PROVIDED BY OTHERS. ACTUALFIELD CONDITIONS MAY VARY. FIELD VERIFY UTILITY LOCATIONSAND ELEVATIONS PRIOR TO CONSTRUCTION.2. THE LOCATIONS OF EXISTING UTILITIES SHOWN ON THIS PLAN HAVEBEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE ANDARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THELANDSCAPE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THEIRACCURACY. PRIOR TO THE START OF DEMOLITION ACTIVITY, THECONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR ONSITELOCATIONS OF EXISTING UTILITIES. THE CONTRACTOR IS REQUIREDTO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT EXISTINGUTILITIES OR STRUCTURES LOCATED AT THE WORK SITE.3. CONTRACTOR TO VERIFY THE LOCATION OF UNDERGROUNDUTILITIES PRIOR TO BEGINNING ANY CONSTRUCTION BY CALLINGGOPHER STATE ONE-CALL AT 651-454-0002 (METRO) OR1-800-252-1166 (OUT-STATE).4. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITYCOMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OFUTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITYCOMPANY CONCERNING PORTIONS OF WORK WHICH MAY BEPERFORMED BY UTILITY COMPANY'S FORCES AND FEES WHICH ARETO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THECONTRACTOR IS RESPONSIBLE FOR PAYING FEES AND CHARGES.5. ALWAYS VERIFY BENCHMARK ELEVATIONS BETWEEN TWOBENCHMARKS.6. REMOVAL ITEMS BECOME THE PROPERTY OF THE CONTRACTORUNLESS SPECIFIED OTHERWISE. THE CONTRACTOR IS RESPONSIBLEFOR REMOVING DEBRIS FROM THE SITE AND DISPOSING THE DEBRISIN A LAWFUL MANNER PER LOCAL GOVERNING AGENCIES. THECONTRACTOR IS RESPONSIBLE FOR OBTAINING PERMITS REQUIREDFOR DEMOLITION AND DISPOSAL. FACILITIES TO BE REMOVED SHALLBE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADEWITH SUITABLE COMPACTED FILL MATERIAL PER THESPECIFICATIONS.7. PRIOR TO DEMOLITION, EROSION CONTROL DEVICES ARE TO BEINSTALLED WHERE NECESSARY AND OBTAIN AN NPDES STORMWATER PERMIT. REFER TO CIVIL FOR EROSION CONTROL.8. DAMAGE TO REMAINING EXISTING CONDITIONS WILL BE REPLACEDAT CONTRACTOR'S EXPENSE AND SHALL BE EQUAL TO OR EXCEEDTHE QUALITY OF CONSTRUCTION PRIOR TO DAMAGE.9. CONCRETE PAVEMENT, SIDEWALKS, CURB AND GUTTER, AND OTHERPOURED CONCRETE ITEMS ARE TO BE REMOVED TO AN EXISTINGEXPANSION OR CONTRACTION JOINT.10. CONTRACTOR SHALL LIMIT SAW-CUT AND PAVEMENT REMOVAL TOONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESECONSTRUCTION PLANS. IF DAMAGE IS INCURRED ON THESURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BERESPONSIBLE FOR ITS REMOVAL AND REPAIR AT NO ADDITIONALCOST TO THE OWNER. BITUMINOUS PAVEMENT REMOVALS ARE TOBE MADE WITH A VERTICAL SAW CUT OR TO A NEAT MILLED EDGE.11. CONTRACTOR SHALL PRESERVE VEGETATION NOT TO BE REMOVEDBY CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FORRE-SEEDING OR SODDING AREAS DISTURBED BY CONSTRUCTION.12. LOCATION AND ELEVATIONS OF IMPROVEMENTS TO BE MET (ORAVOIDED) SHALL BE CONFIRMED BY THE CONTRACTOR THROUGHFIELD EXPLORATIONS PRIOR TO CONSTRUCTION. CONTRACTORSHALL REPORT TO THE LANDSCAPE ARCHITECT DISCREPANCIESBETWEEN THEIR MEASUREMENTS AND THESE PLANS. CONTRACTORSHALL ALSO MAKE EXPLORATION EXCAVATIONS AND LOCATEEXISTING UNDERGROUND UTILITIES SUFFICIENTLY AHEAD OFCONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARENECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTINGFACILITIES. CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARYMEASURES TO PROTECT THE UTILITY LINES SHOWN AND OTHEREXISTING LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS.13. EXISTING UTILITIES TO REMAIN IN PLACE UNLESS SPECIFICALLYMARKED ON THIS SHEET.SITE AND LANDSCAPE NOTESSITE PREPARATION NOTES1. CONTRACTOR SHALL INSPECT THE SITE AND BECOME FAMILIARWITH EXISTING CONDITIONS RELATING TO THE NATURE AND SCOPEOF WORK.2. CONTRACTOR SHALL VERIFY PLAN LAYOUT AND BRING TO THEATTENTION OF THE LANDSCAPE ARCHITECT DISCREPANCIES WHICHMAY COMPROMISE THE DESIGN OR INTENT OF THE LAYOUT.3. CONTRACTOR SHALL ASSURE COMPLIANCE WITH APPLICABLECODES AND REGULATIONS GOVERNING THE WORK AND MATERIALSSUPPLIED.4. CONTRACTOR SHALL PROTECT EXISTING ROADS, CURBS/GUTTERS,TRAILS, TREES, LAWNS AND SITE ELEMENTS DURINGCONSTRUCTION OPERATIONS. DAMAGE TO SAME SHALL BEREPAIRED AT NO ADDITIONAL COST TO THE OWNER.5. CONTRACTOR SHALL VERIFY ALIGNMENT AND LOCATION OFUNDERGROUND AND ABOVE GRADE UTILITIES AND PROVIDE THENECESSARY PROTECTION FOR SAME BEFORE CONSTRUCTIONBEGINS (MINIMUM 10' CLEARANCE).6. CONTRACTOR SHALL COORDINATE THE PHASES OF CONSTRUCTIONAND PLANTING INSTALLATION WITH OTHER CONTRACTORSWORKING ON SITE.7. UNDERGROUND UTILITIES SHALL BE INSTALLED SO THAT TRENCHESDO NOT CUT THROUGH ROOT SYSTEMS OF EXISTING TREES TOREMAIN.8. EXISTING CONTOURS, TRAILS, VEGETATION, CURB/GUTTER ANDOTHER ELEMENTS ARE BASED UPON INFORMATION SUPPLIED TOTHE LANDSCAPE ARCHITECT BY OTHERS. CONTRACTOR SHALLVERIFY DISCREPANCIES PRIOR TO CONSTRUCTION AND NOTIFYLANDSCAPE ARCHITECT OF SAME.9. HORIZONTAL AND VERTICAL ALIGNMENT OF PROPOSED WALKS,TRAILS OR ROADWAYS ARE SUBJECT TO FIELD ADJUSTMENTREQUIRED TO CONFORM TO LOCALIZED TOPOGRAPHIC CONDITIONSAND TO MINIMIZE TREE REMOVAL AND GRADING. CHANGES INALIGNMENT AND GRADES MUST BE APPROVED BY THE LANDSCAPEARCHITECT PRIOR TO IMPLEMENTATION.10. CONTRACTOR SHALL REVIEW THE SITE FOR DEFICIENCIES IN SITECONDITIONS WHICH MIGHT NEGATIVELY AFFECT PLANTESTABLISHMENT, SURVIVAL OR WARRANTY. UNDESIRABLE SITECONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THELANDSCAPE ARCHITECT PRIOR TO COMMENCEMENT OF WORK.11. CONTRACTOR IS RESPONSIBLE FOR ONGOING MAINTENANCE OFNEWLY INSTALLED MATERIALS UNTIL TIME OF SUBSTANTIALCOMPLETION. REPAIR OF ACTS OF VANDALISM OR DAMAGE WHICHMAY OCCUR PRIOR TO SUBSTANTIAL COMPLETION SHALL BE THERESPONSIBILITY OF THE LANDSCAPE CONTRACTOR.12. EXISTING TREES OR SIGNIFICANT SHRUB MASSINGS FOUND ON SITESHALL BE PROTECTED AND SAVED UNLESS NOTED TO BE REMOVEDOR ARE LOCATED IN AN AREA TO BE GRADED. QUESTIONSREGARDING EXISTING PLANT MATERIAL SHALL BE BROUGHT TO THEATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO REMOVAL.13. EXISTING TREES TO REMAIN, UPON DIRECTION OF LANDSCAPEARCHITECT, SHALL BE FERTILIZED AND PRUNED TO REMOVE DEADWOOD, DAMAGED AND RUBBING BRANCHES.14. CONTRACTOR SHALL PREPARE AND SUBMIT A WRITTEN REQUESTFOR THE SUBSTANTIAL COMPLETION INSPECTION OF LANDSCAPEAND SITE IMPROVEMENTS PRIOR TO SUBMITTING FINAL PAYREQUEST.15. CONTRACTOR SHALL PREPARE AND SUBMIT REPRODUCIBLEAS-BUILT DRAWING(S) OF LANDSCAPE INSTALLATION, IRRIGATIONAND SITE IMPROVEMENTS UPON COMPLETION OF CONSTRUCTIONINSTALLATION AND PRIOR TO SUBSTANTIAL COMPLETION.16. SYMBOLS ON PLAN DRAWING TAKE PRECEDENCE OVER SCHEDULESIF DISCREPANCIES IN QUANTITIES EXIST. SPECIFICATIONS ANDDETAILS TAKE PRECEDENCE OVER NOTES.SOIL TESTING1. CONTRACTOR SHALL OBTAIN A SOIL SAMPLE(S) FROM PROJECT SITEAND/OR SALVAGED TOPSOIL STOCKPILE AND SUBMIT TOINDEPENDENT TESTING AGENCY. ANALYSIS ANDRECOMMENDATIONS FOR (INCLUDING BUT NOT LIMITED TO)MACRONUTRIENTS, MICRONUTRIENTS, COMPOSITION AND SOLUBLESALTS SHALL BE PROVIDED.2. CONTRACTOR SHALL PROVIDE TWO SERIES OF TESTS: FIRST, PRIORTO CONSTRUCTION; SECOND, AFTER SOIL IS AMENDED, PRIOR TOPLANTING.3. CONTRACTOR SHALL PROVIDE ANALYSIS RESULTS ANDRECOMMENDATIONS TO THE LANDSCAPE ARCHITECT FOR REVIEWAND APPROVAL PRIOR TO SOIL AMENDMENT AND PRIOR TOPLANTING.GRADING1. ROUGH GRADING AND FINISHED GRADING TO BE DONE BY OTHERSEXCEPT WHERE NOTED.2. GRADING LIMITS ARE DEFINED AS THE JUNCTURE OF PROPOSEDGRADE WITH EXISTING GRADE UNLESS NOTED OTHERWISE.3. GRADING LIMITS AND LIMITS OF WORK SHOWN ON PLAN ARE ONLYAPPROXIMATE AND MAY BE ADJUSTED IN FIELD BY LANDSCAPEARCHITECT. WORK OUTSIDE OF THESE LIMITS WILL BE DONE ATLANDSCAPE CONTRACTORS EXPENSE UNLESS DIRECTED BYLANDSCAPE ARCHITECT OR OWNER IN WRITING.4. FILL/CUT AS NECESSARY TO PROVIDE A 1% MINIMUM GRADE AWAYFROM BUILDINGS WITHIN LIMITS OF CONSTRUCTION.5. SALVAGE TOPSOIL FROM THE EARTHWORK AREAS AS APPROPRIATEOR AS INDICATED ON PLANS AND STOCKPILE FOR REUSE.6. MAINTAIN A UNIFORM GRADE BETWEEN CONTOURS IN AREAS TO BEGRADED UNLESS NOTED OTHERWISE.7. ELEVATIONS, IF SHOWN ARE FINISHED ELEVATIONS. SPOTELEVATIONS TAKE PRECEDENCE OVER CONTOURS.8. ADD EROSION CONTROL MEASURES IF GRADES GREATER THAN 3:1OR IF CONDITIONS WARRANT. REFER TO MNDOT SPECIFICATIONSFOR EROSION CONTROL.9. CONTRACTOR SHALL CONTACT PUBLIC UTILITIES FOR LOCATION OFUNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES,VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING.LANDSCAPE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVEIF DAMAGED DURING CONSTRUCTION AT NO ADDITIONAL COST TOTHE OWNER.10. CONTRACTOR SHALL PROVIDE PROPER EROSION CONTROLMEASURES AS REQUIRED TO ENSURE THAT EROSION IS KEPT TO ANABSOLUTE MINIMUM.11. PROVIDE TEMPORARY COVERING FOR CATCH BASINS AND MANHOLES UNTIL FINISHED GRADING IS COMPLETE.12. CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS AS NEEDED.13. PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCESSHALL BE INSTALLED PRIOR TO CONSTRUCTION. REFER TO STATESPECIFICATIONS FOR AGGREGATE BASE AND SILT FENCE.14. CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROLMEASURES PER LOCAL POLLUTION CONTROL AGENCY ANDSPECIFICATIONS.15. WITHIN TWO WEEKS OF FINISHED SITE GRADING, DISTURBED AREASSHALL BE STABILIZED WITH SEED, SOD, MULCH OR ROCK BASE.16. CONTRACTOR SHALL MAINTAIN EROSION CONTROL MEASURES,INCLUDING THE REMOVAL OF ACCUMULATED SILT IN FRONT OF SILTFENCES AND EXCESS SEDIMENT IN PROPOSED CATCH BASINS, FORTHE DURATION OF CONSTRUCTION.17. CONTRACTOR SHALL REMOVE EROSION CONTROL MEASURESAFTER VEGETATION IS ESTABLISHED AND DISPOSE OF OFF SITE.18. CONTRACTOR SHALL ENSURE THAT SOIL CONDITIONS AND COMPACTION ARE ADEQUATE TO ALLOW FOR PROPER DRAINAGEAROUND THE CONSTRUCTION SITE. UNDESIRABLE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPEARCHITECT PRIOR TO BEGINNING OF WORK. IT SHALL BE THELANDSCAPE CONTRACTOR'S RESPONSIBILITY TO ENSURE PROPERSURFACE AND SUBSURFACE DRAINAGE IN PLANTING AREAS.PLANTING1. SPRING PLANT MATERIAL INSTALLATION IS FROM APRIL 15 TO JUNE15.2. FALL CONIFEROUS PLANTING IS ACCEPTABLE FROM AUGUST 21 TOSEPTEMBER 30.3. FALL DECIDUOUS PLANTING IS ACCEPTABLE FROM AUGUST 15 UNTILNOVEMBER 15.4. ADJUSTMENTS TO PLANTING DATES MUST BE APPROVED IN WRITINGBY THE LANDSCAPE ARCHITECT.5. STAKE PROPOSED PLANTING LOCATIONS PER PLAN FOR REVIEWAND APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO INSTALL.6. PLANT MATERIAL SHALL COMPLY WITH THE CURRENT EDITION OFTHE AMERICAN STANDARD FOR NURSERY STOCK, ANSI Z60.1.UNLESS NOTED OTHERWISE, DECIDUOUS SHRUBS SHALL HAVE ATLEAST 5 CANES AT THE SPECIFIED HEIGHT. ORNAMENTAL TREESSHALL HAVE NO 'V' CROTCHES AND SHALL BEGIN BRANCHING NOLOWER THAN 3' FEET ABOVE THE ROOT BALL. STREET ANDBOULEVARD TREES SHALL BEGIN BRANCHING NO LOWER THAN 6'ABOVE PAVED SURFACE.7. INSTALL PLANT MATERIAL AFTER FINAL GRADING ANDCONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA.8. INSTALL PLANT MATERIALS PER PLANTING DETAILS.9. SUBSTITUTION REQUESTS FOR PLANT MATERIAL TYPE & SIZE SHALLBE SUBMITTED TO THE LANDSCAPE ARCHITECT FORCONSIDERATION PRIOR TO BIDDING. SUBSTITUTIONS AFTERBIDDING MUST BE APPROVED BY LANDSCAPE ARCHITECT AND ARESUBJECT TO CONTRACT ADJUSTMENTS.10. ADJUSTMENTS IN LOCATION OF PROPOSED PLANT MATERIALS MAYBE NEEDED IN FIELD. LANDSCAPE ARCHITECT MUST BE NOTIFIEDPRIOR TO ADJUSTMENT OF PLANTS.11. FERTILIZE PLANT MATERIALS IN ACCORDANCE WITH SOIL TESTRECOMMENDATIONS. [FERTILIZE PLANT MATERIAL UPONINSTALLATION WITH DRIED BONE MEAL AND OTHER APPROVEDFERTILIZER MIXED IN WITH THE PLANTING SOIL (PER THEMANUFACTURER'S INSTRUCTIONS) OR TREAT FOR SUMMER ANDFALL INSTALLATION WITH AN APPLICATION OF GRANULAR 10-0-5 OF12 OZ. PER 2.5" CALIPER TREE AND 6 OZ. PER SHRUB WITH ANADDITIONAL APPLICATION OF 10-0-10 THE FOLLOWING SPRING INTHE TREE SAUCER.]12. INSTALL 18" DEPTH OF PLANTING SOIL IN AREAS RECEIVING GROUNDCOVER, PERENNIALS, AND ANNUALS. PLANTING SOIL SHALLCONSIST OF MnDOT 3877-B MODIFIED TO CONTAIN A MAXIMUM OF30% SAND, A PH OF 7.1 MAX, OR AS OTHERWISE SPECIFIED IN THEPROJECT SPECIFICATIONS MANUAL.13. [TREE WRAPPING MATERIAL SHALL BE PAPER APPLIED FROM TRUNKFLARE TO FIRST BRANCH. WRAP SMOOTH-BARKED DECIDUOUSTREES PLANTED IN THE FALL PRIOR TO DECEMBER 1 AND REMOVEWRAPPING AFTER MAY 1.] [DO NOT WRAP TREES.]14. APPLY PRE-EMERGENT HERBICIDE (PREEN OR APPROVED EQUAL) INANNUAL, PERENNIAL, AND SHRUB BEDS FOLLOWED BY SHREDDEDHARDWOOD MULCH. REFER TO SPECIFICATIONS FOR ADDITIONALINFORMATION REGARDING USE OF HERBICIDES.MULCHING1. INSTALL [4" DEEP FINELY SHREDDED HARDWOOD MULCH] RINGS ATCONIFEROUS & DECIDUOUS TREES WITH NO MULCH IN DIRECT CONTACT WITH TREE TRUNK.2. INSTALL [3" DEEP FINELY SHREDDED HARDWOOD MULCH] RINGS ATSHRUB PLANTING AREAS WITH NO MULCH IN DIRECT CONTACT WITHSHRUB STEMS.3. INSTALL [3" DEEP FINELY SHREDDED MULCH] IN PERENNIALPLANTING BEDS. REMOVE ALL MULCH FROM STEMS OF PERENNIALS;PLANT STEMS SHOULD NOT BE IN DIRECT CONTACT WITH MULCH.WATERING1. PLANTED MATERIALS SHALL BE WATERED BY TEMPORARY MEANSUNTIL PLANTS ARE ESTABLISHED.2. TEMPORARY WATERING MEANS, METHODS, AND SCHEDULING SHALLBE THE CONTRACTOR'S RESPONSIBILITY. REMOVE TEMPORARYWATERING EQUIPMENT UPON PLANT ESTABLISHMENT.WARRANTY1. WARRANTY NEW PLANT MATERIAL THROUGH ONE CALENDAR YEARFROM THE DATE OF SUBSTANTIAL COMPLETION. NO PARTIALACCEPTANCE WILL BE CONSIDEREDTURF NOTES1. SOD AREAS DISTURBED DUE TO GRADING UNLESS NOTEDOTHERWISE.2. WHERE SOD ABUTS PAVED SURFACES, FINISHED GRADEOF SOD/SEED SHALL BE HELD 1" BELOW SURFACE ELEVATION OF TRAIL, SLAB, CURB, ETC.3. SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVESTAGGERED JOINTS. ON SLOPES STEEPER THAN 3:1 OR INDRAINAGE SWALES, SOD SHALL BE STAKED SECURELY [WITHWOODEN STAKES; NO METAL STAKES ARE ALLOWED].4. UNLESS NOTED OTHERWISE, THE APPROPRIATE DATES FOR SPRINGSEED & SOD PLACEMENT IS FROM THE TIME GROUND HAS THAWEDTO JUNE 15.5. FALL SODDING IS ACCEPTABLE FROM AUGUST 15 TO NOVEMBER 1.6. NO SOD NETTING ALLOWED ON SITE.IRRIGATION NOTES1. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN IRRIGATION LAYOUT PLAN AND SPECIFICATION THAT MEETS THEREQUIREMENTS OF THE PROVIDED PERFORMANCE SPECIFICATIONAS PART OF THE SCOPE OF WORK. SUBMIT LAYOUT PLAN ANDSPECIFICATIONS FOR APPROVAL BY THE LANDSCAPE ARCHITECTPRIOR TO ORDER AND/OR CONSTRUCTION. IT SHALL BE THECONTRACTOR'S RESPONSIBILITY TO ENSURE THAT SODDED/SEEDEDAND PLANTED AREAS ARE IRRIGATED PROPERLY, INCLUDING THOSEAREAS DIRECTLY AROUND AND ABUTTING BUILDING FOUNDATION.2. CONTRACTOR SHALL FIELD VERIFY WATER SUPPLY, VOLUME,PRESSURE AND LOCATION FOR SYSTEM TAP PRIOR TO SYSTEMDESIGN.3. [CONTRACTOR SHALL FIELD VERIFY AND INSPECT EXISTINGIRRIGATION SYSTEM LAYOUT, EQUIPMENT, CONDITION ANDOPERABILITY PRIOR TO SYSTEM DESIGN.]4. CONTRACTOR SHALL CONFIRM COMPLETE LIMITS OF IRRIGATIONWITH LANDSCAPE ARCHITECT PRIOR TO SUPPLYING SHOPDRAWINGS.5. CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT FOR INSPECTION AND APPROVAL OF AREAS RECEIVING DRIP IRRIGATION PRIOR TO INSTALLATION OF MULCH.6. CONTRACTOR SHALL PROVIDE THE OWNER AND LANDSCAPEARCHITECT WITH AS-BUILT DRAWINGS, DETAILED SYSTEMOPERATION INSTRUCTIONS AND AN IRRIGATION SCHEDULEAPPROPRIATE TO THE PROJECT SITE CONDITIONS AND PLANTEDMATERIAL GROWTH REQUIREMENTS.Page 354 of 1184 CONSTRUCTIONLIMITSCONSTRUCTIONLIMITS5,864 SFOFFICE / COMMERCIALDROP-OFFARCADIA AVE 1,479 SFTRASH / SERVICE28,288 SFPARKINGTERRACE4,200 SFLOBBYE D E N A V E UP TOLEVEL1.5DOWN TOLEVEL P1SERVICEENTRANCE232 SFFIRE PUMP395 SFELECGARAGEEXHAUST568 SFBIKE308 SFTRASH1A6.2T-01EX. LINDENT-02EX. LINDENT-03EX. SPRUCET-05EX. SPRUCEEX. HACKBERRYTO REMAINEX. LINDENTO REMAINT-07EX. SPRUCET-04EX. LINDENT-06EX. LINDENEX. TREE MASSTO REMAINPROPERTY BOUNDARYED EN A V E ARCADIA AVE EXISTING TREE TO REMAINREMOVE EXISTING TREETREE PROTECTION FENCELEGENDTREE REMOVAL SCHEDULECODESPECIESSIZET-01T-02T-03T-04T-05T-06T-07LINDENLINDENSPRUCELINDENSPRUCELINDENSPRUCE10" CAL.12" CAL.12" CAL.24" CAL.10" CAL.12" CAL.10" CAL.2/19/2025 12:34:18 PM PROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FORCONSTRUCTION2/19/2025 12:34:18 PM 2024-1264BMS JS02/21/255115 Arcadia Avenue5115 ArcadiaAvenueEdina, MNLAND USEAPPLICATION2/24/2025No.Description DateTREE PROTECTION PLANL2.0NORTH0SCALE:1"=20'20' 40'60'Page 355 of 1184 CONSTRUCTIONLIMITSCONSTRUCTIONLIMITS5,864 SFOFFICE / COMMERCIALDROP-OFFARCADIA AVE 1,479 SFTRASH / SERVICE28,288 SFPARKINGTERRACE4,200 SFLOBBYE D E N A V E UP TOLEVEL1.5DOWN TOLEVEL P1SERVICEENTRANCE232 SFFIRE PUMP395 SFELECGARAGEEXHAUST568 SFBIKE308 SFTRASH1A6.2P-01P-02SF-02SF-01P-01P-01P-01ED-101ED-101ED-101ED-101ST-01CB-101WL-01MM-01MM-01TPROPERTY BOUNDARYED EN A V E ARCADIA AVE CODEDESCRIPTIONQTYCURBCONCRETE CURB68 LFEDGINGSTEEL EDGER1,054 LFMINERAL MULCHMINERAL MULCH7.56 CYPAVINGSTANDARD CONCRETE PAVING10,396 SFINTEGRAL COLOR CONCRETE PAVING1,935 SFSITE FURNITUREFREESTANDING CURVED WOOD BENCH44 LFWOOD BENCH TOP14 LFSTAIRSCONCRETE STAIR399 SFWALLCIP CONCRETE WALL214 LFCB-101ED-101MM-01P-01P-02SF-01SF-02ST-01WL-01MATERIALS SCHEDULE2/19/2025 12:34:18 PM PROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FORCONSTRUCTION2/19/2025 12:34:18 PM 2024-1264BMS JS02/21/255115 Arcadia Avenue5115 ArcadiaAvenueEdina, MNLAND USEAPPLICATION2/24/2025No.Description DateHARDSCAPE PLANL3.0NORTH0SCALE:1"=20'20' 40'60'Page 356 of 1184 CONSTRUCTIONLIMITSCONSTRUCTIONLIMITS5,864 SFOFFICE / COMMERCIALDROP-OFFARCADIA AVE 1,479 SFTRASH / SERVICE28,288 SFPARKINGTERRACE4,200 SFLOBBYE D E N A V E UP TOLEVEL1.5DOWN TOLEVEL P1SERVICEENTRANCE232 SFFIRE PUMP395 SFELECGARAGEEXHAUST568 SFBIKE308 SFTRASH1A6.22.5 CAL SERVICEBERRY (1)Amelanchier x grandiflora 'Autumn Brilliance'2.5 CAL SERVICEBERRY (3)Amelanchier x grandiflora 'Autumn Brilliance'4.5 CAL SWAMP WHITE OAK (4)Quercus bicolor4.5 CAL SWAMP WHITE OAK (1)Quercus bicolor5.5 CAL MAPLE (4)Acer rubrum5.5 CAL MAPLE (1)Acer rubrum2.5 CAL RED PINE (3)Pinus resinosa3.5 CAL BIRCH (3)Betula populifolia `Whitespire`3.5 CAL BIRCH (3)Betula populifolia `Whitespire`2.5 CAL SERVICEBERRY (1)Amelanchier x grandiflora 'Autumn Brilliance'POLLINATOR MIX (222 sf)9 - Asclepias incarnata9 - Asclepias tuberosa9 - Aster laevis9 - Echinacea purpurea9 - Echinacea purpurea 'Alba'15 - Rudbeckia hirtaBUSH HONEYSUCKLE (1,943 sf)165 - Lonicera diervillaEXISTING TREE MASSEXISTING TREE TO REMAINTALLGRASS MIX (392 sf)33 - Panicum virgatum33 - Schizachyrium scopariumTURF (517 sf)DWARF RED TWIG DOGWOOD (164 sf)19 - Cornus stoloniferaTURF (517 sf)NO-MOW (7,940 sf)ARBOR VITAE (20)Thuja occidentalisNO-MOW (7,940 sf)EXISTING TREE TO REMAINTKARL FOERSTER GRASS (40)Calamagrostis x acutiflora 'Karl Foerster'PROPERTY BOUNDARYED EN A V E ARCADIA AVE 5.5 CAL MAPLE5ACER RUBRUM / RED MAPLE5.5" CAL.4.5 CAL SWAMP WHITE OAK5QUERCUS BICOLOR / SWAMP WHITE OAK4.5" CAL.3.5 CAL BIRCH6BETULA POPULIFOLIA `WHITESPIRE` / WHITESPIRE GRAY BIRCH3.5" CAL2.5 CAL RED PINE3PINUS RESINOSA / RED PINE2.5" CAL.2.5 CAL SERVICEBERRY5AMELANCHIER X GRANDIFLORA 'AUTUMN BRILLIANCE' / AUTUMN BRILLIANCE APPLE SERVICEBERRY2.5" CAL.ARBOR VITAE20THUJA OCCIDENTALIS / AMERICAN ARBORVITAE2" CAL.KARL FOERSTER GRASS40CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' / KARL FOERSTER FEATHER REED GRASS#1POLLINATOR MIX1,450 SFASCLEPIAS INCARNATA / SWAMP MILKWEED57#1ASCLEPIAS TUBEROSA / BUTTERFLY MILKWEED57#1ASTER LAEVIS / SMOOTH ASTER57#1ECHINACEA PURPUREA / PURPLE CONEFLOWER57#1ECHINACEA PURPUREA 'ALBA' / WHITE CONEFLOWER57#1RUDBECKIA HIRTA / BLACK-EYED SUSAN95#1TALLGRASS MIX965 SFPANICUM VIRGATUM / SWITCH GRASS80#1SCHIZACHYRIUM SCOPARIUM / LITTLE BLUESTEM80#1DWARF RED TWIG DOGWOOD750 SFCORNUS STOLONIFERA / RED TWIG DOGWOOD86#5BUSH HONEYSUCKLE3,010 SFLONICERA DIERVILLA / HONEYSUCKLE256#5TURF6,092 SFNO-MOW7,940 SFPLANT SCHEDULETREE REQUIREMENTSMIN. SIZEREQUIREDPROVIDED5.5" CAL. 4.5" CAL.3.5" CAL.2.5" CAL. 2.0" CAL.5566255662TOTAL2424(954 LF / 40 = 23.85)2/19/2025 12:34:18 PM PROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FORCONSTRUCTION2/19/2025 12:34:18 PM 2024-1264BMS JS02/21/255115 Arcadia Avenue5115 ArcadiaAvenueEdina, MNLAND USEAPPLICATION2/24/2025No.Description DatePLANTING PLANL4.0NORTH0SCALE:1"=20'20' 40'60'Page 357 of 1184 1136" RADIUSDIG PLANTING PIT 4" TO 6" DEEPER THAN ROOT BALL UNDISTURBED SUBGRADENOTE:CONTRACTOR SHALL BE RESPONSIBLE FORMAINTAINING TREES IN A PLUMB POSITIONTHROUGHOUT THE WARRANTY PERIOD. WRAPTREE TRUNKS ONLY UPON APPROVAL BYLANDSCAPE ARCHITECT. SEE SPECIFICATIONSECTION RELATED TO PLANTS AND SOILPREPARATION.EACH TREE SHALL BE PLANTED SUCH THAT THEROOT FLARE IS VISIBLE AT THE TOP OF THEROOT BALL. IF THE ROOT FLARE IS NOT VISIBLE,THE SOIL SHALL BE REMOVED IN A LEVELMANNER FROM THE ROOT BALL TO WHERE THEFIRST MAIN ORDER ROOT (12" DIA. OR LARGER)EMERGES FROM THE TRUNK. SET MAIN ORDERROOT 1" HIGHER THAN ADJACENT GRADE. DONOT COVER TOP OF ROOT BALL WITH SOIL.PLACE ROOT BALL ON UNDISTURBED ORCOMPACTED SOILTAMP SOIL AROUND ROOT BALL BASE FIRMLYWITH FOOT PRESSURE SO THAT ROOT BALLDOES NOT SHIFT4" BUILT-UP EARTH SAUCER BEYOND EDGE OFROOT BALLPLANTING PIT TO BE TWOTO FIVE TIMES THE DIAMETEROF THE ROOT BALL, SLOPEDPREPARED PLANTING SOILPER SPEC6' DIAMETERMULCH RINGREMOVE BURLAP, TWINE, ROPE AND WIRE FROMTOP HALF OF ROOT BALLEDGE CONDITION VARIES;REFER TO PLAN4" ORGANIC MULCH; DO NOT PLACE MULCH INCONTACT WITH TREE TRUNKSCARIFY SIDES OF TREE PITWITH SPADE BY HAND TO BINDWITH PREPARED PLANTING SOILDETAIL - TREE PLANTING3/4" = 1'-0"PROVIDE & INSTALL RODENT PROTECTION.12"HARDWIRE CLOTH MESH CYLINDER, 8" DIA. ORGREATER X 36" HGT; STAKE IN PLACE. PER SPECP-ED-011PREPARE PLANTING SOIL FORTHE ENTIRE BEDAPPLICATION OF PRE-EMERGENTHERBICIDE3" MULCH; DO NOT PLACE INCONTACT WITH SHRUB STEMPREPARE BED A MIN. 4" DEEPER THAN ROOT BALL 12" MIN.SPACINGDETAIL - SHRUB PLANTING1" = 1'-0"EDGE CONDITION VARIES;REFER TO PLANPLANTING SOIL FOR SHRUBSSCARIFY SIDES AND BOTTOM OF ENTIREBED WITH SPADE BY HAND TO BINDWITH PLANTING SOILUNDISTURBED SUBGRADECONTAINER GROWN MATERIALSHALL HAVE ROOTS HAND LOOSENEDP-ED-022PREPARE PLANTING SOIL FORTHE ENTIRE BED1'-6"6"MIN.SPACINGUNDISTURBED SUBGRADESCARIFY SIDES AND BOTTOM OF ENTIREBED WITH SPADE BY HAND TO BIND WITHPLANTING SOILPLANTING SOIL FOR PERENNIALSCONTAINER GROWN MATERIAL SHALLHAVE ROOTSH AND LOOSENEDEDGE CONDITION VARIES; REFER TO PLAN3" MULCH; DO NOT PLACE IN CONTACTWITH PLANT STEMDETAIL - PERENNIAL PLANTING1 1/2" = 1'-0"3P-ED-04HOLD FINISHED GRADE 1/2"BELOW EDGER- SEE PLAN FOREDGE CONDITION3/16" METAL EDGER W/ STAKEPLANTING AREA- SEE PLANTINGPLANTURF- SEE PLANTING PLANDETAIL - STEEL EDGER1 1/2" = 1'-0"P-ED-0942/19/2025 12:34:18 PM PROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FORCONSTRUCTION2/19/2025 12:34:18 PM 2024-1264BMS JS02/21/255115 Arcadia Avenue5115 ArcadiaAvenueEdina, MNLAND USEAPPLICATION2/24/2025No.Description DateLANDSCAPE DETAILSL5.0Page 358 of 1184 OPUS OFFICE BUILDING SITE PHOTOMETRIC PLANDesignerAJRDate02/19/2025ScaleAS NOTEDDrawing No.Summary1 of 10.40.50.60.70.81.01.01.00.90.90.90.90.90.91.01.01.01.00.90.70.60.50.40.20.20.10.10.10.30.81.91.80.90.60.91.92.61.80.90.60.91.92.51.80.80.60.91.82.41.70.70.70.60.60.81.01.41.81.60.90.40.40.40.30.40.40.30.40.40.40.30.20.20.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.02.71.01.41.81.91.91.61.21.00.80.61.31.61.92.02.01.81.51.21.00.81.41.72.01.91.61.41.10.91.41.71.92.02.01.91.71.51.31.11.41.61.81.92.01.91.81.61.41.21.31.41.61.71.81.81.71.61.51.31.11.21.41.51.61.71.71.61.51.41.01.11.21.41.51.71.71.71.71.50.91.01.11.31.51.71.81.91.91.80.80.91.01.21.41.71.92.12.12.00.70.80.91.11.31.71.92.12.12.00.70.81.31.61.82.02.01.90.61.21.41.61.71.81.61.21.31.41.41.21.11.11.11.00.90.90.80.80.70.70.70.60.60.60.50.52.22.20.20.30.10.20.30.10.20.30.10.20.30.10.20.52.22.91.20.52.22.91.20.52.22.91.20.52.22.91.20.52.21.64.93.01.75.04.93.01.75.04.93.01.75.04.93.01.75.01.44.12.54.91.33.90.31.31.44.12.54.91.33.90.00.00.00.00.05.70.62.74.42.60.72.64.42.60.72.64.42.60.72.64.42.63.35.04.41.54.54.41.54.54.41.54.54.40.74.34.52.60.72.64.42.60.72.64.42.60.72.64.42.60.4 0.45.45.45.45.45.4D @ 12'D @ 12'D @ 12'D @ 12'A1 @ 12'B @ 10'B @ 10'B @ 10'B @ 10'B @ 10'C @ 12'C @ 12'C @ 12'C @ 12'C @ 12'C @ 12'C @ 12'A2 @ 18'A2 @ 18'Plan ViewScale - 1" = 20ftScheduleSymbol Label Image QTY ManufacturerCatalogDescriptionNumberLampsLampOutputLLFInputPowerPolar PlotA11 Lithonia Lighting DSXW2 P2 40K T2S 5000 4000K 70CRI Type 2 Short15813 1 34.84A22 Lithonia Lighting DSXW2 P2 40K TFTM 5000 4000K 70CRI Forward Throw Medium 1 5368 1 34.84B5 Lithonia Lighting WPX0 LED ALO-1 40KMVOLTWPX0 LED, 850 Lumen setting, 4000KSetting, 120-277V1 829 1 6.0096C7 Gotham ArchitecturalLightingIVO4CYL WC D 15LM40K 80CRI WDL9/L14/L16 P BZRIVO4 Wall Cylinder 1500 Lumens 4000K80+ CRI Wide Batwing Open Parabolic DarkBronze no finish1 985 1 14.95D4 Gotham ArchitecturalLightingIVO4CYL WC D 15LM40K 80CRI WDL9/L14/L16 P BZRIVO4 Wall Cylinder 1500 Lumens 4000K80+ CRI Wide Batwing Open Parabolic DarkBronze no finish1 985 1 14.95StatisticsDescription Symbol Avg Max Min Max/Min Avg/MinProperty Line0.4 fc 2.7 fc 0.0 fc N/A N/ASurface Lot1.4 fc 2.2 fc 0.5 fc 4.4:1 2.8:1Terrace2.0 fc 5.7 fc 0.0 fc N/A N/ALobby3.1 fc 5.4 fc 0.4 fc 13.5:1 7.8:1Page 359 of 1184 Page 360 of 1184 Page 361 of 1184 468.972 7 0 . 4 9 158.14Δ=12°39'05"R=716.20D=8°00'00"170.37Point of Beginning of Line A& Line Described in Doc. No. 4517589Point 400 Feet NEFrom the Point of Termination of Line A& Line Described in Doc. No. 4517589Point of Termination of Line A& Line Described in Doc. No. 451758950.00P o i n t o f B e g i n n i n g of D e s c r i b e d P a r c e l 50.00Point 440 Feet NEFrom the Point of Termination of Line A& Line Described in Doc. No. 4517589NE Corner of Lot 4,Block 1, "Grand View Heights"N Line of Lot 4, Block 1,"Grand View Heights"& Its E'ly ExtensionBLOCK 1LOT 199.02 30.0030.00Width VariesWid th Va r ies Per Doc. No. 377401742.43N45°25'40"E S89°34'20"E 217.09S09°20'17"E 141.75S 5 4 ° 2 4 ' 3 0 "W 1 1 1 . 4 9 147.10Δ=12°39'05"R=666.2015.37S67°03'35"W43.53N64°10'39"WN00°25'40"E 235.41 30.0030.00 EXCEPTIONNW Corner of Lot 4,Block 1, "Grand View Heights"W Line of Lot 4, Block 1,"Grand View Heights"Access Restriction PerDoc. No. 3774017EXCEPTION Line Parallel with and Distant 50 Feet FromLine Described in Doc. No. 4517589Li n e A & L i n e D e s c r i b e d in D o c . N o . 4 5 1 7 5 8 968.54Point of Beginning of Line ADescribed in Doc. No. 4517589Point of Beginning of a LineDescribed in Doc. No. 451758950.00E'ly Line of Arcadia AvenueA Line Described inDoc. No. 4517589Point 444 Feet SW'ly From the Point of Beginningof Line Described in Doc. No. 4517589Access Restriction PerDoc. Nos. 4517589, 1356024,4637944 & 1421965Access OpeningLine A PerDoc. No. 4517589 W Line of Block 1,"Grand View Heights"Access Restriction PerDoc. No. 1471567618.38 201.86E 1/4 Corner ofSec. 28, Twp. 117, Rng. 21(Coordinate Position)E-W 1/4 Line ofSec. 28, Twp. 117, Rng. 21Per Doc. No. 4517589 1 0 0 . 0 0 A c c e s s R e s t r i c t i o n P e r D o c . N o s . 4 5 1 7 5 8 9 , 1 3 5 6 0 2 4 , 4 6 3 7 9 4 4 & 1 4 2 1 9 6 5 Access Restriction PerDoc. Nos. 4517589, 1356024& 1471567Corner Falls in Storm ManholeNo Monument Found or SetF o u n d 1 / 2 I n c h R e b a r Found 1/2 Inch Iron Pipew/Cap No. 44900Found 1/2 Inch Iron Pipew/Cap No. 44900Found Brass Plugw/Cap No. 44900Found Brass Plugw/Cap No. 44900Found Mag Nailw/Disc No. 44900Found 1/2 Inch Iron Pipew/Cap No. 44900PID: 2811721310009Address: 5113 Arcadia AvePID: 2811721310010Address: 5100 Eden AvePID: 2811721310011Address: 5100 Eden AvePID: 2811721310012Address: 5100 Eden AvePID: 2811721310013Address: 5100 Eden AvePID: 2811721310035Address: UnassignedPID: 2811721310056Address: UnassignedVICINITY MAPArcadia 5115 Eden Avenue, Edina, Hennepin County, Minnesota 55436 10350 Bren Rd W, Minnetonka, MN 55343 Opus Development Company PROJECTPROJECT NO.: 24614COPYRIGHT 2025 CIVIL SITE GROUP INC.cREVISION SUMMARYDATE DESCRIPTIONV2.0PRELIMINARY PLAT. .. .. .. .. .. .N44565RORY L. SYNSTELIENLICENSE NO.DATEI HEREBY CERTIFY THAT THIS SURVEY,PLAN, OR REPORT WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED LANDSURVEYOR UNDER THE LAWS OF THESTATE OF MINNESOTA.2-20-2025NCLIENT Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060QA/QCFIELD CREWDRAWN BYREVIEWED BYUPDATED BY.CJRS.PRELIMINARY PLAT GENERAL NOTESPROPERTY DESCRIPTION:Real property in the City of Edina, County of Hennepin, State of Minnesota, described as follows:Parcel 1:All of Tract 1 described below:Tract 1:That part of Tracts A, B and C, Registered Land Survey No. 7, described as follows: From a point on Line A described below, distant 400 feetNortheasterly of its point of termination run Northwesterly at right angles to said Line A for 50 feet to the point of beginning of Tract 1 to bedescribed; thence run Northwesterly to a point on the Easterly extension of the North line of Lot 4, Block 1, Grandview Heights, distant 30 feetEasterly of the Northeast corner of said Lot 4; thence run Easterly on said Easterly extension for 30 feet; thence run Southeasterly to a pointdistant 50 feet Northwesterly (measured at right angles) of a point on said Line A, distant 440 feet Northeasterly of its point of termination;thence run Southwesterly parallel with said Line A to the point of beginning;Line A: From a point on the East and West quarter line of Section 28, Township 117 North, Range 21 West, distant 201.86 feet West of the Eastquarter corner thereof, run Southwesterly at an angle of 96 degrees 39 minutes 13 seconds from said East and West quarter line (measuredfrom East to South) for 618.38 feet; thence deflect to the left at an angle of 13 degrees 58 minutes 55 seconds for 468.97 feet to the point ofbeginning of Line A to be described; thence deflect to the right at an angle of 61 degrees 23 minutes 45 seconds for 270.49 feet; thence deflectto the right on a 08 degrees 00 minute 00 second curve (delta angle 12 degrees 39 minutes 05 seconds) for 158.14 feet; thence on tangent tosaid curve for 170.37 feet and there terminating.(Torrens Property - Certificate of Title No. 1401080)Parcel 2:Tract A, Registered Land Survey No. 1307, Hennepin County, Minnesota.(Torrens Property - Certificate of Title No. 1401080)Parcel 3:Lot 4, Block 1, Grand View Heights, less and except that portion thereof acquired by the State of Minnesota in Warranty Deed recorded asDocument No. 3774017; and Lots 5, 6, 7 and 8, Block 1, Grand View Heights, less and except those portions thereof acquired pursuant to FinalCertificate recorded as Document No. 4517589, Hennepin County, Minnesota.(Abstract Property)This preliminary plat was prepared with the benefit of a Commitment for Title Insurance issued by First American Title Insurance Company,File No. NCS-1245571-MPLS, dated December 31, 2024, provided to us by the client.DATE OF PREPARATION:2-20-2025Please note that the background survey information is per a survey performed by Sunde Land Surveying dated 3/28/2023 provided to us by the client.APPLICANT:Opus Development Company10350 Bren Road W, Minnetonka, MN 55343Kit Bennett952-656-4416kit.bennett@opus-group.comAREAS:Proposed Lot 1 = 59,402 Sq. Ft. or 1.364 AcresFLOOD ZONE:This property is contained in Zone X (area determined to be outside the 0.2% annual chance floodplain) per Flood Insurance Rate Map,Community Panel No. 27053C0361F, effective date of November 4, 2016.________________________________________________________Rory L. Synstelien Minnesota License No. 44565rory@civilsitegroup.comPRELIMINARY PLAT:EDEN ARCADIAOVERHEAD UTILITIESGASMAINSANITARY SEWERSTORM SEWERFIBER/COMM. LINEELECTRIC LINE (RECORD)WATERMAINELECTRIC LINEGASMAIN (RECORD)CHAINLINK FENCE LINELinetype & Symbol Legend CONCRETE SURFACEPAVER SURFACEBITUMINOUS SURFACEGRAVEL/LANDSCAPE SURFACEIRON FENCE LINEGUARDRAILWATERMAIN (RECORD)SANITARY SEWER (RECORD)STORM SEWER (RECORD)FIBER/COMM. LINE (RECORD)TELEPHONE LINE (RECORD)TELEPHONE LINESIGNSANITARY MANHOLESTORM MANHOLECABLE TV BOXTELEPHONE MANHOLEELECTRIC TRANSFORMERTELEPHONE BOXTRAFFIC SIGNALGAS METERELECTRICAL METERWATER MANHOLEWATER VALVEAIR CONDITIONERBOLLARDCATCH BASINELECTRIC MANHOLEGAS VALVEFLAG POLEHANDICAP SYMBOLFOUND IRON MONUMENTHYDRANTCAST IRON MONUMENTSET OR TO BE SET IRON MONUMENTFLARED END SECTIONPOWER POLEUTILITY MANHOLEGUY WIRECONIFEROUS TREEDECIDUOUS TREEROOF DRAINSEWER CLEAN OUTFIRE CONNECTIONWELLUTILITY VAULTPOST INDICATOR VALVEGAS MANHOLEHAND HOLEFIBER/COMM. MANHOLEMAIL BOXFUEL TANKELECTRICAL OUTLETSB SOIL BORINGLIGHT POLEACCESS RESTRICTIONWOODEN FENCE LINESATELLITE DISHBUSH/SHRUB60153001530SCALE IN FEETPage 362 of 1184 File #193807376 March 17, 2025 DRAFT Prepared by: Stantec Consulting Services Inc. One Carlson Parkway Plymouth, MN 55447 Phone: 763-479-4200 Fax: 763-479-4242 Prepared for: City of Edina 4801 W. 50th Street Edina, MN 55424 Traffic and Parking Study for 5115 Arcadia Avenue S Edina, MN Page 363 of 1184 March 2025 i DRAFT Table of Contents TABLE OF CONTENTS ..................................................................................... I 1.0 EXECUTIVE SUMMARY ...................................................................... 1-1 2.0 PURPOSE AND BACKGROUND ........................................................... 2-1 3.0 EXISTING CONDITIONS .................................................................... 3-1 4.0 TRAFFIC FORECASTS ........................................................................ 4-1 5.0 TRAFFIC ANALYSIS ........................................................................... 5-5 6.0 PARKING ANALYSIS ......................................................................... 6-1 7.0 CONCLUSIONS AND RECOMMENDATIONS ......................................... 7-1 8.0 APPENDIX ........................................................................................ 8-1 FIGURES FIGURE 1 PROJECT LOCATION .................................................................. 2-2 FIGURE 2 SITE PLAN ................................................................................ 2-3 FIGURE 3 EXISTING CONDITIONS ............................................................. 3-4 FIGURE 4 WEEKDAY A.M. PEAK HOUR VOLUMES ........................................ 4-3 FIGURE 5 WEEKDAY P.M. PEAK HOUR VOLUMES ......................................... 4-4 I hereby certify that this report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. __________________________________ DATE: March 17, 2025 Edward F. Terhaar License No. 24441 Page 364 of 1184 March 2025 1-1 DRAFT 1.0 Executive Summary The purpose of this Traffic and Parking Study is to evaluate the impacts of a proposed office and commercial building located at 5115 Arcadia Avenue S. in Edina, MN. The proposed project will replace the existing office building at 5100 Eden Avenue S. This study examined weekday a.m. and p.m. peak hour traffic impacts of the proposed development at the following intersections: • Vernon Avenue/Interlachen Boulevard • Vernon Avenue/Arcadia Avenue • Vernon Avenue/TH 100 southbound ramps • Vernon Avenue/TH 100 northbound ramps • 50th Street/Eden Avenue • Eden Avenue/Willson Road • Eden Avenue/Grange Road • Eden Avenue/TH 100 southbound ramp/5115 Arcadia Avenue access • Arcadia Avenue/Eden Avenue • Vernon Avenue/Eden Avenue • Arcadia Avenue/5115 Arcadia Avenue access • Arcadia Avenue/southbound TH 100 ramp connection • Gus Young Ln/Arcadia Avenue The proposed project involves replacing the existing office building with a new 115,000 square foot office building with 6,600 square feet of commercial space and underground parking. The site plan shows 324 total parking spaces. As shown in the site plan, the project includes one access point on Arcadia Avenue and one on Eden Avenue. The project is expected to be completed in 2028. The conclusions drawn from the information and analyses presented in this report are as follows: • The proposed development is expected to generate 180 trips during the a.m. peak hour, 217 trips during the p.m. peak hour, and 1,800 trips daily. • The trips added to the roadway system by the proposed development are expected to have minimal impact on traffic operations on the surrounding street system. No improvements are needed at the subject intersections to accommodate the proposed project. • Parking data from the Institute of Transportation Engineers (ITE) was used to determine the expected parking demand for the proposed land uses. Data provided in the ITE publication Parking Generation, 6th Edition, results in a peak weekday parking demand of 277 spaces for the office and restaurant uses. For office and general retail, the peak parking demand is 242 spaces. • Edina City code requires a base count of 315 stalls with office and retail and 350 stalls with office and restaurant. The project qualifies for transit space reductions resulting in 284 spaces required for office and retail and 315 spaces for office and Page 365 of 1184 March 2025 1-2 DRAFT restaurant. • Based on this information, the 324 stalls proposed are expected to accommodate the forecasted peak parking demand. • Future plans for this area include buffered bike lanes on Eden Avenue and Vernon Avenue and standard bike lanes Arcadia Avenue and Gus Young Lane. The proposed project will benefit from the existing and proposed sidewalk and bicycle facilities in this area. • Per City requirements, a Travel Demand Management (TDM) plan is required for this project. The goal of the TDM plan is to reduce vehicular trips during peak hours and carbon emissions from vehicles. TDM strategies for this site include: o Providing maps that show the area bus routes and schedules. o Providing maps of bicycle and pedestrian facilities. o Providing information on starting and joining commuter programs. o Providing bicycle parking spaces for employees and facility users. The goal of the TDM plan is a 10 percent reduction in single occupant vehicle trips. The TDM plan strategies should be implemented at the time the project is complete and fully operational. Page 366 of 1184 March 2025 2-1 DRAFT 2.0 Purpose and Background The purpose of this Traffic and Parking Study is to evaluate the impacts of a proposed office and commercial building located at 5115 Arcadia Avenue S. in Edina, MN. The proposed project will replace the existing office building at 5100 Eden Avenue S. The project location is shown in Figure 1. This study examined weekday a.m. and p.m. peak hour traffic impacts of the proposed development at the following intersections: • Vernon Avenue/Interlachen Boulevard • Vernon Avenue/Arcadia Avenue • Vernon Avenue/TH 100 southbound ramps • Vernon Avenue/TH 100 northbound ramps • 50th Street/Eden Avenue • Eden Avenue/Willson Road • Eden Avenue/Grange Road • Eden Avenue/TH 100 southbound ramp/5115 Arcadia Avenue access • Arcadia Avenue/Eden Avenue • Vernon Avenue/Eden Avenue • Arcadia Avenue/5115 Arcadia Avenue access • Arcadia Avenue/southbound TH 100 ramp connection • Gus Young Ln/Arcadia Avenue Proposed Development Characteristics The proposed project involves replacing the existing office building with a new 115,000 square foot office building with 6,600 square feet of commercial space and underground parking. The site plan shows 324 total parking spaces. As shown in the site plan, the project includes one access point on Arcadia Avenue and one on Eden Avenue. The project is expected to be completed in 2028. The current site plan is shown in Figure 2. Page 367 of 1184 March 2025 2-2 DRAFT Page 368 of 1184 March 2025 2-3 DRAFT Page 369 of 1184 March 2025 3-1 DRAFT 3.0 Existing Conditions The proposed project location currently contains an office building at 5100 Eden Avenue. The site is bounded by Arcadia Avenue on the west, Eden Avenue on the south, TH 100 on the east, and the TH 100 exit ramp on the north. Near the site location, Vernon Avenue is a four lane divided roadway with turn lanes and signal control at major intersections. Arcadia Avenue is a two lane roadway that extends between Vernon Avenue and Eden Avenue. Eden Avenue is a two lane roadway with roundabout control at major intersections. Existing conditions at the proposed project location are shown in Figure 3 and described below. Vernon Avenue/Interlachen Boulevard/Gus Young Lane This four-way intersection is controlled with a traffic signal. The eastbound and westbound approaches provide one left turn lane, one through lane, and one through/right turn lane. The northbound approach provides one left turn lane and one through/right turn lane. The southbound approach provides two left turn lanes and one through/right turn lane. Vernon Avenue/Arcadia Avenue This three-way intersection is controlled with a stop sign on the northbound approach. Access to and from Arcadia Avenue is limited to right in/right out. The eastbound approach provides one through lane and one through/right turn lane. The westbound approach provides two through lanes. The northbound approach provides one right turn lane. Vernon Avenue/TH 100 southbound ramps This three-way intersection is controlled with a traffic signal. The eastbound approach provides two through lanes and one right turn lane. The westbound approach provides one left turn/through lane and one through lane. The southbound approach provides one left turn lane, one left turn/through lane, and one channelized right turn lane. The south leg serves as access to southbound TH 100 and to the Arcadia Avenue access ramp. Vernon Avenue/TH 100 northbound ramps Under existing conditions right turn access is provided to northbound TH 100 in both the eastbound and westbound direction. In the future, this will be the location of a new signalized intersection creating full access to and from northbound TH 100. 50th Street/Eden Avenue This three-way intersection is controlled with a stop sign on the northbound approach. The eastbound approach provides one through lane and one through/right turn lane. The westbound approach provides one left turn lane and two through lanes. The northbound approach provides one left turn/right turn lane. Page 370 of 1184 March 2025 3-2 DRAFT Eden Avenue/Willson Road This four-way intersection is controlled with a roundabout. All approaches provide a single lane. Eden Avenue/Grange Road This three-way intersection is controlled with a roundabout. All approaches provide a single lane. Eden Avenue/TH 100 southbound ramp/5115 Arcadia Avenue access This three-way intersection is controlled with a stop sign on the southbound approach. Under existing conditions, the south leg provides access to southbound TH 100. This leg will be removed in the near future. The eastbound approach provides one left turn/through lane. The westbound approach provides one left turn lane and one through/right turn lane. The southbound approach provides one left turn/right turn lane. Arcadia Avenue/Eden Avenue This four-way intersection is controlled with a roundabout. All approaches provide a single lane. Vernon Avenue/Eden Avenue This four-way intersection is controlled with a traffic signal. The eastbound and westbound approaches provide one left turn lane and one through/right turn lane. The northbound approach provides one left turn lane, two through lanes, and one right turn lane. The southbound approach provides one left turn lane, one through lane, and one through/right turn lane. Arcadia Avenue/5115 Arcadia Avenue access This three-way intersection is controlled with a stop sign on the westbound approach. The northbound approach provides one through/right turn lane. The southbound approach provides one left turn/through lane. The westbound approach provides one left turn/right turn lane. Arcadia Avenue/southbound TH 100 ramp connection This three-way intersection is controlled with a stop sign on the westbound approach. The northbound and southbound approaches provide one through lane. The westbound approach provides one left turn/right turn lane. The east leg serves as an exit ramp from the southbound TH 100 entrance ramp. Gus Young Ln/Arcadia Avenue This three-way intersection is controlled with a stop sign on the eastbound approach. The northbound approach provides one left turn/through lane. The southbound approach provides one through/right turn lane. The eastbound approach provides one left turn/right turn lane. Page 371 of 1184 March 2025 3-3 DRAFT Traffic Volume Data Weekday traffic volume data was recorded at each intersection in January, 2025. Existing traffic volume data is presented later in this report. Page 372 of 1184 March 2025 3-4 DRAFT Page 373 of 1184 March 2025 4-1 DRAFT 4.0 Traffic Forecasts Traffic Forecast Scenarios To adequately address the impacts of the proposed project, forecasts and analyses were completed for the year 2028. Specifically, weekday a.m. and p.m. peak hour traffic forecasts were completed for the following scenarios: • 2025 Existing. Existing volumes were determined through traffic counts at the subject intersections. The existing volume information includes trips generated by the uses near the project site. • 2028 No-Build. Existing volumes at the subject intersections were increased by 0.3 percent per year to determine 2028 No-Build volumes. The 0.3 percent per year growth rate was determined from traffic forecasts developed for this area in conjunction with the planned interchange improvements. • 2028 Build. Trips generated by the proposed development were added to the 2028 No-Build volumes to determine 2028 Build volumes. Future Roadway Changes The following roadway changes were assumed to be in place by 2028: • Reconstruction of the TH 100/Vernon Avenue interchange which will add a new full access intersection for access to and from northbound TH 100 and westbound left turn lanes at the TH 100 southbound ramps intersection. • Removal of the southbound entrance ramp on Eden Avenue east of Arcadia Avenue. Trip Generation for Proposed Project The expected new development trips were calculated based on data presented in Trip Generation, Eleventh Edition, published by the Institute of Transportation Engineers. These calculations represent total trips that will be generated by the proposed development. The resultant trip generation estimates are shown in Table 4-1. Table 4-1 Weekday Trip Generation for Proposed Project Land Use Size Weekday AM Peak Hour 8:30 to 9:30 a.m. Weekday PM Peak Hour 3:30 to 4:30 p.m. Weekday Daily In Out Total In Out Total Total Office (ITE 710) 115,000 SF 154 21 175 28 138 166 1,247 Restaurant (ITE 931) 6,600 SF 4 1 5 34 17 51 553 Totals 158 22 180 62 155 217 1,800 Notes: SF=square feet Page 374 of 1184 March 2025 4-2 DRAFT Trip Generation for Other Nearby Development Information on development expected across Arcadia Avenue was obtained from City staff. The expected trips were calculated based on data presented in Trip Generation, Eleventh Edition, published by the Institute of Transportation Engineers. These calculations represent total trips that will be generated by the proposed development. The resultant trip generation estimates are shown in Table 4-2. Table 4-2 Weekday Trip Generation for Nearby Development Land Use Size Weekday AM Peak Hour 8:30 to 9:30 a.m. Weekday PM Peak Hour 3:30 to 4:30 p.m. Weekday Daily Senior Housing (ITE 252) 86 DU 6 11 17 12 10 22 279 Restaurant (ITE 931) 13,500 SF 8 2 10 71 34 105 1,132 Totals 14 13 27 83 44 127 1,411 Notes: DU=dwelling units, SF=square feet Trip Distribution Percentages Trip distribution percentages for the subject development trips were established based on the nearby roadway network, existing and expected future traffic patterns, and location of the subject development in relation to major attractions and population concentrations. The distribution percentages for trips generated by the proposed development are as follows: • 30 percent to/from the north on TH 100 • 30 percent to/from the south on TH 100 • 20 percent to/from the east on 50th Street • 10 percent to/from the north on Interlachen Boulevard • 5 percent to/from the south on Vernon Avenue • 5 percent to/from the south on Normandale Road Traffic Volumes Development trips were assigned to the surrounding roadway network using the preceding trip distribution percentages. Traffic volumes were established for all the forecasting scenarios described earlier during the weekday a.m. and p.m. peak hours. The resultant traffic volumes are presented in Figures 4 and 5. Page 375 of 1184 March 2025 4-3 DRAFT Page 376 of 1184 March 2025 4-4 DRAFT Page 377 of 1184 March 2025 5-5 DRAFT 5.0 Traffic Analysis Intersection Level of Service Analysis Traffic analyses were completed for the subject intersections for all scenarios described earlier during the weekday a.m. and p.m. peak hours using Synchro/SimTraffic software. Initial analysis was completed using existing geometrics and intersection control. Capacity analysis results are presented in terms of level of service (LOS), which is defined in terms of traffic delay at the intersection. LOS ranges from A to F. LOS A represents the best intersection operation, with little delay for each vehicle using the intersection. LOS F represents the worst intersection operation with excessive delay. In accordance with MnDOT traffic study guidelines, this analysis used the LOS D/E boundary as an indicator of acceptable traffic operations. The following is a detailed description of the conditions described by each LOS designation: • Level of service A corresponds to a free flow condition with motorists virtually unaffected by the intersection control mechanism. For a signalized or an unsignalized intersection, the average delay per vehicle would be approximately 10 seconds or less. • Level of service B represents stable flow with a high degree of freedom, but with some influence from the intersection control device and the traffic volumes. For a signalized intersection, the average delay ranges from 10 to 20 seconds. An unsignalized intersection would have delays ranging from 10 to 15 seconds for this level. • Level of service C depicts a restricted flow which remains stable, but with significant influence from the intersection control device and the traffic volumes. The general level of comfort and convenience changes noticeably at this level. The delay ranges from 20 to 35 seconds for a signalized intersection and from 15 to 25 seconds for an unsignalized intersection at this level. • Level of service D corresponds to high-density flow in which speed and freedom are significantly restricted. Though traffic flow remains stable, reductions in comfort and convenience are experienced. The control delay for this level is 35 to 55 seconds for a signalized intersection and 25 to 35 seconds for an unsignalized intersection. • Level of service E represents unstable flow of traffic at or near the capacity of the intersection with poor levels of comfort and convenience. The delay ranges from 55 to 80 seconds for a signalized intersection and from 35 to 50 seconds for an unsignalized intersection at this level. • Level of service F represents forced flow in which the volume of traffic approaching the intersection exceeds the volume that can be served. Characteristics often experienced include long queues, stop-and-go waves, poor travel times, low comfort and convenience, and increased accident exposure. Delays over 80 seconds for a signalized intersection and over 50 seconds for an unsignalized intersection correspond to this level of service. Page 378 of 1184 March 2025 5-6 DRAFT The LOS results for the study intersections are discussed below. All LOS worksheets are included in the appendix. 2025 Existing Weekday A.M. and P.M. Peak Hour LOS Results Intersection Traffic Control AM Peak Hour LOS PM Peak Hour LOS Vernon Ave/Interlachen Blvd Signal C/D C/D Vernon Ave/Arcadia Ave NB stop A/C A/B Vernon Ave/TH 100 SB ramps Signal B/D B/C 50th St/Eden Ave NB stop A/B A/C Eden Ave/Willson Rd Roundabout A/A A/A Eden Ave/Grange Rd Roundabout A/A A/A Eden Ave/TH 100 SB ramp/access SB stop A/C A/C Arcadia Ave/Eden Ave Roundabout B/B A/A Vernon Ave/Eden Ave Signal C/D C/D Arcadia Avenue/access WB stop A/A A/B Arcadia Avenue/SB TH 100 ramp WB stop A/B A/B Gus Young Ln/Arcadia Ave EB stop A/B A/A Note: Level of service results presented with overall intersection LOS followed by worst movement LOS. During the a.m. peak hour, all intersections operate at LOS C or better and movements operate at LOS D or better. During the p.m. peak hour, all intersections operate at LOS C or better and movements operate at LOS D or better. 2028 No Build Weekday A.M. and P.M. Peak Hour LOS Results Intersection Traffic Control AM Peak Hour LOS PM Peak Hour LOS Vernon Ave/Interlachen Blvd Signal C/D C/D Vernon Ave/Arcadia Ave NB stop A/C A/C Vernon Ave/TH 100 SB ramps Signal B/C B/B Vernon Ave/TH 100 NB ramps Signal B/B B/B 50th St/Eden Ave NB stop A/B A/C Eden Ave/Willson Rd Roundabout A/A A/A Eden Ave/Grange Rd Roundabout A/A A/A Eden Ave/TH 100 SB ramp/access SB stop A/B A/B Arcadia Ave/Eden Ave Roundabout A/A A/A Vernon Ave/Eden Ave Signal C/D C/D Arcadia Avenue/access WB stop A/B A/B Arcadia Avenue/SB TH 100 ramp WB stop A/B A/B Gus Young Ln/Arcadia Ave EB stop A/B A/B Note: Level of service results presented with overall intersection LOS followed by worst movement LOS. During the a.m. peak hour, all intersections operate at LOS C or better and movements operate at LOS D or better. During the p.m. peak hour, all intersections operate at LOS C or better and movements operate at LOS D or better. Page 379 of 1184 March 2025 5-7 DRAFT 2028 Build Weekday A.M. and P.M. Peak Hour LOS Results Intersection Traffic Control AM Peak Hour LOS PM Peak Hour LOS Vernon Ave/Interlachen Blvd Signal C/D C/D Vernon Ave/Arcadia Ave NB stop A/C A/D Vernon Ave/TH 100 SB ramps Signal B/C B/B Vernon Ave/TH 100 NB ramps Signal B/B B/B 50th St/Eden Ave NB stop A/B A/C Eden Ave/Willson Rd Roundabout A/A A/A Eden Ave/Grange Rd Roundabout A/A A/A Eden Ave/TH 100 SB ramp/access SB stop A/B A/B Arcadia Ave/Eden Ave Roundabout A/A A/A Vernon Ave/Eden Ave Signal C/D C/D Arcadia Avenue/access WB stop A/CB A/C Arcadia Avenue/SB TH 100 ramp WB stop A/B A/C Gus Young Ln/Arcadia Ave EB stop A/B A/B Note: Level of service results presented with overall intersection LOS followed by worst movement LOS. During the a.m. peak hour, all intersections operate at LOS C or better and movements operate at LOS D or better. During the p.m. peak hour, all intersections operate at LOS C or better and movements operate at LOS D or better. Overall Traffic Impact The trips added to the roadway system by the proposed development are expected to have minimal impact on traffic operations on the surrounding street system. No improvements are needed at the subject intersections to accommodate the proposed project. Bicycle and Pedestrian Facilities Under existing conditions, sidewalk is provided on the east side of Arcadia Avenue to a point south of Gus Young Lane, then on the west side to Vernon Avenue. Sidewalk is provided on both side of Eden Avenue and both sides of Vernon Avenue. Bicycles are allowed on all the surrounding streets. Future plans for this area include buffered bike lanes on Eden Avenue and Vernon Avenue and standard bike lanes Arcadia Avenue and Gus Young Lane. The proposed project will benefit from the existing and proposed sidewalk and bicycle facilities in this area. Transit Facilities The subject site presently is served by Metro Transit route 46 on Vernon Avenue. Page 380 of 1184 March 2025 5-8 DRAFT Travel Demand Management Plan (TDM) Per City requirements, a Travel Demand Management (TDM) plan is required for this project. The goal of the TDM plan is to reduce vehicular trips during peak hours and carbon emissions from vehicles. TDM strategies for this site include: • Providing maps that show the area bus routes and schedules. • Providing maps of bicycle and pedestrian facilities. • Providing information on starting and joining commuter programs. • Providing bicycle parking spaces for employees and commercial customers. The goal of the TDM plan is a 10 percent reduction in single occupant vehicle trips. The TDM plan strategies should be implemented at the time the project is complete and fully operational. Page 381 of 1184 March 2025 6-1 DRAFT 6.0 Parking Analysis The site plan shows 324 total parking spaces on-site. Parking demand was calculated for two options for the commercial space, with the first assuming a restaurant use and the second assuming general retail space. Parking data from the Institute of Transportation Engineers (ITE) was used to determine the expected parking demand for the proposed land uses. Data provided in the ITE publication Parking Generation, 6th Edition, results in a peak weekday parking demand of 277 spaces for the office and restaurant uses. For office and general retail, the peak parking demand is 242 spaces. Edina City code requires a base count of 315 stalls with office and retail and 350 stalls with office and restaurant. The project qualifies for transit space reductions resulting in 284 spaces required for office and retail and 315 spaces for office and restaurant. Based on this information, the 324 stalls proposed are expected to accommodate the forecasted peak parking demand. Page 382 of 1184 March 2025 7-1 DRAFT 7.0 Conclusions and Recommendations The conclusions drawn from the information and analyses presented in this report are as follows: • The proposed development is expected to generate 180 trips during the a.m. peak hour, 217 trips during the p.m. peak hour, and 1,800 trips daily. • The trips added to the roadway system by the proposed development are expected to have minimal impact on traffic operations on the surrounding street system. No improvements are needed at the subject intersections to accommodate the proposed project. • Parking data from the Institute of Transportation Engineers (ITE) was used to determine the expected parking demand for the proposed land uses. Data provided in the ITE publication Parking Generation, 6th Edition, results in a peak weekday parking demand of 277 spaces for the office and restaurant uses. For office and general retail, the peak parking demand is 242 spaces. • Edina City code requires a base count of 315 stalls with office and retail and 350 stalls with office and restaurant. The project qualifies for transit space reductions resulting in 284 spaces required for office and retail and 315 spaces for office and restaurant. • Based on this information, the 324 stalls proposed are expected to accommodate the forecasted peak parking demand. • Future plans for this area include buffered bike lanes on Eden Avenue and Vernon Avenue and standard bike lanes Arcadia Avenue and Gus Young Lane. The proposed project will benefit from the existing and proposed sidewalk and bicycle facilities in this area. • Per City requirements, a Travel Demand Management (TDM) plan is required for this project. The goal of the TDM plan is to reduce vehicular trips during peak hours and carbon emissions from vehicles. TDM strategies for this site include: o Providing maps that show the area bus routes and schedules. o Providing maps of bicycle and pedestrian facilities. o Providing information on starting and joining commuter programs. o Providing bicycle parking spaces for employees and facility users. The goal of the TDM plan is a 10 percent reduction in single occupant vehicle trips. The TDM plan strategies should be implemented at the time the project is complete and fully operational. Page 383 of 1184 March 2025 8-1 DRAFT 8.0 Appendix • Level of Service Worksheets Page 384 of 1184 Civil Site Group, PC • 5000 Glenwood Ave • Golden Valley • Minnesota • 55422 www.CivilSiteGroup.com • (612) 615-0060 Stormwater Management Report Owner: Opus Development Company (ODC) 10350 Bren Road West, Minnetonka, MN 55343 Project: Arcadia 5115 Arcadia Avenue Edina, MN 55436 Engineer’s Certification: All plans and supporting Documentation contained in this report have been reviewed by me and it is hereby certified that to the best of my knowledge the plans comply with the requirements of the ordinance. I hereby certify that this report was prepared by me or under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the State of Minnesota. _________________ Matthew R. Pavek P.E. Registration Number: 44263 Date: 02/24/2025 Page 385 of 1184 Civil Site Group, PC • 5000 Glenwood Avenue • Golden Valley • Minnesota • 55422 www.CivilSiteGroup.com • (612) 615-0060 Table of Contents: 1.0 Cover Sheet, Engineer’s Certification 2.0 Summary Analysis / Narrative 2.1 Introduction 2.2 Existing Site Conditions 2.3 Proposed Site Conditions 2.4 Stormwater Requirements – City 2.5 Stormwater Requirements – Watershed 2.6 Stormwater Requirements – MPCA / NPDES 3.0 Stormwater Calculations 3.1 Proposed Stormwater Management Strategy & Facilities Description 3.2 Rate Control 3.3 Water Quality 3.4 Volume Control 3.5 Flood Separation 4.0 Conclusions Figures: Figure 1 – Drainage Calculations Summary Table Figure 2 – Existing Conditions Drainage Area Map Figure 3 – Proposed Conditions Drainage Area Map Appendices: • HydroCAD Existing Conditions HydroCAD Modeling Proposed Conditions HydroCAD Modeling • Soil Boring Location Sketch • Soil Boring Logs • Geotechnical Report (On File at the Office of the Engineer) Page 386 of 1184 Civil Site Group, PC • 5000 Glenwood Avenue • Golden Valley • Minnesota • 55422 www.CivilSiteGroup.com • (612) 615-0060 2.0 Summary Analysis / Narrative: 2.1 Introduction: This stormwater management report accompanies the Civil Engineering Plans prepared by Civil Site Group for the subject project dated 2/24/25 and serves as attachment D to the storm water pollution prevention plan (SWPPP). This report includes a summary of the existing and proposed site conditions, the stormwater requirements of relevant regulatory agencies, and proposed design calculations and data to meet the requirements. 2.2 Existing Site Conditions: Site Description: The existing site is currently an office building with aboveground parking. The existing site surface coverage areas are shown in the table below: Area [SF]CN Value Area [SF]CN Value Area [SF]CN Value EX1 19674 98 6833 80 26507 93 EX2 26119 98 3479 80 29598 96 EX3 0 98 3297 80 3297 80 EX OFFSITE 1 0 98 1413 80 1413 80 EX OFFSITE 2 0 98 640 80 640 80 Existing Conditions Total AreaImpervious AreaDrainage Area Pervious Area There are no existing stormwater management facilities onsite. Existing Soils: A geotechnical evaluation report was completed by Braun Intertec dated February 13, 2025. This report determined the soils on site are generally silty and clayey soils overlying poorly graded sands some gravel. For the purposes of this report, soils have been assumed to have a hydrologic soil group “D” designation at the surface (majority of borings) and hydrologic soil group “A” at depth.(in the vicinity of the basins) Groundwater: Groundwater not encountered in the soil borings at elevations explored. 2.3 Proposed Site Conditions: Site Description: The proposed site is a redevelopment of the parcel into a new office building, two stories of underground parking, landscaping, and underground stormwater management. The proposed site surface coverage areas are shown in the table below: Area [SF]CN Value Area [SF]CN Value Area [SF]CN Value PR1A 17101 98 321 80 17422 98 PR1B 4808 98 5915 80 10723 88 PR2 26625 98 1916 80 28541 97 PR3 436 98 2280 80 2716 83 PR OFFSITE 1 192 98 307 80 499 87 PR OFFSITE 2 428 98 245 80 673 91 Pervious Area Total Area Proposed Conditions Drainage Area Impervious Area Page 387 of 1184 Civil Site Group, PC • 5000 Glenwood Avenue • Golden Valley • Minnesota • 55422 www.CivilSiteGroup.com • (612) 615-0060 2.4 Stormwater Requirements City (Edina): The City of Edina defers to the MCWD requirements. 2.5 Stormwater Requirements Watershed (Minnehaha Creek Watershed District)(MCWD): Requirement threshold – Projects greater than 1 acre that disturb greater than 40% of the project site. Rate Control – Runoff rate may not exceed existing conditions for design storm events (1, 10, 25 and 100-yr storm events). Water Quality – Phosphorus control shall be provided in accordance with the volume control rule for redevelopment projects Volume Control – Stormwater runoff volume must be reduced by 1.0” over all the site’s new and reconstructed impervious surfaces. Flood Separation – Must provide two feet of vertical separation between the 100-year HWL and the low building opening. 2.6 Stormwater Requirements - Minnesota Pollution Control Agency – NPDES permit (MPCA): Requirement threshold - A permit is required for projects with a disturbed area over 1 acre in size, Stormwater management is required for a project adding 1-acre of more of NEW impervious surface (reconstructed impervious is not included). Rate Control – No specific regulation, may not degrade downstream facilities. Water Quality – Stormwater water quality treatment volume must be provided equal to 1.0” over all new impervious surfaces (includes all newly constructed impervious surfaces only, re-constructed impervious surfaces are not included). Volume Control – Must consider volume reduction if feasible and not prohibited on site. The required infiltration volume is equal to the water quality volume described above. 3.0 Stormwater Calculations: 3.1 Proposed Stormwater Management Strategy & Facilities Description This project is disturbing approximately 1.7 acres of land. The project will be constructing 1.1 acres of new/reconstructed impervious surfaces. This land disturbance and creation of impervious surfaces will trigger stormwater management requirements from the MCWD and the MPCA NPDES permit. The proposed stormwater strategy for this project is directing the site’s stormwater runoff via surface drainage and storm sewer piping to two below ground infiltration basins. The west basin (Basin 1) will discharge into the existing city stormwater facilities along Arcadia Ave. The east basin will discharge into the existing city stormwater facilities along Eden Ave. This stormwater system has been designed to provide for the volume and rate control requirements of the MCWD. 3.2 Rate Control Peak runoff rate may not exceed existing conditions for design storm events (1, 2, 10, and 100-yr storm events). Rate control is provided by live storage within the proposed infiltration basins. This information was derived using HydroCAD stormwater modeling software utilizing Atlas-14 rainfall data. The existing and proposed runoff rates are shown in the summary table below. Page 388 of 1184 Civil Site Group, PC • 5000 Glenwood Avenue • Golden Valley • Minnesota • 55422 www.CivilSiteGroup.com • (612) 615-0060 Overall Stormwater Rate Summary 1-Year Event 4.31 0.60 2-Year Event 5.05 1.28 10-Year Event 7.93 6.93 100-Year Event 14.52 14.10 Proposed Conditions Rate (cfs) Existing Conditions Rate (cfs) Stormwater Rate Summary - Arcadia Ave 1-Year Event 1.93 0.53 2-Year Event 2.27 0.64 10-Year Event 3.60 3.08 100-Year Event 6.65 6.50 Existing Conditions Rate (cfs) Proposed Conditions Rate (cfs) Stormwater Rate Summary - Eden Ave 1-Year Event 2.33 0.29 2-Year Event 2.71 0.79 10-Year Event 4.18 3.77 100-Year Event 7.51 7.30 Proposed Conditions Rate (cfs) Existing Conditions Rate (cfs) Stormwater Rate Summary - Hwy 100 1-Year Event 0.08 0.08 2-Year Event 0.11 0.11 10-Year Event 0.22 0.20 100-Year Event 0.50 0.43 Existing Conditions Rate (cfs) Proposed Conditions Rate (cfs) The existing project site discharges to three separate drainage subcatchments. Drainage Area EX1 discharges to the West to Arcadia Ave Storm facilities. Drainage Area EX2 discharges to the South to Eden Ave Storm facilities. Drainage Area EX3 discharges to the East overland towards HWY 100. All three drainage areas ultimately discharge to HWY 100 stormwater facilities running parallel with the highway to the North to Minnehaha Creek (per city record & Edina Water Resources online GIS map). Drainage area EX 1 first drains to an existing underground storm water detention system before continuing to HWY 100 stormwater facilities. The proposed site conserves these subcatchments and intercepts stormwater from Drainage area 1 (PR1) & 2 (PR2) and directs that stormwater into Basins 1 & 2 before being allowed to discharge along its existing drainage pattern. The overall discharge rates from the proposed site will be less than the existing discharge rates in all storm events modeled and to all discharge points. Page 389 of 1184 Civil Site Group, PC • 5000 Glenwood Avenue • Golden Valley • Minnesota • 55422 www.CivilSiteGroup.com • (612) 615-0060 The proposed runoff rates are less that the existing peak runoff rates – REQUIREMENT SATISFIED 3.3 Water Quality Water quality requirements are met by abstraction within the infiltration basins of 1.0 inches over the new/reconstructed impervious area. The required abstraction volume is provided within basins 1 & 2 for both onsite and offsite new/reconstructed impervious area. The calculations are included in section 3.4 of this report. The project site slopes to the SW of the site towards the existing roundabout. Soil borings ST-7 & ST-8 indicate hydrologic soil group D soils in this area precluding the placement of an underground basin in this area. The soil boring logs are included in the appendix of the report. Since infiltration practices cannot be placed in this area and routing this area to a basin is not feasible due to grades, some impervious surfaces are allowed to run off the site. To mitigate this, BMPs in the form of vegetated filter strips, disconnected impervious surfaces, and vegetated swales are utilized. See the table below for area calculations Stormwater Impervious surface runoff Calculations Onsite disturbed 48970 43726 5244 10.71% Offsite disturbed 5004 620 4384 87.61% Total Disturbed Impervious 53974 44346 9628 17.84% Total New / Reconstructed (SF) Total Routed to Basins 1 & 2 (SF) Total Discharge Offsite Untreated (SF) Total Discharge Offsite Untreated (%) 3.4 Volume Control Stormwater runoff volume must be reduced by 1.0” over all the site’s new and reconstructed impervious surfaces. Water quality and volume control requirements are met by providing infiltration onsite in the amount equal to 1.0 inches of runoff from the new or reconstructed impervious surfaces. The proposed underground Infiltration Basins will be utilized to meet these requirements. Pretreatment will be provided in the form of sumped manholes or solid pipe sections with drawdown risers. The calculations are shown below: Stormwater Water Quality and Volume Summary New Impv. Area (sf)Required Volume (cf) PR1A 17101 1425 PR1B 4808 401 PR2 26625 2219 PR3 436 36 OFFSITE DIST. IMP AREA*5004 417 TOTAL 53974 4498 Inf. Area (sf)Assoc. Inf. Height (ft)Drawdown Time (h) Infiltration Basin 1 2090 919 2.27 34.10 Infiltration Basin 2 2909 1122 2.59 38.89 Total Provided*4999 *Total Provided volume is the storage volume below the outlet elevations Required Infiltration Vol. Summary Infiltration Volume = 1.0"*Dist. Impv. Area Proposed BMP Area Provided Vol (cf)Drawdown Time Calculations (0.8"/Hour) Drainage Area *Total Offsite New or Reconstructed Impervious Surfaces within the project disturbance limits Page 390 of 1184 Civil Site Group, PC • 5000 Glenwood Avenue • Golden Valley • Minnesota • 55422 www.CivilSiteGroup.com • (612) 615-0060 Compliance with the 48-hour drawdown requirement is shown in the table above. Both basins will draw down within 48 hours of a storm event. The calculations below summarize the runoff volume reductions provided by the Basins in the different design storm events compared to the existing conditions Stormwater Volume Summary - Overall 1-Year Event 0.224 0.069 -69.20% 2-Year Event 0.265 0.106 -60.00% 10-Year Event 0.422 0.256 -39.34% 100-Year Event 0.789 0.612 -22.43% Existing Conditions Volume (af) Proposed Conditions Volume (af) Percentage change in Runoff Volume Over Existing Condition As shown in the tables above, the proposed volume of 4,999 CF is larger than the required volume of 4,498 CF – REQUIREMENT SATISFIED 3.5 Flood Separation There must be two feet of vertical separation between the 100-year high water elevation of a waterbody or stormwater practice and the low opening of any structure unless the structure opening is hydraulically disconnected from the waterbody or practice. The low opening elevation of the proposed building is the first-floor elevation, 932.50. The 100-yr HWL of Basin 1 & 2 is 926.99 & 929.82 respectively. This information was obtained using the HydroCAD model. More than 2 feet of separation is provided between the 100-Yr HWL and the low opening of the structure – Requirement Satisfied. 4.0 Conclusions: To the best of our knowledge, this project meets all State, City, and Watershed stormwater management requirements. Page 391 of 1184 Civil Site Group - Stormwater Calculations Area [SF]CN Value Area [SF]CN Value Area [SF]CN Value EX1 19674 98 6833 80 26507 93 EX2 26119 98 3479 80 29598 96 EX3 0 98 3297 80 3297 80EX OFFSITE 1 0 98 1413 80 1413 80EX OFFSITE 2 0 98 640 80 640 80 Area [SF]CN Value Area [SF]CN Value Area [SF]CN ValuePR1A1710198321801742298PR1B4808985915801072388PR226625981916802854197 PR3 436 98 2280 80 2716 83PR OFFSITE 1 192 98 307 80 499 87PR OFFSITE 2 428 98 245 80 673 91 Impervious [SF]Impervious [AC]Pervious [SF]Pervious [AC]Total [SF]Total [AC]Existing Site 45793 1.05 13609 0.31 59402 1.36 Proposed Site 48970 1.12 10432 0.24 59402 1.36 1-YR [2.49'']2-YR [2.86"]10-YR [4.28"]100-YR [7.49"]EX1 1.91 2.24 3.53 6.50EX22.32 2.70 4.15 7.45 EX3 0.08 0.11 0.22 0.50 EX OFFSITE 1 0.04 0.05 0.10 0.21EX OFFSITE 2 0.02 0.02 0.04 0.10TOTAL (REACH)4.31 5.05 7.93 14.52 1-YR [2.49'']2-YR [2.86"]10-YR [4.28"]100-YR [7.49"]PR1A 1.45 1.67 2.53 4.46PR1B0.53 0.64 1.08 2.12 PR2 2.31 2.67 4.07 7.24 PR3 0.08 0.11 0.20 0.43 PR OFFSITE 1 0.02 0.03 0.05 0.10 PR OFFSITE 2 0.02 0.03 0.05 0.10 Basin 1 0.07 0.23 1.99 4.59Basin 2 0.29 0.79 3.77 7.09TOTAL (REACH)0.60 1.28 6.93 14.10 Overall Stormwater Rate Summary 1-Year Event 4.31 0.602-Year Event 5.05 1.2810-Year Event 7.93 6.93 100-Year Event 14.52 14.10 Stormwater Rate Summary - Arcadia Ave 1-Year Event 1.93 0.53 2-Year Event 2.27 0.64 10-Year Event 3.60 3.08100-Year Event 6.65 6.50 Stormwater Rate Summary - Eden Ave 1-Year Event 2.33 0.29 2-Year Event 2.71 0.7910-Year Event 4.18 3.77100-Year Event 7.51 7.30 Stormwater Rate Summary - Hwy 100 1-Year Event 0.08 0.082-Year Event 0.11 0.1110-Year Event 0.22 0.20100-Year Event 0.50 0.43 Stormwater Water Quality and Volume Summary New Impv. Area (sf)Required Volume (cf)PR1A 17101 1425PR1B4808401PR2266252219PR343636 OFFSITE DIST. IMP AREA*5004 417TOTAL539744498 Inf. Area (sf)Assoc. Inf. Height (ft)Drawdown Time (h)Infiltration Basin 1 2090 919 2.27 34.10Infiltration Basin 2 2909 1122 2.59 38.89Total Provided*4999 *Total Provided volume is the storage volume below the outlet elevations Stormwater Volume Summary - Overall 1-Year Event 0.224 0.069 -69.20%2-Year Event 0.265 0.106 -60.00% 10-Year Event 0.422 0.256 -39.34% 100-Year Event 0.789 0.612 -22.43% Stormwater Impervious surface runoff Calculations Onsite disturbed 48970 43726 5244 10.71%Offsite disturbed 5004 620 4384 87.61% Total Disturbed Impervious 53974 44346 9628 17.84% Total New / Reconstructed (SF) Total Routed to Basins 1 & 2 (SF) Total Discharge Offsite Untreated (SF) Total Discharge Offsite Untreated (%) Existing Rate (cfs) Proposed Conditions Rate (cfs) Proposed Conditions Rate (cfs) Drainage Area Existing Conditions Rate (cfs)Proposed Conditions Rate (cfs) Proposed Conditions Rate (cfs) Existing Conditions Rate (cfs) Existing Conditions Rate (cfs) Required Infiltration Vol. Summary Proposed Conditions Rate (cfs) Site Area Summary Arcadia Pervious Area Total Area Existing Conditions Proposed Conditions Drainage Area Impervious Area Total AreaImpervious AreaDrainage Area Pervious Area Stormwater Rate Summary Drainage Area Existing Conditions Rate (cfs) Infiltration Volume = 1.0"*Dist. Impv. Area Existing Conditions Volume (af)Proposed Conditions Volume (af) Percentage change in Runoff Volume Over Existing Condition Proposed BMP Area Provided Vol (cf)Drawdown Time Calculations (0.8"/Hour) Drainage Area *Total Offsite New or Reconstructed Impervious Surfaces within the project disturbance limits Page 392 of 1184 EXIST CB (ST-168)EXIST CB (ST-116)EX 2EX IMPV = 26,119 SFEX PERV = 3,479 SFTOTAL = 29,598 SFDRAINS TO EDEN AVEEX 3EX IMPV = 0 SFEX PERV = 3,297 SFTOTAL = 3,297 SFDRAINS TO HWY100EX OFF 2EX IMPV = 0 SFEX PERV = 640 SFTOTAL = 640 SFDRAINS ONSITE THENTO EDEN AVEEX OFF 1EX IMPV = 0 SFEX PERV = 1,413 SFTOTAL = 1,413 SFDRAINS ONSITE THEN TOARCADIA AVEEX OFF 2EX IMPV = 0 SFEX PERV = 640 SFTOTAL = 640 SFDRAINS ONSITE THENTO EDEN AVEEX 1EX IMPV = 19,674 SFEX PERV = 6,833 SFTOTAL = 26,507 SFDRAINS TOARCADIA AVEEXIST CB (ST-100)EXIST STMHEXIST 42'' RCPEXIST 66'' RCPEXIST 60'' RCPProject Number:Issue Date:Revision Number:Revision Date:5000 Glenwood AvenueGolden Valley, MN 55422612-615-0060www.CivilSiteGroup.comARCADIA2461402/24/20255115 EDEN AVE, EDINA MN 55436EXISTING DRAINAGE MAPDA 1..01" = 40'-0"40'-0"20'-0"NPage 393 of 1184 CONSTRUCTIONLIMITSCONSTRUCTIONLIMITSEXIST CB (ST-168)EXIST CB (ST-116)PR1APR IMPV = 17,101 SFPR PERV = 321 SFTOTAL = 17,422 SFDRAINS TO BASIN 1THEN TOARCADIA AVEPR OFF 2PR IMPV = 428 SFPR PERV = 245 SFTOTAL = 673 SFDRAINS ONSITETHEN TO BASIN 2PR3PR IMPV = 436 SFPR PERV = 2,280 SFTOTAL = 2,716 SFDRAINS TO HWY 100PR OFF 1PR IMPV = 192 SFPR PERV = 307 SFTOTAL = 499 SFDRAINS ONSITE THENTO BASIN 1PR 1BPR IMPV = 4,808 SFPR PERV = 5,915 SFTOTAL = 10,723 SFDRAINS TOARCADIA AVEPR 2PR IMPV = 26,625 SFPR PERV = 1,916 SFTOTAL = 28,541 SFDRAINS TO BASIN 2THEN TO EDEN AVEEXIST CB (ST-100)EXIST STMHEXIST 42'' RCPEXIST 66'' RCPEXIST 60'' RCPProject Number:Issue Date:Revision Number:Revision Date:5000 Glenwood AvenueGolden Valley, MN 55422612-615-0060www.CivilSiteGroup.comARCADIA2461402/24/20255115 EDEN AVE, EDINA MN 55436PROPOSED DRAINAGE MAPDA 2..01" = 40'-0"40'-0"20'-0"NPage 394 of 1184 EXISTING CONDITIONS EX 1 EX 1 - Drains to Arcadia Ave EX 2 EX 2 - Drains to Eden Ave EX 3 EX 3 - Drains to Hwy 100 EX OFF 1 EX OFF 1 - Drains onsite then to Arcadia EX OFF 2 EX OFF 2 - Drains Onsite then to Eden Ave R1 Arcadia Ave Storm System (ST-116) R2 Eden Ave Storm System (ST-168)R3 Hwy 100 Total Total Site Area Routing Diagram for 24614 EXISTING Prepared by Civil Site Group, Printed 2/24/2025 HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Subcat Reach Pond Link Page 395 of 1184 24614 EXISTING Printed 2/24/2025Prepared by Civil Site Group Page 2HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Rainfall Events Listing (selected events) Event# Event Name Storm Type Curve Mode Duration (hours) B/B Depth (inches) AMC 1 1y 24hr AT-14 MSE 24-hr 3 Default 24.00 1 2.49 2 2 2y 24hr AT-14 MSE 24-hr 3 Default 24.00 1 2.86 2 3 10y 24hr AT-14 MSE 24-hr 3 Default 24.00 1 4.28 2 4 100y 24hr AT-14 MSE 24-hr 3 Default 24.00 1 7.49 2 Page 396 of 1184 24614 EXISTING Printed 2/24/2025Prepared by Civil Site Group Page 3HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Area Listing (all nodes) Area (acres) CN Description (subcatchment-numbers) 0.360 80 >75% Grass cover, Good, HSG D (EX 1, EX 2, EX 3, EX OFF 1, EX OFF 2) 1.051 98 Paved parking, HSG D (EX 1, EX 2) 1.411 93 TOTAL AREA Page 397 of 1184 24614 EXISTING Printed 2/24/2025Prepared by Civil Site Group Page 4HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Soil Listing (all nodes) Area (acres) Soil Group Subcatchment Numbers 0.000 HSG A 0.000 HSG B 0.000 HSG C 1.411 HSG D EX 1, EX 2, EX 3, EX OFF 1, EX OFF 2 0.000 Other 1.411 TOTAL AREA Page 398 of 1184 24614 EXISTING Printed 2/24/2025Prepared by Civil Site Group Page 5HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Ground Covers (all 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 0.360 0.000 0.360 >75% Grass cover, Good EX 1, EX 2, EX 3, EX OFF 1, EX OFF 2 0.000 0.000 0.000 1.051 0.000 1.051 Paved parking EX 1, EX 2 0.000 0.000 0.000 1.411 0.000 1.411 TOTAL AREA Page 399 of 1184 MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49"24614 EXISTING Printed 2/24/2025Prepared by Civil Site Group Page 6HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Time span=0.00-240.00 hrs, dt=0.01 hrs, 24001 points Runoff by SCS TR-20 method, UH=SCS, Weighted-Q Reach routing by Stor-Ind method - Pond routing by Stor-Ind method Runoff Area=26,507 sf 74.22% Impervious Runoff Depth=1.91"Subcatchment EX 1: EX 1 - Drains to Tc=6.0 min CN=WQ Runoff=1.91 cfs 0.097 af Runoff Area=29,598 sf 88.25% Impervious Runoff Depth=2.10"Subcatchment EX 2: EX 2 - Drains to Eden Tc=6.0 min CN=WQ Runoff=2.32 cfs 0.119 af Runoff Area=3,297 sf 0.00% Impervious Runoff Depth=0.88"Subcatchment EX 3: EX 3 - Drains to Hwy 100 Tc=15.0 min CN=WQ Runoff=0.08 cfs 0.006 af Runoff Area=1,413 sf 0.00% Impervious Runoff Depth=0.88"Subcatchment EX OFF 1: EX OFF 1 - Drains Tc=15.0 min CN=WQ Runoff=0.04 cfs 0.002 af Runoff Area=640 sf 0.00% Impervious Runoff Depth=0.88"Subcatchment EX OFF 2: EX OFF 2 - Drains Tc=15.0 min CN=WQ Runoff=0.02 cfs 0.001 af Inflow=1.93 cfs 0.099 afReach R1: Arcadia Ave Storm System (ST-116) Outflow=1.93 cfs 0.099 af Inflow=2.33 cfs 0.120 afReach R2: Eden Ave Storm System (ST-168) Outflow=2.33 cfs 0.120 af Inflow=0.08 cfs 0.006 afReach R3: Hwy 100 Outflow=0.08 cfs 0.006 af Inflow=4.31 cfs 0.224 afReach Total: Total Site Area Outflow=4.31 cfs 0.224 af Total Runoff Area = 1.411 ac Runoff Volume = 0.224 af Average Runoff Depth = 1.91" 25.49% Pervious = 0.360 ac 74.51% Impervious = 1.051 ac Page 400 of 1184 MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49"24614 EXISTING Printed 2/24/2025Prepared by Civil Site Group Page 7HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment EX 1: EX 1 - Drains to Arcadia Ave Runoff = 1.91 cfs @ 12.13 hrs, Volume= 0.097 af, Depth= 1.91" Routed to Reach R1 : Arcadia Ave Storm System (ST-116) Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49" Area (sf) CN Description 19,674 98 Paved parking, HSG D 6,833 80 >75% Grass cover, Good, HSG D 26,507 Weighted Average 6,833 25.78% Pervious Area 19,674 74.22% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Subcatchment EX 1: EX 1 - Drains to Arcadia Ave Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)210MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49" Runoff Area=26,507 sf Runoff Volume=0.097 af Runoff Depth=1.91" Tc=6.0 min CN=WQ 1.91 cfs Page 401 of 1184 MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49"24614 EXISTING Printed 2/24/2025Prepared by Civil Site Group Page 8HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment EX 2: EX 2 - Drains to Eden Ave Runoff = 2.32 cfs @ 12.13 hrs, Volume= 0.119 af, Depth= 2.10" Routed to Reach R2 : Eden Ave Storm System (ST-168) Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49" Area (sf) CN Description 26,119 98 Paved parking, HSG D 3,479 80 >75% Grass cover, Good, HSG D 29,598 Weighted Average 3,479 11.75% Pervious Area 26,119 88.25% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Subcatchment EX 2: EX 2 - Drains to Eden Ave Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)210MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49" Runoff Area=29,598 sf Runoff Volume=0.119 af Runoff Depth=2.10" Tc=6.0 min CN=WQ 2.32 cfs Page 402 of 1184 MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49"24614 EXISTING Printed 2/24/2025Prepared by Civil Site Group Page 9HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment EX 3: EX 3 - Drains to Hwy 100 Runoff = 0.08 cfs @ 12.25 hrs, Volume= 0.006 af, Depth= 0.88" Routed to Reach R3 : Hwy 100 Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49" Area (sf) CN Description 0 98 Paved parking, HSG D 3,297 80 >75% Grass cover, Good, HSG D 3,297 Weighted Average 3,297 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.0 Direct Entry, Subcatchment EX 3: EX 3 - Drains to Hwy 100 Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)0.09 0.085 0.08 0.075 0.07 0.065 0.06 0.055 0.05 0.045 0.04 0.035 0.03 0.025 0.02 0.015 0.01 0.0050 MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49" Runoff Area=3,297 sf Runoff Volume=0.006 af Runoff Depth=0.88" Tc=15.0 min CN=WQ 0.08 cfs Page 403 of 1184 MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49"24614 EXISTING Printed 2/24/2025Prepared by Civil Site Group Page 10HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment EX OFF 1: EX OFF 1 - Drains onsite then to Arcadia Runoff = 0.04 cfs @ 12.25 hrs, Volume= 0.002 af, Depth= 0.88" Routed to Reach R1 : Arcadia Ave Storm System (ST-116) Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49" Area (sf) CN Description 0 98 Paved parking, HSG D 1,413 80 >75% Grass cover, Good, HSG D 1,413 Weighted Average 1,413 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.0 Direct Entry, Subcatchment EX OFF 1: EX OFF 1 - Drains onsite then to Arcadia Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)0.04 0.038 0.036 0.034 0.032 0.03 0.028 0.026 0.024 0.022 0.02 0.018 0.016 0.014 0.012 0.01 0.008 0.006 0.004 0.0020 MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49" Runoff Area=1,413 sf Runoff Volume=0.002 af Runoff Depth=0.88" Tc=15.0 min CN=WQ 0.04 cfs Page 404 of 1184 MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49"24614 EXISTING Printed 2/24/2025Prepared by Civil Site Group Page 11HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment EX OFF 2: EX OFF 2 - Drains Onsite then to Eden Ave Runoff = 0.02 cfs @ 12.25 hrs, Volume= 0.001 af, Depth= 0.88" Routed to Reach R2 : Eden Ave Storm System (ST-168) Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49" Area (sf) CN Description 0 98 Paved parking, HSG D 640 80 >75% Grass cover, Good, HSG D 640 Weighted Average 640 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.0 Direct Entry, Subcatchment EX OFF 2: EX OFF 2 - Drains Onsite then to Eden Ave Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)0.018 0.017 0.016 0.015 0.014 0.013 0.012 0.011 0.01 0.009 0.008 0.007 0.006 0.005 0.004 0.003 0.002 0.0010 MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49" Runoff Area=640 sf Runoff Volume=0.001 af Runoff Depth=0.88" Tc=15.0 min CN=WQ 0.02 cfs Page 405 of 1184 MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49"24614 EXISTING Printed 2/24/2025Prepared by Civil Site Group Page 12HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Reach R1: Arcadia Ave Storm System (ST-116) [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 0.641 ac, 70.47% Impervious, Inflow Depth = 1.85" for 1y 24hr AT-14 event Inflow = 1.93 cfs @ 12.13 hrs, Volume= 0.099 af Outflow = 1.93 cfs @ 12.13 hrs, Volume= 0.099 af, Atten= 0%, Lag= 0.0 min Routed to Reach Total : Total Site Area Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Reach R1: Arcadia Ave Storm System (ST-116) Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)210Inflow Area=0.641 ac 1.93 cfs 1.93 cfs Page 406 of 1184 MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49"24614 EXISTING Printed 2/24/2025Prepared by Civil Site Group Page 13HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Reach R2: Eden Ave Storm System (ST-168) [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 0.694 ac, 86.38% Impervious, Inflow Depth = 2.07" for 1y 24hr AT-14 event Inflow = 2.33 cfs @ 12.13 hrs, Volume= 0.120 af Outflow = 2.33 cfs @ 12.13 hrs, Volume= 0.120 af, Atten= 0%, Lag= 0.0 min Routed to Reach Total : Total Site Area Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Reach R2: Eden Ave Storm System (ST-168) Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)210Inflow Area=0.694 ac 2.33 cfs 2.33 cfs Page 407 of 1184 MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49"24614 EXISTING Printed 2/24/2025Prepared by Civil Site Group Page 14HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Reach R3: Hwy 100 [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 0.076 ac, 0.00% Impervious, Inflow Depth = 0.88" for 1y 24hr AT-14 event Inflow = 0.08 cfs @ 12.25 hrs, Volume= 0.006 af Outflow = 0.08 cfs @ 12.25 hrs, Volume= 0.006 af, Atten= 0%, Lag= 0.0 min Routed to Reach Total : Total Site Area Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Reach R3: Hwy 100 Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)0.09 0.085 0.08 0.075 0.07 0.065 0.06 0.055 0.05 0.045 0.04 0.035 0.03 0.025 0.02 0.015 0.01 0.0050 Inflow Area=0.076 ac 0.08 cfs 0.08 cfs Page 408 of 1184 MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49"24614 EXISTING Printed 2/24/2025Prepared by Civil Site Group Page 15HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Reach Total: Total Site Area [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 1.411 ac, 74.51% Impervious, Inflow Depth = 1.91" for 1y 24hr AT-14 event Inflow = 4.31 cfs @ 12.13 hrs, Volume= 0.224 af Outflow = 4.31 cfs @ 12.13 hrs, Volume= 0.224 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Reach Total: Total Site Area Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)43210Inflow Area=1.411 ac 4.31 cfs 4.31 cfs Page 409 of 1184 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"24614 EXISTING Printed 2/24/2025Prepared by Civil Site Group Page 16HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Time span=0.00-240.00 hrs, dt=0.01 hrs, 24001 points Runoff by SCS TR-20 method, UH=SCS, Weighted-Q Reach routing by Stor-Ind method - Pond routing by Stor-Ind method Runoff Area=26,507 sf 74.22% Impervious Runoff Depth=2.25"Subcatchment EX 1: EX 1 - Drains to Tc=6.0 min CN=WQ Runoff=2.24 cfs 0.114 af Runoff Area=29,598 sf 88.25% Impervious Runoff Depth=2.45"Subcatchment EX 2: EX 2 - Drains to Eden Tc=6.0 min CN=WQ Runoff=2.70 cfs 0.139 af Runoff Area=3,297 sf 0.00% Impervious Runoff Depth=1.15"Subcatchment EX 3: EX 3 - Drains to Hwy 100 Tc=15.0 min CN=WQ Runoff=0.11 cfs 0.007 af Runoff Area=1,413 sf 0.00% Impervious Runoff Depth=1.15"Subcatchment EX OFF 1: EX OFF 1 - Drains Tc=15.0 min CN=WQ Runoff=0.05 cfs 0.003 af Runoff Area=640 sf 0.00% Impervious Runoff Depth=1.15"Subcatchment EX OFF 2: EX OFF 2 - Drains Tc=15.0 min CN=WQ Runoff=0.02 cfs 0.001 af Inflow=2.27 cfs 0.117 afReach R1: Arcadia Ave Storm System (ST-116) Outflow=2.27 cfs 0.117 af Inflow=2.71 cfs 0.140 afReach R2: Eden Ave Storm System (ST-168) Outflow=2.71 cfs 0.140 af Inflow=0.11 cfs 0.007 afReach R3: Hwy 100 Outflow=0.11 cfs 0.007 af Inflow=5.05 cfs 0.265 afReach Total: Total Site Area Outflow=5.05 cfs 0.265 af Total Runoff Area = 1.411 ac Runoff Volume = 0.265 af Average Runoff Depth = 2.25" 25.49% Pervious = 0.360 ac 74.51% Impervious = 1.051 ac Page 410 of 1184 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"24614 EXISTING Printed 2/24/2025Prepared by Civil Site Group Page 17HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment EX 1: EX 1 - Drains to Arcadia Ave Runoff = 2.24 cfs @ 12.13 hrs, Volume= 0.114 af, Depth= 2.25" Routed to Reach R1 : Arcadia Ave Storm System (ST-116) Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86" Area (sf) CN Description 19,674 98 Paved parking, HSG D 6,833 80 >75% Grass cover, Good, HSG D 26,507 Weighted Average 6,833 25.78% Pervious Area 19,674 74.22% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Subcatchment EX 1: EX 1 - Drains to Arcadia Ave Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)210MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86" Runoff Area=26,507 sf Runoff Volume=0.114 af Runoff Depth=2.25" Tc=6.0 min CN=WQ 2.24 cfs Page 411 of 1184 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"24614 EXISTING Printed 2/24/2025Prepared by Civil Site Group Page 18HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment EX 2: EX 2 - Drains to Eden Ave Runoff = 2.70 cfs @ 12.13 hrs, Volume= 0.139 af, Depth= 2.45" Routed to Reach R2 : Eden Ave Storm System (ST-168) Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86" Area (sf) CN Description 26,119 98 Paved parking, HSG D 3,479 80 >75% Grass cover, Good, HSG D 29,598 Weighted Average 3,479 11.75% Pervious Area 26,119 88.25% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Subcatchment EX 2: EX 2 - Drains to Eden Ave Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)3210MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86" Runoff Area=29,598 sf Runoff Volume=0.139 af Runoff Depth=2.45" Tc=6.0 min CN=WQ 2.70 cfs Page 412 of 1184 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"24614 EXISTING Printed 2/24/2025Prepared by Civil Site Group Page 19HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment EX 3: EX 3 - Drains to Hwy 100 Runoff = 0.11 cfs @ 12.24 hrs, Volume= 0.007 af, Depth= 1.15" Routed to Reach R3 : Hwy 100 Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86" Area (sf) CN Description 0 98 Paved parking, HSG D 3,297 80 >75% Grass cover, Good, HSG D 3,297 Weighted Average 3,297 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.0 Direct Entry, Subcatchment EX 3: EX 3 - Drains to Hwy 100 Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)0.12 0.115 0.11 0.105 0.1 0.095 0.09 0.085 0.08 0.075 0.07 0.065 0.06 0.055 0.05 0.045 0.04 0.035 0.03 0.025 0.02 0.015 0.01 0.0050 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86" Runoff Area=3,297 sf Runoff Volume=0.007 af Runoff Depth=1.15" Tc=15.0 min CN=WQ 0.11 cfs Page 413 of 1184 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"24614 EXISTING Printed 2/24/2025Prepared by Civil Site Group Page 20HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment EX OFF 1: EX OFF 1 - Drains onsite then to Arcadia Runoff = 0.05 cfs @ 12.24 hrs, Volume= 0.003 af, Depth= 1.15" Routed to Reach R1 : Arcadia Ave Storm System (ST-116) Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86" Area (sf) CN Description 0 98 Paved parking, HSG D 1,413 80 >75% Grass cover, Good, HSG D 1,413 Weighted Average 1,413 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.0 Direct Entry, Subcatchment EX OFF 1: EX OFF 1 - Drains onsite then to Arcadia Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)0.05 0.045 0.04 0.035 0.03 0.025 0.02 0.015 0.01 0.0050 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86" Runoff Area=1,413 sf Runoff Volume=0.003 af Runoff Depth=1.15" Tc=15.0 min CN=WQ 0.05 cfs Page 414 of 1184 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"24614 EXISTING Printed 2/24/2025Prepared by Civil Site Group Page 21HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment EX OFF 2: EX OFF 2 - Drains Onsite then to Eden Ave Runoff = 0.02 cfs @ 12.24 hrs, Volume= 0.001 af, Depth= 1.15" Routed to Reach R2 : Eden Ave Storm System (ST-168) Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86" Area (sf) CN Description 0 98 Paved parking, HSG D 640 80 >75% Grass cover, Good, HSG D 640 Weighted Average 640 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.0 Direct Entry, Subcatchment EX OFF 2: EX OFF 2 - Drains Onsite then to Eden Ave Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)0.024 0.023 0.022 0.021 0.02 0.019 0.018 0.017 0.016 0.015 0.014 0.013 0.012 0.011 0.01 0.009 0.008 0.007 0.006 0.005 0.004 0.003 0.002 0.0010 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86" Runoff Area=640 sf Runoff Volume=0.001 af Runoff Depth=1.15" Tc=15.0 min CN=WQ 0.02 cfs Page 415 of 1184 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"24614 EXISTING Printed 2/24/2025Prepared by Civil Site Group Page 22HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Reach R1: Arcadia Ave Storm System (ST-116) [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 0.641 ac, 70.47% Impervious, Inflow Depth = 2.19" for 2y 24hr AT-14 event Inflow = 2.27 cfs @ 12.13 hrs, Volume= 0.117 af Outflow = 2.27 cfs @ 12.13 hrs, Volume= 0.117 af, Atten= 0%, Lag= 0.0 min Routed to Reach Total : Total Site Area Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Reach R1: Arcadia Ave Storm System (ST-116) Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)210Inflow Area=0.641 ac 2.27 cfs 2.27 cfs Page 416 of 1184 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"24614 EXISTING Printed 2/24/2025Prepared by Civil Site Group Page 23HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Reach R2: Eden Ave Storm System (ST-168) [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 0.694 ac, 86.38% Impervious, Inflow Depth = 2.43" for 2y 24hr AT-14 event Inflow = 2.71 cfs @ 12.13 hrs, Volume= 0.140 af Outflow = 2.71 cfs @ 12.13 hrs, Volume= 0.140 af, Atten= 0%, Lag= 0.0 min Routed to Reach Total : Total Site Area Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Reach R2: Eden Ave Storm System (ST-168) Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)3210Inflow Area=0.694 ac 2.71 cfs 2.71 cfs Page 417 of 1184 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"24614 EXISTING Printed 2/24/2025Prepared by Civil Site Group Page 24HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Reach R3: Hwy 100 [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 0.076 ac, 0.00% Impervious, Inflow Depth = 1.15" for 2y 24hr AT-14 event Inflow = 0.11 cfs @ 12.24 hrs, Volume= 0.007 af Outflow = 0.11 cfs @ 12.24 hrs, Volume= 0.007 af, Atten= 0%, Lag= 0.0 min Routed to Reach Total : Total Site Area Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Reach R3: Hwy 100 Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)0.12 0.115 0.11 0.105 0.1 0.095 0.09 0.085 0.08 0.075 0.07 0.065 0.06 0.055 0.05 0.045 0.04 0.035 0.03 0.025 0.02 0.015 0.01 0.0050 Inflow Area=0.076 ac 0.11 cfs 0.11 cfs Page 418 of 1184 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"24614 EXISTING Printed 2/24/2025Prepared by Civil Site Group Page 25HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Reach Total: Total Site Area [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 1.411 ac, 74.51% Impervious, Inflow Depth = 2.25" for 2y 24hr AT-14 event Inflow = 5.05 cfs @ 12.13 hrs, Volume= 0.265 af Outflow = 5.05 cfs @ 12.13 hrs, Volume= 0.265 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Reach Total: Total Site Area Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)543210Inflow Area=1.411 ac 5.05 cfs 5.05 cfs Page 419 of 1184 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28"24614 EXISTING Printed 2/24/2025Prepared by Civil Site Group Page 26HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Time span=0.00-240.00 hrs, dt=0.01 hrs, 24001 points Runoff by SCS TR-20 method, UH=SCS, Weighted-Q Reach routing by Stor-Ind method - Pond routing by Stor-Ind method Runoff Area=26,507 sf 74.22% Impervious Runoff Depth=3.59"Subcatchment EX 1: EX 1 - Drains to Tc=6.0 min CN=WQ Runoff=3.53 cfs 0.182 af Runoff Area=29,598 sf 88.25% Impervious Runoff Depth=3.84"Subcatchment EX 2: EX 2 - Drains to Eden Tc=6.0 min CN=WQ Runoff=4.15 cfs 0.217 af Runoff Area=3,297 sf 0.00% Impervious Runoff Depth=2.28"Subcatchment EX 3: EX 3 - Drains to Hwy 100 Tc=15.0 min CN=WQ Runoff=0.22 cfs 0.014 af Runoff Area=1,413 sf 0.00% Impervious Runoff Depth=2.28"Subcatchment EX OFF 1: EX OFF 1 - Drains Tc=15.0 min CN=WQ Runoff=0.10 cfs 0.006 af Runoff Area=640 sf 0.00% Impervious Runoff Depth=2.28"Subcatchment EX OFF 2: EX OFF 2 - Drains Tc=15.0 min CN=WQ Runoff=0.04 cfs 0.003 af Inflow=3.60 cfs 0.188 afReach R1: Arcadia Ave Storm System (ST-116) Outflow=3.60 cfs 0.188 af Inflow=4.18 cfs 0.220 afReach R2: Eden Ave Storm System (ST-168) Outflow=4.18 cfs 0.220 af Inflow=0.22 cfs 0.014 afReach R3: Hwy 100 Outflow=0.22 cfs 0.014 af Inflow=7.93 cfs 0.422 afReach Total: Total Site Area Outflow=7.93 cfs 0.422 af Total Runoff Area = 1.411 ac Runoff Volume = 0.422 af Average Runoff Depth = 3.59" 25.49% Pervious = 0.360 ac 74.51% Impervious = 1.051 ac Page 420 of 1184 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28"24614 EXISTING Printed 2/24/2025Prepared by Civil Site Group Page 27HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment EX 1: EX 1 - Drains to Arcadia Ave Runoff = 3.53 cfs @ 12.13 hrs, Volume= 0.182 af, Depth= 3.59" Routed to Reach R1 : Arcadia Ave Storm System (ST-116) Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28" Area (sf) CN Description 19,674 98 Paved parking, HSG D 6,833 80 >75% Grass cover, Good, HSG D 26,507 Weighted Average 6,833 25.78% Pervious Area 19,674 74.22% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Subcatchment EX 1: EX 1 - Drains to Arcadia Ave Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)3210MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28" Runoff Area=26,507 sf Runoff Volume=0.182 af Runoff Depth=3.59" Tc=6.0 min CN=WQ 3.53 cfs Page 421 of 1184 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28"24614 EXISTING Printed 2/24/2025Prepared by Civil Site Group Page 28HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment EX 2: EX 2 - Drains to Eden Ave Runoff = 4.15 cfs @ 12.13 hrs, Volume= 0.217 af, Depth= 3.84" Routed to Reach R2 : Eden Ave Storm System (ST-168) Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28" Area (sf) CN Description 26,119 98 Paved parking, HSG D 3,479 80 >75% Grass cover, Good, HSG D 29,598 Weighted Average 3,479 11.75% Pervious Area 26,119 88.25% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Subcatchment EX 2: EX 2 - Drains to Eden Ave Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)43210MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28" Runoff Area=29,598 sf Runoff Volume=0.217 af Runoff Depth=3.84" Tc=6.0 min CN=WQ 4.15 cfs Page 422 of 1184 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28"24614 EXISTING Printed 2/24/2025Prepared by Civil Site Group Page 29HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment EX 3: EX 3 - Drains to Hwy 100 Runoff = 0.22 cfs @ 12.23 hrs, Volume= 0.014 af, Depth= 2.28" Routed to Reach R3 : Hwy 100 Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28" Area (sf) CN Description 0 98 Paved parking, HSG D 3,297 80 >75% Grass cover, Good, HSG D 3,297 Weighted Average 3,297 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.0 Direct Entry, Subcatchment EX 3: EX 3 - Drains to Hwy 100 Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)0.25 0.24 0.23 0.22 0.21 0.2 0.19 0.18 0.17 0.16 0.15 0.14 0.13 0.12 0.11 0.1 0.09 0.08 0.07 0.06 0.05 0.04 0.03 0.02 0.010 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28" Runoff Area=3,297 sf Runoff Volume=0.014 af Runoff Depth=2.28" Tc=15.0 min CN=WQ 0.22 cfs Page 423 of 1184 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28"24614 EXISTING Printed 2/24/2025Prepared by Civil Site Group Page 30HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment EX OFF 1: EX OFF 1 - Drains onsite then to Arcadia Runoff = 0.10 cfs @ 12.23 hrs, Volume= 0.006 af, Depth= 2.28" Routed to Reach R1 : Arcadia Ave Storm System (ST-116) Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28" Area (sf) CN Description 0 98 Paved parking, HSG D 1,413 80 >75% Grass cover, Good, HSG D 1,413 Weighted Average 1,413 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.0 Direct Entry, Subcatchment EX OFF 1: EX OFF 1 - Drains onsite then to Arcadia Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)0.105 0.1 0.095 0.09 0.085 0.08 0.075 0.07 0.065 0.06 0.055 0.05 0.045 0.04 0.035 0.03 0.025 0.02 0.015 0.01 0.0050 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28" Runoff Area=1,413 sf Runoff Volume=0.006 af Runoff Depth=2.28" Tc=15.0 min CN=WQ 0.10 cfs Page 424 of 1184 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28"24614 EXISTING Printed 2/24/2025Prepared by Civil Site Group Page 31HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment EX OFF 2: EX OFF 2 - Drains Onsite then to Eden Ave Runoff = 0.04 cfs @ 12.23 hrs, Volume= 0.003 af, Depth= 2.28" Routed to Reach R2 : Eden Ave Storm System (ST-168) Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28" Area (sf) CN Description 0 98 Paved parking, HSG D 640 80 >75% Grass cover, Good, HSG D 640 Weighted Average 640 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.0 Direct Entry, Subcatchment EX OFF 2: EX OFF 2 - Drains Onsite then to Eden Ave Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)0.048 0.046 0.044 0.042 0.04 0.038 0.036 0.034 0.032 0.03 0.028 0.026 0.024 0.022 0.02 0.018 0.016 0.014 0.012 0.01 0.008 0.006 0.004 0.0020 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28" Runoff Area=640 sf Runoff Volume=0.003 af Runoff Depth=2.28" Tc=15.0 min CN=WQ 0.04 cfs Page 425 of 1184 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28"24614 EXISTING Printed 2/24/2025Prepared by Civil Site Group Page 32HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Reach R1: Arcadia Ave Storm System (ST-116) [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 0.641 ac, 70.47% Impervious, Inflow Depth = 3.52" for 10y 24hr AT-14 event Inflow = 3.60 cfs @ 12.13 hrs, Volume= 0.188 af Outflow = 3.60 cfs @ 12.13 hrs, Volume= 0.188 af, Atten= 0%, Lag= 0.0 min Routed to Reach Total : Total Site Area Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Reach R1: Arcadia Ave Storm System (ST-116) Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)43210Inflow Area=0.641 ac 3.60 cfs 3.60 cfs Page 426 of 1184 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28"24614 EXISTING Printed 2/24/2025Prepared by Civil Site Group Page 33HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Reach R2: Eden Ave Storm System (ST-168) [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 0.694 ac, 86.38% Impervious, Inflow Depth = 3.80" for 10y 24hr AT-14 event Inflow = 4.18 cfs @ 12.13 hrs, Volume= 0.220 af Outflow = 4.18 cfs @ 12.13 hrs, Volume= 0.220 af, Atten= 0%, Lag= 0.0 min Routed to Reach Total : Total Site Area Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Reach R2: Eden Ave Storm System (ST-168) Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)43210Inflow Area=0.694 ac 4.18 cfs 4.18 cfs Page 427 of 1184 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28"24614 EXISTING Printed 2/24/2025Prepared by Civil Site Group Page 34HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Reach R3: Hwy 100 [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 0.076 ac, 0.00% Impervious, Inflow Depth = 2.28" for 10y 24hr AT-14 event Inflow = 0.22 cfs @ 12.23 hrs, Volume= 0.014 af Outflow = 0.22 cfs @ 12.23 hrs, Volume= 0.014 af, Atten= 0%, Lag= 0.0 min Routed to Reach Total : Total Site Area Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Reach R3: Hwy 100 Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)0.25 0.24 0.23 0.22 0.21 0.2 0.19 0.18 0.17 0.16 0.15 0.14 0.13 0.12 0.11 0.1 0.09 0.08 0.07 0.06 0.05 0.04 0.03 0.02 0.010 Inflow Area=0.076 ac 0.22 cfs 0.22 cfs Page 428 of 1184 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28"24614 EXISTING Printed 2/24/2025Prepared by Civil Site Group Page 35HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Reach Total: Total Site Area [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 1.411 ac, 74.51% Impervious, Inflow Depth = 3.59" for 10y 24hr AT-14 event Inflow = 7.93 cfs @ 12.13 hrs, Volume= 0.422 af Outflow = 7.93 cfs @ 12.13 hrs, Volume= 0.422 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Reach Total: Total Site Area Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)876543210Inflow Area=1.411 ac 7.93 cfs 7.93 cfs Page 429 of 1184 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49"24614 EXISTING Printed 2/24/2025Prepared by Civil Site Group Page 36HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Time span=0.00-240.00 hrs, dt=0.01 hrs, 24001 points Runoff by SCS TR-20 method, UH=SCS, Weighted-Q Reach routing by Stor-Ind method - Pond routing by Stor-Ind method Runoff Area=26,507 sf 74.22% Impervious Runoff Depth=6.71"Subcatchment EX 1: EX 1 - Drains to Tc=6.0 min CN=WQ Runoff=6.50 cfs 0.340 af Runoff Area=29,598 sf 88.25% Impervious Runoff Depth=7.00"Subcatchment EX 2: EX 2 - Drains to Eden Tc=6.0 min CN=WQ Runoff=7.45 cfs 0.397 af Runoff Area=3,297 sf 0.00% Impervious Runoff Depth=5.15"Subcatchment EX 3: EX 3 - Drains to Hwy 100 Tc=15.0 min CN=WQ Runoff=0.50 cfs 0.032 af Runoff Area=1,413 sf 0.00% Impervious Runoff Depth=5.15"Subcatchment EX OFF 1: EX OFF 1 - Drains Tc=15.0 min CN=WQ Runoff=0.21 cfs 0.014 af Runoff Area=640 sf 0.00% Impervious Runoff Depth=5.15"Subcatchment EX OFF 2: EX OFF 2 - Drains Tc=15.0 min CN=WQ Runoff=0.10 cfs 0.006 af Inflow=6.65 cfs 0.354 afReach R1: Arcadia Ave Storm System (ST-116) Outflow=6.65 cfs 0.354 af Inflow=7.51 cfs 0.403 afReach R2: Eden Ave Storm System (ST-168) Outflow=7.51 cfs 0.403 af Inflow=0.50 cfs 0.032 afReach R3: Hwy 100 Outflow=0.50 cfs 0.032 af Inflow=14.52 cfs 0.789 afReach Total: Total Site Area Outflow=14.52 cfs 0.789 af Total Runoff Area = 1.411 ac Runoff Volume = 0.789 af Average Runoff Depth = 6.71" 25.49% Pervious = 0.360 ac 74.51% Impervious = 1.051 ac Page 430 of 1184 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49"24614 EXISTING Printed 2/24/2025Prepared by Civil Site Group Page 37HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment EX 1: EX 1 - Drains to Arcadia Ave Runoff = 6.50 cfs @ 12.13 hrs, Volume= 0.340 af, Depth= 6.71" Routed to Reach R1 : Arcadia Ave Storm System (ST-116) Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49" Area (sf) CN Description 19,674 98 Paved parking, HSG D 6,833 80 >75% Grass cover, Good, HSG D 26,507 Weighted Average 6,833 25.78% Pervious Area 19,674 74.22% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Subcatchment EX 1: EX 1 - Drains to Arcadia Ave Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)76543210MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49" Runoff Area=26,507 sf Runoff Volume=0.340 af Runoff Depth=6.71" Tc=6.0 min CN=WQ 6.50 cfs Page 431 of 1184 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49"24614 EXISTING Printed 2/24/2025Prepared by Civil Site Group Page 38HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment EX 2: EX 2 - Drains to Eden Ave Runoff = 7.45 cfs @ 12.13 hrs, Volume= 0.397 af, Depth= 7.00" Routed to Reach R2 : Eden Ave Storm System (ST-168) Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49" Area (sf) CN Description 26,119 98 Paved parking, HSG D 3,479 80 >75% Grass cover, Good, HSG D 29,598 Weighted Average 3,479 11.75% Pervious Area 26,119 88.25% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Subcatchment EX 2: EX 2 - Drains to Eden Ave Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)876543210MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49" Runoff Area=29,598 sf Runoff Volume=0.397 af Runoff Depth=7.00" Tc=6.0 min CN=WQ 7.45 cfs Page 432 of 1184 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49"24614 EXISTING Printed 2/24/2025Prepared by Civil Site Group Page 39HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment EX 3: EX 3 - Drains to Hwy 100 Runoff = 0.50 cfs @ 12.23 hrs, Volume= 0.032 af, Depth= 5.15" Routed to Reach R3 : Hwy 100 Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49" Area (sf) CN Description 0 98 Paved parking, HSG D 3,297 80 >75% Grass cover, Good, HSG D 3,297 Weighted Average 3,297 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.0 Direct Entry, Subcatchment EX 3: EX 3 - Drains to Hwy 100 Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)0.55 0.5 0.45 0.4 0.35 0.3 0.25 0.2 0.15 0.1 0.050 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49" Runoff Area=3,297 sf Runoff Volume=0.032 af Runoff Depth=5.15" Tc=15.0 min CN=WQ 0.50 cfs Page 433 of 1184 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49"24614 EXISTING Printed 2/24/2025Prepared by Civil Site Group Page 40HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment EX OFF 1: EX OFF 1 - Drains onsite then to Arcadia Runoff = 0.21 cfs @ 12.23 hrs, Volume= 0.014 af, Depth= 5.15" Routed to Reach R1 : Arcadia Ave Storm System (ST-116) Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49" Area (sf) CN Description 0 98 Paved parking, HSG D 1,413 80 >75% Grass cover, Good, HSG D 1,413 Weighted Average 1,413 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.0 Direct Entry, Subcatchment EX OFF 1: EX OFF 1 - Drains onsite then to Arcadia Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)0.23 0.22 0.21 0.2 0.19 0.18 0.17 0.16 0.15 0.14 0.13 0.12 0.11 0.1 0.09 0.08 0.07 0.06 0.05 0.04 0.03 0.02 0.010 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49" Runoff Area=1,413 sf Runoff Volume=0.014 af Runoff Depth=5.15" Tc=15.0 min CN=WQ 0.21 cfs Page 434 of 1184 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49"24614 EXISTING Printed 2/24/2025Prepared by Civil Site Group Page 41HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment EX OFF 2: EX OFF 2 - Drains Onsite then to Eden Ave Runoff = 0.10 cfs @ 12.23 hrs, Volume= 0.006 af, Depth= 5.15" Routed to Reach R2 : Eden Ave Storm System (ST-168) Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49" Area (sf) CN Description 0 98 Paved parking, HSG D 640 80 >75% Grass cover, Good, HSG D 640 Weighted Average 640 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.0 Direct Entry, Subcatchment EX OFF 2: EX OFF 2 - Drains Onsite then to Eden Ave Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)0.105 0.1 0.095 0.09 0.085 0.08 0.075 0.07 0.065 0.06 0.055 0.05 0.045 0.04 0.035 0.03 0.025 0.02 0.015 0.01 0.0050 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49" Runoff Area=640 sf Runoff Volume=0.006 af Runoff Depth=5.15" Tc=15.0 min CN=WQ 0.10 cfs Page 435 of 1184 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49"24614 EXISTING Printed 2/24/2025Prepared by Civil Site Group Page 42HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Reach R1: Arcadia Ave Storm System (ST-116) [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 0.641 ac, 70.47% Impervious, Inflow Depth = 6.63" for 100y 24hr AT-14 event Inflow = 6.65 cfs @ 12.13 hrs, Volume= 0.354 af Outflow = 6.65 cfs @ 12.13 hrs, Volume= 0.354 af, Atten= 0%, Lag= 0.0 min Routed to Reach Total : Total Site Area Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Reach R1: Arcadia Ave Storm System (ST-116) Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)76543210Inflow Area=0.641 ac 6.65 cfs 6.65 cfs Page 436 of 1184 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49"24614 EXISTING Printed 2/24/2025Prepared by Civil Site Group Page 43HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Reach R2: Eden Ave Storm System (ST-168) [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 0.694 ac, 86.38% Impervious, Inflow Depth = 6.96" for 100y 24hr AT-14 event Inflow = 7.51 cfs @ 12.13 hrs, Volume= 0.403 af Outflow = 7.51 cfs @ 12.13 hrs, Volume= 0.403 af, Atten= 0%, Lag= 0.0 min Routed to Reach Total : Total Site Area Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Reach R2: Eden Ave Storm System (ST-168) Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)876543210Inflow Area=0.694 ac 7.51 cfs 7.51 cfs Page 437 of 1184 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49"24614 EXISTING Printed 2/24/2025Prepared by Civil Site Group Page 44HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Reach R3: Hwy 100 [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 0.076 ac, 0.00% Impervious, Inflow Depth = 5.15" for 100y 24hr AT-14 event Inflow = 0.50 cfs @ 12.23 hrs, Volume= 0.032 af Outflow = 0.50 cfs @ 12.23 hrs, Volume= 0.032 af, Atten= 0%, Lag= 0.0 min Routed to Reach Total : Total Site Area Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Reach R3: Hwy 100 Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)0.55 0.5 0.45 0.4 0.35 0.3 0.25 0.2 0.15 0.1 0.050 Inflow Area=0.076 ac 0.50 cfs 0.50 cfs Page 438 of 1184 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49"24614 EXISTING Printed 2/24/2025Prepared by Civil Site Group Page 45HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Reach Total: Total Site Area [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 1.411 ac, 74.51% Impervious, Inflow Depth = 6.71" for 100y 24hr AT-14 event Inflow = 14.52 cfs @ 12.13 hrs, Volume= 0.789 af Outflow = 14.52 cfs @ 12.13 hrs, Volume= 0.789 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Reach Total: Total Site Area Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)16 15 14 13 12 11 109876543210 Inflow Area=1.411 ac 14.52 cfs 14.52 cfs Page 439 of 1184 PROPOSED CONDITIONS PR OFF 1 PR OFF 1 - Drains Onsite then to Basin 1 PR OFF 2 PR OFF 2 - Drains Onsite then to Basin 2 PR1A PR1A - Drains to Basin 1 then to Arcadia Ave PR1B PR1B - Drains to Arcadia Ave PR2 PR2 - Drains to Basin 2 then to Eden Ave PR3 PR3 - Drains to Hwy 100 R1 Arcadia Ave Storm System (ST-116) R2 Eden Ave Storm System (ST-168) R3 Hwy 100 Total Total Site Area 1P Basin 1 - Underground Storage & Infiltration System 2P Basin 2 - Underground Storage & Infiltration System Routing Diagram for 24614 PROPOSED Prepared by Civil Site Group, Printed 2/24/2025 HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Subcat Reach Pond Link Page 440 of 1184 24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 2HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Rainfall Events Listing (selected events) Event# Event Name Storm Type Curve Mode Duration (hours) B/B Depth (inches) AMC 1 1y 24hr AT-14 MSE 24-hr 3 Default 24.00 1 2.49 2 2 2y 24hr AT-14 MSE 24-hr 3 Default 24.00 1 2.86 2 3 10y 24hr AT-14 MSE 24-hr 3 Default 24.00 1 4.28 2 4 100y 24hr AT-14 MSE 24-hr 3 Default 24.00 1 7.49 2 Page 441 of 1184 24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 3HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Area Listing (all nodes) Area (acres) CN Description (subcatchment-numbers) 0.254 80 >75% Grass cover, Good, HSG D (PR OFF 1, PR OFF 2, PR1A, PR1B, PR2, PR3) 1.133 98 Paved parking, HSG D (PR OFF 1, PR OFF 2, PR1A, PR1B, PR2, PR3) 1.387 95 TOTAL AREA Page 442 of 1184 24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 4HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Soil Listing (all nodes) Area (acres) Soil Group Subcatchment Numbers 0.000 HSG A 0.000 HSG B 0.000 HSG C 1.387 HSG D PR OFF 1, PR OFF 2, PR1A, PR1B, PR2, PR3 0.000 Other 1.387 TOTAL AREA Page 443 of 1184 24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 5HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Ground Covers (all 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 0.254 0.000 0.254 >75% Grass cover, Good PR OFF 1, PR OFF 2, PR1A, PR1B, PR2, PR3 0.000 0.000 0.000 1.133 0.000 1.133 Paved parking PR OFF 1, PR OFF 2, PR1A, PR1B, PR2, PR3 0.000 0.000 0.000 1.387 0.000 1.387 TOTAL AREA Page 444 of 1184 24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 6HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Pipe Listing (all nodes) Line# Node Number In-Invert (feet) Out-Invert (feet) Length (feet) Slope (ft/ft) n Width (inches) Diam/Height (inches) Inside-Fill (inches) Node Name 1 1P 924.60 924.40 28.0 0.0071 0.012 0.0 12.0 0.0 2 1P 924.80 924.70 5.0 0.0200 0.012 0.0 15.0 0.0 3 2P 925.10 922.30 34.0 0.0824 0.012 0.0 12.0 0.0 4 2P 927.35 925.20 62.0 0.0347 0.012 0.0 15.0 0.0 Page 445 of 1184 MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 7HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Time span=0.00-240.00 hrs, dt=0.01 hrs, 24001 points Runoff by SCS TR-20 method, UH=SCS, Weighted-Q Reach routing by Stor-Ind method - Pond routing by Stor-Ind method Runoff Area=499 sf 38.48% Impervious Runoff Depth=1.41"Subcatchment PR OFF 1: PR OFF 1 - Drains Tc=10.0 min CN=WQ Runoff=0.02 cfs 0.001 af Runoff Area=499 sf 38.48% Impervious Runoff Depth=1.41"Subcatchment PR OFF 2: PR OFF 2 - Drains Tc=10.0 min CN=WQ Runoff=0.02 cfs 0.001 af Runoff Area=17,422 sf 98.16% Impervious Runoff Depth=2.24"Subcatchment PR1A: PR1A - Drains to Tc=6.0 min CN=WQ Runoff=1.45 cfs 0.075 af Runoff Area=10,723 sf 44.84% Impervious Runoff Depth=1.50"Subcatchment PR1B: PR1B - Drains to Tc=10.0 min CN=WQ Runoff=0.53 cfs 0.031 af Runoff Area=28,541 sf 93.29% Impervious Runoff Depth=2.17"Subcatchment PR2: PR2 - Drains to Basin Tc=6.0 min CN=WQ Runoff=2.31 cfs 0.118 af Runoff Area=2,716 sf 16.05% Impervious Runoff Depth=1.10"Subcatchment PR3: PR3 - Drains to Hwy Tc=15.0 min CN=WQ Runoff=0.08 cfs 0.006 af Inflow=0.53 cfs 0.038 afReach R1: Arcadia Ave Storm System (ST-116) Outflow=0.53 cfs 0.038 af Inflow=0.29 cfs 0.025 afReach R2: Eden Ave Storm System (ST-168) Outflow=0.29 cfs 0.025 af Inflow=0.08 cfs 0.006 afReach R3: Hwy 100 Outflow=0.08 cfs 0.006 af Inflow=0.60 cfs 0.069 afReach Total: Total Site Area Outflow=0.60 cfs 0.069 af Peak Elev=924.92' Storage=2,171 cf Inflow=1.47 cfs 0.076 afPond 1P: Basin 1 - Underground Storage & Discarded=0.02 cfs 0.068 af Primary=0.07 cfs 0.008 af Secondary=0.00 cfs 0.000 af Outflow=0.08 cfs 0.076 af Peak Elev=927.61' Storage=3,101 cf Inflow=2.33 cfs 0.120 afPond 2P: Basin 2 - Underground Storage & Discarded=0.02 cfs 0.095 af Primary=0.29 cfs 0.025 af Secondary=0.00 cfs 0.000 af Outflow=0.31 cfs 0.120 af Total Runoff Area = 1.387 ac Runoff Volume = 0.232 af Average Runoff Depth = 2.01" 18.29% Pervious = 0.254 ac 81.71% Impervious = 1.133 ac Page 446 of 1184 MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 8HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment PR OFF 1: PR OFF 1 - Drains Onsite then to Basin 1 Runoff = 0.02 cfs @ 12.18 hrs, Volume= 0.001 af, Depth= 1.41" Routed to Pond 1P : Basin 1 - Underground Storage & Infiltration System Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49" Area (sf) CN Description 192 98 Paved parking, HSG D 307 80 >75% Grass cover, Good, HSG D 499 Weighted Average 307 61.52% Pervious Area 192 38.48% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment PR OFF 1: PR OFF 1 - Drains Onsite then to Basin 1 Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)0.026 0.025 0.024 0.023 0.022 0.021 0.02 0.019 0.018 0.017 0.016 0.015 0.014 0.013 0.012 0.011 0.01 0.009 0.008 0.007 0.006 0.005 0.004 0.003 0.002 0.0010 MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49" Runoff Area=499 sf Runoff Volume=0.001 af Runoff Depth=1.41" Tc=10.0 min CN=WQ 0.02 cfs Page 447 of 1184 MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 9HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment PR OFF 2: PR OFF 2 - Drains Onsite then to Basin 2 Runoff = 0.02 cfs @ 12.18 hrs, Volume= 0.001 af, Depth= 1.41" Routed to Pond 2P : Basin 2 - Underground Storage & Infiltration System Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49" Area (sf) CN Description 192 98 Paved parking, HSG D 307 80 >75% Grass cover, Good, HSG D 499 Weighted Average 307 61.52% Pervious Area 192 38.48% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment PR OFF 2: PR OFF 2 - Drains Onsite then to Basin 2 Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)0.026 0.025 0.024 0.023 0.022 0.021 0.02 0.019 0.018 0.017 0.016 0.015 0.014 0.013 0.012 0.011 0.01 0.009 0.008 0.007 0.006 0.005 0.004 0.003 0.002 0.0010 MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49" Runoff Area=499 sf Runoff Volume=0.001 af Runoff Depth=1.41" Tc=10.0 min CN=WQ 0.02 cfs Page 448 of 1184 MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 10HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment PR1A: PR1A - Drains to Basin 1 then to Arcadia Ave Runoff = 1.45 cfs @ 12.13 hrs, Volume= 0.075 af, Depth= 2.24" Routed to Pond 1P : Basin 1 - Underground Storage & Infiltration System Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49" Area (sf) CN Description 17,101 98 Paved parking, HSG D 321 80 >75% Grass cover, Good, HSG D 17,422 Weighted Average 321 1.84% Pervious Area 17,101 98.16% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Subcatchment PR1A: PR1A - Drains to Basin 1 then to Arcadia Ave Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)10MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49" Runoff Area=17,422 sf Runoff Volume=0.075 af Runoff Depth=2.24" Tc=6.0 min CN=WQ 1.45 cfs Page 449 of 1184 MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 11HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment PR1B: PR1B - Drains to Arcadia Ave Runoff = 0.53 cfs @ 12.17 hrs, Volume= 0.031 af, Depth= 1.50" Routed to Reach R1 : Arcadia Ave Storm System (ST-116) Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49" Area (sf) CN Description 4,808 98 Paved parking, HSG D 5,915 80 >75% Grass cover, Good, HSG D 10,723 Weighted Average 5,915 55.16% Pervious Area 4,808 44.84% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment PR1B: PR1B - Drains to Arcadia Ave Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)0.55 0.5 0.45 0.4 0.35 0.3 0.25 0.2 0.15 0.1 0.050 MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49" Runoff Area=10,723 sf Runoff Volume=0.031 af Runoff Depth=1.50" Tc=10.0 min CN=WQ 0.53 cfs Page 450 of 1184 MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 12HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment PR2: PR2 - Drains to Basin 2 then to Eden Ave Runoff = 2.31 cfs @ 12.13 hrs, Volume= 0.118 af, Depth= 2.17" Routed to Pond 2P : Basin 2 - Underground Storage & Infiltration System Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49" Area (sf) CN Description 26,625 98 Paved parking, HSG D 1,916 80 >75% Grass cover, Good, HSG D 28,541 Weighted Average 1,916 6.71% Pervious Area 26,625 93.29% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Subcatchment PR2: PR2 - Drains to Basin 2 then to Eden Ave Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)210MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49" Runoff Area=28,541 sf Runoff Volume=0.118 af Runoff Depth=2.17" Tc=6.0 min CN=WQ 2.31 cfs Page 451 of 1184 MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 13HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment PR3: PR3 - Drains to Hwy 100 Runoff = 0.08 cfs @ 12.24 hrs, Volume= 0.006 af, Depth= 1.10" Routed to Reach R3 : Hwy 100 Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49" Area (sf) CN Description 436 98 Paved parking, HSG D 2,280 80 >75% Grass cover, Good, HSG D 2,716 Weighted Average 2,280 83.95% Pervious Area 436 16.05% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.0 Direct Entry, Subcatchment PR3: PR3 - Drains to Hwy 100 Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)0.095 0.09 0.085 0.08 0.075 0.07 0.065 0.06 0.055 0.05 0.045 0.04 0.035 0.03 0.025 0.02 0.015 0.01 0.0050 MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49" Runoff Area=2,716 sf Runoff Volume=0.006 af Runoff Depth=1.10" Tc=15.0 min CN=WQ 0.08 cfs Page 452 of 1184 MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 14HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Reach R1: Arcadia Ave Storm System (ST-116) [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 0.658 ac, 77.16% Impervious, Inflow Depth = 0.70" for 1y 24hr AT-14 event Inflow = 0.53 cfs @ 12.17 hrs, Volume= 0.038 af Outflow = 0.53 cfs @ 12.17 hrs, Volume= 0.038 af, Atten= 0%, Lag= 0.0 min Routed to Reach Total : Total Site Area Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Reach R1: Arcadia Ave Storm System (ST-116) Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)0.55 0.5 0.45 0.4 0.35 0.3 0.25 0.2 0.15 0.1 0.050 Inflow Area=0.658 ac 0.53 cfs 0.53 cfs Page 453 of 1184 MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 15HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Reach R2: Eden Ave Storm System (ST-168) [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 0.667 ac, 92.35% Impervious, Inflow Depth = 0.45" for 1y 24hr AT-14 event Inflow = 0.29 cfs @ 12.53 hrs, Volume= 0.025 af Outflow = 0.29 cfs @ 12.53 hrs, Volume= 0.025 af, Atten= 0%, Lag= 0.0 min Routed to Reach Total : Total Site Area Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Reach R2: Eden Ave Storm System (ST-168) Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)0.32 0.3 0.28 0.26 0.24 0.22 0.2 0.18 0.16 0.14 0.12 0.1 0.08 0.06 0.04 0.020 Inflow Area=0.667 ac 0.29 cfs 0.29 cfs Page 454 of 1184 MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 16HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Reach R3: Hwy 100 [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 0.062 ac, 16.05% Impervious, Inflow Depth = 1.10" for 1y 24hr AT-14 event Inflow = 0.08 cfs @ 12.24 hrs, Volume= 0.006 af Outflow = 0.08 cfs @ 12.24 hrs, Volume= 0.006 af, Atten= 0%, Lag= 0.0 min Routed to Reach Total : Total Site Area Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Reach R3: Hwy 100 Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)0.095 0.09 0.085 0.08 0.075 0.07 0.065 0.06 0.055 0.05 0.045 0.04 0.035 0.03 0.025 0.02 0.015 0.01 0.0050 Inflow Area=0.062 ac 0.08 cfs 0.08 cfs Page 455 of 1184 MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 17HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Reach Total: Total Site Area [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 1.387 ac, 81.71% Impervious, Inflow Depth = 0.60" for 1y 24hr AT-14 event Inflow = 0.60 cfs @ 12.18 hrs, Volume= 0.069 af Outflow = 0.60 cfs @ 12.18 hrs, Volume= 0.069 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Reach Total: Total Site Area Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)0.65 0.6 0.55 0.5 0.45 0.4 0.35 0.3 0.25 0.2 0.15 0.1 0.050 Inflow Area=1.387 ac 0.60 cfs 0.60 cfs Page 456 of 1184 MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 18HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Pond 1P: Basin 1 - Underground Storage & Infiltration System Inflow Area = 0.411 ac, 96.50% Impervious, Inflow Depth = 2.21" for 1y 24hr AT-14 event Inflow = 1.47 cfs @ 12.13 hrs, Volume= 0.076 af Outflow = 0.08 cfs @ 13.19 hrs, Volume= 0.076 af, Atten= 94%, Lag= 63.7 min Discarded = 0.02 cfs @ 12.46 hrs, Volume= 0.068 af Primary = 0.07 cfs @ 13.19 hrs, Volume= 0.008 af Routed to Reach R1 : Arcadia Ave Storm System (ST-116) Secondary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Routed to Reach R1 : Arcadia Ave Storm System (ST-116) Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Peak Elev= 924.92' @ 13.19 hrs Surf.Area= 926 sf Storage= 2,171 cf Plug-Flow detention time= 996.9 min calculated for 0.076 af (100% of inflow) Center-of-Mass det. time= 996.9 min ( 1,754.1 - 757.2 ) Volume Invert Avail.Storage Storage Description #1A 921.50' 976 cf 10.33'W x 89.00'L x 4.50'H Field A 4,138 cf Overall - 1,700 cf Embedded = 2,439 cf x 40.0% Voids #2A 922.00' 1,700 cf CMP Round 42 x 8 Inside #1 Effective Size= 42.0"W x 42.0"H => 9.62 sf x 20.00'L = 192.4 cf Overall Size= 42.0"W x 42.0"H x 20.00'L 8 Chambers in 2 Rows 8.33' Header x 9.62 sf x 2 = 160.4 cf Inside #3 924.60' 22 cf Catch Basin (2 X 3) (Prismatic) Listed below (Recalc) 2,697 cf Total Available Storage Storage Group A created with Chamber Wizard Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) 924.60 6 0 0 928.31 6 22 22 Device Routing Invert Outlet Devices #1 Discarded 921.50'0.800 in/hr Exfiltration over Surface area #2 Primary 924.60'12.0" Round 12'' Pipe Out (Exist) L= 28.0' RCP, mitered to conform to fill, Ke= 0.700 Inlet / Outlet Invert= 924.60' / 924.40' S= 0.0071 '/' Cc= 0.900 n= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf #3 Device 2 924.80'15.0" Round 15'' Pipe (OCS to Exist) L= 5.0' RCP, mitered to conform to fill, Ke= 0.700 Inlet / Outlet Invert= 924.80' / 924.70' S= 0.0200 '/' Cc= 0.900 n= 0.012 Concrete pipe, finished, Flow Area= 1.23 sf #4 Secondary 928.30'2.0" x 3.0" Horiz. EOF Rim C= 0.600 Limited to weir flow at low heads Page 457 of 1184 MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 19HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Discarded OutFlow Max=0.02 cfs @ 12.46 hrs HW=924.61' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.02 cfs) Primary OutFlow Max=0.07 cfs @ 13.19 hrs HW=924.92' (Free Discharge) 2=12'' Pipe Out (Exist) (Passes 0.07 cfs of 0.35 cfs potential flow) 3=15'' Pipe (OCS to Exist) (Inlet Controls 0.07 cfs @ 1.06 fps) Secondary OutFlow Max=0.00 cfs @ 0.00 hrs HW=921.50' (Free Discharge) 4=EOF Rim ( Controls 0.00 cfs) Page 458 of 1184 MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 20HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Pond 1P: Basin 1 - Underground Storage & Infiltration System - Chamber Wizard Field A Chamber Model = CMP Round 42 (Round Corrugated Metal Pipe) Effective Size= 42.0"W x 42.0"H => 9.62 sf x 20.00'L = 192.4 cf Overall Size= 42.0"W x 42.0"H x 20.00'L 42.0" Wide + 16.0" Spacing = 58.0" C-C Row Spacing 4 Chambers/Row x 20.00' Long +3.50' Header x 2 = 87.00' Row Length +12.0" End Stone x 2 = 89.00' Base Length 2 Rows x 42.0" Wide + 16.0" Spacing x 1 + 12.0" Side Stone x 2 = 10.33' Base Width 6.0" Stone Base + 42.0" Chamber Height + 6.0" Stone Cover = 4.50' Field Height 8 Chambers x 192.4 cf + 8.33' Header x 9.62 sf x 2 = 1,699.7 cf Chamber Storage 4,138.5 cf Field - 1,699.7 cf Chambers = 2,438.8 cf Stone x 40.0% Voids = 975.5 cf Stone Storage Chamber Storage + Stone Storage = 2,675.2 cf = 0.061 af Overall Storage Efficiency = 64.6% Overall System Size = 89.00' x 10.33' x 4.50' 8 Chambers 153.3 cy Field 90.3 cy Stone Page 459 of 1184 MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 21HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Pond 1P: Basin 1 - Underground Storage & Infiltration System Inflow Outflow Discarded Primary Secondary Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)10Inflow Area=0.411 ac Peak Elev=924.92' Storage=2,171 cf 1.47 cfs 0.08 cfs 0.02 cfs0.07 cfs 0.00 cfs Page 460 of 1184 MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 22HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Pond 2P: Basin 2 - Underground Storage & Infiltration System Inflow Area = 0.667 ac, 92.35% Impervious, Inflow Depth = 2.16" for 1y 24hr AT-14 event Inflow = 2.33 cfs @ 12.13 hrs, Volume= 0.120 af Outflow = 0.31 cfs @ 12.53 hrs, Volume= 0.120 af, Atten= 87%, Lag= 24.2 min Discarded = 0.02 cfs @ 12.34 hrs, Volume= 0.095 af Primary = 0.29 cfs @ 12.53 hrs, Volume= 0.025 af Routed to Reach R2 : Eden Ave Storm System (ST-168) Secondary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Routed to Reach R2 : Eden Ave Storm System (ST-168) Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Peak Elev= 927.61' @ 12.53 hrs Surf.Area= 1,107 sf Storage= 3,101 cf Plug-Flow detention time= 1,025.5 min calculated for 0.120 af (100% of inflow) Center-of-Mass det. time= 1,025.6 min ( 1,784.0 - 758.4 ) Volume Invert Avail.Storage Storage Description #1A 923.50' 1,592 cf 15.58'W x 70.23'L x 5.50'H Field A 6,019 cf Overall - 2,039 cf Embedded = 3,981 cf x 40.0% Voids #2A 924.25' 2,039 cf ADS_StormTech MC-3500 d +Cap x 18 Inside #1 Effective Size= 70.4"W x 45.0"H => 15.33 sf x 7.17'L = 110.0 cf Overall Size= 77.0"W x 45.0"H x 7.50'L with 0.33' Overlap 18 Chambers in 2 Rows Cap Storage= 14.9 cf x 2 x 2 rows = 59.6 cf #3 925.75' 81 cf OCS 2 (Conic) Listed below (Recalc) -Impervious #4 922.25' 127 cf CBMH 1 (Prismatic) Listed below (Recalc) 3,839 cf Total Available Storage Storage Group A created with Chamber Wizard Elevation Surf.Area Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (cubic-feet) (cubic-feet) (sq-ft) 925.75 13 0 0 13 932.00 13 81 81 93 Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) 922.25 13 0 0 932.00 13 127 127 Device Routing Invert Outlet Devices #1 Discarded 922.25'0.800 in/hr Exfiltration over Surface area #2 Primary 925.10'12.0" Round 12'' Pipe Out (Exist) L= 34.0' RCP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 925.10' / 922.30' S= 0.0824 '/' Cc= 0.900 n= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf #3 Device 2 927.35'15.0" Round 15'' Pipe (OCS to Exist) L= 62.0' RCP, mitered to conform to fill, Ke= 0.700 Inlet / Outlet Invert= 927.35' / 925.20' S= 0.0347 '/' Cc= 0.900 n= 0.012 Concrete pipe, finished, Flow Area= 1.23 sf Page 461 of 1184 MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 23HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC #4 Secondary 928.70'2.0" x 3.0" Horiz. EOF - Rim C= 0.600 Limited to weir flow at low heads Discarded OutFlow Max=0.02 cfs @ 12.34 hrs HW=927.37' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.02 cfs) Primary OutFlow Max=0.29 cfs @ 12.53 hrs HW=927.61' (Free Discharge) 2=12'' Pipe Out (Exist) (Passes 0.29 cfs of 5.36 cfs potential flow) 3=15'' Pipe (OCS to Exist) (Inlet Controls 0.29 cfs @ 1.54 fps) Secondary OutFlow Max=0.00 cfs @ 0.00 hrs HW=922.25' (Free Discharge) 4=EOF - Rim ( Controls 0.00 cfs) Page 462 of 1184 MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 24HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Pond 2P: Basin 2 - Underground Storage & Infiltration System - Chamber Wizard Field A Chamber Model = ADS_StormTech MC-3500 d +Cap (ADS StormTech® MC-3500 d rev 03/14 with Cap volume) Effective Size= 70.4"W x 45.0"H => 15.33 sf x 7.17'L = 110.0 cf Overall Size= 77.0"W x 45.0"H x 7.50'L with 0.33' Overlap Cap Storage= 14.9 cf x 2 x 2 rows = 59.6 cf 77.0" Wide + 9.0" Spacing = 86.0" C-C Row Spacing 9 Chambers/Row x 7.17' Long +1.85' Cap Length x 2 = 68.23' Row Length +12.0" End Stone x 2 = 70.23' Base Length 2 Rows x 77.0" Wide + 9.0" Spacing x 1 + 12.0" Side Stone x 2 = 15.58' Base Width 9.0" Stone Base + 45.0" Chamber Height + 12.0" Stone Cover = 5.50' Field Height 18 Chambers x 110.0 cf + 14.9 cf Cap Volume x 2 x 2 Rows = 2,038.7 cf Chamber Storage 6,019.3 cf Field - 2,038.7 cf Chambers = 3,980.6 cf Stone x 40.0% Voids = 1,592.2 cf Stone Storage Chamber Storage + Stone Storage = 3,631.0 cf = 0.083 af Overall Storage Efficiency = 60.3% Overall System Size = 70.23' x 15.58' x 5.50' 18 Chambers 222.9 cy Field 147.4 cy Stone Page 463 of 1184 MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 25HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Pond 2P: Basin 2 - Underground Storage & Infiltration System Inflow Outflow Discarded Primary Secondary Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)210Inflow Area=0.667 ac Peak Elev=927.61' Storage=3,101 cf 2.33 cfs 0.31 cfs 0.02 cfs 0.29 cfs 0.00 cfs Page 464 of 1184 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 26HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Time span=0.00-240.00 hrs, dt=0.01 hrs, 24001 points Runoff by SCS TR-20 method, UH=SCS, Weighted-Q Reach routing by Stor-Ind method - Pond routing by Stor-Ind method Runoff Area=499 sf 38.48% Impervious Runoff Depth=1.72"Subcatchment PR OFF 1: PR OFF 1 - Drains Tc=10.0 min CN=WQ Runoff=0.03 cfs 0.002 af Runoff Area=499 sf 38.48% Impervious Runoff Depth=1.72"Subcatchment PR OFF 2: PR OFF 2 - Drains Tc=10.0 min CN=WQ Runoff=0.03 cfs 0.002 af Runoff Area=17,422 sf 98.16% Impervious Runoff Depth=2.60"Subcatchment PR1A: PR1A - Drains to Tc=6.0 min CN=WQ Runoff=1.67 cfs 0.087 af Runoff Area=10,723 sf 44.84% Impervious Runoff Depth=1.81"Subcatchment PR1B: PR1B - Drains to Tc=10.0 min CN=WQ Runoff=0.64 cfs 0.037 af Runoff Area=28,541 sf 93.29% Impervious Runoff Depth=2.53"Subcatchment PR2: PR2 - Drains to Basin Tc=6.0 min CN=WQ Runoff=2.67 cfs 0.138 af Runoff Area=2,716 sf 16.05% Impervious Runoff Depth=1.38"Subcatchment PR3: PR3 - Drains to Hwy Tc=15.0 min CN=WQ Runoff=0.11 cfs 0.007 af Inflow=0.64 cfs 0.056 afReach R1: Arcadia Ave Storm System (ST-116) Outflow=0.64 cfs 0.056 af Inflow=0.79 cfs 0.043 afReach R2: Eden Ave Storm System (ST-168) Outflow=0.79 cfs 0.043 af Inflow=0.11 cfs 0.007 afReach R3: Hwy 100 Outflow=0.11 cfs 0.007 af Inflow=1.28 cfs 0.106 afReach Total: Total Site Area Outflow=1.28 cfs 0.106 af Peak Elev=925.03' Storage=2,240 cf Inflow=1.70 cfs 0.088 afPond 1P: Basin 1 - Underground Storage & Discarded=0.02 cfs 0.070 af Primary=0.23 cfs 0.019 af Secondary=0.00 cfs 0.000 af Outflow=0.24 cfs 0.088 af Peak Elev=927.80' Storage=3,199 cf Inflow=2.70 cfs 0.140 afPond 2P: Basin 2 - Underground Storage & Discarded=0.02 cfs 0.096 af Primary=0.79 cfs 0.043 af Secondary=0.00 cfs 0.000 af Outflow=0.81 cfs 0.140 af Total Runoff Area = 1.387 ac Runoff Volume = 0.272 af Average Runoff Depth = 2.36" 18.29% Pervious = 0.254 ac 81.71% Impervious = 1.133 ac Page 465 of 1184 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 27HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment PR OFF 1: PR OFF 1 - Drains Onsite then to Basin 1 Runoff = 0.03 cfs @ 12.18 hrs, Volume= 0.002 af, Depth= 1.72" Routed to Pond 1P : Basin 1 - Underground Storage & Infiltration System Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86" Area (sf) CN Description 192 98 Paved parking, HSG D 307 80 >75% Grass cover, Good, HSG D 499 Weighted Average 307 61.52% Pervious Area 192 38.48% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment PR OFF 1: PR OFF 1 - Drains Onsite then to Basin 1 Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)0.03 0.028 0.026 0.024 0.022 0.02 0.018 0.016 0.014 0.012 0.01 0.008 0.006 0.004 0.0020 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86" Runoff Area=499 sf Runoff Volume=0.002 af Runoff Depth=1.72" Tc=10.0 min CN=WQ 0.03 cfs Page 466 of 1184 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 28HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment PR OFF 2: PR OFF 2 - Drains Onsite then to Basin 2 Runoff = 0.03 cfs @ 12.18 hrs, Volume= 0.002 af, Depth= 1.72" Routed to Pond 2P : Basin 2 - Underground Storage & Infiltration System Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86" Area (sf) CN Description 192 98 Paved parking, HSG D 307 80 >75% Grass cover, Good, HSG D 499 Weighted Average 307 61.52% Pervious Area 192 38.48% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment PR OFF 2: PR OFF 2 - Drains Onsite then to Basin 2 Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)0.03 0.028 0.026 0.024 0.022 0.02 0.018 0.016 0.014 0.012 0.01 0.008 0.006 0.004 0.0020 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86" Runoff Area=499 sf Runoff Volume=0.002 af Runoff Depth=1.72" Tc=10.0 min CN=WQ 0.03 cfs Page 467 of 1184 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 29HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment PR1A: PR1A - Drains to Basin 1 then to Arcadia Ave Runoff = 1.67 cfs @ 12.13 hrs, Volume= 0.087 af, Depth= 2.60" Routed to Pond 1P : Basin 1 - Underground Storage & Infiltration System Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86" Area (sf) CN Description 17,101 98 Paved parking, HSG D 321 80 >75% Grass cover, Good, HSG D 17,422 Weighted Average 321 1.84% Pervious Area 17,101 98.16% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Subcatchment PR1A: PR1A - Drains to Basin 1 then to Arcadia Ave Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)10MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86" Runoff Area=17,422 sf Runoff Volume=0.087 af Runoff Depth=2.60" Tc=6.0 min CN=WQ 1.67 cfs Page 468 of 1184 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 30HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment PR1B: PR1B - Drains to Arcadia Ave Runoff = 0.64 cfs @ 12.17 hrs, Volume= 0.037 af, Depth= 1.81" Routed to Reach R1 : Arcadia Ave Storm System (ST-116) Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86" Area (sf) CN Description 4,808 98 Paved parking, HSG D 5,915 80 >75% Grass cover, Good, HSG D 10,723 Weighted Average 5,915 55.16% Pervious Area 4,808 44.84% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment PR1B: PR1B - Drains to Arcadia Ave Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)0.7 0.65 0.6 0.55 0.5 0.45 0.4 0.35 0.3 0.25 0.2 0.15 0.1 0.050 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86" Runoff Area=10,723 sf Runoff Volume=0.037 af Runoff Depth=1.81" Tc=10.0 min CN=WQ 0.64 cfs Page 469 of 1184 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 31HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment PR2: PR2 - Drains to Basin 2 then to Eden Ave Runoff = 2.67 cfs @ 12.13 hrs, Volume= 0.138 af, Depth= 2.53" Routed to Pond 2P : Basin 2 - Underground Storage & Infiltration System Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86" Area (sf) CN Description 26,625 98 Paved parking, HSG D 1,916 80 >75% Grass cover, Good, HSG D 28,541 Weighted Average 1,916 6.71% Pervious Area 26,625 93.29% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Subcatchment PR2: PR2 - Drains to Basin 2 then to Eden Ave Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)210MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86" Runoff Area=28,541 sf Runoff Volume=0.138 af Runoff Depth=2.53" Tc=6.0 min CN=WQ 2.67 cfs Page 470 of 1184 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 32HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment PR3: PR3 - Drains to Hwy 100 Runoff = 0.11 cfs @ 12.24 hrs, Volume= 0.007 af, Depth= 1.38" Routed to Reach R3 : Hwy 100 Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86" Area (sf) CN Description 436 98 Paved parking, HSG D 2,280 80 >75% Grass cover, Good, HSG D 2,716 Weighted Average 2,280 83.95% Pervious Area 436 16.05% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.0 Direct Entry, Subcatchment PR3: PR3 - Drains to Hwy 100 Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)0.12 0.115 0.11 0.105 0.1 0.095 0.09 0.085 0.08 0.075 0.07 0.065 0.06 0.055 0.05 0.045 0.04 0.035 0.03 0.025 0.02 0.015 0.01 0.0050 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86" Runoff Area=2,716 sf Runoff Volume=0.007 af Runoff Depth=1.38" Tc=15.0 min CN=WQ 0.11 cfs Page 471 of 1184 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 33HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Reach R1: Arcadia Ave Storm System (ST-116) [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 0.658 ac, 77.16% Impervious, Inflow Depth = 1.02" for 2y 24hr AT-14 event Inflow = 0.64 cfs @ 12.17 hrs, Volume= 0.056 af Outflow = 0.64 cfs @ 12.17 hrs, Volume= 0.056 af, Atten= 0%, Lag= 0.0 min Routed to Reach Total : Total Site Area Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Reach R1: Arcadia Ave Storm System (ST-116) Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)0.7 0.65 0.6 0.55 0.5 0.45 0.4 0.35 0.3 0.25 0.2 0.15 0.1 0.050 Inflow Area=0.658 ac 0.64 cfs 0.64 cfs Page 472 of 1184 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 34HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Reach R2: Eden Ave Storm System (ST-168) [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 0.667 ac, 92.35% Impervious, Inflow Depth = 0.78" for 2y 24hr AT-14 event Inflow = 0.79 cfs @ 12.29 hrs, Volume= 0.043 af Outflow = 0.79 cfs @ 12.29 hrs, Volume= 0.043 af, Atten= 0%, Lag= 0.0 min Routed to Reach Total : Total Site Area Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Reach R2: Eden Ave Storm System (ST-168) Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)0.85 0.8 0.75 0.7 0.65 0.6 0.55 0.5 0.45 0.4 0.35 0.3 0.25 0.2 0.15 0.1 0.050 Inflow Area=0.667 ac 0.79 cfs 0.79 cfs Page 473 of 1184 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 35HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Reach R3: Hwy 100 [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 0.062 ac, 16.05% Impervious, Inflow Depth = 1.38" for 2y 24hr AT-14 event Inflow = 0.11 cfs @ 12.24 hrs, Volume= 0.007 af Outflow = 0.11 cfs @ 12.24 hrs, Volume= 0.007 af, Atten= 0%, Lag= 0.0 min Routed to Reach Total : Total Site Area Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Reach R3: Hwy 100 Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)0.12 0.115 0.11 0.105 0.1 0.095 0.09 0.085 0.08 0.075 0.07 0.065 0.06 0.055 0.05 0.045 0.04 0.035 0.03 0.025 0.02 0.015 0.01 0.0050 Inflow Area=0.062 ac 0.11 cfs 0.11 cfs Page 474 of 1184 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 36HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Reach Total: Total Site Area [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 1.387 ac, 81.71% Impervious, Inflow Depth = 0.92" for 2y 24hr AT-14 event Inflow = 1.28 cfs @ 12.27 hrs, Volume= 0.106 af Outflow = 1.28 cfs @ 12.27 hrs, Volume= 0.106 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Reach Total: Total Site Area Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)10Inflow Area=1.387 ac 1.28 cfs 1.28 cfs Page 475 of 1184 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 37HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Pond 1P: Basin 1 - Underground Storage & Infiltration System Inflow Area = 0.411 ac, 96.50% Impervious, Inflow Depth = 2.58" for 2y 24hr AT-14 event Inflow = 1.70 cfs @ 12.13 hrs, Volume= 0.088 af Outflow = 0.24 cfs @ 12.50 hrs, Volume= 0.088 af, Atten= 86%, Lag= 22.1 min Discarded = 0.02 cfs @ 12.23 hrs, Volume= 0.070 af Primary = 0.23 cfs @ 12.50 hrs, Volume= 0.019 af Routed to Reach R1 : Arcadia Ave Storm System (ST-116) Secondary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Routed to Reach R1 : Arcadia Ave Storm System (ST-116) Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Peak Elev= 925.03' @ 12.50 hrs Surf.Area= 926 sf Storage= 2,240 cf Plug-Flow detention time= 880.3 min calculated for 0.088 af (100% of inflow) Center-of-Mass det. time= 880.4 min ( 1,635.2 - 754.8 ) Volume Invert Avail.Storage Storage Description #1A 921.50' 976 cf 10.33'W x 89.00'L x 4.50'H Field A 4,138 cf Overall - 1,700 cf Embedded = 2,439 cf x 40.0% Voids #2A 922.00' 1,700 cf CMP Round 42 x 8 Inside #1 Effective Size= 42.0"W x 42.0"H => 9.62 sf x 20.00'L = 192.4 cf Overall Size= 42.0"W x 42.0"H x 20.00'L 8 Chambers in 2 Rows 8.33' Header x 9.62 sf x 2 = 160.4 cf Inside #3 924.60' 22 cf Catch Basin (2 X 3) (Prismatic) Listed below (Recalc) 2,697 cf Total Available Storage Storage Group A created with Chamber Wizard Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) 924.60 6 0 0 928.31 6 22 22 Device Routing Invert Outlet Devices #1 Discarded 921.50'0.800 in/hr Exfiltration over Surface area #2 Primary 924.60'12.0" Round 12'' Pipe Out (Exist) L= 28.0' RCP, mitered to conform to fill, Ke= 0.700 Inlet / Outlet Invert= 924.60' / 924.40' S= 0.0071 '/' Cc= 0.900 n= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf #3 Device 2 924.80'15.0" Round 15'' Pipe (OCS to Exist) L= 5.0' RCP, mitered to conform to fill, Ke= 0.700 Inlet / Outlet Invert= 924.80' / 924.70' S= 0.0200 '/' Cc= 0.900 n= 0.012 Concrete pipe, finished, Flow Area= 1.23 sf #4 Secondary 928.30'2.0" x 3.0" Horiz. EOF Rim C= 0.600 Limited to weir flow at low heads Page 476 of 1184 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 38HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Discarded OutFlow Max=0.02 cfs @ 12.23 hrs HW=924.61' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.02 cfs) Primary OutFlow Max=0.23 cfs @ 12.50 hrs HW=925.03' (Free Discharge) 2=12'' Pipe Out (Exist) (Passes 0.23 cfs of 0.58 cfs potential flow) 3=15'' Pipe (OCS to Exist) (Inlet Controls 0.23 cfs @ 1.45 fps) Secondary OutFlow Max=0.00 cfs @ 0.00 hrs HW=921.50' (Free Discharge) 4=EOF Rim ( Controls 0.00 cfs) Page 477 of 1184 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 39HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Pond 1P: Basin 1 - Underground Storage & Infiltration System - Chamber Wizard Field A Chamber Model = CMP Round 42 (Round Corrugated Metal Pipe) Effective Size= 42.0"W x 42.0"H => 9.62 sf x 20.00'L = 192.4 cf Overall Size= 42.0"W x 42.0"H x 20.00'L 42.0" Wide + 16.0" Spacing = 58.0" C-C Row Spacing 4 Chambers/Row x 20.00' Long +3.50' Header x 2 = 87.00' Row Length +12.0" End Stone x 2 = 89.00' Base Length 2 Rows x 42.0" Wide + 16.0" Spacing x 1 + 12.0" Side Stone x 2 = 10.33' Base Width 6.0" Stone Base + 42.0" Chamber Height + 6.0" Stone Cover = 4.50' Field Height 8 Chambers x 192.4 cf + 8.33' Header x 9.62 sf x 2 = 1,699.7 cf Chamber Storage 4,138.5 cf Field - 1,699.7 cf Chambers = 2,438.8 cf Stone x 40.0% Voids = 975.5 cf Stone Storage Chamber Storage + Stone Storage = 2,675.2 cf = 0.061 af Overall Storage Efficiency = 64.6% Overall System Size = 89.00' x 10.33' x 4.50' 8 Chambers 153.3 cy Field 90.3 cy Stone Page 478 of 1184 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 40HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Pond 1P: Basin 1 - Underground Storage & Infiltration System Inflow Outflow Discarded Primary Secondary Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)10Inflow Area=0.411 ac Peak Elev=925.03' Storage=2,240 cf 1.70 cfs 0.24 cfs 0.02 cfs 0.23 cfs 0.00 cfs Page 479 of 1184 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 41HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Pond 2P: Basin 2 - Underground Storage & Infiltration System Inflow Area = 0.667 ac, 92.35% Impervious, Inflow Depth = 2.52" for 2y 24hr AT-14 event Inflow = 2.70 cfs @ 12.13 hrs, Volume= 0.140 af Outflow = 0.81 cfs @ 12.29 hrs, Volume= 0.140 af, Atten= 70%, Lag= 9.8 min Discarded = 0.02 cfs @ 12.19 hrs, Volume= 0.096 af Primary = 0.79 cfs @ 12.29 hrs, Volume= 0.043 af Routed to Reach R2 : Eden Ave Storm System (ST-168) Secondary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Routed to Reach R2 : Eden Ave Storm System (ST-168) Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Peak Elev= 927.80' @ 12.29 hrs Surf.Area= 1,107 sf Storage= 3,199 cf Plug-Flow detention time= 895.6 min calculated for 0.140 af (100% of inflow) Center-of-Mass det. time= 895.7 min ( 1,651.8 - 756.0 ) Volume Invert Avail.Storage Storage Description #1A 923.50' 1,592 cf 15.58'W x 70.23'L x 5.50'H Field A 6,019 cf Overall - 2,039 cf Embedded = 3,981 cf x 40.0% Voids #2A 924.25' 2,039 cf ADS_StormTech MC-3500 d +Cap x 18 Inside #1 Effective Size= 70.4"W x 45.0"H => 15.33 sf x 7.17'L = 110.0 cf Overall Size= 77.0"W x 45.0"H x 7.50'L with 0.33' Overlap 18 Chambers in 2 Rows Cap Storage= 14.9 cf x 2 x 2 rows = 59.6 cf #3 925.75' 81 cf OCS 2 (Conic) Listed below (Recalc) -Impervious #4 922.25' 127 cf CBMH 1 (Prismatic) Listed below (Recalc) 3,839 cf Total Available Storage Storage Group A created with Chamber Wizard Elevation Surf.Area Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (cubic-feet) (cubic-feet) (sq-ft) 925.75 13 0 0 13 932.00 13 81 81 93 Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) 922.25 13 0 0 932.00 13 127 127 Device Routing Invert Outlet Devices #1 Discarded 922.25'0.800 in/hr Exfiltration over Surface area #2 Primary 925.10'12.0" Round 12'' Pipe Out (Exist) L= 34.0' RCP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 925.10' / 922.30' S= 0.0824 '/' Cc= 0.900 n= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf #3 Device 2 927.35'15.0" Round 15'' Pipe (OCS to Exist) L= 62.0' RCP, mitered to conform to fill, Ke= 0.700 Inlet / Outlet Invert= 927.35' / 925.20' S= 0.0347 '/' Cc= 0.900 n= 0.012 Concrete pipe, finished, Flow Area= 1.23 sf Page 480 of 1184 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 42HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC #4 Secondary 928.70'2.0" x 3.0" Horiz. EOF - Rim C= 0.600 Limited to weir flow at low heads Discarded OutFlow Max=0.02 cfs @ 12.19 hrs HW=927.36' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.02 cfs) Primary OutFlow Max=0.79 cfs @ 12.29 hrs HW=927.80' (Free Discharge) 2=12'' Pipe Out (Exist) (Passes 0.79 cfs of 5.60 cfs potential flow) 3=15'' Pipe (OCS to Exist) (Inlet Controls 0.79 cfs @ 2.01 fps) Secondary OutFlow Max=0.00 cfs @ 0.00 hrs HW=922.25' (Free Discharge) 4=EOF - Rim ( Controls 0.00 cfs) Page 481 of 1184 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 43HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Pond 2P: Basin 2 - Underground Storage & Infiltration System - Chamber Wizard Field A Chamber Model = ADS_StormTech MC-3500 d +Cap (ADS StormTech® MC-3500 d rev 03/14 with Cap volume) Effective Size= 70.4"W x 45.0"H => 15.33 sf x 7.17'L = 110.0 cf Overall Size= 77.0"W x 45.0"H x 7.50'L with 0.33' Overlap Cap Storage= 14.9 cf x 2 x 2 rows = 59.6 cf 77.0" Wide + 9.0" Spacing = 86.0" C-C Row Spacing 9 Chambers/Row x 7.17' Long +1.85' Cap Length x 2 = 68.23' Row Length +12.0" End Stone x 2 = 70.23' Base Length 2 Rows x 77.0" Wide + 9.0" Spacing x 1 + 12.0" Side Stone x 2 = 15.58' Base Width 9.0" Stone Base + 45.0" Chamber Height + 12.0" Stone Cover = 5.50' Field Height 18 Chambers x 110.0 cf + 14.9 cf Cap Volume x 2 x 2 Rows = 2,038.7 cf Chamber Storage 6,019.3 cf Field - 2,038.7 cf Chambers = 3,980.6 cf Stone x 40.0% Voids = 1,592.2 cf Stone Storage Chamber Storage + Stone Storage = 3,631.0 cf = 0.083 af Overall Storage Efficiency = 60.3% Overall System Size = 70.23' x 15.58' x 5.50' 18 Chambers 222.9 cy Field 147.4 cy Stone Page 482 of 1184 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 44HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Pond 2P: Basin 2 - Underground Storage & Infiltration System Inflow Outflow Discarded Primary Secondary Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)3210Inflow Area=0.667 ac Peak Elev=927.80' Storage=3,199 cf 2.70 cfs 0.81 cfs 0.02 cfs 0.79 cfs 0.00 cfs Page 483 of 1184 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 45HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Time span=0.00-240.00 hrs, dt=0.01 hrs, 24001 points Runoff by SCS TR-20 method, UH=SCS, Weighted-Q Reach routing by Stor-Ind method - Pond routing by Stor-Ind method Runoff Area=499 sf 38.48% Impervious Runoff Depth=2.96"Subcatchment PR OFF 1: PR OFF 1 - Drains Tc=10.0 min CN=WQ Runoff=0.05 cfs 0.003 af Runoff Area=499 sf 38.48% Impervious Runoff Depth=2.96"Subcatchment PR OFF 2: PR OFF 2 - Drains Tc=10.0 min CN=WQ Runoff=0.05 cfs 0.003 af Runoff Area=17,422 sf 98.16% Impervious Runoff Depth=4.01"Subcatchment PR1A: PR1A - Drains to Tc=6.0 min CN=WQ Runoff=2.53 cfs 0.134 af Runoff Area=10,723 sf 44.84% Impervious Runoff Depth=3.07"Subcatchment PR1B: PR1B - Drains to Tc=10.0 min CN=WQ Runoff=1.08 cfs 0.063 af Runoff Area=28,541 sf 93.29% Impervious Runoff Depth=3.93"Subcatchment PR2: PR2 - Drains to Basin Tc=6.0 min CN=WQ Runoff=4.07 cfs 0.214 af Runoff Area=2,716 sf 16.05% Impervious Runoff Depth=2.56"Subcatchment PR3: PR3 - Drains to Hwy Tc=15.0 min CN=WQ Runoff=0.20 cfs 0.013 af Inflow=3.08 cfs 0.126 afReach R1: Arcadia Ave Storm System (ST-116) Outflow=3.08 cfs 0.126 af Inflow=3.77 cfs 0.117 afReach R2: Eden Ave Storm System (ST-168) Outflow=3.77 cfs 0.117 af Inflow=0.20 cfs 0.013 afReach R3: Hwy 100 Outflow=0.20 cfs 0.013 af Inflow=6.93 cfs 0.256 afReach Total: Total Site Area Outflow=6.93 cfs 0.256 af Peak Elev=925.62' Storage=2,542 cf Inflow=2.57 cfs 0.137 afPond 1P: Basin 1 - Underground Storage & Discarded=0.02 cfs 0.074 af Primary=1.99 cfs 0.063 af Secondary=0.00 cfs 0.000 af Outflow=2.01 cfs 0.137 af Peak Elev=928.49' Storage=3,525 cf Inflow=4.12 cfs 0.217 afPond 2P: Basin 2 - Underground Storage & Discarded=0.02 cfs 0.100 af Primary=3.77 cfs 0.117 af Secondary=0.00 cfs 0.000 af Outflow=3.79 cfs 0.217 af Total Runoff Area = 1.387 ac Runoff Volume = 0.430 af Average Runoff Depth = 3.72" 18.29% Pervious = 0.254 ac 81.71% Impervious = 1.133 ac Page 484 of 1184 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 46HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment PR OFF 1: PR OFF 1 - Drains Onsite then to Basin 1 Runoff = 0.05 cfs @ 12.17 hrs, Volume= 0.003 af, Depth= 2.96" Routed to Pond 1P : Basin 1 - Underground Storage & Infiltration System Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28" Area (sf) CN Description 192 98 Paved parking, HSG D 307 80 >75% Grass cover, Good, HSG D 499 Weighted Average 307 61.52% Pervious Area 192 38.48% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment PR OFF 1: PR OFF 1 - Drains Onsite then to Basin 1 Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)0.05 0.045 0.04 0.035 0.03 0.025 0.02 0.015 0.01 0.0050 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28" Runoff Area=499 sf Runoff Volume=0.003 af Runoff Depth=2.96" Tc=10.0 min CN=WQ 0.05 cfs Page 485 of 1184 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 47HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment PR OFF 2: PR OFF 2 - Drains Onsite then to Basin 2 Runoff = 0.05 cfs @ 12.17 hrs, Volume= 0.003 af, Depth= 2.96" Routed to Pond 2P : Basin 2 - Underground Storage & Infiltration System Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28" Area (sf) CN Description 192 98 Paved parking, HSG D 307 80 >75% Grass cover, Good, HSG D 499 Weighted Average 307 61.52% Pervious Area 192 38.48% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment PR OFF 2: PR OFF 2 - Drains Onsite then to Basin 2 Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)0.05 0.045 0.04 0.035 0.03 0.025 0.02 0.015 0.01 0.0050 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28" Runoff Area=499 sf Runoff Volume=0.003 af Runoff Depth=2.96" Tc=10.0 min CN=WQ 0.05 cfs Page 486 of 1184 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 48HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment PR1A: PR1A - Drains to Basin 1 then to Arcadia Ave Runoff = 2.53 cfs @ 12.13 hrs, Volume= 0.134 af, Depth= 4.01" Routed to Pond 1P : Basin 1 - Underground Storage & Infiltration System Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28" Area (sf) CN Description 17,101 98 Paved parking, HSG D 321 80 >75% Grass cover, Good, HSG D 17,422 Weighted Average 321 1.84% Pervious Area 17,101 98.16% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Subcatchment PR1A: PR1A - Drains to Basin 1 then to Arcadia Ave Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)210MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28" Runoff Area=17,422 sf Runoff Volume=0.134 af Runoff Depth=4.01" Tc=6.0 min CN=WQ 2.53 cfs Page 487 of 1184 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 49HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment PR1B: PR1B - Drains to Arcadia Ave Runoff = 1.08 cfs @ 12.17 hrs, Volume= 0.063 af, Depth= 3.07" Routed to Reach R1 : Arcadia Ave Storm System (ST-116) Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28" Area (sf) CN Description 4,808 98 Paved parking, HSG D 5,915 80 >75% Grass cover, Good, HSG D 10,723 Weighted Average 5,915 55.16% Pervious Area 4,808 44.84% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment PR1B: PR1B - Drains to Arcadia Ave Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)10MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28" Runoff Area=10,723 sf Runoff Volume=0.063 af Runoff Depth=3.07" Tc=10.0 min CN=WQ 1.08 cfs Page 488 of 1184 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 50HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment PR2: PR2 - Drains to Basin 2 then to Eden Ave Runoff = 4.07 cfs @ 12.13 hrs, Volume= 0.214 af, Depth= 3.93" Routed to Pond 2P : Basin 2 - Underground Storage & Infiltration System Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28" Area (sf) CN Description 26,625 98 Paved parking, HSG D 1,916 80 >75% Grass cover, Good, HSG D 28,541 Weighted Average 1,916 6.71% Pervious Area 26,625 93.29% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Subcatchment PR2: PR2 - Drains to Basin 2 then to Eden Ave Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)43210MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28" Runoff Area=28,541 sf Runoff Volume=0.214 af Runoff Depth=3.93" Tc=6.0 min CN=WQ 4.07 cfs Page 489 of 1184 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 51HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment PR3: PR3 - Drains to Hwy 100 Runoff = 0.20 cfs @ 12.23 hrs, Volume= 0.013 af, Depth= 2.56" Routed to Reach R3 : Hwy 100 Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28" Area (sf) CN Description 436 98 Paved parking, HSG D 2,280 80 >75% Grass cover, Good, HSG D 2,716 Weighted Average 2,280 83.95% Pervious Area 436 16.05% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.0 Direct Entry, Subcatchment PR3: PR3 - Drains to Hwy 100 Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)0.22 0.21 0.2 0.19 0.18 0.17 0.16 0.15 0.14 0.13 0.12 0.11 0.1 0.09 0.08 0.07 0.06 0.05 0.04 0.03 0.02 0.010 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28" Runoff Area=2,716 sf Runoff Volume=0.013 af Runoff Depth=2.56" Tc=15.0 min CN=WQ 0.20 cfs Page 490 of 1184 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 52HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Reach R1: Arcadia Ave Storm System (ST-116) [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 0.658 ac, 77.16% Impervious, Inflow Depth = 2.29" for 10y 24hr AT-14 event Inflow = 3.08 cfs @ 12.17 hrs, Volume= 0.126 af Outflow = 3.08 cfs @ 12.17 hrs, Volume= 0.126 af, Atten= 0%, Lag= 0.0 min Routed to Reach Total : Total Site Area Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Reach R1: Arcadia Ave Storm System (ST-116) Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)3210Inflow Area=0.658 ac 3.08 cfs 3.08 cfs Page 491 of 1184 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 53HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Reach R2: Eden Ave Storm System (ST-168) [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 0.667 ac, 92.35% Impervious, Inflow Depth = 2.10" for 10y 24hr AT-14 event Inflow = 3.77 cfs @ 12.16 hrs, Volume= 0.117 af Outflow = 3.77 cfs @ 12.16 hrs, Volume= 0.117 af, Atten= 0%, Lag= 0.0 min Routed to Reach Total : Total Site Area Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Reach R2: Eden Ave Storm System (ST-168) Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)43210Inflow Area=0.667 ac 3.77 cfs 3.77 cfs Page 492 of 1184 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 54HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Reach R3: Hwy 100 [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 0.062 ac, 16.05% Impervious, Inflow Depth = 2.56" for 10y 24hr AT-14 event Inflow = 0.20 cfs @ 12.23 hrs, Volume= 0.013 af Outflow = 0.20 cfs @ 12.23 hrs, Volume= 0.013 af, Atten= 0%, Lag= 0.0 min Routed to Reach Total : Total Site Area Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Reach R3: Hwy 100 Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)0.22 0.21 0.2 0.19 0.18 0.17 0.16 0.15 0.14 0.13 0.12 0.11 0.1 0.09 0.08 0.07 0.06 0.05 0.04 0.03 0.02 0.010 Inflow Area=0.062 ac 0.20 cfs 0.20 cfs Page 493 of 1184 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 55HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Reach Total: Total Site Area [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 1.387 ac, 81.71% Impervious, Inflow Depth = 2.21" for 10y 24hr AT-14 event Inflow = 6.93 cfs @ 12.17 hrs, Volume= 0.256 af Outflow = 6.93 cfs @ 12.17 hrs, Volume= 0.256 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Reach Total: Total Site Area Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)76543210Inflow Area=1.387 ac 6.93 cfs 6.93 cfs Page 494 of 1184 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 56HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Pond 1P: Basin 1 - Underground Storage & Infiltration System Inflow Area = 0.411 ac, 96.50% Impervious, Inflow Depth = 3.98" for 10y 24hr AT-14 event Inflow = 2.57 cfs @ 12.13 hrs, Volume= 0.137 af Outflow = 2.01 cfs @ 12.18 hrs, Volume= 0.137 af, Atten= 22%, Lag= 2.7 min Discarded = 0.02 cfs @ 12.07 hrs, Volume= 0.074 af Primary = 1.99 cfs @ 12.18 hrs, Volume= 0.063 af Routed to Reach R1 : Arcadia Ave Storm System (ST-116) Secondary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Routed to Reach R1 : Arcadia Ave Storm System (ST-116) Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Peak Elev= 925.62' @ 12.18 hrs Surf.Area= 926 sf Storage= 2,542 cf Plug-Flow detention time= 608.2 min calculated for 0.137 af (100% of inflow) Center-of-Mass det. time= 608.3 min ( 1,356.9 - 748.6 ) Volume Invert Avail.Storage Storage Description #1A 921.50' 976 cf 10.33'W x 89.00'L x 4.50'H Field A 4,138 cf Overall - 1,700 cf Embedded = 2,439 cf x 40.0% Voids #2A 922.00' 1,700 cf CMP Round 42 x 8 Inside #1 Effective Size= 42.0"W x 42.0"H => 9.62 sf x 20.00'L = 192.4 cf Overall Size= 42.0"W x 42.0"H x 20.00'L 8 Chambers in 2 Rows 8.33' Header x 9.62 sf x 2 = 160.4 cf Inside #3 924.60' 22 cf Catch Basin (2 X 3) (Prismatic) Listed below (Recalc) 2,697 cf Total Available Storage Storage Group A created with Chamber Wizard Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) 924.60 6 0 0 928.31 6 22 22 Device Routing Invert Outlet Devices #1 Discarded 921.50'0.800 in/hr Exfiltration over Surface area #2 Primary 924.60'12.0" Round 12'' Pipe Out (Exist) L= 28.0' RCP, mitered to conform to fill, Ke= 0.700 Inlet / Outlet Invert= 924.60' / 924.40' S= 0.0071 '/' Cc= 0.900 n= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf #3 Device 2 924.80'15.0" Round 15'' Pipe (OCS to Exist) L= 5.0' RCP, mitered to conform to fill, Ke= 0.700 Inlet / Outlet Invert= 924.80' / 924.70' S= 0.0200 '/' Cc= 0.900 n= 0.012 Concrete pipe, finished, Flow Area= 1.23 sf #4 Secondary 928.30'2.0" x 3.0" Horiz. EOF Rim C= 0.600 Limited to weir flow at low heads Page 495 of 1184 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 57HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Discarded OutFlow Max=0.02 cfs @ 12.07 hrs HW=924.67' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.02 cfs) Primary OutFlow Max=1.98 cfs @ 12.18 hrs HW=925.62' (Free Discharge) 2=12'' Pipe Out (Exist) (Passes 1.98 cfs of 2.31 cfs potential flow) 3=15'' Pipe (OCS to Exist) (Barrel Controls 1.98 cfs @ 3.30 fps) Secondary OutFlow Max=0.00 cfs @ 0.00 hrs HW=921.50' (Free Discharge) 4=EOF Rim ( Controls 0.00 cfs) Page 496 of 1184 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 58HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Pond 1P: Basin 1 - Underground Storage & Infiltration System - Chamber Wizard Field A Chamber Model = CMP Round 42 (Round Corrugated Metal Pipe) Effective Size= 42.0"W x 42.0"H => 9.62 sf x 20.00'L = 192.4 cf Overall Size= 42.0"W x 42.0"H x 20.00'L 42.0" Wide + 16.0" Spacing = 58.0" C-C Row Spacing 4 Chambers/Row x 20.00' Long +3.50' Header x 2 = 87.00' Row Length +12.0" End Stone x 2 = 89.00' Base Length 2 Rows x 42.0" Wide + 16.0" Spacing x 1 + 12.0" Side Stone x 2 = 10.33' Base Width 6.0" Stone Base + 42.0" Chamber Height + 6.0" Stone Cover = 4.50' Field Height 8 Chambers x 192.4 cf + 8.33' Header x 9.62 sf x 2 = 1,699.7 cf Chamber Storage 4,138.5 cf Field - 1,699.7 cf Chambers = 2,438.8 cf Stone x 40.0% Voids = 975.5 cf Stone Storage Chamber Storage + Stone Storage = 2,675.2 cf = 0.061 af Overall Storage Efficiency = 64.6% Overall System Size = 89.00' x 10.33' x 4.50' 8 Chambers 153.3 cy Field 90.3 cy Stone Page 497 of 1184 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 59HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Pond 1P: Basin 1 - Underground Storage & Infiltration System Inflow Outflow Discarded Primary Secondary Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)210Inflow Area=0.411 ac Peak Elev=925.62' Storage=2,542 cf 2.57 cfs 2.01 cfs 0.02 cfs 1.99 cfs 0.00 cfs Page 498 of 1184 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 60HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Pond 2P: Basin 2 - Underground Storage & Infiltration System Inflow Area = 0.667 ac, 92.35% Impervious, Inflow Depth = 3.91" for 10y 24hr AT-14 event Inflow = 4.12 cfs @ 12.13 hrs, Volume= 0.217 af Outflow = 3.79 cfs @ 12.16 hrs, Volume= 0.217 af, Atten= 8%, Lag= 1.6 min Discarded = 0.02 cfs @ 12.04 hrs, Volume= 0.100 af Primary = 3.77 cfs @ 12.16 hrs, Volume= 0.117 af Routed to Reach R2 : Eden Ave Storm System (ST-168) Secondary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Routed to Reach R2 : Eden Ave Storm System (ST-168) Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Peak Elev= 928.49' @ 12.16 hrs Surf.Area= 1,107 sf Storage= 3,525 cf Plug-Flow detention time= 605.2 min calculated for 0.217 af (100% of inflow) Center-of-Mass det. time= 605.3 min ( 1,355.3 - 749.9 ) Volume Invert Avail.Storage Storage Description #1A 923.50' 1,592 cf 15.58'W x 70.23'L x 5.50'H Field A 6,019 cf Overall - 2,039 cf Embedded = 3,981 cf x 40.0% Voids #2A 924.25' 2,039 cf ADS_StormTech MC-3500 d +Cap x 18 Inside #1 Effective Size= 70.4"W x 45.0"H => 15.33 sf x 7.17'L = 110.0 cf Overall Size= 77.0"W x 45.0"H x 7.50'L with 0.33' Overlap 18 Chambers in 2 Rows Cap Storage= 14.9 cf x 2 x 2 rows = 59.6 cf #3 925.75' 81 cf OCS 2 (Conic) Listed below (Recalc) -Impervious #4 922.25' 127 cf CBMH 1 (Prismatic) Listed below (Recalc) 3,839 cf Total Available Storage Storage Group A created with Chamber Wizard Elevation Surf.Area Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (cubic-feet) (cubic-feet) (sq-ft) 925.75 13 0 0 13 932.00 13 81 81 93 Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) 922.25 13 0 0 932.00 13 127 127 Device Routing Invert Outlet Devices #1 Discarded 922.25'0.800 in/hr Exfiltration over Surface area #2 Primary 925.10'12.0" Round 12'' Pipe Out (Exist) L= 34.0' RCP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 925.10' / 922.30' S= 0.0824 '/' Cc= 0.900 n= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf #3 Device 2 927.35'15.0" Round 15'' Pipe (OCS to Exist) L= 62.0' RCP, mitered to conform to fill, Ke= 0.700 Inlet / Outlet Invert= 927.35' / 925.20' S= 0.0347 '/' Cc= 0.900 n= 0.012 Concrete pipe, finished, Flow Area= 1.23 sf Page 499 of 1184 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 61HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC #4 Secondary 928.70'2.0" x 3.0" Horiz. EOF - Rim C= 0.600 Limited to weir flow at low heads Discarded OutFlow Max=0.02 cfs @ 12.04 hrs HW=927.41' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.02 cfs) Primary OutFlow Max=3.76 cfs @ 12.16 hrs HW=928.49' (Free Discharge) 2=12'' Pipe Out (Exist) (Passes 3.76 cfs of 6.43 cfs potential flow) 3=15'' Pipe (OCS to Exist) (Inlet Controls 3.76 cfs @ 3.21 fps) Secondary OutFlow Max=0.00 cfs @ 0.00 hrs HW=922.25' (Free Discharge) 4=EOF - Rim ( Controls 0.00 cfs) Page 500 of 1184 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 62HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Pond 2P: Basin 2 - Underground Storage & Infiltration System - Chamber Wizard Field A Chamber Model = ADS_StormTech MC-3500 d +Cap (ADS StormTech® MC-3500 d rev 03/14 with Cap volume) Effective Size= 70.4"W x 45.0"H => 15.33 sf x 7.17'L = 110.0 cf Overall Size= 77.0"W x 45.0"H x 7.50'L with 0.33' Overlap Cap Storage= 14.9 cf x 2 x 2 rows = 59.6 cf 77.0" Wide + 9.0" Spacing = 86.0" C-C Row Spacing 9 Chambers/Row x 7.17' Long +1.85' Cap Length x 2 = 68.23' Row Length +12.0" End Stone x 2 = 70.23' Base Length 2 Rows x 77.0" Wide + 9.0" Spacing x 1 + 12.0" Side Stone x 2 = 15.58' Base Width 9.0" Stone Base + 45.0" Chamber Height + 12.0" Stone Cover = 5.50' Field Height 18 Chambers x 110.0 cf + 14.9 cf Cap Volume x 2 x 2 Rows = 2,038.7 cf Chamber Storage 6,019.3 cf Field - 2,038.7 cf Chambers = 3,980.6 cf Stone x 40.0% Voids = 1,592.2 cf Stone Storage Chamber Storage + Stone Storage = 3,631.0 cf = 0.083 af Overall Storage Efficiency = 60.3% Overall System Size = 70.23' x 15.58' x 5.50' 18 Chambers 222.9 cy Field 147.4 cy Stone Page 501 of 1184 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 63HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Pond 2P: Basin 2 - Underground Storage & Infiltration System Inflow Outflow Discarded Primary Secondary Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)43210Inflow Area=0.667 ac Peak Elev=928.49' Storage=3,525 cf 4.12 cfs 3.79 cfs 0.02 cfs 3.77 cfs 0.00 cfs Page 502 of 1184 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 64HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Time span=0.00-240.00 hrs, dt=0.01 hrs, 24001 points Runoff by SCS TR-20 method, UH=SCS, Weighted-Q Reach routing by Stor-Ind method - Pond routing by Stor-Ind method Runoff Area=499 sf 38.48% Impervious Runoff Depth=5.96"Subcatchment PR OFF 1: PR OFF 1 - Drains Tc=10.0 min CN=WQ Runoff=0.10 cfs 0.006 af Runoff Area=499 sf 38.48% Impervious Runoff Depth=5.96"Subcatchment PR OFF 2: PR OFF 2 - Drains Tc=10.0 min CN=WQ Runoff=0.10 cfs 0.006 af Runoff Area=17,422 sf 98.16% Impervious Runoff Depth=7.21"Subcatchment PR1A: PR1A - Drains to Tc=6.0 min CN=WQ Runoff=4.46 cfs 0.240 af Runoff Area=10,723 sf 44.84% Impervious Runoff Depth=6.09"Subcatchment PR1B: PR1B - Drains to Tc=10.0 min CN=WQ Runoff=2.12 cfs 0.125 af Runoff Area=28,541 sf 93.29% Impervious Runoff Depth=7.11"Subcatchment PR2: PR2 - Drains to Basin Tc=6.0 min CN=WQ Runoff=7.24 cfs 0.388 af Runoff Area=2,716 sf 16.05% Impervious Runoff Depth=5.49"Subcatchment PR3: PR3 - Drains to Hwy Tc=15.0 min CN=WQ Runoff=0.43 cfs 0.029 af Inflow=6.50 cfs 0.293 afReach R1: Arcadia Ave Storm System (ST-116) Outflow=6.50 cfs 0.293 af Inflow=7.30 cfs 0.290 afReach R2: Eden Ave Storm System (ST-168) Outflow=7.30 cfs 0.290 af Inflow=0.43 cfs 0.029 afReach R3: Hwy 100 Outflow=0.43 cfs 0.029 af Inflow=14.10 cfs 0.612 afReach Total: Total Site Area Outflow=14.10 cfs 0.612 af Peak Elev=926.99' Storage=2,690 cf Inflow=4.55 cfs 0.246 afPond 1P: Basin 1 - Underground Storage & Discarded=0.02 cfs 0.078 af Primary=4.59 cfs 0.169 af Secondary=0.00 cfs 0.000 af Outflow=4.61 cfs 0.246 af Peak Elev=929.82' Storage=3,782 cf Inflow=7.33 cfs 0.394 afPond 2P: Basin 2 - Underground Storage & Discarded=0.02 cfs 0.104 af Primary=7.09 cfs 0.288 af Secondary=0.21 cfs 0.002 af Outflow=7.32 cfs 0.394 af Total Runoff Area = 1.387 ac Runoff Volume = 0.793 af Average Runoff Depth = 6.87" 18.29% Pervious = 0.254 ac 81.71% Impervious = 1.133 ac Page 503 of 1184 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 65HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment PR OFF 1: PR OFF 1 - Drains Onsite then to Basin 1 Runoff = 0.10 cfs @ 12.17 hrs, Volume= 0.006 af, Depth= 5.96" Routed to Pond 1P : Basin 1 - Underground Storage & Infiltration System Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49" Area (sf) CN Description 192 98 Paved parking, HSG D 307 80 >75% Grass cover, Good, HSG D 499 Weighted Average 307 61.52% Pervious Area 192 38.48% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment PR OFF 1: PR OFF 1 - Drains Onsite then to Basin 1 Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)0.105 0.1 0.095 0.09 0.085 0.08 0.075 0.07 0.065 0.06 0.055 0.05 0.045 0.04 0.035 0.03 0.025 0.02 0.015 0.01 0.0050 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49" Runoff Area=499 sf Runoff Volume=0.006 af Runoff Depth=5.96" Tc=10.0 min CN=WQ 0.10 cfs Page 504 of 1184 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 66HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment PR OFF 2: PR OFF 2 - Drains Onsite then to Basin 2 Runoff = 0.10 cfs @ 12.17 hrs, Volume= 0.006 af, Depth= 5.96" Routed to Pond 2P : Basin 2 - Underground Storage & Infiltration System Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49" Area (sf) CN Description 192 98 Paved parking, HSG D 307 80 >75% Grass cover, Good, HSG D 499 Weighted Average 307 61.52% Pervious Area 192 38.48% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment PR OFF 2: PR OFF 2 - Drains Onsite then to Basin 2 Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)0.105 0.1 0.095 0.09 0.085 0.08 0.075 0.07 0.065 0.06 0.055 0.05 0.045 0.04 0.035 0.03 0.025 0.02 0.015 0.01 0.0050 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49" Runoff Area=499 sf Runoff Volume=0.006 af Runoff Depth=5.96" Tc=10.0 min CN=WQ 0.10 cfs Page 505 of 1184 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 67HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment PR1A: PR1A - Drains to Basin 1 then to Arcadia Ave Runoff = 4.46 cfs @ 12.13 hrs, Volume= 0.240 af, Depth= 7.21" Routed to Pond 1P : Basin 1 - Underground Storage & Infiltration System Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49" Area (sf) CN Description 17,101 98 Paved parking, HSG D 321 80 >75% Grass cover, Good, HSG D 17,422 Weighted Average 321 1.84% Pervious Area 17,101 98.16% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Subcatchment PR1A: PR1A - Drains to Basin 1 then to Arcadia Ave Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)43210MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49" Runoff Area=17,422 sf Runoff Volume=0.240 af Runoff Depth=7.21" Tc=6.0 min CN=WQ 4.46 cfs Page 506 of 1184 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 68HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment PR1B: PR1B - Drains to Arcadia Ave Runoff = 2.12 cfs @ 12.17 hrs, Volume= 0.125 af, Depth= 6.09" Routed to Reach R1 : Arcadia Ave Storm System (ST-116) Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49" Area (sf) CN Description 4,808 98 Paved parking, HSG D 5,915 80 >75% Grass cover, Good, HSG D 10,723 Weighted Average 5,915 55.16% Pervious Area 4,808 44.84% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment PR1B: PR1B - Drains to Arcadia Ave Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)210MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49" Runoff Area=10,723 sf Runoff Volume=0.125 af Runoff Depth=6.09" Tc=10.0 min CN=WQ 2.12 cfs Page 507 of 1184 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 69HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment PR2: PR2 - Drains to Basin 2 then to Eden Ave Runoff = 7.24 cfs @ 12.13 hrs, Volume= 0.388 af, Depth= 7.11" Routed to Pond 2P : Basin 2 - Underground Storage & Infiltration System Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49" Area (sf) CN Description 26,625 98 Paved parking, HSG D 1,916 80 >75% Grass cover, Good, HSG D 28,541 Weighted Average 1,916 6.71% Pervious Area 26,625 93.29% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Subcatchment PR2: PR2 - Drains to Basin 2 then to Eden Ave Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)876543210MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49" Runoff Area=28,541 sf Runoff Volume=0.388 af Runoff Depth=7.11" Tc=6.0 min CN=WQ 7.24 cfs Page 508 of 1184 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 70HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment PR3: PR3 - Drains to Hwy 100 Runoff = 0.43 cfs @ 12.23 hrs, Volume= 0.029 af, Depth= 5.49" Routed to Reach R3 : Hwy 100 Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49" Area (sf) CN Description 436 98 Paved parking, HSG D 2,280 80 >75% Grass cover, Good, HSG D 2,716 Weighted Average 2,280 83.95% Pervious Area 436 16.05% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.0 Direct Entry, Subcatchment PR3: PR3 - Drains to Hwy 100 Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)0.46 0.44 0.42 0.4 0.38 0.36 0.34 0.32 0.3 0.28 0.26 0.24 0.22 0.2 0.18 0.16 0.14 0.12 0.1 0.08 0.06 0.04 0.020 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49" Runoff Area=2,716 sf Runoff Volume=0.029 af Runoff Depth=5.49" Tc=15.0 min CN=WQ 0.43 cfs Page 509 of 1184 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 71HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Reach R1: Arcadia Ave Storm System (ST-116) [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 0.658 ac, 77.16% Impervious, Inflow Depth = 5.36" for 100y 24hr AT-14 event Inflow = 6.50 cfs @ 12.14 hrs, Volume= 0.293 af Outflow = 6.50 cfs @ 12.14 hrs, Volume= 0.293 af, Atten= 0%, Lag= 0.0 min Routed to Reach Total : Total Site Area Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Reach R1: Arcadia Ave Storm System (ST-116) Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)76543210Inflow Area=0.658 ac 6.50 cfs 6.50 cfs Page 510 of 1184 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 72HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Reach R2: Eden Ave Storm System (ST-168) [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 0.667 ac, 92.35% Impervious, Inflow Depth = 5.22" for 100y 24hr AT-14 event Inflow = 7.30 cfs @ 12.13 hrs, Volume= 0.290 af Outflow = 7.30 cfs @ 12.13 hrs, Volume= 0.290 af, Atten= 0%, Lag= 0.0 min Routed to Reach Total : Total Site Area Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Reach R2: Eden Ave Storm System (ST-168) Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)876543210Inflow Area=0.667 ac 7.30 cfs 7.30 cfs Page 511 of 1184 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 73HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Reach R3: Hwy 100 [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 0.062 ac, 16.05% Impervious, Inflow Depth = 5.49" for 100y 24hr AT-14 event Inflow = 0.43 cfs @ 12.23 hrs, Volume= 0.029 af Outflow = 0.43 cfs @ 12.23 hrs, Volume= 0.029 af, Atten= 0%, Lag= 0.0 min Routed to Reach Total : Total Site Area Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Reach R3: Hwy 100 Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)0.46 0.44 0.42 0.4 0.38 0.36 0.34 0.32 0.3 0.28 0.26 0.24 0.22 0.2 0.18 0.16 0.14 0.12 0.1 0.08 0.06 0.04 0.020 Inflow Area=0.062 ac 0.43 cfs 0.43 cfs Page 512 of 1184 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 74HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Reach Total: Total Site Area [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 1.387 ac, 81.71% Impervious, Inflow Depth = 5.30" for 100y 24hr AT-14 event Inflow = 14.10 cfs @ 12.14 hrs, Volume= 0.612 af Outflow = 14.10 cfs @ 12.14 hrs, Volume= 0.612 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Reach Total: Total Site Area Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)15 14 13 12 11 109876543210 Inflow Area=1.387 ac 14.10 cfs 14.10 cfs Page 513 of 1184 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 75HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Pond 1P: Basin 1 - Underground Storage & Infiltration System [88] Warning: Qout>Qin may require smaller dt or Finer Routing Inflow Area = 0.411 ac, 96.50% Impervious, Inflow Depth = 7.18" for 100y 24hr AT-14 event Inflow = 4.55 cfs @ 12.13 hrs, Volume= 0.246 af Outflow = 4.61 cfs @ 12.12 hrs, Volume= 0.246 af, Atten= 0%, Lag= 0.0 min Discarded = 0.02 cfs @ 11.65 hrs, Volume= 0.078 af Primary = 4.59 cfs @ 12.12 hrs, Volume= 0.169 af Routed to Reach R1 : Arcadia Ave Storm System (ST-116) Secondary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Routed to Reach R1 : Arcadia Ave Storm System (ST-116) Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Peak Elev= 926.99' @ 12.12 hrs Surf.Area= 926 sf Storage= 2,690 cf Plug-Flow detention time= 366.5 min calculated for 0.246 af (100% of inflow) Center-of-Mass det. time= 366.6 min ( 1,108.2 - 741.6 ) Volume Invert Avail.Storage Storage Description #1A 921.50' 976 cf 10.33'W x 89.00'L x 4.50'H Field A 4,138 cf Overall - 1,700 cf Embedded = 2,439 cf x 40.0% Voids #2A 922.00' 1,700 cf CMP Round 42 x 8 Inside #1 Effective Size= 42.0"W x 42.0"H => 9.62 sf x 20.00'L = 192.4 cf Overall Size= 42.0"W x 42.0"H x 20.00'L 8 Chambers in 2 Rows 8.33' Header x 9.62 sf x 2 = 160.4 cf Inside #3 924.60' 22 cf Catch Basin (2 X 3) (Prismatic) Listed below (Recalc) 2,697 cf Total Available Storage Storage Group A created with Chamber Wizard Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) 924.60 6 0 0 928.31 6 22 22 Device Routing Invert Outlet Devices #1 Discarded 921.50'0.800 in/hr Exfiltration over Surface area #2 Primary 924.60'12.0" Round 12'' Pipe Out (Exist) L= 28.0' RCP, mitered to conform to fill, Ke= 0.700 Inlet / Outlet Invert= 924.60' / 924.40' S= 0.0071 '/' Cc= 0.900 n= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf #3 Device 2 924.80'15.0" Round 15'' Pipe (OCS to Exist) L= 5.0' RCP, mitered to conform to fill, Ke= 0.700 Inlet / Outlet Invert= 924.80' / 924.70' S= 0.0200 '/' Cc= 0.900 n= 0.012 Concrete pipe, finished, Flow Area= 1.23 sf #4 Secondary 928.30'2.0" x 3.0" Horiz. EOF Rim C= 0.600 Limited to weir flow at low heads Page 514 of 1184 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 76HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Discarded OutFlow Max=0.02 cfs @ 11.65 hrs HW=924.61' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.02 cfs) Primary OutFlow Max=4.54 cfs @ 12.12 hrs HW=926.95' (Free Discharge) 2=12'' Pipe Out (Exist) (Inlet Controls 4.54 cfs @ 5.78 fps) 3=15'' Pipe (OCS to Exist) (Passes 4.54 cfs of 6.45 cfs potential flow) Secondary OutFlow Max=0.00 cfs @ 0.00 hrs HW=921.50' (Free Discharge) 4=EOF Rim ( Controls 0.00 cfs) Page 515 of 1184 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 77HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Pond 1P: Basin 1 - Underground Storage & Infiltration System - Chamber Wizard Field A Chamber Model = CMP Round 42 (Round Corrugated Metal Pipe) Effective Size= 42.0"W x 42.0"H => 9.62 sf x 20.00'L = 192.4 cf Overall Size= 42.0"W x 42.0"H x 20.00'L 42.0" Wide + 16.0" Spacing = 58.0" C-C Row Spacing 4 Chambers/Row x 20.00' Long +3.50' Header x 2 = 87.00' Row Length +12.0" End Stone x 2 = 89.00' Base Length 2 Rows x 42.0" Wide + 16.0" Spacing x 1 + 12.0" Side Stone x 2 = 10.33' Base Width 6.0" Stone Base + 42.0" Chamber Height + 6.0" Stone Cover = 4.50' Field Height 8 Chambers x 192.4 cf + 8.33' Header x 9.62 sf x 2 = 1,699.7 cf Chamber Storage 4,138.5 cf Field - 1,699.7 cf Chambers = 2,438.8 cf Stone x 40.0% Voids = 975.5 cf Stone Storage Chamber Storage + Stone Storage = 2,675.2 cf = 0.061 af Overall Storage Efficiency = 64.6% Overall System Size = 89.00' x 10.33' x 4.50' 8 Chambers 153.3 cy Field 90.3 cy Stone Page 516 of 1184 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 78HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Pond 1P: Basin 1 - Underground Storage & Infiltration System Inflow Outflow Discarded Primary Secondary Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)543210Inflow Area=0.411 ac Peak Elev=926.99' Storage=2,690 cf 4.55 cfs 4.61 cfs 0.02 cfs 4.59 cfs 0.00 cfs Page 517 of 1184 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 79HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Pond 2P: Basin 2 - Underground Storage & Infiltration System Inflow Area = 0.667 ac, 92.35% Impervious, Inflow Depth = 7.09" for 100y 24hr AT-14 event Inflow = 7.33 cfs @ 12.13 hrs, Volume= 0.394 af Outflow = 7.32 cfs @ 12.13 hrs, Volume= 0.394 af, Atten= 0%, Lag= 0.2 min Discarded = 0.02 cfs @ 11.53 hrs, Volume= 0.104 af Primary = 7.09 cfs @ 12.13 hrs, Volume= 0.288 af Routed to Reach R2 : Eden Ave Storm System (ST-168) Secondary = 0.21 cfs @ 12.13 hrs, Volume= 0.002 af Routed to Reach R2 : Eden Ave Storm System (ST-168) Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Peak Elev= 929.82' @ 12.13 hrs Surf.Area= 1,107 sf Storage= 3,782 cf Plug-Flow detention time= 357.4 min calculated for 0.394 af (100% of inflow) Center-of-Mass det. time= 357.5 min ( 1,100.5 - 743.0 ) Volume Invert Avail.Storage Storage Description #1A 923.50' 1,592 cf 15.58'W x 70.23'L x 5.50'H Field A 6,019 cf Overall - 2,039 cf Embedded = 3,981 cf x 40.0% Voids #2A 924.25' 2,039 cf ADS_StormTech MC-3500 d +Cap x 18 Inside #1 Effective Size= 70.4"W x 45.0"H => 15.33 sf x 7.17'L = 110.0 cf Overall Size= 77.0"W x 45.0"H x 7.50'L with 0.33' Overlap 18 Chambers in 2 Rows Cap Storage= 14.9 cf x 2 x 2 rows = 59.6 cf #3 925.75' 81 cf OCS 2 (Conic) Listed below (Recalc) -Impervious #4 922.25' 127 cf CBMH 1 (Prismatic) Listed below (Recalc) 3,839 cf Total Available Storage Storage Group A created with Chamber Wizard Elevation Surf.Area Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (cubic-feet) (cubic-feet) (sq-ft) 925.75 13 0 0 13 932.00 13 81 81 93 Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) 922.25 13 0 0 932.00 13 127 127 Device Routing Invert Outlet Devices #1 Discarded 922.25'0.800 in/hr Exfiltration over Surface area #2 Primary 925.10'12.0" Round 12'' Pipe Out (Exist) L= 34.0' RCP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 925.10' / 922.30' S= 0.0824 '/' Cc= 0.900 n= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf #3 Device 2 927.35'15.0" Round 15'' Pipe (OCS to Exist) L= 62.0' RCP, mitered to conform to fill, Ke= 0.700 Inlet / Outlet Invert= 927.35' / 925.20' S= 0.0347 '/' Cc= 0.900 n= 0.012 Concrete pipe, finished, Flow Area= 1.23 sf Page 518 of 1184 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 80HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC #4 Secondary 928.70'2.0" x 3.0" Horiz. EOF - Rim C= 0.600 Limited to weir flow at low heads Discarded OutFlow Max=0.02 cfs @ 11.53 hrs HW=927.35' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.02 cfs) Primary OutFlow Max=7.07 cfs @ 12.13 hrs HW=929.82' (Free Discharge) 2=12'' Pipe Out (Exist) (Passes 7.07 cfs of 7.76 cfs potential flow) 3=15'' Pipe (OCS to Exist) (Inlet Controls 7.07 cfs @ 5.76 fps) Secondary OutFlow Max=0.21 cfs @ 12.13 hrs HW=929.82' (Free Discharge) 4=EOF - Rim (Orifice Controls 0.21 cfs @ 5.09 fps) Page 519 of 1184 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 81HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Pond 2P: Basin 2 - Underground Storage & Infiltration System - Chamber Wizard Field A Chamber Model = ADS_StormTech MC-3500 d +Cap (ADS StormTech® MC-3500 d rev 03/14 with Cap volume) Effective Size= 70.4"W x 45.0"H => 15.33 sf x 7.17'L = 110.0 cf Overall Size= 77.0"W x 45.0"H x 7.50'L with 0.33' Overlap Cap Storage= 14.9 cf x 2 x 2 rows = 59.6 cf 77.0" Wide + 9.0" Spacing = 86.0" C-C Row Spacing 9 Chambers/Row x 7.17' Long +1.85' Cap Length x 2 = 68.23' Row Length +12.0" End Stone x 2 = 70.23' Base Length 2 Rows x 77.0" Wide + 9.0" Spacing x 1 + 12.0" Side Stone x 2 = 15.58' Base Width 9.0" Stone Base + 45.0" Chamber Height + 12.0" Stone Cover = 5.50' Field Height 18 Chambers x 110.0 cf + 14.9 cf Cap Volume x 2 x 2 Rows = 2,038.7 cf Chamber Storage 6,019.3 cf Field - 2,038.7 cf Chambers = 3,980.6 cf Stone x 40.0% Voids = 1,592.2 cf Stone Storage Chamber Storage + Stone Storage = 3,631.0 cf = 0.083 af Overall Storage Efficiency = 60.3% Overall System Size = 70.23' x 15.58' x 5.50' 18 Chambers 222.9 cy Field 147.4 cy Stone Page 520 of 1184 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49"24614 PROPOSED Printed 2/24/2025Prepared by Civil Site Group Page 82HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Pond 2P: Basin 2 - Underground Storage & Infiltration System Inflow Outflow Discarded Primary Secondary Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)876543210Inflow Area=0.667 ac Peak Elev=929.82' Storage=3,782 cf 7.33 cfs 7.32 cfs 0.02 cfs 7.09 cfs 0.21 cfs Page 521 of 1184 6,914 SF OFFICE / COMMERCIAL DROP-OFF ARCADIA AVE1,376 SF TRASH / SERVICE 29,490 SF PARKING TERRACE 304 SF ELEC 3,595 SF LOBBY BUILDINGSERVICESBREEZEWAY BIKE ROOM 14%EDEN A V E 67 STALLS ST-1 ST-2 ST-3 ST-6 ST-5 ST-7 ST-4 ST-8 ST-9 ST-10 ST-11 ST-12 F:\2022\B2210644\CAD\B2210644.dwg,Geotech,1/16/2025 4:10:23 AMbraunintertec.com 952.995.2000 Minneapolis, MN 55438 11001 Hampshire Avenue S Project No: B2210644 Drawn By: Date Drawn: Checked By: Last Modified:1/4/25 Drawing No: Project Information Drawing Information B2210644 BJB 11/3/22 AS Eden 100 5100 Eden Avenue Edina, Minnesota Soil Boring Location SketchN DENOTES APPROXIMATE LOCATION OF STANDARD PENETRATION TEST BORING 0 SCALE:1" = 40' 40'20' Page 522 of 1184 Elev./ Depth ft 932.3 0.7 931.0 2.0 926.0 7.0 919.0 14.0 WaterLevelDescription of Materials (Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) PAVEMENT, 3 1/2 inches of bituminous over 4 inches of apparent aggregate base FILL: SANDY LEAN CLAY (CL), trace Gravel, with Sand seams, brown and dark brown, moist FILL: SILTY SAND (SM), fine to medium- grained, trace Gravel, brown, moist FILL: POORLY GRADED SAND with SILT (SP- SM), fine to medium-grained, with Gravel, brown, dry POORLY GRADED SAND (SP), fine to coarse- grained, trace Gravel, brown, moist, medium dense (GLACIAL OUTWASH) With SILT layer at 20 feet Continued on next page 5 10 15 20 25 30 35 SampleBlows (N-Value) Recovery 3-9-9 (18) 12" 9-12-15 (27) 0" 14-12-14 (26) 8" 7-6-9 (15) 6" 8-11-12 (23) 2" 5-6-6 (12) 15" 7-8-10 (18) 16" 8-10-12 (22) 17" 8-9-12 (21) 18" 6-7-9 (16) 18" 9-12-16 qₚtsf MC % 4 4 Tests or Remarks P200=13% No recovery P200=8% Little recovery ___________________ ////////////////////////////////////// Proposed lowest level slab elevation LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2210644 Geotechnical Evaluation Eden 100 5100 Eden Avenue Edina, Minnesota BORING:ST-1 LOCATION: Captured with RTK GPS. DATUM:NAD 1983 HARN Adj MN Hennepin (US Feet) NORTHING:143529.0 EASTING:508058.9 DRILLER:C. McClain LOGGED BY:A. Schulzetenberg START DATE:11/14/22 END DATE:11/14/22 SURFACE ELEVATION:933.0 ft RIG:7514 METHOD:3 1/4" HSA SURFACING:Bituminous WEATHER:Snow B2210644 Braun Intertec Corporation Print Date:01/28/2025 ST-1 page 1 of 2 Page 523 of 1184 Elev./ Depth ft 892.0 41.0 WaterLevelDescription of Materials (Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) POORLY GRADED SAND (SP), fine to coarse- grained, trace Gravel, brown, moist, medium dense (GLACIAL OUTWASH) END OF BORING Boring then grouted 45 50 55 60 65 70 75 SampleBlows (N-Value) Recovery (28) 18" qₚtsf MC %Tests or Remarks Water not observed while drilling. Water not observed at end of drilling. LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2210644 Geotechnical Evaluation Eden 100 5100 Eden Avenue Edina, Minnesota BORING:ST-1 LOCATION: Captured with RTK GPS. DATUM:NAD 1983 HARN Adj MN Hennepin (US Feet) NORTHING:143529.0 EASTING:508058.9 DRILLER:C. McClain LOGGED BY:A. Schulzetenberg START DATE:11/14/22 END DATE:11/14/22 SURFACE ELEVATION:933.0 ft RIG:7514 METHOD:3 1/4" HSA SURFACING:Bituminous WEATHER:Snow B2210644 Braun Intertec Corporation Print Date:01/28/2025 ST-1 page 2 of 2 Page 524 of 1184 Elev./ Depth ft 931.8 0.8 928.6 4.0 923.6 9.0 920.6 12.0 901.6 31.0 WaterLevelDescription of Materials (Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) PAVEMENT, 5 inches of bituminous over 3 inches of apparent aggregate base FILL: SANDY LEAN CLAY (CL), trace Gravel, brown, moist FILL: POORLY GRADED SAND with SILT (SP- SM), fine to coarse-grained, trace Gravel, brown, moist SILTY SAND (SM), fine-grained, with SILT layers, brown, moist, medium dense (ALLUVIUM) POORLY GRADED SAND (SP), fine to coarse- grained, with Gravel, brown, moist, medium dense (GLACIAL OUTWASH) END OF BORING Boring then grouted 5 10 15 20 25 30 35 SampleBlows (N-Value) Recovery 6-14-16 (30) 16" 8-12-14 (26) 18" 12-14-15 (29) 16" 6-7-8 (15) 12" 5-5-7 (12) 16" 7-15-15 (30) 5" 7-8-11 (19) 14" 4-10-17 (27) 16" 6-8-10 (18) 15" qₚtsf MC % 3 Tests or Remarks P200=11% ___________________ ////////////////////////////////////// Proposed lowest level slab elevation Water not observed while drilling. Water not observed at end of drilling. LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2210644 Geotechnical Evaluation Eden 100 5100 Eden Avenue Edina, Minnesota BORING:ST-2 LOCATION: Captured with RTK GPS. DATUM:NAD 1983 HARN Adj MN Hennepin (US Feet) NORTHING:143498.1 EASTING:508150.4 DRILLER:C. McClain LOGGED BY:A. Schulzetenberg START DATE:11/15/22 END DATE:11/15/22 SURFACE ELEVATION:932.6 ft RIG:7514 METHOD:3 1/4" HSA SURFACING:Bituminous WEATHER:Snow B2210644 Braun Intertec Corporation Print Date:01/28/2025 ST-2 page 1 of 1 Page 525 of 1184 Elev./ Depth ft 932.9 0.3 926.2 7.0 919.2 14.0 900.2 33.0 897.2 36.0 WaterLevelDescription of Materials (Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) SILTY SAND (SM), fine to medium-grained, trace roots, dark brown, moist (TOPSOIL FILL) FILL: POORLY GRADED SAND with SILT (SP- SM), fine to coarse-grained, with Gravel, brown, dry FILL: POORLY GRADED SAND with SILT (SP- SM), fine to medium-grained, with Gravel, reddish brown to brown, dry FILL: POORLY GRADED SAND (SP), fine to coarse-grained, with Gravel, brown, moist POORLY GRADED SAND (SP), fine to coarse- grained, with Gravel, brown, moist, medium dense (GLACIAL OUTWASH) END OF BORING Boring then grouted 5 10 15 20 25 30 35 SampleBlows (N-Value) Recovery 8-16-18 (34) 16" 8-16-19 (35) 16" 15-17-23 (40) 15" 13-13-10 (23) 16" 18-24-31 (55) 4" 16-12-10 (22) 14" 50/6" (REF) 2" 6-8-8 (16) 4" 19-18-35 (53) 6" 7-12-16 (28) 14" qₚtsf MC % 3 4 Tests or Remarks P200=11% Poor recovery due to Gravel ___________________ ////////////////////////////////////// Proposed lowest level slab elevation Poor recovery due to Gravel Poor recovery due to Gravel Water not observed while drilling. Water not observed at end of drilling. LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2210644 Geotechnical Evaluation Eden 100 5100 Eden Avenue Edina, Minnesota BORING:ST-3 LOCATION: Captured with RTK GPS. DATUM:NAD 1983 HARN Adj MN Hennepin (US Feet) NORTHING:143528.5 EASTING:508241.7 DRILLER:C. McClain LOGGED BY:A. Schulzetenberg START DATE:11/14/22 END DATE:11/14/22 SURFACE ELEVATION:933.2 ft RIG:7514 METHOD:3 1/4" HSA SURFACING:Grass WEATHER:Snow B2210644 Braun Intertec Corporation Print Date:01/28/2025 ST-3 page 1 of 1 Page 526 of 1184 Elev./ Depth ft 931.5 0.8 930.3 2.0 925.3 7.0 920.3 12.0 908.3 24.0 901.3 31.0 WaterLevelDescription of Materials (Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) PAVEMENT, 5 1/2 inches of bituminous over 4 inches of apparent aggregate base FILL: SANDY LEAN CLAY (CL), trace Gravel, brown, moist FILL: CLAYEY SAND (SC), trace Gravel, brown, moist FILL: POORLY GRADED SAND (SP), fine to coarse-grained, with Gravel, with Clay seams, brown, moist POORLY GRADED SAND (SP), fine to medium-grained, trace Gravel, brown, moist, medium dense (ALLUVIUM) With CLAYEY SAND layers at 20 feet POORLY GRADED SAND (SP), fine to coarse- grained, trace Gravel, brown, moist, loose to medium dense (GLACIAL OUTWASH) END OF BORING Boring then grouted 5 10 15 20 25 30 35 SampleBlows (N-Value) Recovery 2-4-5 (9) 16" 4-6-5 (11) 12" 17-15-6 (21) 0" 6-3-2 (5) 4" 7-7-7 (14) 15" 5-6-6 (12) 3" 6-7-9 (16) 15" 3-4-4 (8) 14" 5-5-6 (11) 16" qₚtsf MC % 10 Tests or Remarks No recovery ___________________ ////////////////////////////////////// Proposed lowest level slab elevation Water not observed while drilling. Water not observed at end of drilling. LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2210644 Geotechnical Evaluation Eden 100 5100 Eden Avenue Edina, Minnesota BORING:ST-4 LOCATION: Captured with RTK GPS. DATUM:NAD 1983 HARN Adj MN Hennepin (US Feet) NORTHING:143437.1 EASTING:508046.0 DRILLER:C. McClain LOGGED BY:A. Schulzetenberg START DATE:11/15/22 END DATE:11/15/22 SURFACE ELEVATION:932.3 ft RIG:7514 METHOD:3 1/4" HSA SURFACING:Bituminous WEATHER:Snow B2210644 Braun Intertec Corporation Print Date:01/28/2025 ST-4 page 1 of 1 Page 527 of 1184 Elev./ Depth ft 932.4 0.6 926.0 7.0 921.0 12.0 914.0 19.0 909.0 24.0 900.0 33.0 897.0 36.0 WaterLevelDescription of Materials (Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) PAVEMENT, 4 inches of bituminous over 3 1/2 inches of apparent aggregate base FILL: SANDY LEAN CLAY (CL), trace Gravel, brown, moist With Sand seams from 2 to 5 feet CLAYEY SAND (SC), slightly organic, dark brown, moist, soft (SLOPEWASH) LEAN CLAY (CL), gray and brown, moist, soft to medium (ALLUVIUM) SILT (ML), with Clay lenses, gray, moist, loose (ALLUVIUM) SANDY LEAN CLAY (CL), trace Gravel, gray, moist, stiff to very stiff (GLACIAL TILL) POORLY GRADED SAND with SILT (SP-SM), fine to coarse-grained, with Gravel, brown, moist, medium dense (GLACIAL OUTWASH) END OF BORING Boring then grouted 5 10 15 20 25 30 35 SampleBlows (N-Value) Recovery 5-5-6 (11) 15" 3-3-4 (7) 15" 1-2-1 (3) 16" 1-2-2 (4) 18" 2-2-3 (5) 18" 1-2-2 (4) 16" 2-4-5 (9) 16" 3-4-6 (10) 16" 7-8-12 (20) 15" 7-8-13 (21) 16" qₚtsf 3.75 MC % 18 22 31 27 Tests or Remarks OC=3% ___________________ ////////////////////////////////////// Proposed lowest level slab elevation Water not observed while drilling. Water not observed at end of drilling. LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2210644 Geotechnical Evaluation Eden 100 5100 Eden Avenue Edina, Minnesota BORING:ST-5 LOCATION: Captured with RTK GPS. DATUM:NAD 1983 HARN Adj MN Hennepin (US Feet) NORTHING:143393.2 EASTING:508139.1 DRILLER:C. McClain LOGGED BY:A. Schulzetenberg START DATE:11/15/22 END DATE:11/15/22 SURFACE ELEVATION:933.0 ft RIG:7514 METHOD:3 1/4" HSA SURFACING:Bituminous WEATHER:Snow B2210644 Braun Intertec Corporation Print Date:01/28/2025 ST-5 page 1 of 1 Page 528 of 1184 Elev./ Depth ft 931.5 0.7 930.2 2.0 925.2 7.0 920.2 12.0 913.2 19.0 901.2 31.0 WaterLevelDescription of Materials (Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) PAVEMENT, 6 1/2 inches of bituminous over 2 inches of apparent aggregate base FILL: LEAN CLAY (CL), trace Gravel, brown, moist FILL: SILTY SAND (SM), fine to medium- grained, trace Gravel, brown, moist FILL: POORLY GRADED SAND (SP), fine to coarse-grained, with Gravel, brown, dry FILL: POORLY GRADED SAND (SP), fine to coarse-grained, with Gravel, tan and brown, dry POORLY GRADED SAND (SP), fine to medium-grained, trace Gravel, brown, moist, medium dense to dense (GLACIAL OUTWASH) END OF BORING Boring then grouted 5 10 15 20 25 30 35 SampleBlows (N-Value) Recovery 3-5-7 (12) 10" 12-22-13 (35) 0" 7-8-10 (18) 15" 5-7-9 (16) 12" 22-15-10 (25) 10" 14-50/5" (REF) 9" 8-10-14 (24) 16" 13-26-12 (38) 16" 6-8-12 (20) 16" qₚtsf MC % 2 Tests or Remarks No recovery ___________________ ////////////////////////////////////// Proposed lowest level slab elevation Water not observed while drilling. Water not observed at end of drilling. LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2210644 Geotechnical Evaluation Eden 100 5100 Eden Avenue Edina, Minnesota BORING:ST-6 LOCATION: Captured with RTK GPS. DATUM:NAD 1983 HARN Adj MN Hennepin (US Feet) NORTHING:143434.0 EASTING:508241.8 DRILLER:C. McClain LOGGED BY:A. Schulzetenberg START DATE:11/15/22 END DATE:11/15/22 SURFACE ELEVATION:932.2 ft RIG:7514 METHOD:3 1/4" HSA SURFACING:Bituminous WEATHER:Snow B2210644 Braun Intertec Corporation Print Date:01/28/2025 ST-6 page 1 of 1 Page 529 of 1184 Elev./ Depth ft 929.5 1.0 923.5 7.0 918.5 12.0 906.5 24.0 902.5 28.0 WaterLevelDescription of Materials (Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) PAVEMENT, 7 inches of bituminous over 5 inches of apparent aggregate base FILL: CLAYEY SAND (SC), trace Gravel, with Sand seams, dark brown, moist With wood chunks at 5 feet FILL: LEAN CLAY (CL), trace Gravel, with Sand seams, dark brown, dry CLAYEY SAND (SC), trace fibers, slightly organic, dark brown, moist, medium to stiff (SLOPEWASH) LEAN CLAY (CL), with black inclusions, gray, moist, medium (ALLUVIUM) SANDY LEAN CLAY (CL), trace Gravel, gray and brown, moist, stiff to medium (GLACIAL TILL) With Silt seams and lenses from 30 to 35 feet Brown at 34 feet Gray at 39 feet Continued on next page 5 10 15 20 25 30 35 SampleBlows (N-Value) Recovery 3-4-5 (9) 14" 2-1-2 (3) 12" 3-2-3 (5) 14" 1-1-1 (2) 15" 1-2-3 (5) 15" 1-2-3 (5) 16" 4-5-7 (12) 18" 2-3-5 (8) 18" 2-4-5 (9) 18" 2-3-5 (8) 18" 3-5-7 qₚtsf 3 MC % 7 19 30 23 Tests or Remarks OC=2% OC=4% ___________________ ////////////////////////////////////// Proposed lowest level slab elevation OC=1% LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2210644 Geotechnical Evaluation Eden 100 5100 Eden Avenue Edina, Minnesota BORING:ST-7 LOCATION: Captured with RTK GPS. DATUM:NAD 1983 HARN Adj MN Hennepin (US Feet) NORTHING:143312.0 EASTING:508049.2 DRILLER:C. McClain LOGGED BY:A. Schulzetenberg START DATE:11/14/22 END DATE:11/14/22 SURFACE ELEVATION:930.5 ft RIG:7514 METHOD:3 1/4" HSA SURFACING:Bituminous WEATHER:Snow B2210644 Braun Intertec Corporation Print Date:01/28/2025 ST-7 page 1 of 2 Page 530 of 1184 Elev./ Depth ft 884.5 46.0 WaterLevelDescription of Materials (Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) SANDY LEAN CLAY (CL), trace Gravel, gray and brown, moist, stiff to medium (GLACIAL TILL) END OF BORING Boring then grouted 45 50 55 60 65 70 75 SampleBlows (N-Value) Recovery (12) 18" 5-5-7 (12) 16" qₚtsf 2.25 3 MC %Tests or Remarks Water not observed while drilling. Water not observed at end of drilling. LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2210644 Geotechnical Evaluation Eden 100 5100 Eden Avenue Edina, Minnesota BORING:ST-7 LOCATION: Captured with RTK GPS. DATUM:NAD 1983 HARN Adj MN Hennepin (US Feet) NORTHING:143312.0 EASTING:508049.2 DRILLER:C. McClain LOGGED BY:A. Schulzetenberg START DATE:11/14/22 END DATE:11/14/22 SURFACE ELEVATION:930.5 ft RIG:7514 METHOD:3 1/4" HSA SURFACING:Bituminous WEATHER:Snow B2210644 Braun Intertec Corporation Print Date:01/28/2025 ST-7 page 2 of 2 Page 531 of 1184 Elev./ Depth ft 930.5 1.0 929.5 2.0 924.5 7.0 919.5 12.0 912.5 19.0 908.5 23.0 906.5 25.0 897.5 34.0 892.5 39.0 WaterLevelDescription of Materials (Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) PAVEMENT, 4 inches of bituminous over 8 inches of apparent aggregate base FILL: SILTY SAND (SM), fine to medium- grained, contains seams of Clay, reddish brown, moist FILL: SANDY LEAN CLAY (CL), slightly organic, trace to with wood chunks, dark brown, moist FILL: CLAYEY SAND (SC), trace Gravel, with concrete debris, brown, moist FILL: SANDY LEAN CLAY (CL), trace Gravel, dark brown, moist With concrete debris at 13 feet LEAN CLAY (CL), contains lenses of Silt, brown and gray, moist, medium (ALLUVIUM) SILT (ML), gray, moist, loose (ALLUVIUM) SANDY LEAN CLAY (CL), trace Gravel, brown, moist, stiff (GLACIAL TILL) CLAYEY SAND (SC), trace Gravel, gray, moist, very stiff (GLACIAL TILL) POORLY GRADED SAND (SP), fine to medium-grained, trace Gravel, light brown, moist, medium dense (GLACIAL OUTWASH) Continued on next page 5 10 15 20 25 30 35 SampleBlows (N-Value) Recovery 3-2-2 (4) 6" 3-3-2 (5) 10" 2-1-1 (2) 14" 3-50/1" (REF) 4" 5-6-4 (10) 6" 7-5-5 (10) 12" 3-4-4 (8) 12" 4-6-4 (10) 14" 6-7-8 (15) 16" 7-8-10 (18) 16" 6-6-8 qₚtsf MC % 14 19 30 Tests or Remarks Refusal at 10 feet, offset 5 feet east. ___________________ ////////////////////////////////////// Proposed Lowest Slab Elevation LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2210644 Geotechnical Evaluation Eden 100 5100 Eden Avenue Edina, Minnesota BORING:ST-8 LOCATION: Captured with RTK GPS. DATUM:NAD 1983 HARN Adj MN Hennepin (US Feet) NORTHING:143320.1 EASTING:508122.1 DRILLER:J. Vloo LOGGED BY:A. Schulzetenberg START DATE:01/14/25 END DATE:01/14/25 SURFACE ELEVATION:931.5 ft RIG:7519 METHOD:3 1/4" HSA SURFACING:Bituminous WEATHER: B2210644 Braun Intertec Corporation Print Date:01/28/2025 ST-8 page 1 of 2 Page 532 of 1184 Elev./ Depth ft 890.5 41.0 WaterLevelDescription of Materials (Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) POORLY GRADED SAND (SP), fine to medium-grained, trace Gravel, light brown, moist, medium dense (GLACIAL OUTWASH) END OF BORING Boring then grouted 45 50 55 60 65 70 75 SampleBlows (N-Value) Recovery (14) 16" qₚtsf MC %Tests or Remarks Water not observed while drilling. LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2210644 Geotechnical Evaluation Eden 100 5100 Eden Avenue Edina, Minnesota BORING:ST-8 LOCATION: Captured with RTK GPS. DATUM:NAD 1983 HARN Adj MN Hennepin (US Feet) NORTHING:143320.1 EASTING:508122.1 DRILLER:J. Vloo LOGGED BY:A. Schulzetenberg START DATE:01/14/25 END DATE:01/14/25 SURFACE ELEVATION:931.5 ft RIG:7519 METHOD:3 1/4" HSA SURFACING:Bituminous WEATHER: B2210644 Braun Intertec Corporation Print Date:01/28/2025 ST-8 page 2 of 2 Page 533 of 1184 Elev./ Depth ft 930.8 0.5 924.3 7.0 922.3 9.0 917.3 14.0 902.3 29.0 892.3 39.0 WaterLevelDescription of Materials (Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) PAVEMENT, 2 inches of bituminous over 4 inches of apparent aggregate base FILL: SANDY LEAN CLAY (CL), trace Gravel, dark brown and brown, moist LEAN CLAY (CL), slightly organic, dark brown, moist, medium (SLOPEWASH) SANDY LEAN CLAY (CL), trace Gravel, brown, moist, medium to stiff (GLACIAL TILL) CLAYEY SAND (SC), trace Gravel, brown, moist, stiff to very stiff (GLACIAL TILL) Gray at 24 feet POORLY GRADED SAND (SP), fine to medium-grained, trace Gravel, brown, moist, medium dense (GLACIAL OUTWASH) SILTY SAND (SM), fine to medium-grained, trace Gravel, brown, moist, medium dense (GLACIAL TILL) Continued on next page 5 10 15 20 25 30 35 SampleBlows (N-Value) Recovery 4-3-4 (7) 14" 4-6-5 (11) 14" 2-3-3 (6) 10" 3-4-4 (8) 12" 4-4-7 (11) 12" 4-5-7 (12) 14" 4-4-6 (10) 14" 4-6-11 (17) 16" 7-7-10 (17) 10" 4-5-10 (15) 14" 6-7-23 qₚtsf MC % 20 22 14 Tests or Remarks OC=2% ___________________ ////////////////////////////////////// Proposed Lowest Slab Elevation LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2210644 Geotechnical Evaluation Eden 100 5100 Eden Avenue Edina, Minnesota BORING:ST-9 LOCATION: Captured with RTK GPS. DATUM:NAD 1983 HARN Adj MN Hennepin (US Feet) NORTHING:143348.4 EASTING:508185.9 DRILLER:J. Vloo LOGGED BY:A. Schulzetenberg START DATE:01/14/25 END DATE:01/14/25 SURFACE ELEVATION:931.3 ft RIG:7519 METHOD:3 1/4" HSA SURFACING:Bituminous WEATHER: B2210644 Braun Intertec Corporation Print Date:01/28/2025 ST-9 page 1 of 2 Page 534 of 1184 Elev./ Depth ft 890.3 41.0 WaterLevelDescription of Materials (Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) SILTY SAND (SM), fine to medium-grained, trace Gravel, brown, moist, medium dense (GLACIAL TILL) END OF BORING Boring then grouted 45 50 55 60 65 70 75 SampleBlows (N-Value) Recovery (30) 14" qₚtsf MC %Tests or Remarks Water not observed while drilling. LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2210644 Geotechnical Evaluation Eden 100 5100 Eden Avenue Edina, Minnesota BORING:ST-9 LOCATION: Captured with RTK GPS. DATUM:NAD 1983 HARN Adj MN Hennepin (US Feet) NORTHING:143348.4 EASTING:508185.9 DRILLER:J. Vloo LOGGED BY:A. Schulzetenberg START DATE:01/14/25 END DATE:01/14/25 SURFACE ELEVATION:931.3 ft RIG:7519 METHOD:3 1/4" HSA SURFACING:Bituminous WEATHER: B2210644 Braun Intertec Corporation Print Date:01/28/2025 ST-9 page 2 of 2 Page 535 of 1184 Elev./ Depth ft 931.8 0.8 928.6 4.0 923.6 9.0 908.6 24.0 WaterLevelDescription of Materials (Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) PAVEMENT, 4 inches of bituminous over 6 inches of apparent aggregate base FILL: LEAN CLAY (CL), trace Gravel, dark brown, moist CLAYEY SAND (SC), trace Gravel, brown, moist, stiff (GLACIAL TILL) SANDY LEAN CLAY (CL), trace Gravel, brown, moist, stiff to very stiff (GLACIAL TILL) POORLY GRADED SAND (SP), fine to medium-grained, trace Gravel, brown, moist, very dense to medium dense (GLACIAL OUTWASH) Continued on next page 5 10 15 20 25 30 35 SampleBlows (N-Value) Recovery 8-8-9 (17) 14" 4-6-6 (12) 10" 4-5-7 (12) 10" 6-6-8 (14) 12" 5-6-8 (14) 16" 8-7-10 (17) 0" 10-10-11 (21) 14" 26-50/1" (REF) 1" 10-8-9 (17) 14" 3-6-8 (14) 14" 6-7-12 qₚtsf MC % 13 16 11 Tests or Remarks ___________________ ////////////////////////////////////// Proposed Lowest Slab Elevation Blows likely influenced by rock in sampler. Little to no recovery LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2210644 Geotechnical Evaluation Eden 100 5100 Eden Avenue Edina, Minnesota BORING:ST-10 LOCATION: Captured with RTK GPS. DATUM:NAD 1983 HARN Adj MN Hennepin (US Feet) NORTHING:143394.6 EASTING:508249.7 DRILLER:J. Vloo LOGGED BY:A. Schulzetenberg START DATE:01/14/25 END DATE:01/14/25 SURFACE ELEVATION:932.6 ft RIG:7519 METHOD:3 1/4" HSA SURFACING:Bituminous WEATHER: B2210644 Braun Intertec Corporation Print Date:01/28/2025 ST-10 page 1 of 2 Page 536 of 1184 Elev./ Depth ft 891.6 41.0 WaterLevelDescription of Materials (Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) POORLY GRADED SAND (SP), fine to medium-grained, trace Gravel, brown, moist, very dense to medium dense (GLACIAL OUTWASH) END OF BORING Boring then grouted 45 50 55 60 65 70 75 SampleBlows (N-Value) Recovery (19) 14" qₚtsf MC %Tests or Remarks Water not observed while drilling. LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2210644 Geotechnical Evaluation Eden 100 5100 Eden Avenue Edina, Minnesota BORING:ST-10 LOCATION: Captured with RTK GPS. DATUM:NAD 1983 HARN Adj MN Hennepin (US Feet) NORTHING:143394.6 EASTING:508249.7 DRILLER:J. Vloo LOGGED BY:A. Schulzetenberg START DATE:01/14/25 END DATE:01/14/25 SURFACE ELEVATION:932.6 ft RIG:7519 METHOD:3 1/4" HSA SURFACING:Bituminous WEATHER: B2210644 Braun Intertec Corporation Print Date:01/28/2025 ST-10 page 2 of 2 Page 537 of 1184 Elev./ Depth ft 931.6 1.2 929.8 3.0 925.8 7.0 918.8 14.0 908.8 24.0 898.8 34.0 WaterLevelDescription of Materials (Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) PAVEMENT, 5 inches of bituminous over 9 inches of apparent aggregate base FILL: CLAYEY SAND (SC), trace Gravel, brown, moist FILL: POORLY GRADED SAND (SP), fine to medium-grained, trace Gravel, light brown, moist POORLY GRADED SAND (SP), fine to coarse- grained, little Gravel, brown, moist, loose to medium dense (GLACIAL OUTWASH) POORLY GRADED SAND (SP), fine to medium-grained, with Gravel, contains seams of Silt, and Clay, brown, moist, loose (GLACIAL OUTWASH) SILTY SAND (SM), fine to medium-grained, trace Gravel, brown, moist, medium dense (GLACIAL OUTWASH) POORLY GRADED SAND (SP), fine-grained, brown, moist, loose to medium dense (GLACIAL OUTWASH) With GRAVEL layer at 35 feet Continued on next page 5 10 15 20 25 30 35 SampleBlows (N-Value) Recovery 10-8-8 (16) 10" 7-10-7 (17) 0" 3-3-4 (7) 6" 3-4-4 (8) 4" 5-5-6 (11) 6" 4-3-5 (8) 6" 5-5-4 (9) 6" 5-6-8 (14) 8" 6-5-8 (13) 10" 6-4-6 (10) 10" 6-6-8 qₚtsf MC % 4 4 5 Tests or Remarks No recovery P200=2% ___________________ ////////////////////////////////////// Proposed Lowest Slab Elevation P200=27% LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2210644 Geotechnical Evaluation Eden 100 5100 Eden Avenue Edina, Minnesota BORING:ST-11 LOCATION: Captured with RTK GPS. DATUM:NAD 1983 HARN Adj MN Hennepin (US Feet) NORTHING:143478.8 EASTING:508245.5 DRILLER:J. Vloo LOGGED BY:A. Schulzetenberg START DATE:01/13/25 END DATE:01/13/25 SURFACE ELEVATION:932.8 ft RIG:7519 METHOD:3 1/4" HSA SURFACING:Bituminous WEATHER: B2210644 Braun Intertec Corporation Print Date:01/28/2025 ST-11 page 1 of 2 Page 538 of 1184 Elev./ Depth ft 891.8 41.0 WaterLevelDescription of Materials (Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) POORLY GRADED SAND (SP), fine-grained, brown, moist, loose to medium dense (GLACIAL OUTWASH) END OF BORING Boring then grouted 45 50 55 60 65 70 75 SampleBlows (N-Value) Recovery (14) 16" qₚtsf MC %Tests or Remarks Water not observed while drilling. LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2210644 Geotechnical Evaluation Eden 100 5100 Eden Avenue Edina, Minnesota BORING:ST-11 LOCATION: Captured with RTK GPS. DATUM:NAD 1983 HARN Adj MN Hennepin (US Feet) NORTHING:143478.8 EASTING:508245.5 DRILLER:J. Vloo LOGGED BY:A. Schulzetenberg START DATE:01/13/25 END DATE:01/13/25 SURFACE ELEVATION:932.8 ft RIG:7519 METHOD:3 1/4" HSA SURFACING:Bituminous WEATHER: B2210644 Braun Intertec Corporation Print Date:01/28/2025 ST-11 page 2 of 2 Page 539 of 1184 Elev./ Depth ft 931.7 1.2 928.9 4.0 923.9 9.0 918.9 14.0 913.9 19.0 895.9 37.0 WaterLevelDescription of Materials (Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) PAVEMENT, 5 inches of bituminous over 9 inches of apparent aggregate base FILL: SANDY LEAN CLAY (CL), trace Gravel, brown, moist FILL: POORLY GRADED SAND (SP), fine to coarse-grained, trace Gravel, brown, dry With CLAY layer at 7 feet POORLY GRADED SAND (SP), fine to medium-grained, trace Gravel, brown, dry, medium dense (GLACIAL OUTWASH) POORLY GRADED SAND with SILT (SP-SM), fine to medium-grained, trace Gravel, brown, dry, medium dense (GLACIAL OUTWASH) POORLY GRADED SAND (SP), fine to coarse- grained, with Gravel, light brown to brown, moist, medium dense to very dense (GLACIAL OUTWASH) END OF BORING Boring then grouted 5 10 15 20 25 30 35 SampleBlows (N-Value) Recovery 17-30-17 (47) 14" 10-12-12 (24) 14" 11-13-12 (25) 14" 8-9-8 (17) 0" 7-8-8 (16) 4" 5-7-7 (14) 4" 15-16-12 (28) 10" 8-6-7 (13) 8" 18-20-22 (42) 0" 16-35-50/4" (REF) 10" qₚtsf MC % 2 2 4 Tests or Remarks P200=5% No recovery ___________________ ////////////////////////////////////// Proposed Lowest Slab Elevation No recovery Refusal at 37 feet on apparent GRAVEL layer Water not observed while drilling. LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2210644 Geotechnical Evaluation Eden 100 5100 Eden Avenue Edina, Minnesota BORING:ST-12 LOCATION: Captured with RTK GPS. DATUM:NAD 1983 HARN Adj MN Hennepin (US Feet) NORTHING:143535.1 EASTING:508197.9 DRILLER:J. Vloo LOGGED BY:A. Schulzetenberg START DATE:01/13/25 END DATE:01/13/25 SURFACE ELEVATION:932.9 ft RIG:7519 METHOD:3 1/4" HSA SURFACING:Bituminous WEATHER: B2210644 Braun Intertec Corporation Print Date:01/28/2025 ST-12 page 1 of 1 Page 540 of 1184 SUSTAINABLE BUILDINGS QUESTIONNAIRE Edina has set ambitious goals to reduce greenhouse gas emissions and is encouraging developers and builders to integrate sustainability into design and construction as we work to achieve our community Climate Action Plan goals. This questionnaire is to help Edina staff, Planning Commission and the City Council better understand how your project is integrating sustainability into design and construction. This questionnaire is optional but strongly encouraged. Please return completed questionnaires to Cary Teague, cteague@EdinaMN.gov and Marisa Bayer, mbayer@EdinaMN.gov to be included in your submission packet. If your project is planning to apply for Planned Unit Development (PUD) zoning approval or City financing (e.g., Tax Increment Financing), Edina’s Sustainable Building Policy will apply. Please contact Sustainability Manager Marisa Bayer (mbayer@EdinaMN.gov) to set up a policy review meeting as soon as possible. Project Information Project Name Arcadia Office Building Project Address 5100 Eden Avenue Target Construction Start Date Month, Year July 2025 Target Completion Start Date Month, Year November 2026 Building Use Type Office, residential, restaurant, etc.Office Sustainable Design Will this project pursue a sustainability certification? If yes, please name the intended certification program and level. No Will the project utilize Xcel Energy’s free New Building Design Assistance programs and/or CenterPoint Energy’s Builder and Developer programs? If no, please explain why. Yes. The process is already underway. Will you be completing a whole building life cycle analysis (LCA)? If yes, what methodology are you using? No Page 541 of 1184 Sustainable Building Questionnaire 2 Doc. Rev. 20250313 Sustainable Deconstruction If demolishing an existing building, will existing building elements be salvaged for reuse or donation? If yes, please explain what types of materials and strategies reuse or your intended donation partners. Evaluation of the existing structure isn’t complete. We will look for opportunities to recycle whatever is feasible. Will scrap and excess building elements be separated and recycled? If yes, please describe. Same as above Please describe other strategies in this project related to sustainable deconstruction. Recycling of waste from new construction activities will be evaluated Building Decarbonization Will this project implement electric-powered equipment for space or water heating? If yes, please describe what equipment you will be using and its primary use (e.g., space heating). If no, please describe why you are not using electric-powered equipment for space or water heating. Yes, we anticipate utilizing electric heating elements within the VAV HVAC system to generate heat directed to the perimeter glass areas of the office portion of the building. The domestic water heating systems will most likely utilize electric heating elements also. Will this project integrate design strategies to limit or reduce the amount of on-site fossil gas use? If yes, please describe what strategies you are implementing. If no, please explain why. Design of the HVAC systems is not yet complete. Will this project implement renewable energy generation on-site? E.g., solar photovoltaic, geothermal. If yes, please describe what type of renewable energy generation you will be installing. If no, please describe why you are not integrating on-site renewable energy generation. This is not yet determined. The roof structure will be designed to accommodate a future photovoltaic array Will this project integrate energy efficiency features into design that are above building code requirements? If yes, please describe what type of strategies will be used. If no, please explain why. Design of the HVAC systems is not yet complete. Please describe other strategies or design features in this project related to building decarbonization. The solar orientation of the building places the shortest facades on the east and west, which are the facades that receive the most exposure to solar radiation during the times of year when the need for artificial cooling is greatest. The performance characteristics of the curtain wall glass will vary based on its orientation; east and west facades will limit solar radiation more than north and south facades. Page 542 of 1184 Sustainable Building Questionnaire 3 Doc. Rev. 20250313 Managing Stormwater What percentage of the property is impervious surface before the redevelopment? What is the percent post development? 77.1% impervious pre-construction 82.4% impervious post-construction Will there be new pervious surfaces added to the site? E.g., new greenspace, pervious pavers. If yes, please describe. The entirety of the site will be disturbed. Any area that is not proposed impervious will be proposed managed greenspace (landscaped area). What stormwater retention, filtration or other management features will be installed? E.g., green roof, rain gardens. Two underground infiltration systems are proposed which are sized to treat more than 90% of the average yearly rainfall. Please describe other strategies or design features in this project related to managing stormwater. Disconnected impervious surfaces will be utilized, pretreatment of stormwater prior to infiltration will be provided, and the rate at which stormwater is allowed to leave the site will be less than existing conditions for all storm events modeled. New planted boulevards between the street and sidewalk will help limit runoff from city sidewalks Promoting Native Plantings and Reducing Heat Island Effect What percentage of the property is covered by tree canopy before development? What is the percent post development? Pre tree canopy: 1.5% Post tree canopy: 9.3% Will you be creating natural or artificial shade opportunities on site? If yes, please describe. Yes. New canopy trees in boulevards will help shade the sidewalks and terraces. How will landscaping incorporate native and climate adaptive plantings and trees? Native trees and drought-tolerant plantings shape a vibrant streetscape, fostering biodiversity, enhancing habitat, and adapting to evolving climate challenges with resilience and beauty. Please describe other strategies or design features in this project related to promoting native and climate adaptive landscaping and reducing the heat island effect. The landscape features boulevard trees, native drought- tolerant trees, and pollinator perennials, creating resilient habitats that support biodiversity and thrive as an ecologically rich environment in changing climate conditions. Managing Water Consumption Is the project including features to reduce water consumption beyond features required by code? If yes, please describe. ESG will analyze Is there a grey water system included to reuse water on site? If yes, please describe. No Page 543 of 1184 Sustainable Building Questionnaire 4 Doc. Rev. 20250313 Will outdoor landscaping watering systems include a water sensor to automatically reduce watering in wet conditions? If yes, please describe. Yes Please describe other strategies or design features in this project related to water conservation. The landscape integrates a highly efficient irrigation system with a smart controller and weather rain sensor, optimizing water use, reducing waste, and ensuring sustainable, adaptive hydration for plant health and resilience. Managing Waste Diversion Once occupied, is there a plan for traditional or organics recycling services for the building? Yes, please describe. No Please describe other strategies or design features in this project related to operational waste diversion (i.e., diverting waste from trash and landfilling). Sustainable Transportation If the site is accessible by a public transit stop within one half mile, how will the project incorporate site features and design elements to ease site access by transit users? ESG will analyze Will bike parking be provided on site? If yes, please describe the type of parking available (public, secured, etc.) Yes. A bike room will provide indoor bicycle parking for tenants. Outdoor bike racks will be available for building visitors. Will EV charging, either EV-ready or EV-installed, be provided? If yes, please describe the type of charging and number of spaces. Yes. The number of stalls has not yet been determined. Please describe other strategies or design features in this project related to sustainable transportation. Page 544 of 1184 GrandView District Development FrameworkEdina, MinnesotaDecember 7, 2011Revised January 17, 2012Revised January 25, 2012Revised January 31, 2012Revised March 27, 2012Revised April 5, 2012Page 545 of 1184 24/05/12Ken Potts Kim Melin Randy Halvorson Chris Rofi dal Steve Buss Gene Persha Richard Borland Larry Chestler Laura Giertsen Ellen Jones Terry Ahlstrum Dick Ward Bill Neuendorf Tim McIlwain Bright Dornblaser Andy Brown Suzanne Davison Greg Domke Sandy Fox Dick Crockett Arne Cook Tom Bonneville Kim Montgomery Tim Murphy Th omas RaeuchleTom RuppertPeter Sussman Lisa Diehl Bob Kojetin David Davison Bernie Beaver Mike Platteter Peyton Robb Dan Gieseke Diane Reinhart James Justice Darcy Winter Paul Nelson David Novak Linda Urban Tom Mattison Ken and Adele Floren Michael Schroeder Jim SmithKevin Staunton, ChairMichael Fischer Brett Johnson Collin Bredeson Deron Lindquist Eric Bredesen Jim BaischSteering CommitteeConsultant TeamCuningham Group Architecture, PAClose Landscape ArchitectureHR GreenCommunity Design GroupSpringsted Inc.Table of ContentsExecutive Summary 31. Hope for Change 52. Thoughts and Interactions 63. Patterns for a Neighborhood Center 94. Moving Forward with a Purpose 455. Appendix 57Page 546 of 1184 34/05/122. Completely rethink and reorganize the District’s transportation infrastructure to:• Make the District accessible and inviting to pedestrians and cyclists;• Create connections between the diff erent parts of the District;• Maintain automobile-friendly access to convenience retail; • Create separate pathways for “pass-through” and “destination” automobile traffi c; and• Preserve future transit opportunities provided by the rail corridor in a way that ensures that the kinds of opportunities pursued in the future are consistent with the character we envision for the District and provide benefi t to the surrounding neighborhood.3. Leverage public resources to make incremental value-creating changes that enhance the public realm and encourage voluntary private redevelopment consistent with the vision that improves the quality of the neighborhood for residents, businesses, and property owners. Th is Development Framework makes substantial progress in charting the path to be followed in redeveloping the GrandView District. By creating a vision that meets the seven Guiding Principles, it provides guidance to city offi cials, residents, business and property owners, and developers as opportunities for change emerge in the District. To ensure that the future redevelopment of the District is consistent with the vision articulated in this Framework, we recommend that it become part of the City’s Comprehensive Plan.Executive SummaryTh e Development Framework presented here is part of a small area planning process required by Edina’s Comprehensive Plan for those parts of our community (like the GrandView District) designated as Potential Areas of Change. It follows the 2010 GrandView District Small Area Guide Plan process. Th at process – led by a group of community residents and business and property owners – resulted in adoption by the Edina City Council of seven Guiding Principles for the redevelopment of the GrandView District.Th e process of crafting this Development Framework has been led by a 52-member Steering Committee made up of residents of the community and owners of area businesses and properties. Th e 52 members of the Steering Committee have dedicated countless hours since April of 2011 listening to community members, considering options, and debating alternatives for the future of the District. Th anks to a grant from the Metropolitan Council, we have had the good fortune to be supported in our eff orts by a talented group of consulting experts. We have also been fortunate to have the patient support of City staff throughout the process.Our objective in creating this Development Framework is to build upon the seven Guiding Principles adopted by the City Council. In the pages that follow, we share a vision of how to bring those Guiding Principles to life. While there are many details essential to fulfi lling that vision, our goals can be summarized as eff orts to:1. Create a place with a unique identity announced by signature elements like:• A central commons on the Public Works site with indoor and outdoor public space that connects the civic cornerstones of the District and serves the neighborhood and community needs;• A “gateway” at Highway 100 that announces the District as a special place, using elements like an iconic pedestrian and bicycle bridge spanning Highway 100; and• An innovative, cutting-edge approach to 21st-century sustainability.Page 547 of 1184 44/05/12We want to be clear, however, that we recognize that the Framework (like the Comprehensive Plan) provides broad direction rather than detailed requirements. Th is Framework is intended to be a vision of the future rather than a blueprint. Achieving the vision will require, among other things:• A feasibility study that examines the costs and resources available to bear those costs;• An examination of the height and density necessary to make the vision fi nancially feasible while ensuring that it results in the human scale and neighborhood character that is the essential to the Framework;• Developing a strategy to allow for a vibrant business and residential community by managing the mix of retail, offi ce, residential, and public uses of land while maintaining the currently successful neighborhood service and convenience character;• A determination of a range of possible housing choices that support the character and experience of the District.• A community building/public green programming group should work to determine appropriate program and uses.We discuss these and other “next steps” in the Implementation section. Consistent with the “community-led” spirit of the initial stages of this process, we recommend that these “next steps” include active participation by community members, support of staff , and leadership from the City Council. Study Area LocationPage 548 of 1184 4/05/121. Hope for ChangePage 549 of 1184 64/05/121. Hope for ChangeIntroductionHope for Change has been the driving vision since the very beginning of this process that is now well into its second year of perspiration, participation, and planning. Th ousands of volunteer hours, countless meetings, and hundreds of discussions (large and small) have demonstrated that a committed group of citizen stakeholders, business leaders and owners, and elected and appointed offi cials believe that hope for change must be proactive, progressive, and promoted. Th e result will be not just be change for the sake of change, but directed energy, policy, and investment that will deliver a place for people to live, work, shop, and play in sustainable, memorable ways.Concept Diagram from the Small Area Guide Plan Process, December 2010Page 550 of 1184 74/05/121. Hope for Change1. Leverage publicly-owned parcels and civic presence to create a vibrant and connected District that serves as a catalyst for high quality, integrated public and private development.2. Enhance the District’s economic viability as a neighborhood center with regional connections, recognizing that meeting the needs of both businesses and residents will make the District a good place to do business.3. Turn perceived barriers into opportunities. Consider layering development over supporting infrastructure and taking advantage of the natural topography of the area.4. Design for the present and the future by pursuing logical increments of change using key parcels as stepping stones to a more vibrant, walkable, functional, attractive, and life-fi lled place.5. Organize parking as an eff ective resource for the District by linking community parking to public and private destinations while also providing parking that is convenient for businesses and customers. 6. Improve movement within and access to the District for people of all ages by facilitating multiple modes of transportation, and preserve future transit opportunities provided by the rail corridor.7. Create an identity and unique sense of place that incorporates natural spaces into a high quality and sustainable development refl ecting Edina’s innovative development heritage.The Seven Guiding PrinciplesGuiding PrinciplesPrinciples Related to the Concept Diagram1. Leverage publicly owned parcels2. Meet the needs of businesses and residents3. Turn barriers into opportunities4. Pursue logical increments; make vibrant walkable and attractive5. Organize parking; provide convenience6. Improve movement for all ages; facilitate multiple modes of movement7. Identity and unique sense of place; be sustainable and innovative161226374457Page 551 of 1184 84/05/121. Hope for ChangeHistoryBefore Edina became a village almost 125 years ago, a country market road crossed Minnehaha Creek at Edina Mills. Headed westward to the high ground, it branched out as Eden Prairie Road and Hopkins Road. In 1869, the Yancey family moved from Ohio and purchased 127 acres of land including that high ground and most of the present GrandView District. Civil War veteran Beverly C., his wife Ellen and their seven children were to become the most prominent pioneer black family of Edina over several decades and left a legacy of civic involvement. An observer described early Edina as an agricultural village, “where there is a post offi ce, a mill, and a store, and proudly aspires to the dignity of a trading town. Th e numerous farms are well-cultivated, and are occupied by intelligent people who appreciate education, and surround themselves with the accessories of a refi ned society.”A center of the early community was Minnehaha Grange No. 398, organized in 1873. Th e Grange Hall originated in a meeting at the Yancey family home in 1879 with a “considerable number of persons desirous to form an association to build and own a hall building near Edina Mills.” In 1888, the name Edina was voted upon in that building, which also served as the village hall until 1942. When moved for construction of St. Stephen’s Church in 1935, a member of the Yancey family donated the new site. In 1970, the Grange Hall was moved to the present Frank Tupa Park in the GrandView District, later joined by the historic Cahill School.Changes in the district have been ongoing including transportation and services. Members of the Yancey family platted Grand View Heights in 1910 and Tingdale Brother’s Brookside in 1916. In 1913, the Dan Patch Line was cut through the high ground east of Brookside Avenue, providing passenger service to Minneapolis from 1915 to 1942. In 1927, new highway 169/212 (current Vernon Avenue) was cut through the District. Grading and paving businesses such as J. A. Danens and Son located to serve the growth, joined by motels and restaurants. Th e District expanded rapidly with western Edina following World War II. Th e Edina directory of 1953 listed six of ten businesses in the District as including “Grandview” in their names: a cafe, market, two service station, hardware, and seed Sources: 1. R. J. Baldwin, in Isaac Atwater, History of Minneapolis and Hennepin County (Munsell, 1895), p. 1263 as quoted in Paul D. Hesterman, From Settlement to Suburb: Th e History of Edina, Minnesota (Burgess Publishing,1998) Edina Historical Society, p. 29.2. Meeting minutes dated March 7, 1879. Copy in the Edina Historical Society fi les.Historic GrandView Heights Platand garden supply store. In 1947, Jerry Paulsen opened a meat counter in one of the local groceries, a modest beginning to Jerry’s Enterprises, a longtime prominent presence in the District.It is encouraged to look to the history of the District in naming the proposed public amenities and new streets. Th e Yancey family in particular, due to their early ownership of the District and legacy of civic engagement, merits that honor at a prominent location such as the commons. Page 552 of 1184 4/05/122. Thoughts and InteractionsPage 553 of 1184 104/05/122. Thoughts and InteractionsProject Schedule and ProcessSeptOctNovDecPart IDiscussion and DiscoveryCommunity Workshop #1Part IIIdeas and OptionsCommunity Workshop #2Part IIIDecide and DeliverCommunity Workshop #3DeliverablesProject/Community Meetings SeptOctNovDecSteering CommitteeStaff CoordinationExecutive Team MeetingCommunity WorkshopWork Group MeetingsPlan Commission/CouncilProject Update#1 #2#3Part I: Discussion and DiscoveryPart I is about learning from and listening to the Steering Committee, Work Groups, and other stakeholders; analyzing the study area and understanding the work done to-date; appreciating the larger dynamics of the area; and clearly defi ning the opportunities. An initial Community Workshop is held to conduct work group discussions/downloads, and a public meeting/presentation is hosted by the Steering Committee and the Consulting Team. Part II: Ideas and OptionsPart II focuses on developing ideas and options that address the specifi c issues raised by the Steering Committee, stakeholders, and the public process. The Consulting Team conducts a three-day Community Workshop (to be held in the study area) that will include Steering Committee meetings, focus group meetings, stakeholder interviews, team work sessions, and conclude with a public meeting/presentation.Part III: Decide and DeliverPart III consolidates all the comments, ideas, and options into a preferred direction. This part includes a third Community Workshop and public meeting. The Consulting Team prepares a summary document that may be widely distributed via a variety of sources (i.e., print, web, etc.) and a Sketch-up 3D model of the area with preferred options.Project Schedule: Th e project schedule was organized around three community workshops.Page 554 of 1184 11Th e Steering Committee and Executive Committee have worked closely with the Consulting Team to facilitate a process that focused on key issues, opportunities, and recommendations. Th e process worked with the Steering Committee that met on a regular basis to guide the Consulting Team. A sub-committee of Work Groups addressed Land Use/Community Design, Community Needs/Public Realm, Transportation/Infrastructure and Real Estate/Finance. Th ese groups put an incredible amount of eff ort into initial background information and research, defi nition of issues, and discussion about ideas and options. A key component of the project was a series of Community Workshops held in September, October and November, 2011, that hosted a range of community stakeholders either in interviews, focus groups, program meetings and at public meetings.Th e community participation process included these primary groups of participants: Steering Committee, Executive Committee, work groups, City staff , focus groups (land owners, neighborhoods, public offi cials, schooldistrict, institutions, city departments, business operators, and others as identifi ed during the process), Plan Commission members, City Council members and the Mayor.4/05/122. Thoughts and InteractionsSummary of Participation ProcessThe Public Participation Process: Th e public participation process included Steering Committee meetings, work group meetings, public meetings, focus groups meetings, and program groups meetings throughout the fall of 2011.Page 555 of 1184 4/05/123. Patterns for a Neighborhood CenterPage 556 of 1184 134/05/123. Patterns for a Neighborhood CenterConcept DiagramsIntroduction Create “go to” and “stay at” usesConnect throughoutEasy to get to; easy to get aroundPrinciple #2 in the GrandView District Small Area Guide Plan is about “enhanc(ing) the District’s economic viability as a neighborhood center with regional connections.”Th e Guide Plan also suggests that “Th e District serves primarily as a neighborhood (rather than regional) center.” Based on Steering Committee and Public input, this idea has broad appeal. But what do we mean by neighborhood center and how does that fi t with specifi c expectations and outcomes for the GrandView District?“Neighborhood feel,” “pedestrian friendly,” and “safe and connected” describe the desired character for the District. But the basis for these words lies in a clear vision for the key elements, or systems, that defi ne place...and further set the framework for future and ongoing development at GrandView. Th ese elements include Land Use, Transportation and Movement, the Public Realm and Sustainability, and will be described and illustrated in more detail in this chapter.Neighborhood CenterPage 557 of 1184 144/05/123. Patterns for a Neighborhood CenterHighway 100 and the rail corridor. Arcadia is seen as a more residential street with a range of condo, apartments, and multi-level townhouse types. Mixed-use and offi ce buildings are anticipated and may be oriented to Vernon and/or south toward Eden and the Our Lady of Grace (OLG) fi elds, a signifi cant open space that is a visual amenity to the greater district.Vernon is assumed to remain more convenience-and service-oriented with improved pedestrian sidewalks/connections, safer street crossings (especially to the adjacent neighborhood), bike lanes, and better organized/managed traffi c fl ow and parking. Both Eden and Vernon are anticipated to employ Complete/Living Street principles that emphasize the place-qualities of streets.Across Highway 100 to the east, the Vernon/50th/Eden alignment culminates with City Hall; long term uses are assumed to accommodate a greater civic/community presence when/if the Highway 100 interchange is reconfi gured as a split-diamond facility.Goals• Develop and improve the district as three smaller “villages” that are connected physically and by a signature character and identity.• Recognize the need for a range of housing types and choices and address those markets that also reinforce the District vision.Land UseLand use in the District is currently focused on convenience retail and service uses that are visible from Vernon Avenue. Th e majority of these uses are auto-oriented and are accessible from Vernon and Gus Young Lane. Th e exception is the GrandView Square development that includes residential, offi ce, and civic uses organized around a central green space. Th e Comprehensive Plan identifi es the GrandView Heights District as a mixed-use center character area, a potential “area of change” and guides future land as a mixed-use center. Th e Comprehensive Plan also says that “the District is in the process of evolving from a somewhat scattered auto-oriented district to a more integrated mixed of uses.”Th e over-arching concept is to support the “go-to” uses (auto-oriented) while anticipating more “stay-at” uses (pedestrian-oriented), and to improve future use and built form around three key civic “centers”: • City Hall• Library• Community Commons (civic building and green space)Th e future land use plan proposes a broader mix of uses arranged around a new central green space (GrandView Green) located on the public works site and fronting Arcadia. Th e plan emphasizes a mixed-use sub-area between Vernon/Eden/• Emphasize the connection to Minnehaha Creek.• Create a recognized, visible arts identity and provide space/place for greater community arts users and producers.• Address needs of underserved populations (teens, singles, seniors, etc.).• Establish a community commons as a multi-purpose facility for a wide audience (e.g., whole body, whole life, health and wellness) and as a focal point and central gathering place that connects City Hall to the east with the Library to the southwest. • Celebrate the “Birthplace” of Edina, the Mill, and record the oral history of GrandView Heights; tell the stories.• Emphasize a pedestrian-oriented sense of place that produces an appropriate scale and function, and preserves surrounding views. • Support economic growth and community stability by providing accessible and effi cient connections between home, school, work, recreation, and business destinations through improved pedestrian and vehicular environments throughout the area.Page 558 of 1184 154/05/123. Patterns for a Neighborhood CenterLand Use Land Use PlanVernon AveEden AveArcadia AveHwy 100Public Neighborhood Commercial Mixed-use CenterOffi ceMedium/High Density ResidentialPage 559 of 1184 164/05/123. Patterns for a Neighborhood CenterLand Use Vernon AveEden AveArcadia AveHwy 100Illustrative Master PlanExisting BuildingsPotential DevelopmentProposed Civic Community BuildingsPage 560 of 1184 174/05/123. Patterns for a Neighborhood CenterLand Use Potential Build-OutVernon AveEden AveArcadia AveLibraryHwy 100City HallPage 561 of 1184 184/05/123. Patterns for a Neighborhood CenterLand Use Arcadia Avenue Looking NorthPage 562 of 1184 194/05/123. Patterns for a Neighborhood CenterPublic Works SiteLand UseDevelopment3.6 acres Site28,000 SF Public Green24 units Condominium42 units Apartments50,000 SF Community/Civic16 units TownhousesParking200 spaces Park and Ride200 spaces Community Use158 spaces Multi-familyTh e public works site is located in a central point of the District and is seen as the “commons” for how the District vision will be realized. Uses proposed include the community green space located on top of a parking garage that supports area businesses, civic uses, and serves as a Metro Transit park and ride structure; a community/civic building anchoring the green; and a variety of residential uses including condominiums, apartments, and townhouse building types. Townhouse units are envisioned to front Arcadia as a building type that can incrementally “step-up” the hill, providing a character unique to the District.Public GreenCommunity CenterCondominiumsApartmentsTownhousesTownhousesArcadia AvePublic Works SitePublic GreenCommunity CenterCondominiumsApartmentsTownhousesEden AveArcadia AveEden AveA form-based code can guide desired building use and frontage.Page 563 of 1184 203. Patterns for a Neighborhood Center4/05/12Land UsePublic Works Site Looking SoutheastGrandView CrossingArcadia AveEden AveHwy 100Page 564 of 1184 214/05/123. Patterns for a Neighborhood CenterProposed North-South SectionProposed East -West SectionLand UsePublic Works SiteGrandView Green Space on top of Parking StructureGrandView Green on top of Parking StructureNew frontage road on west side of Hwy 100ArcadiaOLGHwy 100Rail ROW Existing City RampJerry’sCommunity CenterCondominiumsTownhousesParkingEden AveGrandView CrossingPage 565 of 1184 224/05/123. Patterns for a Neighborhood CenterBus Garage SiteLand UseEden Ave5,000 SF Retail42,000 SF Offi ce175 spaces ParkingDue to the elevation change, this site lends itself to supporting a number of commercial and retail uses by adding a small, one level parking structure contiguous to and south of Jerry’s. Th is structure would work with the existing topography to allow better access to the Jerry’s loading area and to provide additional parking to support the grocery and needed parking at grade. Th is site could also accommodate a drive-thru use such as a small community bank, cleaners, or coff ee shop.ParkingRetailOffi ce/RetailOffi ceParkingEden AveJerry’sPage 566 of 1184 233. Patterns for a Neighborhood Center4/05/12Bus Garage Site Looking NortheastLand UseEden AveJerry’sPage 567 of 1184 244/05/123. Patterns for a Neighborhood CenterLand UsePhase 1From a land use perspective, a number of immediate steps can be taken to set the stage for new investment in the District. Th ese include: • Policy changes to the Comprehensive Plan (the Small Area Plan is intended to update the Comprehensive Plan).• Potential zoning revisions that could include a form-based code to regulate desired public realm, building frontages, and building height.• Identifi cation of Eden and Vernon as early candidates for application of Living Streets principles.• Policy direction that guides overall sustainability of the District, including consolidated reuse/recycling, stormwater management, etc.• Policy direction that guides how new public and private investment may be supported with a variety of fi nancing tools.Th e public works site (public green space and a community/civic building) and the bus garage site are the two key parcels that can “jump-start” the redevelopment process. In particular, the ability of the public works site to provide a fee simple, unencumbered asset will allow civic/community and private and public realm uses to be realized early, and will demonstrate the leverage identifi ed in the Guiding Principles to support a variety of next steps. Th is could include a Metro Transit park and ride facility as a way to provide a parking structure that would also serve as the GrandView Commons (community/civic building/public green).In similar fashion, the bus garage can be a major pivot point for how a number of land use decisions may play out and will act as a land use “connector” along Eden. Th is site may need to be readied for development sooner than the public works site in order to accommodate a series of land use transitions that will help the larger District vision implementation. A third component of an early phase would be the development of the Wanner site currently owned by Our Lady of Grace as potential residential, offi ce, or retail uses.In support of these anticipated land use changes, new street confi gurations/alignments, circulation patterns, and streetscape/pedestrian improvements along Eden will complete a bike and pedestrian network and support the anticipated land use changes with improved automobile circulation and management.12637451. Public Works2. School Bus Garage3. New Bridge/Street4. Wanner Site5. Jerry’s Site6. Jerry’s Site7. City Ramp AccessPage 568 of 1184 254/05/123. Patterns for a Neighborhood CenterLand UsePhase 1Hwy 100Eden AveArcadia AvePhase 1 DiagramA. Public Works Site• Community Commons: GrandView Crossing (street) GrandView Green Community/Civic building• Arcadia steps• Community/Civic building• Variety of residential building types• Structured parking• Park and ride structureB. Bus Garage Site• Multi-level parking• Retail/service/offi ce useACBEDVernon AveCommunity Green Space on top of Parking StructureHousingWanner/OLG PropertyTh e following chapter on Implementation is included as one example of anticipating an initial, or Phase 1, increment and associated preliminary range of costs. Th ese numbers are not detailed costs but represent one possible range of expenditures that are included here to illustrate levels of funding (and investment) of various components. Th e Phase 1 diagram and following spreadsheets for the public works site, the bus garage site, and local street improvements will vary depending on actual funding sources, timing, program, and other factors (e.g., cost of materials and labor) that cannot be determined at this time. See Appendix.C. Wanner Site• Townhouses fronting OLG open spaceD. Eden Avenue Streetscape• Bus stop integrated• Boulevard organizes intersection alignmentsE. Jerry’s Streetscape• Pedestrian enhancements• Streetscape• Stormwater treatmentPage 569 of 1184 264/05/123. Patterns for a Neighborhood CenterPublic RealmPublic realm refers to all land and area under the ownership of the city. Th is includes city streets and rights-of-way (ROW), parks and open space, and parcels of land or other assets that are used to provide individual and collective benefi t and amenity to all residents and the general public. Th e greater value and power of the public realm is its ability to connect neighborhoods, businesses, schools, and parks and open space into a larger whole greater than the sum of the individual elements. Streets and ROW make up a major (and connected) portion of the public realm and represent a signifi cant opportunity to enhance and connect the community. It is critical to view streets, then, not as just conveyors for automobiles but also as multi-modal facilities that provide democratic accessibility for all and as form-givers and green space that increase the livability of the community. Th e result should be a greater sense of green throughout the District.Goals• Acknowledge “no net loss,” yet aggressively seek new public space.• Improve the bike and pedestrian environment: make it safe and friendly, and include adequate parking area for bikes.• Create a community/civic building connected to GrandView Green (an outdoor public green space) that connects east and west and serves as an indoor/outdoor gathering space.• Create a prominent public realm of connected parks, green space, paths, plazas, and private open space – a legible green framework as the primary form giver.• Provide views within the District and maintain important viewsheds (such as the “grand view”) for public use.• Plan for a safe, comfortable pedestrian environment that links public and private destinations north-south (neighborhoods, library, businesses) and east-west (neighborhoods, businesses, commons, City Hall).Images (top to bottom): Osaka, Japan; Montreal, Canada; and New York, New York.Page 570 of 1184 274/05/123. Patterns for a Neighborhood CenterPublic RealmA. GrandView CommonsB. GrandView StepsC. GrandView CrossingD. Arcadia StreetscapeE. Gus Young StreetscapeF. Arcade ConnectionG. Vernon StreetscapeH. Eden StreetscapeABCDFHHGEVernon AveEden AveArcadia AveHwy 100HankersonSummitSunnyslopeW Frontage RdSherwoodBrooksideDale DrE. Frontage Rd52nd St51st StPublic Realm / Open Space DiagramPage 571 of 1184 284/05/123. Patterns for a Neighborhood CenterPublic RealmGrandView Commons For GrandView, the public works site provides a unique and singular opportunity to create a major new public realm amenity that will add interest to the area for all stakeholders, value to real estate, and provide a signature gathering place in the heart of the District. Beyond that, an even greater opportunity exists then to continuously link the businesses and destinations within the District to the surrounding neighborhoods and the city in general. Th is can begin immediately by simply investing in a safe and connected public sidewalk network, increment by increment. Th e larger vision of the public realm includes a community/civic building and GrandView Green, a connected network of public parks, public and private plazas, a new street (GrandView Crossing), sidewalk and streetscape improvements, and bike and pedestrian facilities. Th is should include bridge enhancements on Eden over Highway 100, a pedestrian and bike bridge connecting the Commons with City Hall, and the potential to connect Eden and Brookside with local a bike path within the Canada Pacifi c Rail ROW.Montreal public green: Th is public green suggests the appropriate scale and character of GrandView Green.Page 572 of 1184 294/05/123. Patterns for a Neighborhood CenterPublic RealmGrandView Commons: GrandView Commons includes GrandView Crossing, GrandView Green, and a new community/civic building.Social InteractionExercise and FitnessClassroomTeen ActivityBanquet and ReceptionHistory / InterpretivePerforming and Visual ArtsMeetingsFood Prep / Community Oven Retail / IncubatorGrandView CrossingPedestrian BridgeGrandView GreenCivic BuildingArcadia AveHwy 100GrandView Community Commons DiagramWhat / Who Populates the Commons?Page 573 of 1184 304/05/123. Patterns for a Neighborhood CenterPublic RealmVernon , Eden, Sherwood, LibraryEden AveEden AveLibraryTh e plan here is to focus on improving pedestrian connections between the Library/Senior Center and Jerry’s, via a more street-like character that extends north from GrandView Square Street, including a well-defi ned pedestrian crossing at Eden. Sherwood is shown as a conversion for additional parking and may still allow movement through the area, though at a very reduced rate of speed. Th is conversion allows a small green space to connect the Library to Vernon.1. Conversion of Eden Avenue would provide 50 additional parking spaces.2. A small green space connects the Library to Vernon giving the civic building an “address” on Vernon.3. Pedestrian crossings are created or enhanced to provide safe and visible locations (51st, 52nd, and 53rd Streets) on Vernon and to the west of the bus garage site on Link to cross the street.4. Th e GrandView Square area is connected to Jerry’s and beyond through the use of a streetscape that provides a well-defi ned pedestrian system as well as a more organized parking and circulation pattern.5. Any additional street and block improvements (including curb cuts and /or traffi c signals) should be considered after improvements have been made to Vernon and appropriate traffi c and parking studies have been completed (also refer to potential alternatives in the appendix)1123334Vernon AveGrandView SquareSherwoodBrookside52nd St53rd St5LinkPage 574 of 1184 314/05/123. Patterns for a Neighborhood CenterPublic RealmEden AveLibraryGrandView SquareVernon AveLibrary Site Looking EastPage 575 of 1184 324/05/123. Patterns for a Neighborhood CenterArcadia AveVernon AveGus Young LnJerry’sGrandView CrossingPublic RealmVernon, Gus Young, Interlachen Interl ac h e n Th e plan recommends a number of street and traffi c improvements that will provide greater predictability for the management of traffi c, thereby creating a safer environment for bikes and pedestrians. Th is is made possible by building a new street (GrandView Crossing) and bridge (over the CP Rail corridor) that will connect Vernon east to Arcadia and then paired with Gus Young to create a one-way street pattern. Anchoring the public realm is the GrandView Green, an approximately one-half + acre public space located on the north end of the public works site.1. New street and bridge connection (GrandView Crossing).2. GrandView Green public space and outdoor gathering area.3. Gus Young (westbound)and GrandView Crossing (eastbound) are combined to create a one-way street pair.4. Left turns from southbound Vernon to Gus Young are removed.5. Improved pedestrian crossings on Vernon.6. Complete Streets principles application would transfer Vernon into a 3-lane section with bike lanes and pedestrian improvements.7. Pedestrian plaza/bridgehead and future bike/pedestrian bridge connection over Highway 100.8. Public steps of Arcadia.1233455678SummitCommunity / Civic BuildingCity Parking RampPage 576 of 1184 334/05/123. Patterns for a Neighborhood CenterCity HallPublic RealmVernon AveEden AveCity HallHwy 100Sunnyslope RdDale DrWith the future addition of the split-diamond interchange for Highway 100, the east side could see some signifi cant changes with the public realm, land use, and improved pedestrian/bike environments.1. Frontage road associated with the split-diamond interchange.2. Excess land from Minnesota Department of Transportation (MnDOT) could be used for underground parking (with a green roof deck) and future community/civic use.3. Strategy would provide an improved/expanded Frank Tupa Park and setting for the historic Cahill School and Grange Hall.4. Grange Road alignment is “rationalized” to provide a more effi cient parking layout and allow for a small civic green (5) in front of City Hall.5. Pedestrian/bike bridge connects to west side of Highway 100.6. Eden is shown as a “parking” street to provide additional supply for City Hall.2456314Page 577 of 1184 344/05/123. Patterns for a Neighborhood CenterTransportationTh e GrandView area street and movement network is primarily composed of Vernon/50th Street (reliever/augmenter arterial), Eden (local street, state-aid facility) and the multiple ingress/egress ramp system of Highway 100 (designated a principal arterial). Th ere are other local streets, but most provide limited service (such as Summit Avenue) or access that dead ends (such as Brookside off Eden). Th e highway interchange has several on and off ramps that, according to MnDOT, are redundant and/or unsafe. Vernon is a county facility that, south of Interlachen, has seen a reduction of average daily traffi c over the past 10 years. Eden provides a secondary connection within the District east and west over Highway 100. Eden is designated the primary bike route through the District; Vernon and Interlachen are designated as secondary routes.Th ere are two major recommendations that support the overall movement and transportation goals of the plan. First, the Framework proposes that the Highway 100 interchange be reconfi gured into a split-diamond interchange to better manage through-traffi c and to provide improved local access/circulation via frontage roads east and west of the highway. Over time, this would provide a more connected local system (i.e., more local streets) with direct access to Highway 100 via the frontage roads. Second, the Framework proposes a new east-west street along the north half of the public works site (spanning the CP Rail corridor) connecting to Arcadia from Vernon, that would be paired with Gus Young Lane to provide a one-way circulation pattern. It would operate as one-way in (eastbound) from Vernon on the new GrandView Crossing, and one-way out (westbound) to Vernon/Interlachen on Gus Young Lane. Th is pattern would eliminate the left hand turn from Vernon (southbound) to Gus Young Lane.Bike improvements would focus on more lane area and identifi cation along Vernon and Eden, consistent with Living and Complete Streets principles. Over the long term, east-west bike and pedestrian access would be improved by adding a new bridge over Highway 100 that would connect the GrandView Commons to Tupa Park, City Hall, and the Minnehaha Creek mill area. In addition to more bike parking facilities in the District, the plan recommends an off -road option within the District: an at-grade bike path alongside the CP Rail ROW from Eden connecting to Brookside.Functional Class • Highway 100: Principal Arterial.• 50th Street: A Minor Augmenter.• Vernon Avenue: B Minor Connector.• Interlachen Boulevard: Major Collector.• Eden Avenue: Local Street.Traffi c Volume• 13,000-23,000 AADT along West 50th Street/Vernon Avenue.• 4000-8000 AADT along Eden Avenue.Goals • Support a more effi cient, compact, and safe interchange access to Highway 100 from Vernon and Eden.• Create a more bike and pedestrian friendly environment by applying Complete Streets and Living Streets principles to Vernon, Eden, and the local street network.• Create an improved circulation and access network between public streets/parcels and private development/destinations.• Create an enhanced parking environment that, in part, depends on shared, centrally-located District parking supplies.• Partner with Metro Transit to implement a community-scale Park and Ride and bus turnaround loop in the area.• Complete the historical transition of Vernon from old Highway 169 to a local District street.• Identify and implement a demonstration project for “Complete/Living” streets principles.• Provide additional auto, bike, and pedestrian connections east and west in the District.• Maintain and improve parking, access, and circulation in the short term for convenience, retail, and service uses.• Complete the pedestrian and bike system. Make bikes and pedestrians a priority and allow for a safe crossing over Highway 100.• Take a leadership role related to the Highway 100 interchange. Build the “reason platform” for multi-modal access and gateways.• Preserve the CP Rail corridor for future, possible public transit, and non-motorized movement/connection in the District.• Reduce congestion by providing safe travel choices that encourage non-motorized transportation options, increasing the overall capacity of the transportation network.Page 578 of 1184 354/05/123. Patterns for a Neighborhood CenterComplete/Living Streets improvementsPrivate streetscapesSplit diamond interchangeNew / improved bridgesTransportationVernon AveEden AveArcadia AveHwy 100District Street FrameworkTh e movement framework for the District begins with addressing policy issues like the adoption of the Living Streets principles and applying Hennepin County’s Complete Streets policy, as well as considering larger and more long term ideas like reconstructing the Highway 100 interchange using a “split diamond” confi guration. Th is approach accomplishes a number of objectives that meet the District Principles and provides an incremental approach to addressing change over time. Th e existing slip ramp location off the southbound ingress ramp would be retained but would be combined with an additional connection to Gus Young as part of the one way frontage road system. Traffi c would be controlled at four signalized intersections. In the short term, there is an opportunity to begin implementing streetscape, bike, and pedestrian improvements. Another important recommendation is to implement the GrandView Crossing/Gus Young one-way street pair that will help manage traffi c access and circulation in the upper core of the District. Page 579 of 1184 364/05/123. Patterns for a Neighborhood CenterTransportationDistrict Street FrameworkExistingProposedPage 580 of 1184 374/05/123. Patterns for a Neighborhood CenterTransportation Highway 100 and West Frontage Road Looking WestVernon AveEden AveHwy 100Page 581 of 1184 384/05/123. Patterns for a Neighborhood CenterTransportationParking• Consider the use of the current city parking ramp (located behind Jerry’s) to accommodate future park and ride patrons and general parking district supply; increase the capacity of this structure in the future if economically possible/practical.• Th e public works site should be considered as a location for a Metro Transit park and ride facility as a way to provide parking to weekly commuters and to provide parking for a community/civic building, public green, residences and other uses. In addition, the top level (deck) of this structure is intended to serve as the GrandView Green, the major public realm amenity in the district.• Additional parking (structure) is proposed to the south and contiguous to Jerry’s grocery store to provide better service access to the loading area and provide additional parking supply.Parking beneath buildingsNew access to existingSurface lotsExisting rampDirection of traffi cVernon AveEden AveArcadia AveHwy 100PPPage 582 of 1184 394/05/123. Patterns for a Neighborhood CenterTransportationPark and Ride OptionsABCLocationSpaces NotesA Use existing ramp244 Access issuesC New ramp in “cloverleaf”n/a Long termB New ramp on public works site200 Fee simple587 Express RouteExisting bus stopsVernon AveEden AveArcadia AveHwy 100Metro Transit operates the #587 Express route through the GrandView District before turning north on Highway 100 to downtown. Th ey have a well documented market that they serve in southwest Edina, and board riders on a daily basis who are parking in front of the library, in the city ramp, and in front of a number of businesses. Th ey are highly motivated to locate a “community” scale park and ride facility that would accommodate no more than 200 cars. At least two sites have the potential to serve this need: the existing city ramp and a potential structure on the public works site. Th e existing city ramp is currently undergoing a construction project (new water treatment plant on the ground fl oor) and according to the city, this would make adding additional levels problematic. Access will also be an issue as well when the new GrandView Crossing is built. Th e city does think additional parking could be located over Brookside behind and east of Jerry’s.Under the right conditions and with some minor improvements, the public works site could be converted into a park and ride lot tomorrow. Th is would be an interim solution (a similar scenario involving the site as an interim use for the Edina bus garage could also be considered). Th e advantage of locating a park and ride on the public works site is that it is a fee simple site that could be used with little change to existing conditions. In general, a park and ride could provide a surplus of parking during nights and weekends, and serve overfl ow parking in the District as well.Page 583 of 1184 404/05/123. Patterns for a Neighborhood CenterTransportationVernon Avenue Right-SizingSouth of the Interlachen intersection, Vernon Avenue would be reconfi gured into a three lane, divided section that would better accommodate local traffi c movement, provide a dedicated bike lane, and capture some of the ROW for pedestrian improvements and street crossings.sidewalk8’sidewalk8’boulevard6’boulevard6’bike lane6’bike lane6’drive lane12’medianvariesdrive lane12’Proposed Section for Vernon AvenueExisting Section for Vernon Avenuedrive lanedrive lane12’12’drive lanedrive lane12’12’Vernon Avenue Looking South: A new three lane section would allow additional space for bikes and pedestrians, and provide controlled left turn lanes.Page 584 of 1184 414/05/123. Patterns for a Neighborhood CenterHighway 100 ImprovementsTransportationShort Term ImprovementsLong Term ImprovementsNew rampsEliminated rampsSignalA major proposal involves the short term and long term confi guration of the Highway 100 interchange. Th e plan proposes a “split-diamond” arrangement that would manage access on and off the highway at signalized intersections. Th ese intersections would be at Vernon and Eden, and would connect with parallel, one-way frontage roads. Th is confi guration would allow regional traffi c to clearly and safely access the highway and still move into the District with predictability and safety. Long term prospects might include the transfer of unused MnDOT ROW for local and community uses such as civic building sites, future bus rapid transit support, parking, and open space.Page 585 of 1184 424/05/123. Patterns for a Neighborhood CenterBicycle ImprovementsTransportationPrimary bike routesSecondary bike routesTrail (on CP ROW)Vernon AveEden AveArcadia AveHwy 100Bike lanes are shown for Vernon, a secondary bike route, and Eden, a primary bike route, through the District. Th e lanes are shown with enhanced paint and striping as well as additional lane area. A potential bike facility using the CP Rail right-of-way or adjacent land could connect Eden, at grade, to Brookside, thereby providing an off -road option to move through the District.Page 586 of 1184 434/05/123. Patterns for a Neighborhood CenterTransportationBicycle ImprovementsEden AvenueVernon between Eden and Interlachen Vernon south of EdenExistingExisting ExistingProposedProposed ProposedPrecedentPrecedentPage 587 of 1184 444/05/123. Patterns for a Neighborhood CenterSustainabilityOne dictionary defi nes sustainability as:• Th e ability to be sustained, supported, upheld, or confi rmed. • Th e quality of not being harmful to the environment or depleting natural resources, and thereby supporting long term ecological balance.For GrandView, sustainability is about how the natural and manmade environments coexist in a way that limits and/or prohibits harmful impact on the environment now and for generations to come. But it also has meaning for how the community and businesses will be sustained, supported, and upheld. One is not isolated or independent from the other; a comprehensive, long term defi nition of sustainability should guide how the District and the community move forward with goals, recommendations, and actions.Recent Activities Sustainability is a broad and deep subject that is constantly being refi ned from principles and policies to products and practices to fi nancing and implementation—perhaps so much so that it may seem diffi cult to determine where to begin and what next steps should be taken. For GrandView, it seems practical to review some of the recent decisions and actions the city has taken that will provide a foundation for how the District will grow, change, and redevelop.• Edina Energy & Environment Commission: Solar/wind ordinance amendments task force. City staff is reviewing proposed ordinance. • PACE Financing: Th e Edina City Council unanimously adopted the Edina Emerald Energy Program November 15, 2011, making it the fi rst Minnesota city to take advantage of Property-Assessed Clean Energy (PACE) legislation. PACE, which was approved by the state Legislature in 2010, allows property owners to have the cost of energy effi ciency and conservation improvements assessed to their property and paid alongside property taxes. GrandView Tire & Auto, 5415 70th Street West, used the tool for the necessary fi nancing to install a 27-kilowatt solar panel system on the already green auto shop’s roof.• New Public Works Facility: Th e public works building was built with sustainability in mind. It has geothermal heating and cooling and used recycled materials, and its landscape was designed to minimize the development’s impact on the environment. A rain garden at the corner of 74th and Metro Boulevard holds and infi ltrates water from sloping parking lots with curb cuts to direct the water to native grasses and plants.• City Hall: Installation of solar panel project in Fall of 2011.• City Council Living Streets policy: Recommendation of the Edina Transportation Commission (ETC) to establish a comprehensive Living Streets Policy that integrated all modes of transportation and addressed issues such as traffi c calming, stormwater management, promoting active living, community feel, improving walking and biking, and enhancing urban forests. If approved by the Council, the ETC would work in collaboration with staff to prepare the policy for the Council’s future consideration. Mr. Sullivan reported a $15,000 grant was available to initiate the creation of this policy, which may cost $60,000-$100,000 to complete. • Adoption of MinesotaGreenStep Cities program, 2011: On January 18, 2011, Edina passed a council resolution to become a member of the Minnesota GreenStep Cities program. Minnesota GreenStep Cities is a voluntary challenge, assistance, and recognition program to help cities achieve their sustainability goals through implementation of 28 best practices. Each best practice can be implemented by completing one or more specifi c actions from a list of four to eight actions. Th ese actions are tailored to all Minnesota cities, focus on cost savings and energy use reduction, and encourage innovation.Page 588 of 1184 454/05/123. Patterns for a Neighborhood CenterSustainabilityGreenstep’s 28 Best PracticesBuildings and Lighting1. Effi cient Existing Public Buildings: Work with utilities and others to assess and fi nance energy and sustainability improvements of existing structures.2. Effi cient Existing Private Buildings: Work with utilities and others to assess and fi nance energy and sustainability improvements of existing structures.3. New Green Buildings: Construct new buildings to meet or qualify for a green building standard.4. Effi cient Building & Street Lighting and Signals: Improve the effi ciency of public and private lighting and signals.5. Building Reuse: Create economic and regulatory incentives for redeveloping and repurposing existing buildings before building new.Land Use6. Comprehensive Plan and Implementation: Adopt a Comprehensive Plan and tie regulatory ordinances to it.7. Effi cient City Growth: Promote fi nancial and environmental sustainability by enabling and encouraging higher density housing and commercial land use.8. Mixed Uses: Develop effi cient and healthy land patterns.9. Effi cient Highway-Oriented Development:Adopt commercial development and design standards for highway road corridors.10. Conservation Design: Adopt development ordinances or processes that protect natural systems.Transportation11. Complete Green Streets: Create a network of multi-modal green streets.12. Mobility Options: Promote active living and alternatives to single-occupancy car travel.13. Effi cient City Fleets: Implement a city fl eet investment, operations, and maintenance plan.14. Demand-Side Travel Planning: Implement Travel Demand Management and Transit-Oriented Design.Environmental Management15. Purchasing: Adopt environmentally preferable purchasing policies and practices.16. Urban Forests: Increase city tree and plant cover.17. Ecologic Stormwater Management: Minimize the volume of and pollutants in rainwater runoff .18. Parks and Trails: Enhance the city’s green infrastructure.19. Surface Water Quality: Improve local water bodies.20. Effi cient Water and Wastewater Facilities: Assess and improve drinking water and wastewater facilities.21. Septic Systems: Implement an eff ective management program for decentralized wastewater treatment systems.22. Solid Waste Reduction: Increase waste reduction, reuse and recycling.23. Local Air Quality: Prevent generation of local air contaminants.Economic and Community Development24. Benchmarks & Community Engagement: Adopt outcome measures for GreenStep and other city sustainability eff orts, and engage community members in ongoing education, dialogue, and campaigns.25. Green Business Development: Document the use of assistance programs for green business and job development.26. Renewable Energy: Remove barriers to and encourage installation of renewable energy generation capacity.27. Local Food: Strengthen local food and fi ber production and access.28. Business Synergies: Network/cluster businesses to achieve better energy, economic, and environmental outcomes.Page 589 of 1184 464/05/123. Patterns for a Neighborhood CenterSustainability Goals• Take a position on sustainability; be a model for city wide sustainability.• Defi ne incentives to attract “Best-in-Class” development that deliver highest levels of sustainable design.• Take advantage of “free” resources: wind, rain, and sun.• Reduce heat island eff ect and create a pedestrian environment that is pleasant, shaded, and visually interesting.• Address stormwater runoff in all phases and facets of the District.• Build on existing infrastructure.• Take advantage of available partnerships/funding.• Create District (not separate site) solutions.• Apply GreenStep Best Practices.RecommendationsA number of recommendations should be considered for the District and emerge from what is being done by the City Council, Energy & Environment Commission, Transportation Commission, Planning Commission, other boards/commissions, and various stakeholders. Th e GreenStep Cities best practices are an obvious start to how these apply to the District. Beyond that, it will be important to defi ne the District in an organizational manner so that roles and responsibilities can be defi ned and actions coordinated. A good example would be how a District committee on sustainability could begin to defi ne the “GrandView Works”—a sustainable practices approach for how water, waste, and energy are addressed from a District point of view.For GrandView, there are three levels of approach and opportunity that build from what is being done today in the District (in some cases by individual businesses or owners) and lay the groundwork for a sustainable strategy:1. Work from existing strengths and build the foundation• Respond to existing plans, policies, and best practices already in place (local, county, and regional policies).• Educate District stakeholders about best practices, case studies, etc.• Establish a general communications structure and forum for what is being done.• Consider new policy to focus on redevelopment areas like GrandView with sustainability guidelines.• Stormwater management policy at the District level (works with both watersheds).• Pilot project(s) for solar light installation (pedestrian and parking areas).2. District Systems• Stormwater strategy under parking collection/storage/treatment/reuse.• Recycle/reuse building materials (after demolition).• Grey water use.• Trash collection and recycling within the District beyond what is currently required by the city.• Consolidated organic recycling focused on restaurants in the area.• Generate alternative power for specifi c uses/needs.• Green and white roofs.3. Closed Loops• Recycled stormwater into drinking water supply.• Recycled grey water into drinking water supply.• Off -the-grid.• Green buildings—zero carbon.Page 590 of 1184 474/05/123. Patterns for a Neighborhood CenterSustainability Page 591 of 1184 4/05/124. Moving Forward with a PurposePage 592 of 1184 494/05/124. Moving Forward with a PurposeImplementation Strategy1. Adopt the framework as a part of the Comprehensive Plan.As a policy document, the Comprehensive Plan off ers the ability to guide future development in the GrandView District even in the absence of more defi nitive plans. Once adopted, the framework provides signifi cant context for determining further directions and actions in the GrandView District.2. Establish an Implementation Steering Committee using citizen volunteers to guide the eff ort, including providing direction for key remaining areas of the framework, with working groups as needed to support the work of the Implementation Steering Committee.An over-riding objective of the GrandView District planning process is to utilize local citizens as experts in defi ning directions for an area identifi ed in the Comprehensive Plan as a location where the potential for change exists. With signifi cant investment of time, talent, and energy, in addition to the local knowledge that has been developed through the Small Area Guide process and the Small Area Plan process, it is logical that the process of planning using local citizens to guide the process should continue. Th e process to be pursued should, as in past eff orts leading to the framework, be defi ned by the citizen volunteers.5. Set a plan for the evolution of the District.Th e planning process was established with the understanding that the GrandView District would redevelop incrementally in concert with a vision defi ned by the community. A key aspect of the plan, and one that can be best defi ned once several of the decision points in Step 4 (above) have been advanced, is to determine a logical, sustainable, and reasonably defi nitive plan for its evolution.6. Provide regular updates to the City Council.A Steering Committee charged with guiding the further development of a plan for the GrandView District cannot act independently of other actions of the city, just as the area itself cannot evolve independent of the rest of the Edina community. With regular updates, the evolving plan can be assured that it aligns with other policies of the city.3. Evaluate the GrandView District small area planning process as a means of engaging citizens in local planning.As indicated in the Comprehensive Plan, several areas of potential change remain in the community. An objective review of the GrandView process will allow the city to determine whether it should be replicated, modifi ed, or abandoned as a local planning tool. 4. Initiate a process led by the Implementation Steering Committee to provide direction for key remaining areas of the framework.Remaining key decision points, many of which are interrelated but all of which must be defi ned in terms of the approved framework, include:• Transportation elements• Density and height• Housing aff ordability• Financing• Design and development guidelines• Community BuildingPage 593 of 1184 504/05/124. Moving Forward with a PurposeImplementation1-5 years5-10 years10+ yearsVernon AveEden AveHwy 100Generalized Phasing PlanA generalized phasing plan is shown that organizes phasing into three simplifi ed increments with the understanding that a variety of conditions will infl uence actual investment and implementation.1. Policy and RegulationTh is Framework recommends (consistent with the Comprehensive Plan) that the District evolve from a Community Commercial Node (pg. 4-31 Comprehensive Plan) into a mixed-use center. However, the Plan also suggests a vision that may not be completely consistent with current zoning including how use, built form, and parking may be regulated. Concurrent with other implementation activities, zoning revisions, including the potential use of a form-based code and design guidelines will be addressed by the Implementation Steering Committee after approval of the Framework by the City Council. 2. Phasing, Development & FinanceTh e following graphic begins the discussion about how to best arrange and prioritize the public land parcels (public works site and school bus garage site) so that new investment and redevelopment can occur in a timely manner and in response to market and community forces. Central in this discussion is the school bus garage site which, when a new garage site can be found, can include new commercial/offi ce uses, replacement of existing uses, expansion of businesses in the district currently in need of more space (such as the municipal liquor store), and parking. Th is could help set the stage for how next steps could be accomplished including initial investment on the public works site, parking and circulation enhancements/additions, and Eden Avenue improvements. In addition, a community building / public green programming group should work during this phase to determine appropriate program and uses. Page 594 of 1184 514/05/124. Moving Forward with a PurposeImplementation Immediate < 1 year1 Development Framework approval2 Policy for implementation/fi nance3 Create Implementation Committee4. Implementation Committee should address programming of community / civic building5 Create sustainability guide from GreenStep6 TIF District7A Design Guidelines7 Form-based code for mixed use center8 Green building standards required for district9 Prepare Phase 1 Master Plan10 Address Lifecycle and aff ordable housing1-5 YearsLand Use11 Bus Garage site redevelopment12 Townhouse units on public works site13 Residential on Warner site/OLG14 Community / Civic buildingPublic Realm15 GrandView Green over parking structure16 Arcadia Steps/and streetscape17 CP Rail bike path from Eden to Brookside18 Add tree lined streetscape and monument signs into Richmond Hills neighborhoodTransportation/Infrastructure19 Park n ride structure/green roof@public works site20 Additional parking south of Jerry’s21 GrandView Crossing bridge & street22 Eden Living Streets/streetscape /3 lane section23 Eden Living Streets/Arcadia/Normandale24 New access from Eden to city ramp parking25 Jerry’s parking Streetscape26 Implement one-way pairs/remove left to G. Young27 Reservation on public works site for rail transit use Sustainability28 GrandView Works/Organics recycling center 29 Stormwater reuse & management policy30 Solar pilot project for public lightingMajor RecommendationsPage 595 of 1184 524/05/124. Moving Forward with a PurposeImplementation5-10 YearsLand Use31 Arcadia site redevelopment/include pocket park32 Apt/condo units on public works site33 Residential on Warner site/OLG/Phase 2Public Realm34 Small civic green at City Hall35 Arcadia streetscape improvementsTransportation/Infrastructure36 Vernon Living Streets/streetscape/3 lane section37 Dedicate right turn from Vernon to Interlachen38 Reconfi gure Eden as parking street@City Hall39 Eden bridge pedestrian/bike enhancements40 Vernon as primary bike route to GrandView Crossing41 Consider ‘turn-back’ of Vernon from County42 Complete Streets: Library green space fronting Vernon 43 Reconfi gure Eden as parking streetSustainability44 Stormwater collection/treatment system45 Grey water reuse/irrigation, etc.46 GrandView Works/geothermal at OLG fi elds10+ YearsLand Use47 East frontage road site redevelopment48 Civic development on excess MNDOT landPublic Realm49 Hwy 100 pedestrian/bike bridge50 Green roof/space over underground parking51 Add green space to Tupa Park52 Include gateway walls/landscape w/interchangeTransportation/Infrastructure53 Hwy 110 split diamond interchange54 Realignment of Grange Rd/Eden55 Add Gus Young extension to frontage roadSustainability56 Closed loop water supply system57 GrandView Works/Alternative energy sourcesMajor RecommendationsPage 596 of 1184 534/05/124. Moving Forward with a PurposeImplementation1DC - Downtown Core StandardsSide(2) Siting(3) Heightat the front of the lot: a minimum of 75% of build-ing facade shall be placed within 5 feet of the front lot line. This requirement applies to the building’s fi rst two storeys and to all parts of the lot that abut a street or sidewalk 5’see Height Overlay District for minimum and maximum heights and upper storey stepbacksat the rear of the lot: 10’ setback required for load-ing areas, none if adjacent to street or alley.parking setback line30’at the side of the lot: none required. One side of build-inmg must be placed at the side lot line. Also refer to Neighborhood Compatibility requirements 10’commerceresidentialfi nished fl oor height: avg 3 feet above sidewalkfi nished fl oor height: maximum 18 inches above sidewalkA. Building Height i. Th e buildings shall be at least 2 storeys in height but no greater than the heights as designated on map____. Upper storey step backs are also designated on map____.B. Ground Storey Height: Commerce Uses i. Th e average ground storey fl oor elevation within 30 feet of the front property line shall be 1.Not lower than the front sidewalk elevation. 2.Not higher than 18 inches above the sidewalk. ii. Th e ground storey shall have at least 15 feet of clear interior height contiguous to the front property line for a minimum depth of 25 feet. iii. Th e maximum ground storey height is 22 feet, measured from the sidewalk to the second storey fl oor. C. Ground Storey Height (residential uses) i. Th e average fi nished fl oor elevation shall be no less than 3 feet above the sidewalk at the front property line ii. Th e ground storey shall have an interior clear height of at least 9 feet and a maximum sidewalk to second storey fl oor height of 22 feet. d. Upper storey height i. Th e maximum clear height (fl oor to ceiling) for upper storeys is 12 feet. ii. At least 80% of each upper storey shall have an interior clear height (fl oor to ceiling) of at least 9 feet. A. Façadei. On each lot the building façade shall be built to within 5 feet of the front property line for at least 75% of it’s length. Th is requirement applies to the building’s fi rst two storeys and to all parts of the lot that abut a street and public sidewalk. ii. Within 10 feet of a block corner, the ground storey façade may be pulled away to form a corner entry. B. Usable Open Spacei. A minimum of 40 square feet per residential unit shall be pro-vided. Th is space may be shared among units, or may take the form of balconies, roof decks, usable portions of green roofs or other above ground amenities. ii. Open space created infront of the building shall be designed as semi-public space, used as a forecourt, outdoor seating or other semi-public uses. C. Garage and Parkingi. Parking garage openings visible from the sidewalk shall have a clear maximum height of 16 feet and a maximum width of 22 feet. ii. Parking shall be located behind the parking setback lineMin 9ftMax 12ft clear (typ) max 22 ft (typ) (typ) (typ) PropertiesMinimum HeightMaximum HeightPublic realm / Private realmResultA form based approach is organized to code development that defi nes the public realm.Example of form-based code standards for a downtown setting.Page 597 of 1184 544/05/124. Moving Forward with a PurposeImplementation Financial FeasibilityFeasibility of fi nancing would include: (1) projections of anticipated costs associated with an initial Phase 1 plan and (2) options for revenues to pay those costs. Th is includes items such as street improvements, streetscape improvements, parking infrastructure, property acquisition (i.e., the bus garage), and community space (both potential “commons” or “public realm” space and “programming” or “community/civic center” space). At this point six potential pools or “buckets” of revenue have been identifi ed:1. TIF, Abatement, and other statutory economic development tools;2. Special Assessments;3. Enhanced Property Tax revenues generated by private property development;4. Other Public Sources of funds;5. Non-Profi t or Philanthropic Fundraising; and6. City Tax Revenues.1. TIF, Abatement, and Other Statutory Economic Development Tools.Access some portion of existing TIF Funds; there may be an opportunity to use existing TIF funds. Determine the circumstances under which that is possible and the consequences of doing so.Create a new TIF district. TIF and Abatement tools provide opportunities to “capture” increased value and use it to fi nance some parts of redevelopment. Determine a sense of the potential numbers associated with these options and any limits on how the funds generated by these mechanisms can be spent.2. Special Assessments and Related Tools. Th e City may assess properties that “benefi t” from public improvements for the costs of these improvements up to the value of the benefi t conferred by the improvements. Determine what types of costs are eligible to be recovered using this tool and on related tools that permit the creation of special districts to spread the ongoing costs of maintenance or other improvements. Th e 50th and France area may provide a model for this. 3. Enhanced Property Tax Revenues Generated by Private Development. Th is idea overlaps to a certain extent with #1 above (to the extent the enhanced value will be “captured” via TIF or Abatement). Obviously, the greatest increase of this type would be new development on parcels (like the Public Works and School Bus Garage sites). And consider the prospect of enhanced value emanating from redevelopment of sites (e.g., CSM, Eden 100, etc.) that are already on the tax rolls; having some models of what is reasonable to expect in this category is important.4. Other Public Sources of Funds. Consider the potential partnerships with other public entities that might be able to help with funding. Th e planning activities in this phase of the process have been funded by the Met Council; there might be a prospect of additional funds as planning and implementation move forward. Met Council representatives have also been clear in expressing interest in park and ride facilities. In addition to the Met Council, there are prospects for partnership with MnDOT (related to Highway 100) and Hennepin County (related to Vernon Avenue). To the extent that housing is a part of future redevelopment, there may be Regional, State, and/or Federal funds available to support those eff orts. Th ese any other prospective sources of “Other Public Funds” should be summarized and estimated. 5. Non-Profi t and Philanthropic Fundraising.Consider that private contributions could help with funding. Th ese potential sources of revenue fall into two categories: (1) funds from existing non-profi t organizations interested in supporting particular development initiatives (e.g., housing, arts, etc.) and (2) fundraising campaigns created specifi cally for this eff ort. Determine what is reasonable to expect from each “bucket” and be able to determine whether the “gap” remaining after all other “buckets” are utilized can be fi lled by some kind of capital campaign.6. City Tax Revenues. Th e other way to fi ll any remaining gap is with City tax revenues. Obviously, this is a decision for the City Council to make. It will be important to identify the size of the gap (if any) that will likely need to be fi lled by such funding. Page 598 of 1184 554/05/124. Moving Forward with a PurposeImplementationPossible Staging Questions1. Interim use. Designation of City parking ramp for park and ride?2. Disposition of School Bus Garage Site. Can City negotiate control? If so, when and what are the next steps? RFI? RFP? Negotiate existing user in the District to acquire and invest. 3. How can public works site be best utilized in the interim? As temporary (2-3 year) school bus garage operations? As surface park and ride until structure is built? RFI? RFP? Interim use could allow time for community building use/need to be determined. 4. How to leverage adjacent parcels with timing of bus garage site redevelopment?5. What is timing/feasibility of west side frontage road/southbound ramp confi guration? How to advance that agenda in the short term (1-5 years).6. Eden could / should be programmed for Living Streets improvements consistent with initial phases of development. 7. Feasibility of timing of street, bridge, and deck improvements. 24617365Vernon AveEden AveHwy 100Page 599 of 1184 4/05/125. AppendixPage 600 of 1184 574/05/125. AppendixImplementationHwy 100Eden AveArcadia AvePhase 1ACBEDVernon AveCommunity Green Space on top of Parking StructureHousingWagner / OLG PropertyTh e following Implementation section is included as one example of anticipating an initial, or phase 1, increment and associated preliminary range of costs. Th ese numbers are not detailed costs but represent one possible range of expenditures that are included here to illustrate levels of funding (and investment) of various components. Th e Phase 1 diagram and following spreadsheets for the public works site, the bus garage site and local street improvements will vary depending on actual funding sources, timing, program, and other factors (e.g., cost of materials and labor) that cannot be determined at this time.Phase 1A. Public Works Site• Community Commons: GrandView Crossing (street) GrandView Green Community/Civic Building• Arcadia Steps• Community Civic building• Variety of residential building types• Structured parking• Park and ride structureB. Bus Garage Site• Multi-level parking• Retail / service offi ce use• Possible drive - thru useC. Warner Site• Townhouses fronting the OLG open spaceD. Eden Avenue Streetscape• Bus stop integrated• Boulevard organizes intersection alignmentsE. Jerry’s Streetscape• Pedestrian enhancements• Streetscape• Stormwater treatmentPage 601 of 1184 584/05/125. AppendixImplementation GrandViewSmallAreaPlanDevelopmentProgramͲBusGarageSiteSF Ac LF Units PrkSpaces Const$Mkt$Tax$sf/$ unit/sfNonͲresidentialcommercial 5,000 950,000.00$190.00$office 42,000 7,980,000.00$190.00$rampparking75 937,500.00$12,500.00$surfaceparking75 112,500.00$1,500.00$47,000150 9,980,000.00$Page 602 of 1184 594/05/125. AppendixImplementationGrandViewSmallAreaPlanDevelopmentProgramͲPublicWorksSiteSF Ac LF Units PrkSpaces Const$Mkt$Tax$sf/$ unit/sf unitcostResidentialtownhouse16 46 8,832,000.00$160 1200 192000smallhouse0150 1200 180000apartment42 64 6,426,000.00$170 900 153000condo24 48 5,472,000.00$190 1200 228000Total82 158 20,730,000.00$NonͲresidentialcommercial150office150community 50,00010,000,000.00$200parking200 3,500,000.00$17,500parknride200 3,500,000.00$17,500Total400 17,000,000.00$Page 603 of 1184 604/05/125. AppendixImplementationGrandViewSmallAreaPlanDevelopmentProgramͲInfrastructureandStreetsLF Ac PrkSpaces Const$Mkt$Tax$sf/$ unit/sf unitcostInfrastructureVernon(*)950332,500.00$350crosswalk525,000.00$5000roadway1,500,000.00$EdenWest(*)385134,750.00$350EdenEast20070,000.00$350crosswalk315,000.00$5000roadway1,500,000.00$Jerrysstreet875306,250$350$GusYoungext(*)15052,500$350$OLGroad15052,500.00$350Bridges(EST)eachGͲViewCrossing750,000.00$estCPRail750,000.00$estsubtotal5,488,500.00$HWY100Splitdiamond(est)$10,000,000Ped/Bike(est)1,500,000.00$(*)ͲDoesnotincludebudgetsforroadwayimprovements/updgrades/reconstructionͲbudgetsareforlandscape/streetscapeonlyPage 604 of 1184 614/05/125. AppendixVernon and InterchangeTransportationPage 605 of 1184 624/05/125. AppendixVernonTransportationPage 606 of 1184 634/05/125. AppendixTransportationSplit DiamondPage 607 of 1184 644/05/125. AppendixTransportationSplit DiamondPage 608 of 1184 654/05/125. AppendixDesign AlternativesLibrary / Eden / LinkProposed Illustrative Plan (p.16)Alternative 1Alternative 2Alternative 3: Streetscape improvementsPage 609 of 1184 664/05/125. AppendixDesign AlternativesArcadia and Gus YoungProposed Illustrative Plan (p. 16)Alternative 1Alternative 2Page 610 of 1184 EdinaMN.gov Rezoning, Site Plan, Plat, and Variances 5100 Eden Avenue Page 611 of 1184 Page 612 of 1184 Request: 1.Rezoning from Planned Office District 1 to Planned Commercial District 2. 2.Subdivision approval of a new plat to consolidate seven parcels into one. 3.Site Plan approval. 4.A variance for the following building setbacks: a.West (Arcadia): 21 feet where 35 feet is required b.North: 4 feet where 25 feet is required c.East: 11 feet where 25 feet is required d.South: 2 feet where 25 feet is required 5.A variance to allow FAR at 2 where 1.5 is permitted. 6.A variance to allow building height at 81 feet where up to 48 feet is permitted. 7.A variance from the requirement that all facades on the first vertical 60 feet of a building shall use natural materials (brick, stone) facing the public realm. 8.A variance from the screening and setback requirements for utility equipment. Page 613 of 1184 Looking southeast Looking south on Arcadia Ave Page 614 of 1184 Looking northwest Looking southwest on Eden Avenue Page 615 of 1184 Zoning Page 616 of 1184 Comprehensive Plan – Future Land Use Site Page 617 of 1184 Grandview District Development Framework Page 618 of 1184 Grandview District Development Framework Page 619 of 1184 Grandview District Transportation Study Page 620 of 1184 Page 621 of 1184 Page 622 of 1184 Page 623 of 1184 Page 624 of 1184 Page 625 of 1184 Page 626 of 1184 Page 627 of 1184 *Requires variance Page 628 of 1184 *Requires variance Page 629 of 1184 Maison Green – 4917 Eden Ave 7 stories / FAR 2.5 Avidor – 5220 Eden Ave 6 stories / 2.2 FAR Former Public Works Site - 5146 Eden Ave 6½ stories / FAR 3.1 Vernon Terrace – 5250 Vernon Ave 5 stories Eden 100 (previous proposal) - 5100 Eden Ave 7 stories / 3.2 FAR Grandview Developments – Completed or Approved Jerry’s Office Building- 5101 Vernon 5 stories Page 630 of 1184 Pyramid of Discretion Page 631 of 1184 Staff Recommendation Close the public hearing at noon on Sunday, April 27 and continue action to Wednesday, May 6. Page 632 of 1184 Questions Page 633 of 1184 ARCADIA OFFICE EDINA MN, APRIL 2025 CITY COUNCIL Page 634 of 1184 04 | 2025 SKETCH PLAN COMMENTS TO PLANNING COMMISSION Shifted building and podium east to increase setback along Arcadia (+17’ 0”) at level one inset and (+4’ 0”) at parking entry Recessed level 1 frontage along Arcadia. Creating a continuous outdoor porch connecting the main entrance to the southern terrace. A B Added SW balconies facing Arcadia at all office levels. Strengthening connection, activity, and vibrancy of Arcadia. Articulated all façades with specific building materials Mixed use of glass, metal panel, shading fins, etc. C D A A B B C D Page 635 of 1184 04 | 2025 PLANNING COMMISSION COMMENTS TO CITY COUNCIL Provide natural/warm materials at the parking entry at arcadia facing ground level. Revised to Stone Material Access point moved to east elevation with additional signage to enhance connection and visibility from bikers, walkers, and vehicles from eastbound Sidewalk added along south side of the podium connecting to the sidewalk Revised to Stone Material The applicant re-consider the site plan to provide a safer pedestrian and bike access to the east entrance of the building along Eden Avenue Continue the sidewalk along the commercial space of the building on the south side of the building connecting to the E-W sidewalk. Provide natural/warm materials at the Arcadia entry and dock. Page 636 of 1184 04 | 2025 SITE PLAN Created a new front door experience facing Arcadia Ave. Creates porosity and added access along public way. Removed surface parking within 20’ of property line at SE corner. Additional planted area added to further screen parking. Shifted sidewalk location to create a consistent 6’ wide planted boulevard with canopy trees along Arcadia and Eden. This move allowed the creation of a linear garden between the building and sidewalk along Arcadia Loading Zone shifted to within the garage area. New area is covered with approx. 18’ 0” of overhead clearance and non-visible from public view. Access point moved to east elevation with additional signage to enhance connection and visibility from bikers, walkers, and vehicles from eastbound Sidewalk added along south side of the podium connecting to the sidewalk. E F G H I J 1 2 3 4 7 8 B C D E 5 6 G H J 9 F A 48' - 6"2' - 6" 34' - 0" 1 7' - 0" 1 1 ' - 9 " 14' - 0" 15' - 5"198' - 10" 22' - 0" 9' - 0"19' - 3"123' - 10"22' - 6"14' - 0"37' - 6"29' - 9"2 1' - 0" FRONTAGE ROAD EDEN AVEARCADIA AVETERRACETERRACECOVERED BREEZEWAYOFFICE LOBBY COMMERCIAL / OFFICE LOADING(18' 0" CLR) NO PARKING PARKING DOWN TO LEVEL P1 UP TO LEVEL 2EDGE OF BUILDING ABOVE DROP-OFF PRIMARY ENTRY RECEPTION PA RKIN GENTRYPARKINGENTRY TRASHBIKES MONUMENT SIGN EDEN AVE36' - 6" PROJECT NUMBER ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONA0-3SITE PLAN V2 2024-1264 02/04/25 5115 Arcadia Avenue 5115 ArcadiaAvenue Edina, MN LAND USE APPLICATION 2/18/2025 No. Description Date 1/16" = 1'-0"-31 SITE PLAN - LEVEL 01 E F G H G SKETCH PLAN COMMENTS TO PLANNING COMMISSION PLANNING COMMISSION COMMENTS TO CITY COUNCIL I J Page 637 of 1184 04 | 2025 THE DOCK THE PILOTI ARCADIA PASEO EAST AND WEST SHADING FINS TENANT BALCONIES WRAP AROUND TERRACE CORNER RESPITE PARK DESIGN CONCEPT SUMMARY Page 638 of 1184 04 | 2025 1 2 3 3 4 5 6 7 8 SHRUBS LONICERA DIERVILLA, BUSH HONEYSUCKLE CORNUS STOLONIFERA, DWARF TWIG DOGWOOD 1 2 TALLGRASS MIX PANICUM VIRGATUM, SWITCHGRASS SCHIZACHYRIUM SCOPARIUM, LITTLE BLUESTEM 4 POLLINATOR MIX ASCLEPIAS INCARNATA, SWAMP MILKWEED ASCLEPIA TUBEROSA, BUTTERFLY WEED ASTER LAEVIS, SMOOTH ASTER EVCHINACEA PURPUREA, PURPLE CONEFLOWER ECHINACEA PURPUREA ‘ALBA’, PURPLE CONEFLOWER ‘ALBA’ RUDBECKIA HIRTA, BLACK EYED SUSAN LIATRIS PYCNOSTACHYA, PRAIRIE BLAZING STAR LIATRIS LIGULISTYLIS, MEADOW BLAZING STAR STREET TREES QUERCUS BICOLOR, SWAMP WHITE OAK LAWN78 5 6 ORNAMENTAL / SHADE TREES AMELANCHIER X GRANDIFLORA ‘AUTUMN BRILLIANCE’, SERVICEBERRY BETULA POPULIFOLIA ’WHITESPIRE’, GRAY BIRCH ‘ WHITE SPIRE’ THUJA OCCIDENTALIS, ARBOR VITAE AROUND BACK OPUS EDEN 100 DF/ DAMON FARBER PLANTING PALLET Page 639 of 1184 04 | 2025 1 2 3 3 3 5 6 8 STREET TREES QUERCUS BICOLOR, SWAMP WHITE OAK LAWN78 SHRUBS LONICERA DIERVILLA, BUSH HONEYSUCKLE CORNUS STOLONIFERA, DWARF TWIG DOGWOOD 1 2 5 6 ORNAMENTAL / SHADE TREES AMELANCHIER X GRANDIFLORA ‘AUTUMN BRILLIANCE’, SERVICEBERRY BETULA POPULIFOLIA ’WHITESPIRE’, GRAY BIRCH ‘ WHITE SPIRE’ THUJA OCCIDENTALIS, ARBOR VITAE AROUND BACK TALLGRASS MIX PANICUM VIRGATUM, SWITCHGRASS SCHIZACHYRIUM SCOPARIUM, LITTLE BLUESTEM 4 POLLINATOR MIX ASCLEPIAS INCARNATA, SWAMP MILKWEED ASCLEPIA TUBEROSA, BUTTERFLY WEED ASTER LAEVIS, SMOOTH ASTER EVCHINACEA PURPUREA, PURPLE CONEFLOWER ECHINACEA PURPUREA ‘ALBA’, PURPLE CONEFLOWER ‘ALBA’ RUDBECKIA HIRTA, BLACK EYED SUSAN LIATRIS PYCNOSTACHYA, PRAIRIE BLAZING STAR LIATRIS LIGULISTYLIS, MEADOW BLAZING STAR OPUS EDEN 100 DF/ DAMON FARBER PLANTING PALLET Page 640 of 1184 04 | 2025 Page 641 of 1184 04 | 2025 Page 642 of 1184 04 | 2025 Page 643 of 1184 04 | 2025 Page 644 of 1184 04 | 2025 Page 645 of 1184 THANK YOU COMMENTS AND DISCUSSION CITY COUNCIL Page 646 of 1184 d ITEM REPORT Date: April 16, 2025 Item Activity: Approve Meeting: City Council Agenda Number: 8.2 Prepared By: Addison Lewis, Community Development Coordinator Item Type: Public Hearing Department: Community Development Item Title: PUBLIC HEARING: Resolution No. 2025-32 Approving the Lincoln and Londonderry Small Area Plan and Authorizing Submission to the Metropolitan Council Action Requested: Motion to close the public hearing at noon on Sunday, April 27 and continue action to Tuesday, May 6. Information/Background: The Planning Commission's 2024 Work Plan included the directive to complete a small area plan for the area near Lincoln Drive and Londonderry Road, just east of Highway 169. See attached study area map. The purpose of the plan is to develop a comprehensive vision that will serve as a guide for future redevelopment and infrastructure decisions. On April 2, 2024, the City Council approved a contract with Mend Collaborative to serve as a consultant for the project. The Planning Commission also appointed a nine-member working group to assist in carrying out the work. Over approximately nine months, the working group met a total of 10 times. Several community engagement activities were undertaken, including three open house meetings, three pop-up events, a business and landowner survey, and online engagement. The Values Viewfinder team participated in the kickoff meeting and used the Values Viewfinder tool to develop the project’s framework relative to City values. The group also provided progress updates at two City Council work sessions on August 7 and November 19, 2024. The attached Lincoln and Londonderry Small Area Plan is the culmination of many hours of work and input from volunteers, residents, business owners, the consultant team and City staff. Consistent with other small area plans, the intention is to have this plan adopted as part of the Comprehensive Plan. Minor changes to the Comprehensive Plan document are needed to eliminate conflicts between the two documents. Those changes are also attached. As an amendment to the Comprehensive Plan, review by the Metropolitan Council is required. At their meeting on March 12, 2025, the Planning Commission recommended the City Council authorize staff to submit the Lincoln and Londonderry Small Area Plan to the Metropolitan Council for review as an amendment to the Comprehensive Plan. Link to BTE Public Hearing Comments Resources/Financial Impacts: The contract with Mend Collaborative for completing this small area plan was for $124,920. Within the plan, there are 26 recommendations. Some recommendations would have financial impacts if implemented. Although exact costs are not known at this time, each recommendation has a relative cost identified ($ - $$$). The plan also provides some guidance for how each recommendation could Page 647 of 1184 be paid for. The plan does not obligate the city to implement these recommendations. Each recommendation may be considered as opportunities arise (grant funding becomes available, a street is being reconstructed) or however prioritized by the City Council. Other recommendations that do not have a financial impact may be implemented as part of future department or commission work plans. Relationship to City Policies: It is intended that the Lincoln and Londonderry Small Area Plan would be adopted as an amendment to the Comprehensive Plan to guide future redevelopment, infrastructure, and policy decisions. Budget Pillar: Livable City - The plan aims to shape the future of Lincoln and Londonderry in a way that allows current and future generations to thrive. Values Impact: Engagement The plan creates an active and engaged community through establishing a community gathering space. Gathering spaces are inviting, foster connections and enhances the overall sense of community. Creating access to space encourages usage and promotes a strong sense of belonging which is essential for a community well-being. Sustainability The Small Area Plan’s vision to preserve and enhance the natural environment, plus increase site access for multi-modal travel is supportive of Edina’s Climate Action Plan goals and vision. Several recommendations directly relate to Climate Action Plan strategies, including increasing naturalized green spaces to promote native and climate adaptive plantings, protecting existing and creating new tree canopy, ensuring development is eco-conscious and incorporates sustainability standards and improving pedestrian and bicycle trail connections to public transit and other areas to promote multi-modal transportation. Stewardship The plan’s vision to create a green stormwater infrastructure works to reduce the ongoing cost and maintenance of infrastructure to treat the water by using green infrastructure to minimize runoff and thus minimize the cost to treat this water. Naturalistic green spaces also provide a low maintenance, cost efficient solution to the alternative concrete surface and structure maintenance. Equity The plan works to center the housing needs and experiences of diverse community members, working to ensure diverse options are available at a variety of price points to meet changing needs throughout one’s lifespan. Recommendations were to balance stress of change on current neighbors with the growth and attraction of new community members. An additional recommendation was to center multiple use buildings and spaces that would target diverse small businesses that directly serve the area. Page 648 of 1184 Health The plan identifies many potential actions that would have a positive impact on health outcomes at both individual and community levels. The plan includes considerations like access to healthy foods through development of a grocery store or coop and the creation of affordable housing that helps meet increasing demand. Developing a sense of community through creation of gathering spaces, green space, and improving walkability/bikeability will also have positive health impacts. Potential concerns included stress on the existing neighborhood during development. Incorporation of these concepts into the plan should have a positive long-term effect on health in the area. Supporting Documentation: 1. Staff Report 2. Lincoln and Londonderry Small Area Plan 3. Associated Amendments to Comprehensive Plan 4. Presentation 5. Resolution 2025-32 6. Values Viewfinder Workshop Summary 7. Study Area Map Page 649 of 1184 April 16, 2025 City Council Addison Lewis, Community Development Coordinator PUBLIC HEARING: Resolution No. 2025-32 Approving the Lincoln and Londonderry Small Area Plan and Authorizing Submission to the Metropolitan Council Information / Background: The Planning Commission's 2024 Work Plan included the directive to complete a small area plan for the area near Lincoln Drive and Londonderry Road, just east of Highway 169 (see attached study area map). The purpose of the plan is to develop a comprehensive vision that will serve as a guide for future redevelopment and infrastructure decisions. On April 2, 2024, the City Council approved a contract with Mend Collaborative to serve as a consultant for the project. The Planning Commission also appointed a nine-member working group to assist in carrying out the work. Over approximately nine months, the working group met a total of 10 times. Several community engagement activities were undertaken, including three open house meetings, three pop-up events, a business and landowner survey, and online engagement. The Values Viewfinder team participated in the kickoff meeting and used the Values Viewfinder tool to develop the project’s framework relative to City values. The group also provided progress updates at two City Council work sessions on August 7 and November 19, 2024. The attached Lincoln and Londonderry Small Area Plan is the culmination of many hours of work and input from volunteers, residents, business owners, the consultant team and city staff. Consistent with other small area plans, the intention is to have this plan adopted as part of the Comprehensive Plan. Minor changes to the Comprehensive Plan document are needed to eliminate conflicts between the two documents. Those changes are also attached. As an amendment to the Comprehensive Plan, review by the Metropolitan Council is required. At their meeting on March 12, 2025, the Planning Commission made a motion to recommend the City Council authorize staff to submit the Lincoln and Londonderry Small Area Plan to the Metropolitan Council for review as an amendment to the Comprehensive Plan. Page 650 of 1184 STAFF REPORT Page 2 City Staff Comments Planning staff distributed the Lincoln and Londonderry Small Area Plan to other city departments and received the following comments from Engineering: • As part of the Network Now initiative, Metro Transit is recommending resuming limited service on the branch of Route 46 which operated on Vernon Avenue between the Grandview District and the Opus business park in Minnetonka prior to the COVID pandemic. Three rush-hour trips will be provided with stops approximately every ¼ mile, terminating at the Opus Green Line LRT station. The City will advocate for transit stops within the Lincoln/Londonderry small area to support alternative transportation and sustainable development in this area of Edina. If adopted by the Metropolitan Council, all changes within the Network Now initiative will be implemented in phases between 2025 and 2027. • The bridge over Hwy 169 already has a 10’ pedestrian and bicycle facility; NMCRT used to follow this alignment before the Hwy 169 underpass was completed. Review opportunities to improve the trail connection on Londonderry Rd and advocate for Minnetonka to provide more direct pedestrian and bicycle connections to the Opus LRT station. These improvements could include things like adding a barrier between the bridge trail and the roadway to improve comfort and safety for users, and adding new sidewalks and on-street bike lanes on Bred Rd in Minnetonka. Other Agency Comments The City of Edina is required to notify affected jurisdictions of a proposed amendment to the Comprehensive Plan and allow those agencies to provide comments. After consultation with Met Council staff, the City notified the following agencies on February 19 and February 20: City of Minnetonka, Hennepin County, School District 270 (Hopkins), School District 273 (Edina) Nine Mile Creek Watershed District, Three Rivers Park District, MnDOT, and MnDNR. The City received the following comments: • Nine Mile Creek Watershed District: Thank you for the opportunity to provide comments on the amendment to incorporate a new small area plan for the area near Lincoln Drive and Londonderry Road. The Nine Mile Creek Watershed District supports the incorporation of this small area plan and looks forward to future discussions with city staff regarding the suggestion to establish higher standards of pollution mitigation in this area. In addition, we are encouraged to see a suggested low salt design standard included in the recommendations, as Nine Mile Creek has elevated levels of chloride in it. We are supportive of the recommendation for redesign of Lincoln Drive with a “greenway” design to include stormwater bioswales and trees/ vegetation. One thing to note is, although it appears that the proposed changes in land use will not increase the impervious surfaces within the study area, increases in impervious surface within the study area could exacerbate flood conditions in Nine Mile Creek during extreme storm events. Page 651 of 1184 STAFF REPORT Page 3 • MnDNR: Currently, there are no documented rare features within the vicinity of the proposed project. Minnesota’s Endangered Species Statute (Minnesota Statutes, section 84.0895) and associated Rules (Minnesota Rules, part 6212.1800 to 6212.2300 and 6134) prohibit the take of endangered or threatened plants or animals, including their parts or seeds, without a permit. To ensure compliance with Minnesota’s Endangered Species Statute and Rules, submit a Natural Heritage Review request through the Minnesota Conservation Explorer (state.mn.us). It is recommended that Natural Heritage Reviews be conducted early in the project planning process. To ensure compliance with federal law, conduct a federal regulatory review using the U.S. Fish and Wildlife Service's (USFWS) online Information for Planning and Consultation (IPaC) tool. The area of interest overlaps with a U.S Fish and Wildlife Service (USFWS) Rusty Patched Bumble Bee High Potential Zone. The rusty patched bumble bee (Bombus affinis) is federally listed as endangered and is likely to be present in suitable habitat within High Potential Zones. The DNR recommends reseeding disturbed soils with native species of grasses and forbs using BWSR Seed Mixes or MnDOT Seed Mixes. The IPaC review will determine if prohibited take is likely to occur and, if not, will generate an automated letter. The USFWS RPBB guidance provides guidance on avoiding impacts to rusty patched bumble bee and a key for determining if actions are likely to affect the species; the determination key can be found in the appendix. Staff Recommendation For April 16 – Motion to close the public hearing at noon on Sunday, April 27 and continue action to Tuesday, May 6. For May 6 – Motion to adopt resolution 2025-32 approving the Lincoln and Londonderry Small Area Plan and authorizing submission of a comprehensive plan amendment to the Metropolitan Council. Page 652 of 1184 Lincoln and Londonderry Small Area Plan February 2025 Page 653 of 1184 Introduction2 February 2025 Acknowledgements City of Edina City Council Planning Commission Addison Lewis Community Development Coordinator Kris Aaker Assistant City Planner Stephanie Hawkinson Affordable Housing Development Manager James Hovland Mayor Kate Agnew Council Member Carolyn Jackson Council Member James Pierce Council Member Julie Risser Council Member Jimmy Bennett Chair Lou Miranda Vice Chair Will Bornstein Secretary David Alkire Ryan Daye Meriwether Felt Clare Hahneman Bonnie Padilla Quincy Smith Adita Jha Student Ben Joncas Student The Lincoln and Londonderry Small Area Plan refl ects the collective vision and hard work of hundreds of dedicated residents, business owners, city staff, city volunteers, and offi cials. We deeply appreciate the insights and contributions of our passionate stakeholders and extend a heartfelt thank you to everyone who helped shape this plan! Page 654 of 1184 3 Introduction3February 2025 Working Group Mend Collaborative This group of residents and Planning Commission members supported and guided the project by conducting research, engaging with the community, and providing input and feedback throughout the project process. Lou Miranda Chair Steve Brown Ryan Daye Jim Diley Meriwether Felt Cory Griffeth Jignasha Pandya Russ Rubin Nancy Spannaus Consulting group that conducted planning, design, and community engagement. Zakcq Lockrem, AICP Project Manager Sandy Meulners-Comstock, PLA Principal-in-Charge Olivia Halsne Designer Bindu Nicholson Designer Page 655 of 1184 Introduction4 February 2025 Table of Contents Acknowledgements ......................................................................................................................1 - 4 00 Executive Summary ........................................................................................................................ii 01 Introduction .................................................................................................................................... 5 Current Capability Recommendations 16 02 Character of Housing and Development ...............................................................................17 03 Economic Development and Local Business .........................................................................23 04 Community Gathering Spaces ..................................................................................................29 05 Green Space and Environmental Stewardship ......................................................................37 06 Getting Around Safely ................................................................................................................47 07 Community Involvement and Visionary Planning .................................................................61 Capacity-Dependent Recommendations 64 08 Long-Term Visioning ....................................................................................................................65 09 Implementation 79 Page 656 of 1184 February 2025 Executive Summaryi Executive Summary 00 Page 657 of 1184 February 2025Executive Summaryii Overview Why a small area plan? Project Schedule Driving Factors The Lincoln and Londonderry Small Area Plan serves as an amendment to the City of Edina’s Comprehensive Plan, providing a detailed framework to guide development in a way that reflects the community’s priorities and values. This plan addresses the unique opportunities of the Lincoln and Londonderry area while ensuring alignment with the broader vision for Edina’s sustainable growth and development. It sets forth strategies to balance the community’s needs—such as housing, transportation, green spaces, and economic vitality—with the city’s overarching goals for innovation, inclusivity, and environmental stewardship. By fostering a shared vision and promoting collaborative planning, the plan aims to shape a vibrant, connected, and thriving area that supports both current and future generations. The City of Edina is a fully developed community, with most areas unlikely to undergo significant change. The 2008 Comprehensive Plan identified “Potential Change Areas,” prompting the completion of small area plans to help shape and guide redevelopment in these areas. In April and May of 2017, the “Big Ideas Workshops” identified additional areas that could be considered Potential Change Areas in the future, including the Lincoln and Londonderry area, which was subsequently included in the Planning Commission’s 2024 Work Plan. The plan was developed in four phases: Understand, Envision, Act, and Adopt—the first three of which were completed over nine months in 2024. The City of Edina’s Planning Department, in partnership with the project team and a resident-led working group, held 10 monthly meetings throughout the process. These meetings provided valuable opportunities for discussion and feedback at each stage of the project. Development Proposal: A 2023 proposal for the area faced neighbor opposition due to the lack of an established plan and did not proceed. This plan aims to build consensus for future development. Sanitary Sewer Capacity: Sewer capacity remains a significant concern for western Edina. While this plan cannot fully address the issue, it will consider these constraints in future evaluations. Post-Pandemic Economic Shifts: Economic changes since COVID-19 (2020) have impacted office and industrial properties. This plan will assess current uses to ensure resilience and prevent blight. Understand May + June 2024 July - September 2024 Goal: Understand key issues, challenges, and previous plans affecting the study area. Envision Goal: Provide vetted strategies and approaches related to project goals. Act Goal: Document a clear path to implementation. Adopt Goal: Facilitate adoption by relevant regulatory bodies. October - December 2024 January - March 2025 Page 658 of 1184 February 2025 Executive Summaryiii Community Engagement Engagement Activity Examples Understand the Community: Gather insights through surveys, workshops, and direct conversations to grasp the unique needs and desires of Edinans. Envision Together: Develop and refine strategies that align with the community’s aspirations for a vibrant, inclusive, and prosperous area. The primary goal of community engagement was to create a collaborative environment where residents, business owners, and city officials could share their vision for Lincoln and Londonderry’s future In person and online activities were held to: Act Collaboratively: Prioritize and detail actionable steps, working closely with stakeholders to ensure the feasibility and community support for each recommendation. Adopt and Implement: Present the plan to governing bodies, revising as needed to reflect the community’s feedback, leading to official adoption and execution. Community Ideas Map “What Feels Right?” Imagery Activity Vision Priority Activity Loves and Needs Visioning Activity Lincoln Drive Design Activity Live-Feedback Presentations Page 659 of 1184 February 2025Executive Summaryiv Page 660 of 1184 February 2025 Executive Summaryv Project Vision In 2040, the Lincoln and Londonderry area will be a welcoming gateway to western Edina. There will be shops, restaurants, homes, and jobs, all in a natural setting along Nine Mile Creek. It will be thoughtfully and sustainably designed, blending eco-friendly amenities with natural beauty. The area will be easy to get to and move around in, with bike lanes and trails, walking paths, bus stops, and carefully integrated parking. The Lincoln and Londonderry area will be a great place to live, work, and gather, fostering community and encouraging people to use the trails and gathering spaces. During the Envision Phase, the project team identified community priorities and refined them into actionable steps to shape the final recommendations. Establishing a clear vision that reflects these priorities for the Lincoln and Londonderry area was a key focus. Based on community engagement, data collection, and discussions, the following vision statement was developed to guide the area’s future: Community Priorities Encourage a diverse array of local businesses that support the community’s needs. Create vibrant spaces that encourage and foster community and inclusivity. Preserve and enhance the natural environment, prioritizing sustainability and outdoor activities. Ensure safe, accessible, and efficient movement for all. Promote a balanced approach to housing that respects community needs and preferences. Foster a forward-thinking approach to development that involves the community. Page 661 of 1184 February 2025Executive Summaryvi Current Capacity Recommendations: Character of Housing and Development S1 | Rightsize Development S2 | Establish Design Standards Economic Development and Local Business S3 | Attract Neighborhood-Scale Development S4 | Improve Outdoor Spaces Community Gathering Spaces S5 | Partner with Three Rivers Park District to Create Trail Rest Areas S6 | Create Small Trail Seating Areas S7 | Establish a Community Gathering Space S8 | Create Areas for Public Art Green Space and Environmental Stewardship S9 | Establish Stormwater Management Practices S10 | Naturalize Green Space S11 | Increase Tree Canopy S12 | Set-Eco Development Standards Getting Around Safely S13 | Improve Intersections S14 | Connect to the Opus SWLRT and Adjacent Transit Service S15 | Create a New Boardwalk Connection S16 | Improve Desire Lines S17 | Add Trees Along Lincoln Drive West S18 | Advocate for Local Transit Service Community Involvement and Visionary Planning S19 | Develop Community Branding S20 | Develop Community Support Sewage Constraints Currently, redevelopment with a higher Sewer Availability Charge (SAC) capacity is not permitted in the Lincoln and Londonderry area as the sewage system has reached its maximum capacity. This means that any additional burden on the existing system—such as increased density or building expansions—is not possible. To address this constraint, the recommendations in this plan are divided into two categories: Current Capacity Recommendations: Actions that support desired changes without increasing water and sewer usage in the area. Capacity-Dependent Recommendations: Actions that require upgrades to the sewer system to enable increased development. Page 662 of 1184 February 2025 Executive Summaryvii Map Legend Policy or Program Recommendations Nine M i l e C r e e k T r a i l Ni n e M i l e C r e e k T r a i l HWY 169HWY 169Londonderry Road The L o d e n A p t s Children’s Business Campus Dovre Drive Lincoln DriveParking Garage The Londonderry Shops MPLS Area Realtors OfficeOffice IndustrialIndustrial Industrial + Office Existing Drive Surfacing Nine Mile Creek Trail Existing Buildings 100 Year Flood Extents Existing Parkland Property Existing Trees Proposed Trees Existing Sidewalks Proposed Sidewalks Intersection Improvement Trail Rest Area (TRPD) Trail Seating Area (Edina) Commercial/Retail Rezone Art Opportunity Contour Lines Proposed Trail Extension S17 S8S14 S10 S10 S13 S13 S13 S6 S6 S17 S5S9 S9 S5 S15 S1 S2 S4 S7 S12 S18 S19 Page 663 of 1184 February 2025Executive Summaryviii Capacity-Dependent Recommendations:The Lincoln and Londonderry Small Area Plan envisions a vibrant, inclusive neighborhood centered on balanced development, support for local businesses, community spaces, safe mobility, and forward-thinking planning. Serving as a key guide for future development and decision-making, the plan provides a framework to help city officials, developers, and stakeholders ensure that growth aligns with the shared vision of the city and its residents, fostering a thriving and sustainable community. The Lincoln and Londonderry Small Area Plan underwent review by relevant governing bodies, beginning with the City of Edina Planning Commission and followed by the City Council. The Small Area Plan was officially adopted on [PLACEHOLDER ADOPTION DATE]. Conclusion + Next Steps Long-Term Visioning L1 | Master Plan Mixed Use Development L2 | Rezone for Development L3 | Request a Noise Wall L4 | Establish New Green Spaces L5 | Redesign Circulation L6 | Redesign Lincoln Drive Page 664 of 1184 February 2025 Executive Summaryix Map Legend Nine M i l e C r e e k T r a i l Ni n e M i l e C r e e k T r a i l HWY 169HWY 169Londonderry Road Londonderry Drive Th e L o d e n A p t s Dovre Drive Malibu D r i v e Lincoln DriveParking Garage The Londonderry Shops MPLS Area Realtors Office Drive Surfacing Nine Mile Creek Trail + Extensions Existing Buildings Proposed Buildings 100 Year Flood Extents Existing Parkland Property Existing Trees Proposed Trees Sidewalks Intersection Improvement Contour Lines Trail Rest Area (TRPD)* *Three Rivers Park District Trail Seating Area (Edina) L2 L4 L4 L5 L5 L5 L6 L6 L2 L1 L1 L3 L3 Page 665 of 1184 5 Introduction5February 2025 Introduction 01 Page 666 of 1184 Introduction6 February 2025 Introduction The Lincoln and Londonderry Small Area Plan serves as an amendment to the City of Edina’s comprehensive plan, guiding development to align with the community’s needs and desires, as well as the city’s vision for future growth. Why Plan for this area? The City of Edina is a fully developed community, with most areas unlikely to undergo signifi cant change. The 2008 Comprehensive Plan identifi ed “Potential Change Areas,” prompting the completion of small area plans to help shape and guide redevelopment in these areas. In April and May of 2017, the “Big Ideas Workshops” identifi ed additional areas that could be considered Potential Change Areas in the future, including the Lincoln and Londonderry area, which was subsequently included in the Planning Commission’s 2024 Work Plan. Several factors have driven the need to create a plan for this area: • Development Proposal: In 2023, a development proposal was submitted for the area. However, without an established plan in place, signifi cant disagreement arose among adjacent neighbors regarding whether the proposal was appropriate for the area. The proposal did not move forward, and there are currently no active proposals for the site. This plan seeks to build consensus around future development in the area. • Sanitary Sewer Capacity: There are signifi cant concerns regarding sanitary sewer capacity, an issue shared by much of western Edina. While this plan may not fully resolve the problem—since it impacts an area beyond the small area plan boundaries—it will take these constraints into account as future opportunities are evaluated. • Post-Pandemic Economic Shifts: Following the COVID-19 pandemic in 2020, economic markets have changed signifi cantly, particularly for offi ce and industrial properties. This plan will evaluate the area’s existing uses to ensure its economic future remains resilient and adaptable, avoiding the risk of blight. The plan was developed in four phases: Understand, Envision, and Act—the fi rst three of which were completed over nine months in 2024. The City of Edina’s Planning Department, in partnership with the project team and a resident-led working group, held 10 monthly meetings throughout the process. These meetings provided valuable opportunities for discussion and feedback at each stage of the project. Nine Mile Creek. Image Source: Mend CollaborativeThe Londonderry Shops. Image Source: Mend Collaborative Page 667 of 1184 7 Introduction7February 2025 Phase 1: Understand To gain a clear understanding of the current conditions in the Lincoln and Londonderry area, the team conducted a thorough analysis of the project area and its surroundings, examining demographics, environmental factors, transportation, housing, and businesses. The analysis also included a review of relevant data related to opportunities, constraints, national best practices, emerging trends, and prior planning efforts impacting the area. Signifi cant time was dedicated to gathering input from local residents, business owners, and community members across Edina, who generously shared their ideas and feedback. By combining quantitative data with qualitative insights from community engagement, the team developed a comprehensive understanding of the area’s needs. This work informed the creation of a “Case for Action,” providing a solid foundation for setting project goals and strategies in the next phase. Phase 2: Envision During the Envision Phase, the City of Edina, project team, and working group developed strategies to address the needs and priorities identifi ed in the Understand Phase. Projects, programs, and policies were explored as potential solutions to resolve key issues, support community desires, and guide the area’s future growth. Using the community feedback gathered during the Understand Phase, the team created a vision statement and established key priorities. These priorities served as a guiding framework for recommendations. Phase 3: Act Once consensus was reached on the strategies developed during the Envision Phase, the Act Phase focused on refi ning recommendations to provide the level of detail necessary for implementation. This phase included fi nalizing action items, creating inspiring visual illustrations, and developing supporting details to ensure the plan’s readiness for adoption and execution. Phase 4: Adopt The Lincoln and Londonderry Small Area Plan underwent review by relevant governing bodies, beginning with the City of Edina Planning Commission and followed by the City Council. The Small Area Plan was offi cially adopted on [PLACEHOLDER ADOPTION DATE]. Project Process Understand May + June 2024 July - September 2024 Goal: Understand key issues, challenges, and previous plans affecting the study area. Envision Goal: Provide vetted strategies and approaches related to project goals. Act Goal: Document a clear path to implementation. Adopt Goal: Facilitate adoption by relevant regulatory bodies. October - December 2024 January - March 2025 Page 668 of 1184 Introduction8 February 2025 STUDY AREA Page 669 of 1184 9 Introduction9February 2025 Lincoln and Londonderry Study Area Sewage Constraints This small area plan focuses on 45 acres along Edina’s western border, bounded by Highway 169 to the west, Nine Mile Creek to the east and north, and the Manor Homes of Edina townhomes to the south. The study area primarily consists of professional offi ces, light industrial facilities, and warehouses, along with a multifamily residential building, retail spaces, and neighborhood service businesses. The surrounding area features a mix of residential apartments, townhomes, and single-family homes. To the west, across Highway 169, lies the Opus Area business park in the City of Minnetonka. The site benefi ts from full access to Highway 169 via Londonderry Road, and the Nine Mile Creek Regional Trail runs adjacent to the area. Before beginning the future visioning process, it was essential to address a critical constraint: the limitations of sewage capacity in western Edina. Currently, redevelopment with a higher Sewer Availability Charge (SAC) capacity is not permitted in the area highlighted in orange on the map to the right, as the sewage system has reached its maximum capacity. This means that any additional burden on the existing system—such as increased density or building expansions—is not possible. To address this constraint, the recommendations in this plan are divided into two categories: »Current Capacity Recommendations: Actions that support desired changes without increasing water and sewer usage in the area. »Capacity-Dependent Recommendations: Actions that require upgrades to the sewer system to enable increased development. While this plan cannot directly propose solutions to the sewage system limitations, a recent study explored potential opportunities to address the issue in future citywide planning processes. The study identifi ed three potential solutions: »Capacity Shifts: Retrofi t or replace existing buildings without increasing sewer usage. Lincoln and Londonderry Study Area Properties with Sewer Constraints Constraints to be removed 2026 – 2028 Parkland Properties Water Sewage Capacity Map »Connecting to Minnetonka: Utilize Minnetonka’s available sewer system. »Upgrading in Edina: Enhance Edina’s sewage system to support additional capacity. Page 670 of 1184 Introduction10 February 2025 Engagement Edina residents had numerous opportunities to share their vision for the future of Lincoln and Londonderry. Throughout the fi rst three phases of the project, ideas and recommendations were shaped by input gathered during in-person engagement events and through the project’s online platform, Better Together Edina. These initial recommendations were then presented to the community for further feedback and refi nement. Active community participation was essential to the project’s success, laying the groundwork for consensus on future planning and implementation efforts. Image Source: Mend Collaborative Page 671 of 1184 11 Introduction11February 2025 Engagement Activities Engagement EventsThe community was brought together through the planning process for a series of fun engagement events featuring interactive activities where valuable feedback was gathered, fostering community involvement and participation. Community Ideas Map Community Ideas Map - Virtual “What Feels Right?”Imagery Activity Vision Priority Activity Children’s Activities Loves and Needs Visioning Activity Lincoln Drive Design Activity Live-Feedback Presentations April 2024 04/27 Working Group Kickoff Walk May 2024 05/30 Working Group Meeting June 2024 06/11 Community Workshop One 06/27 Working Group Meeting July 2024 07/11 Caribou Coffee and Loden Apartments Pop-ups 7/15 Nine Mile Creek Trail Pop-up 07/25 Working Group Meeting August 2024 08/22 Working Group Meeting September 2024 9/10 Community Workshop Two 9/13 Business Owner Surveying 09/26 Working Group Meeting October 2024 10/24 Working Group Meeting November 2024 11/21 Working Group Meeting December 2024 12/02 Final Community Workshop January 2025 01/02 Final Working Group Meeting Page 672 of 1184 Introduction12 February 2025 Building a Case for Action A Small Area Plan “Case for Action”, which is summarized here, introduced research and community engagement efforts conducted during the understand phase of the plan. Historically, the Lincoln and Londonderry area has seen signifi cant transformation. Once farmland and rural residential in the mid-20th century, it became a hub for light industrial and commercial uses by the late 20th century. The area’s connection to the Nine Mile Creek fl oodway has remained largely intact, preserving natural features despite urban development. Infrastructure improvements, including highway connections and the construction of the Nine Mile Creek Trail in 2017, have enhanced access and mobility. Recent developments, such as the Loden apartments and the under-construction METRO Green Line Light Rail extension (slated to open in 2027), are increasing the area’s residential presence and connectivity. Community engagement has been a cornerstone of this planning process. A combination of in- person events and online platforms was utilized to gather input, educate residents on the planning process, and explore existing conditions. Approximately 100 community members participated in open houses and pop-up events held at local venues such as Walnut Ridge Park, Caribou Coffee, and the Loden’s club room. Feedback from these sessions informed key priorities for the plan, which were distilled into six community values: economic development and local businesses, housing and development character, community and gathering spaces, green spaces and environmental stewardship, safe mobility, and visionary planning through ongoing community involvement. Economic development aims to encourage diverse businesses that meet community needs while balancing tax revenue considerations. Existing uses, including warehouses, offi ce spaces, and the Londonderry Shops, were evaluated to ensure economic resilience. Community input highlighted a desire for more gathering spaces, both indoor and outdoor, including teen-friendly areas and trail amenities. Housing and development in the area refl ect a mix of styles, from 1970s-era industrial designs to contemporary additions like the Loden apartments. Community feedback has emphasized the need for housing but revealed differing opinions on the scale of future development. The area’s green spaces, including wetlands and a mature tree canopy along the fl oodway, are highly valued by residents. Efforts to enhance environmental stewardship will focus on preserving biodiversity, improving habitat quality, and reducing the impact of development on natural features. Mobility is another critical area of focus. Lincoln and Londonderry serve as a multimodal hub, connecting to highways, trails, and a future light rail station. However, challenges such as missing pedestrian connections, inconsistent wayfi nding, and traffi c concerns were identifi ed. Community members have expressed a desire for improved pedestrian and cyclist safety, particularly at key intersections like Lincoln Drive and Londonderry Road. The Nine Mile Creek Trail was celebrated as a major asset but lacks suffi cient amenities such as resting nodes. The full “Case for Action” was recorded as a short video which can be viewed at the QR code below. Case For Action QR Code Page 673 of 1184 13 Introduction13February 2025 Emerging Themes After thoroughly analyzing community feedback, several priorities began to surface: Connection to Nature “I love the walking trails and easy connections to parks.” “I would like to see more native plants and erosion control along the creek.” Community Spaces and Businesses “I love having access to restaurants, coffee shops and services.” “We need more gathering opportunities like breweries and restaurants.” Safety and Mobility “I am concerned about increasing traffi c.” “I am concerned about dangerous intersections for pedestrians and bikers.” Housing “I would like to see affordable townhomes and home ownership opportunities” “Instead of constructing a large-scale housing complex, we should focus on creating a more inviting, livable community that people genuinely want to call home.” “Lincoln and Londonderry is primed for equitable growth that will provide affordable housing and help the City reach its equity and diversity goals.” Community Voice “There are many great things about Lincoln and Londonderry. What most comes to my mind is the sense of community and pride.” Photos from the Open House at Walnut Ridge Park. Image Source: Mend Collaborative Page 674 of 1184 Introduction14 February 2025 Community Priorities Building on community input and the vision statement, the working group developed six community priorities, which were then shared with the community at a public event. These priorities were workshopped, revised, presented to the City Council, and fi nalized by the working group. Encourage a diverse array of local businesses that support the community’s needs. Create vibrant spaces that encourage and foster community and inclusivity. Preserve and enhance the natural environment, prioritizing sustainability and outdoor activities. Ensure safe, accessible, and effi cient movement for all. Promote a balanced approach to housing that respects community needs and preferences. Foster a forward-thinking approach to development that involves the community. Project Vision In 2040, the Lincoln and Londonderry area will be a welcoming gateway to western Edina. There will be shops, restaurants, homes, and jobs, all in a natural setting along Nine Mile Creek. It will be thoughtfully and sustainably designed, blending eco-friendly amenities with natural beauty. The area will be easy to get to and move around in, with bike lanes and trails, walking paths, bus stops, and carefully integrated parking. The Lincoln and Londonderry area will be a great place to live, work, and gather, fostering community and encouraging people to use the trails and gathering spaces. During the Envision Phase, the project team identifi ed community priorities and refi ned them into actionable steps to shape the fi nal recommendations. Establishing a clear vision that refl ects these priorities for the Lincoln and Londonderry area was a key focus. Based on community engagement, data collection, and discussions, the following vision statement was developed to guide the area’s future: Page 675 of 1184 15 Introduction15February 2025 The recommendations in this Small Area Plan are divided into two categories: »Current Capacity Recommendations: »Capacity-Dependant Recommendations: Recommendation Navigation Getting Around SafelyMap Legend Nine Mil e C r e e k T r a i l Nine M i l e C r e e k T r a i l HWY 169HWY 169yyyyLondonderry Road yyyyyyyyyyLondonderry Drive The L o d e n Apts The L o d e n A p t s Children’s Business Campus Dovre Drive Lincoln DriveParking Garage The LondoThe Londohhe LThe Londohe Lone LondoThe LondoondoThe LondoondonThe LhThe LoLondohe LonTheh nderryndernderry Shnderry Shnderry Shnderry Shrryerry Sherry Sderry Sderry ShSnderry Seopoopsopopsopopopsppsop MPLS Area Realtors 2IÀ FH 2IÀFH IndustrialIndustrial IÀ,QGXVWULDO2IÀFH Existing Drive Surfacing Nine Mile Creek Trail Existing Buildings 100 Year Flood Extents Existing Parkland Property Existing Trees Proposed Trees Existing Sidewalks Proposed Sidewalks Intersection Improvement Trail Rest Area Trail Rest Stop Commercial/Retail Rezone Art Opportunity Contour Lines Proposed Trail Extension Economic Development and Business December 2024DRAFT48 S13 S13 S13 Getting Around SafelyGetting Around SafelyDecember 2024DRAFT 49 Full Recommendation: Improveintersections for pedestrian safety. S13 |Improve Intersections To improve pedestrian safety, the intersections atLincoln Dr and Londonderry Rd should be raised DQGPRGLÀHGWRWLJKWHQWKHUDGLLRIWKHWXUQLQJcorners. Additionally, crosswalks should be addedacross Dovre, and across the driveway entranceWR/RQGRQGHUU\6KRSV)LQDOO\DWUDIÀFFDOPLQJmedian should be added at the Londonderry Shops entry. $UDLVHGLQWHUVHFWLRQLVDWUDIÀFFDOPLQJDQGVDIHW\feature that elevates the entire intersection toWKHOHYHORIWKHVXUURXQGLQJVLGHZDONVVORZLQJ YHKLFXODUWUDIÀFDQGPDNLQJWKHVSDFHPRUHSHGHVWULDQIULHQGO\7KLVGHVLJQLPSURYHVYLVLELOLW\ PRELOLW\DQGDFFHVVLELOLW\E\FUHDWLQJDVHDPOHVVWUDQVLWLRQIRULQGLYLGXDOVXVLQJZKHHOFKDLUVstrollers, or bicycles. For vehicles, raised intersections contribute toUHGXFHGVSHHGVVDIHUWXUQLQJPRYHPHQWVDQGa lower likelihood of crashes. It is important tonote that street maintenance vehicles, such as VQRZSORZVDQGVWUHHWVZHHSHUVFDQQDYLJDWH WKHVHUDLVHGLQWHUVHFWLRQVZLWKRXWGLIÀFXOW\ %\SULRULWL]LQJSHGHVWULDQVDQGHQFRXUDJLQJslower, more intentional vehicle movements, these raised intersections aim to promote a safer, more walkable, and connected community space, UHLQIRUFLQJDSHRSOHÀUVWDSSURDFKWRXUEDQ GHVLJQ 7KLVUDLVHGFURVVZDONDQGVLJQDOLQJVORZVWUDIÀFDQGprioritizes pedestrian mobility. Source: Toolbox of Individual 7UDIÀF&DOPLQJ0HDVXUHV86'27 7KLVUDLVHGLQWHUVHFWLRQH[DPSOHLVIURPWKH1HZ<RUN&LW\'HSDUWPHQWRI7UDQVSRUWDWLRQ6WUHHW'HVLJQ0DQXDO Recommendation sections typically begins with a map or graphic. Recommendation title Recommendation subtitle Recommendation description Supporting graphic and images Relative cost of recommendation:$$$$$$ On the maps, the areas related to the recommendation are labeled with a teardrop icon that looks like this: The callout box within the legend helps navigate to the colors and shapes used to represent the specifi c recommendation. S1 - S20 (s = short term) L1 - L6 (l = long term) S13 Page 676 of 1184 Housing and Development16 February 2025 Current Capability Recommendations Character of Housing and Development Economic Development and Local Business Community and Gathering Spaces Green Spaces and Environmental Stewardship Getting Around Safely Community Involvement and Visionary Planning Actions that support desired changes without increasing water and sewer usage in the area. Page 677 of 1184 Character of Housing and Development 02 Promote a balanced approach to housing that respects community needs and preferences. Page 678 of 1184 Housing and Development18 February 2025 Do encourage property owners to naturalize planted areas, reduce turf grass coverage, and plant trees!Do not support plantings that require intense maintenance and fertilization practices such as turf grasses. Do encourage property owners to add dedicated, shaded and safe outdoor gathering areas for employees. Do not support haphazard temporary solutions to gathering spaces. Do support development that prioritizes natural and sustainable materials and that encourage continued urban forest coverage in the area. Do not support ultra-traditional or ulta-modern construction styles that do not include sustainable building material and landscaping strategies. Development Do’s and Don’ts Do...Don’t... Page 679 of 1184 Housing and DevelopmentHousing and Development 19February 2025 Full Recommendation: Rightsize development including residences, commercial development, and offi ce spaces. S1 | Rightsize Development Throughout the engagement process, the community shared a range of perspectives on development in Lincoln and Londonderry. While some residents expressed a desire for additional amenities—such as grocery stores, restaurants, and family-oriented community spaces—others emphasized preserving the area’s existing character and avoiding signifi cant change. To balance these viewpoints, a “rightsizing development” approach was recommended. This strategy guides future growth to meet evolving community needs while respecting the area’s unique charm, aesthetics, and values. Key principles of rightsizing development include: • Prioritizing local input to ensure community voices guide decision-making. • Growing incrementally to add value without overwhelming the area’s infrastructure or character. • Focusing on community and family-oriented services to enhance livability. • Creating sustainability and accessibility standards for architecture and landscape design that complement the area’s natural surroundings. These principles can be achieved through the establishment of design standards (see Recommendation S2). By adopting a rightsizing development approach, Lincoln and Londonderry can evolve thoughtfully—meeting the community’s needs today while preserving the qualities that make the area special for future generations.POLICYno cost Page 680 of 1184 Housing and Development20 February 2025 setb a c k s lot d e p t h Minimum of 50% transparency for the fi rst fl oor of commercial buildings 20’ height minimum fi rst fl oor for commercial buildings 20’ min 35’ m i n 100’ m i n <130’ No building may exceed 130 feet in length, though buildings may connect via skyways above the fi rst fl oor. Page 681 of 1184 Housing and DevelopmentHousing and Development 21February 2025 S2 | Establish Design Standards Design standards are a set of guidelines and best practices that defi ne how new development should look, feel, and function. These standards are highly encouraged, and the City of Edina may choose to adopt these or similar standards into the zoning ordinance to make them mandatory. These guidelines help ensure projects achieve the desired quality, performance, and functionality as determined by the City and community. The recommended design standards for Lincoln and Londonderry build upon Edina’s existing development standards and include the following: »Building setbacks: 35 feet from all property lines. »Lot depth: Minimum of 100 feet. »Building coverage: 30% of the site for residential properties and 25% for commercial properties. »Building heights: In general, building heights should be limited to four stories. The City may consider additional height where it is deemed appropriate in order to achieve other goals described in this plan or other guiding documents »Building design and construction: Full Recommendation: Establish design standards for development that include suggested building materials and site design standards to create an eco-district. »Minimum of 50% transparency for the fi rst fl oor of commercial buildings. »Use of “natural” materials required on the fi rst vertical 60 feet of commercial buildings and for all residential construction. Natural materials include stone (preferably sourced from Minnesota) and visible wood framing. »No building may exceed 130 feet in length, though buildings may connect via skyways above the fi rst fl oor. »First-fl oor ceiling heights must be a minimum of 20 feet for commercial uses. »Sustainability requirements: The City has a Sustainable Buildings Policy that applies when a developer is requesting fi nancial assistance or rezoning to a PUD.POLICYno cost Page 682 of 1184 The Londonderry Shops form part of the western border of the small area plan acreage, backing up to highway 169 at the Londonderry/Bren Road exit. Image Source: Mend Collaborative Page 683 of 1184 Economic Development and Local Business 03 Encourage a diverse array of local businesses that support the community’s needs. Page 684 of 1184 Economic Development and BusinessMap Legend Nine M i l e C r e e k T r a i l Ni n e M i l e C r e e k T r a i l HWY 169HWY 169Londonderry Road Londonderry Drive The L o d e n A p t s Children’s Business Campus Dovre Drive Lincoln DriveParking Garage The Londonderry Shops MPLS Area Realtors Offi ceOffi ce IndustrialIndustrial Industrial + Offi ce Existing Drive Surfacing Nine Mile Creek Trail Existing Buildings 100 Year Flood Extents Existing Parkland Property Existing Trees Proposed Trees Existing Sidewalks Proposed Sidewalks Intersection Improvement Commercial/Retail Rezone Art Opportunity Contour Lines Proposed Trail Extension Economic Development and Business24 February 2025 Trail Rest Area (TRPD) Trail Seating Area (Edina) S3 Page 685 of 1184 25 Economic Development and BusinessFebruary 2025 Full Recommendation: Attract neighborhood scale commercial/retail development, similar to the existing Londonderry shops by rezoning the two parcels northwest of the Lincoln and Londonderry intersection. S3 | Attract Neighborhood- Scale Development The property just north of Londonderry Road, currently zoned as PID (Planned Industrial District), has attracted signifi cant development interest in recent years due to the potential for sale by its current owner. This parcel presents a unique opportunity to align future development with the community’s goals and needs. To encourage a development pattern that refl ects community support, it is recommended that this property, along with the adjacent parcel to the north, be rezoned to allow for retail and commercial uses, similar in scale and character to the Londonderry Shops development. This approach would create space for small restaurants, grocery stores, and other community-serving businesses, enhancing access to services and addressing the desires expressed during community engagement. Given the current limitations of the sewer infrastructure, any new development must not exceed the existing water consumption levels of the site. For example, the current offi ce building has approximately 8 toilets. With this level of use, high-consumption businesses—such as a car wash or beverage production facility—would likely not be feasible unless the sewage capacity issue is resolved. Development should be at a similar scale to Londonderry Shops. Image source: Mend Collaborative This rezoning is a proactive step to guide thoughtful growth while addressing infrastructure limitations. It positions the parcel for near-term improvement and long-term viability.POLICYno cost Page 686 of 1184 Economic Development and Business26Economic Development and BusinessFebruary 2025 S4 | Improve Outdoor Spaces Full Recommendation: Improve the function and aesthetics of industrial outdoor spaces. The industrial buildings north of Londonderry Road house small businesses and their employees, but the area lacks comfortable outdoor spaces. Picnic tables are often placed in cramped, makeshift spots in parking lots or near trees that are too close to the highway to be enjoyable or relaxing for local workers. To address this, two key improvements are recommended. First, the aesthetics of the industrial buildings should be enhanced with murals or other creative installations that transform the expansive industrial facades and create a more inviting environment for employees and visitors. Second, well-designed and intentional outdoor gathering spaces should be established to improve both the functionality and appeal of the area. These spaces should be located further from the highway to reduce noise and should prioritize greenery versus paving to increase comfort. Features such as shaded seating, native landscaping, and accessible pathways would create a welcoming atmosphere, encouraging employees to use these spaces during breaks. Together, these improvements would enhance the look and feel of the industrial area, benefi ting both employees and the broader community. Industrial buildings retrofi tted to improve outdoor spaces for employees and the community. Source: AI Adding murals to long expanses of industrial building would create a more inviting environment. Source: AIPROJECTprimarily private investment, but the City could create a fund to incentize these improvements$ Page 687 of 1184 27 Economic Development and BusinessFebruary 2025 This page has been intentionally left blank. Page 688 of 1184 Lincoln Drive and Londonderry Road in the summer. Image Source: Mend Collaborative Page 689 of 1184 Community Gathering Spaces 04 Create vibrant spaces that encourage and foster community and inclusivity. Page 690 of 1184 Community Gathering SpacesMap Legend Nine M i l e C r e e k T r a i l Ni n e M i l e C r e e k T r a i l HWY 169HWY 169Londonderry Road Londonderry Drive The L o d e n A p t s Children’s Business Campus Dovre Drive Lincoln DriveParking Garage The Londonderry Shops MPLS Area Realtors Offi ceOffi ce IndustrialIndustrial Industrial + Offi ce Existing Drive Surfacing Nine Mile Creek Trail Existing Buildings 100 Year Flood Extents Existing Parkland Property Existing Trees Proposed Trees Existing Sidewalks Proposed Sidewalks Intersection Improvement Trail Rest Area (TRPD) Trail Seating Area (Edina) Commercial/Retail Rezone Art Opportunity Contour Lines Proposed Trail Extension Economic Development and Business30 February 2025 S5 S5 Page 691 of 1184 31 Community Gathering SpacesFebruary 2025 Full Recommendation: Partner with Three Rivers Park District to create rest areas for trail users at the northern end of Lincoln Drive and adjacent to the Children’s Campus. Rest areas along trails are essential for providing users with a place to recharge, rehydrate, and enjoy the surrounding environment. These stops offer a break from physical exertion, which is especially important on long or challenging trail excursions. Rest areas equipped with seating, shade, water sources, and sometimes informational signage contribute to a more enjoyable and safer experience, reducing fatigue and creating a unique sense of place along the trail. Additionally, these stops often encourage social interaction, allowing joggers and bikers to connect, share tips, meet up, or simply enjoy a brief pause together. Two locations are identifi ed for creating new trail rest areas along the Nine Mile Creek Trail in the Lincoln and Londonderry area: • Where the trail transitions to a boardwalk at the northern end of Lincoln Drive. • Where the trail transitions to a boardwalk behind the Children’s Business campus. These trail rest areas should meet, at a minimum, the standards set by the Three Rivers Park District for trail rest stops, which include an ADA-accessible concrete pad with benches, a trash receptacle, and bike racks. The Park District provides specifi c design standards that should be referenced and followed, with additional considerations for unique adjustments to the Three Rivers Park District trail rest stop design standards. Source: Three Rivers Park District. An example of a standard accessible Three Rivers Park District trail rest stop. Source: Three Rivers Park District. ThTh ee RiRi esPPa kk DiDist iict t ailil est st pop ddesii sta dda dds5'-0"ADJACENT BITUMINOUSTRAIL+/-3' TOFRONT EDGEOF BENCH31'-0" SAWN CONTROLJOINT (TYP) 36" MIN.4"CONCRETE PAVEMENT MIX TOBE MnDOT 4000 PSI CLASS 5 AGGREGATE BASESCARIFY & RECOMPACT SUBGRADE 6" RESTORE WITH MIN. 4"TOPSOIL AND MnDOTSEED MIX 25-131 ADJACENTTRAIL BENCH, SURFACE MOUNTSEE DETAIL GEN-2 6"6"A A SECTION A-A PLAN NOTES: 1) PROVIDE STRAIGHT SAWCUT EDGE ALONG BITUMINOUSPAVEMENT ADJACENT TO NEW CONCRETE. 2) MAXIMUM 2% SLOPE IN ALL DIRECTIONS.3'-0"(6"-DEPTHCONCRETE)21-34" TO CENTEROF LEG 5'-0"(CONTROL JOINT) 4"-DEPTH CONCRETE 6"-DEPTH CONCRETE 2'-0"3'-0"4'-3"2'-9"2'-0"5'-0"2'-3"5'-6"(CONTROL JOINT)5'-0"(CONTROL JOINT)5'-0"(CONTROL JOINT)5'-0"(CONTROL JOINT)5'-6"(CONTROL JOINT) DUMOR MODEL 41-32PL/46-00TRASH RECEPTACLE. SURFACEMOUNT PER MFGRECOMMENDATIONS DUMOR MODEL 83 BIKERACKS. SURFACEMOUNT PER MFGRECOMMENDATIONS GEN-11ACCESSIBLE BENCH PAD WITH TRASH RECEPTACLE & BIKE RACKS NO SCALE S5 Partner with Three Rivers Park District (TRPD) to Create Trail Rest Areas | design, such as integral colored concrete or special color selections for the furnishings to align with the area’s branding. could be a candidate for grant funding PROJECT$ Page 692 of 1184 Community Gathering SpacesMap Legend Nine M i l e C r e e k T r a i l Ni n e M i l e C r e e k T r a i l HWY 169HWY 169Londonderry Road Londonderry Drive The L o d e n A p t s Children’s Business Campus Dovre Drive Lincoln DriveParking Garage The Londonderry Shops MPLS Area Realtors Offi ceOffi ce IndustrialIndustrial Industrial + Offi ce Existing Drive Surfacing Nine Mile Creek Trail Existing Buildings 100 Year Flood Extents Existing Parkland Property Existing Trees Proposed Trees Existing Sidewalks Proposed Sidewalks Intersection Improvement Trail Rest Area (TRPD) Trail Seating Area (Edina) Commercial/Retail Rezone Art Opportunity Contour Lines Proposed Trail Extension Economic Development and Business32 February 2025 S6 S6 S6 Page 693 of 1184 33 Community Gathering SpacesFebruary 2025 Full Recommendation: City to establish small resting areas along the Nine Mile Creek Trail by leveraging their Adopt-a-Bench program. To enhance the experience of trail users traveling through Lincoln and Londonderry, this recommendation suggests adding small resting areas along Lincoln Drive, north of Londonderry Road, by leveraging the City’s Memorial Bench Donation Program. These resting spots would provide users with a place to pause and enjoy scenic views of the ridge overlooking Nine Mile Creek, highlighting mature overstory trees and the stunning seasonal changes throughout the year. By incorporating thoughtfully placed resting areas with seating and minimal landscaping, this initiative would encourage users to appreciate the beauty of the landscape while offering a practical amenity for those navigating the trail. Trail rest stops can be small and informal spaces to stop. Image source: https://vestre.com/us/products/seating/ vroom-benk S6 Create Small Trail Seating Areas | Memorial Bench Donation Program could utilize private funds through the memorial bench programPROJECT$ Page 694 of 1184 34Community Gathering SpacesFebruary 2025 S7 Establish a Community Gathering Space A community-centered gathering space serves as a visual and physical anchor, helping to orient and unify a small area. It creates a sense of place, making the area easier to navigate, while naturally drawing people in for gatherings, relaxation, and activities. It also fosters connections between nearby buildings and uses, enhancing the overall sense of community. As a natural landmark, it provides a clear point of reference for residents, visitors, and workers. In addition to its functional benefi ts, this gathering space could feature green space improvements that enhance the aesthetic appeal of the area, balancing the built environment with shade, greenery and open space. In Lincoln and Londonderry, the creation of a main community gathering space will require careful coordination with local businesses and future development. Ideally located closer to the center of the area, this space could serve as a welcoming hub for walkers, bikers, workers, and the broader community as they move through the area.During a community engagement activity, the community found that the two photos above represent the type of gathering spaces that they’d like to see in Lincoln and Londonderry in the future. Image Sources: https://www. realmstudios.com/raine-square, https://www.damonfarber. com/projects/water-works | Full Recommendation: As redevelopment occurs, seek an opportunity to establish a community gathering space within the Lincoln and Londonderry area. land acquisition could be coordinated with a private developer, but would utilize city funding for design and constructionPROJECT$$ Page 695 of 1184 35 Community Gathering SpacesFebruary 2025 S8 Create Areas for Public Art Full Recommendation: Use unique and locally sourced public art to establish the area as a gateway to Edina. The Lincoln and Londonderry area serves as a gateway into Edina from the west. Incorporating public art at this entryway can create a memorable landmark that is unique to the area, welcoming visitors with creativity and charm. Public art serves multiple purposes in establishing a neighborhood icon. Visually, it draws attention and creates a sense of place, distinguishing the area from its surroundings and making it instantly recognizable. Symbolically, art can refl ect the values, history, or aspirations of the community, offering a narrative that resonates with both residents and visitors. By engaging local artists and drawing inspiration from natural themes in the area, the art can further strengthen the sense of pride and stewardship within the community. Public art also enhances the pedestrian experience, encouraging people to slow down, explore, and engage with the space. By adding an iconic piece of public art at the Lincoln and Londonderry entryway, this gateway to Edina can become more than just a transitional space—it can stand as a vibrant symbol of the city’s identity and its commitment to creativity and community. Image Source: https://www.edcarpenter.net/2021/09/lake- oswego-gateway-sculpture-installed/ Yellow icons show potential locations for public art. | could be coordinated with a private developer, but would likely utilize some city fundingPROJECT$$ Page 696 of 1184 Nine Mile Creek. Image Source: Resource Environmental Solutions Page 697 of 1184 Green Space and Stewardship37February 2025 Green Space and Environmental Stewardship Preserve and enhance the natural environment, prioritizing sustainability and outdoor activities. 05 Page 698 of 1184 Green Space and Stewardship38 February 2025 Lynmar infi ltration basin fi lled with rainwater. Image Source: City of Edina Water Resources Lynmar infi ltration basin sedges inundated with water. Image Source: City of Edina Water Resources Lynmar infi ltration basin with black eyed susan blooms. Image Source: City of Edina Water Resources Lynmar infi ltration basin stepping stones. Image Source: City of Edina Water Resources Chowen park raingarden in Edina. Image Source: City of Edina Water Resources Edina’s Adopt-a- Drain Program Page 699 of 1184 Green Space and Stewardship39February 2025 S9 | Establish Stormwater Management Practices Full Recommendation: Establish green stormwater infrastructure to assist in water management near the area’s sensitive ecosystem. Green infrastructure solutions, such as bioswales and rain gardens, smart irrigation systems, and stormwater reuse systems should be implemented throughout the Lincoln and Londonderry area to manage stormwater runoff, reduce water use, reduce infrastructure cost and help protect the sensitive aquatic ecosystems of Nine Mile Creek ecosystem. Currently, during rain events, water quickly fl ows off hard surfaces like roads and parking lots, picking up pollutants that are carried directly into storm drains or water bodies. This untreated runoff harms water quality, negatively impacting the health of people, plants, and wildlife. Additionally, it can cause fl ooding, erosion, and sewer overfl ows. To address these issues, bioswales and rain gardens should be used as natural solutions to capture, slow down, and fi lter stormwater close to where it falls, before being released into the nearby wetlands. Beyond managing stormwater, these features will enhance the beauty and ecological health of the area, attracting pollinators and birds with their greenery. The images on the previous page depict a few ways that Edina is currently treating rainwater. Edina residents have an opportunity to join the “Adopt-a-Drain” program to get involved to help keep neighborhoods clean. Those who sign up commit to keeping drains clear of trash, leaves and grass. For more information, follow the QR code linked at the next page. Point-Source Pollution Note: Nine Mile Creek in Edina has elevated levels of chloride pollution, primarily attributed to road salt application during winter months. Conventional stormwater management systems are designed to capture and treat pollutants like sediment, nutrients, and debris through mechanisms such as retention basins, fi ltration, and infi ltration. However, these methods are ineffective for addressing chloride pollution because chloride is highly soluble in water. Once dissolved, it cannot be removed by traditional stormwater practices like sedimentation or fi ltration. Additionally, chloride does not degrade or break down naturally over time, meaning it accumulates in water bodies and groundwater. Infi ltration-based systems, which aim to return water to the groundwater, can exacerbate the problem by directly transferring chloride- contaminated water into aquifers. To mitigate chlorine pollution, it must be stopped at the source by using smart salting best practices, low salt design principles and standards, and green infrastructure to minimize runoff. See S12 Eco- Design Standards for best practices. No cost for policy changes, depending on scale of interventions there could be grant opportunityPROJECT$-$$$ Page 700 of 1184 Green Space and Stewardship40 February 2025 University of Minnesota Extension: Recommended Trees for Climate-Ready Woodlands Full Recommendation: Work with property owners to naturalize green spaces and establish planting standards for boulevards and gateways. S10 | Naturalize Green Spaces Community engagement has shown that most participants prefer naturalistic open green spaces featuring low-maintenance, ecologically benefi cial native plant communities. However, many of the privately owned green spaces in this area are currently landscaped with turf grass and ornamental plants, which do not support a healthy, diverse ecosystem. These conventional landscaping methods offer limited habitat for wildlife and require signifi cant amounts of water, as well as pesticides, fertilizers, and frequent mowing—all of which harm the environment. To improve these green spaces and create a more sustainable, functional ecosystem, areas should be naturalized by replacing traditional monoculture landscaping with native and climate-adaptive plantings (see QR code on this page). To guide this transformation, a new set of planting standards specifi c to this area should be established. These standards should focus on best practices for plant selection, design, Tall, low mow fescue seeding is a great replacement for turfgrass. Image Source: https://www.architecturaldigest. com city could create a small fund to incentivize POLICYno cost sourcing, installation, and seasonal maintenance. Resources such as the Minnesota Board of Water and Soil Resources (BWSR) Native Vegetation Establishment and Enhancement Guidelines or their Planting for Pollinators Guide can offer valuable guidance. Additionally, property owners should explore government funding opportunities, like the Lawns to Legume program, to fi nancially support these projects. Page 701 of 1184 Green Space and Stewardship41February 2025 Full Recommendation: Establish a tree planting program to increase canopy, protect existing canopy, and plan for succession in the area’s canopy coverage. S11 | Increase Tree Canopy Based on community feedback, one of the most valued assets of the Lincoln and Londonderry area is its mature tree canopy. A common critique of the larger buildings in this area is the lack of mature trees and landscaping to soften and break up the long building facades. This recommendation seeks to protect the healthy, mature trees currently on-site while encouraging the establishment of new trees in areas that will be shielded from potential future development. Tree selection and placement should be done in collaboration with the City’s Forester. Expanding the tree canopy in this area will help further buffer the highway, provide additional habitat, reduce the heat island effect, and reinforce the area as a natural extension of the nearby Nine Mile Creek. An example of an Urban Forest Policy, and Edina’s Tree Memorial Program is provided via the QR code below: Minneapolis Urban Forest Policy Document Edina’s Tree Memorial Program During a pop-up at Caribou Coffee, the community noted that they dislike the lack of mature canopy around the Loden Apartments. Image Source: Mend Collaborative Mature trees along the creek are highly valued. Image Source: Resource Environmental Solutions, LLC city could create a small fund to incentivize POLICYno cost Page 702 of 1184 Green Space and Stewardship42 February 2025 Full Recommendation: Establish and enhance ecological and stormwater development standards for future redevelopment. S12 | Set Eco-Development Standards Development standards are essential for guiding new development because they ensure that growth and change occur in a way that aligns with the community’s vision, priorities, and character. Suggested standards for new development in the area are included in the following table. Note: Future development to be coordinated with current city standards. While some of these are existing standards and some are proposed, a document of all standards should be created by the City of Edina. LLSAP Stormwater Design Standards Wetland Regulations Nine Mile Creek Watershed District is the local government unit with jurisdictional control for enforcement of the Wetland Conservation Act. For most activities that could affect wetlands, the rules of the Nine Mile Creek Watershed District will apply. Runoff Runoff cannot be discharged directly into wetlands without presettlement of the runoff. A protective buffer strip of natural vegetation must surround all wetlands. Drain Leaders All newly constructed and reconstructed buildings will route drain leaders to pervious areas where the runoff can be allowed to infi ltrate. The fl ow rate of water exiting the leaders shall be controlled so no erosion occurs. Water Quality Treatment Standards Establish a higher standard for pollution mitigation in this area, in coordination with the Nine Mile Creek Watershed District. Fertilizer Regulations No person will apply fertilizer or deposit grass clippings, leaves, or other vegetative materials on impervious surfaces, or within stormwater systems, natural drainageways, or wetland buffer areas. No lawn fertilizer, whether liquid or granular, containing phosphorous or phosphate may be applied, except in small amounts when soil tests indicate a need for added phosphorous to support healthy turf, or during the fi rst year of establishing new turf. Fertilizer applications are prohibited within 50 feet of any wetland or water resource.POLICYno cost Page 703 of 1184 Green Space and Stewardship43February 2025 LLSAP Ecological Design Standards Overstory Trees The trees must be classifi ed as overstory species by the American Nursery Association. Overstory trees should not include the following, unless approved by the city forester: Ash, American elm (except disease-resistant varieties), Silver maple, Box elder, Cottonwood (male only), All species of Populus (poplar), Ginkgo (female only) Public Right of Way Landscaping Street trees should be spaced 30 feet apart, measured from the center of each tree trunk. If no planting strip is available or utilities prevent planting in the designated strip, trees may be planted on the development parcel, 3 to 7 feet behind the property line closest to the public right-of-way. Overstory Trees within Development Parcel Requires 1 overstory tree per 40 feet of site perimeter plus a full complement of understory trees and shrubs to complete a quality landscape treatment of the site. Low Salt Design Incorporate low salt design standards for corridors and sites to reduce the demand for chemical deicers, including chloride, in winter maintenance operations. Smart Irrigation Systens Irrigation systems must include smart controllers with features like weather-based scheduling and soil moisture sensors. Parking Lot Landscaping Off-street parking areas with six or more spaces and all loading facilities must be screened from public streets with clear views of these areas and from nearby residential or public properties. Screening Height: At least 4 feet tall for parking areas. At least 10 feet tall for loading facilities. Maximum height of 4 feet along street frontages. Screening must provide at least 75% opacity. Winter Maintenance: Parking lot landscaping must consider winter maintenance activities to ensure that effective and effi cient ice and snow removal can be prioritized without leaning on chemical de-icers that further harm water resources. Parking Lot Interior Landscaping Properties with on-site parking for 20 or more cars must provide landscaped areas equal to 10% of the total paved parking area. All interior parking rows must end with a landscaped island or area. Landscaped areas should be evenly distributed within the parking lot to provide shade and improve visual appeal. The maximum distance between landscape islands should be around 60 to 100 feet. Landscape islands must be at least 6 feet wide and generally the length of a standard parking space. Each island must have at least one tree and fi ve shrubs. For double- loaded parking spaces, each island must be at least 6 feet wide and generally the length of two back- to-back or nose-to-nose parking spaces. Page 704 of 1184 Green Space and Stewardship44 February 2025 Understory Tree within Development Parcel A minimum of one understory tree must be planted for every 10,000 square feet of total lot area. Perennials Planting in New Development At least one perennial must be planted for every 500 square feet of total lot area. Shrubs can be used as substitutes in addition to the required minimum number of shrubs. If the calculation results in a fraction, round up to the next whole number. Sustainable Landscaping Landscaping plans must have water- effi cient designs. Use of native and drought-tolerant plants reduce the demand for irrigation water as well as other inputs like fertilizers. Parking Lot Interior Landscaping Islands must contain at least two trees and ten shrubs. Landscaping areas bordering driveways and parking lots must be protected by curbing, wheel stops, or other similar protective devices, unless the area is a bioswale. Minimum Tree Density Multifamily development: 4 signifi cant/landmark trees per 5,000SF of lot area. Commercial and Civic: 4 signifi cant/landmark trees per 5,000 SF of lot area. Shrubs within Development Parcel At least one shrub must be planted for every 750 square feet of total lot area. If the calculation results in a fraction, round up to the next whole number. This requirement includes shrubs planted in surface parking areas. Page 705 of 1184 Green Space and Stewardship45February 2025 This page has been intentionally left blank. Page 706 of 1184 Nine Mile Creek Regional Trail and wetland during the summer. Image Source: Mend Collaborative Page 707 of 1184 Getting Around Safely 06 Provide safe and accessible multi-modal transportation options within and around the district. Page 708 of 1184 Getting Around SafelyMap Legend Nine M i l e C r e e k T r a i l Ni n e M i l e C r e e k T r a i l HWY 169HWY 169Londonderry Road Londonderry Drive The L o d e n A p t s Children’s Business Campus Dovre Drive Lincoln DriveParking Garage The Londonderry Shops MPLS Area Realtors Offi ceOffi ce IndustrialIndustrial Industrial + Offi ce Existing Drive Surfacing Nine Mile Creek Trail Existing Buildings 100 Year Flood Extents Existing Parkland Property Existing Trees Proposed Trees Existing Sidewalks Proposed Sidewalks Intersection Improvement Commercial/Retail Rezone Art Opportunity Contour Lines Proposed Trail Extension Economic Development and Business48 February 2025 Trail Rest Area (TRPD) Trail Seating Area (Edina) S13 S13 S13 Page 709 of 1184 Getting Around SafelyGetting Around Safely 49February 2025 Full Recommendation: Improve intersections for pedestrian safety. S13 | Improve Intersections To improve pedestrian safety, consideration should be given to traffi c calming treatments within the study area. Example treatments include tight curb radii, curb extensions, pedestrian refuge islands, medians and raised crosswalks. Key intersections to prioritize improvements include Lincoln Drive/Londonderry Road, Lincoln Drive/Dovre Drive, and the entrance to the Londonderry Shops. Another potential improvement is a raised intersection. This is a traffi c calming feature that elevates the entire intersection to the level of the surrounding sidewalks, slowing vehicular traffi c and making the space more pedestrian- friendly. This design improves visibility, mobility and accessibility by creating a more seamless transition for individuals using bicycles, strollers or other mobility devices. For vehicles, raised intersections contribute to reduced speeds, safer turning movements and a lower likelihood of crashes. It is important to note that street maintenance vehicles, such as snow plows and street sweepers, can navigate these raised intersections without diffi culty. This raised intersection example is from the New York City Department of Transportation Street Design Manual. could be eligible for grant funding PROJECT$$$ As redevelopment occurs, additional engineering studies will be needed to evaluate traffi c calming solutions. Whenever possible, improvements should promote a safer, more walkable and connected community space, reinforcing a people- fi rst approach to urban design. In collaboration with Minnetonka and MnDOT, the City should also study the adjacent interchange with Highway 169 for potential improvements that promote safety for all modes of transportation. Page 710 of 1184 Getting Around SafelyMap Legend Nine M i l e C r e e k T r a i l Ni n e M i l e C r e e k T r a i l HWY 169HWY 169Londonderry Road Londonderry Drive The L o d e n A p t s Children’s Business Campus Dovre Drive Lincoln DriveParking Garage The Londonderry Shops MPLS Area Realtors Offi ceOffi ce IndustrialIndustrial Industrial + Offi ce Existing Drive Surfacing Nine Mile Creek Trail Existing Buildings 100 Year Flood Extents Existing Parkland Property Existing Trees Proposed Trees Existing Sidewalks Proposed Sidewalks Intersection Improvement Commercial/Retail Rezone Art Opportunity Contour Lines Proposed Trail Extension Economic Development and Business50 February 2025 Trail Rest Area (TRPD) Trail Seating Area (Edina) S14 Page 711 of 1184 Getting Around SafelyGetting Around Safely 51February 2025 Full Recommendation: Improve the pedestrian and bicycle trail connection on Londonderry Road to the Opus SWLRT station and connect to Route 38. S14 | Connect to the Opus SWLRT and Adjacent Transit Service This recommendation aims to improve biking and walking connections, particularly for commuters traveling from western Edina along the Nine Mile Creek Trail, to the Green Line Opus Station and new local Route 38. The Green Line extension and Route 38 will provide the community with quick public transit access to downtown Minneapolis and other regional destinations. Initial analysis using Strava data revealed that many cyclists prefer biking along Londonderry Road over Highway 169, rather than using the Nine Mile Creek Trail to the north beneath the highway. A new trail connection over the highway bridge would offer a more direct route, saving approximately five minutes of biking time to the Opus Area Station. These improvements should include a barrier between the bridge trail and roadway, and new sidewalks and on-street bike lanes on Bren Road in Minnetonka. Implementing this recommendation extends beyond the boundaries of this small area plan and will require collaboration with MNDOT and the City of Minnetonka to bring the recommendation to fruition. The current sidewalk condition allows an appropriate width for a 10’ multi-use trail. Image source: Mend Collaborative. The trail to the Opus Green Line Station could be eligible for grant funding PROJECT$$ Page 712 of 1184 Getting Around SafelyMap Legend Nine M i l e C r e e k T r a i l Ni n e M i l e C r e e k T r a i l HWY 169HWY 169Londonderry Road Londonderry Drive The L o d e n A p t s Children’s Business Campus Dovre Drive Lincoln DriveParking Garage The Londonderry Shops MPLS Area Realtors Offi ceOffi ce IndustrialIndustrial Industrial + Offi ce Existing Drive Surfacing Nine Mile Creek Trail Existing Buildings 100 Year Flood Extents Existing Parkland Property Existing Trees Proposed Trees Existing Sidewalks Proposed Sidewalks Intersection Improvement Commercial/Retail Rezone Art Opportunity Contour Lines Proposed Trail Extension Economic Development and Business52 February 2025 Trail Rest Area (TRPD) Trail Seating Area (Edina) S15 Page 713 of 1184 Getting Around SafelyGetting Around Safely 53February 2025 S15 | Create a New Boardwalk Connection Full Recommendation: Create a new northern boardwalk connection off of the existing Nine Mile Creek Trail boardwalk either to Lincoln Drive or to Malibu Drive. Edina’s Parks, Recreation, and Trails Strategic Plan proposes a connection to the neighborhoods north of Lincoln and Londonderry via the Nine Mile Creek Trail, aiming to enhance walkability and connectivity to existing and future services in the area. Extending the trail through this critical wetland ecosystem will require close collaboration with the Three Rivers Park District to ensure compliance with their trail standards and environmental protections. Two options for this connection are under consideration: the 2015 report suggests a trail parallel to the highway, linking back to Lincoln Drive at the North and Lincoln Apartments. An alternative proposes connecting the trail at Malibu Drive, which would reduce the impact on the wetland ecosystem. Continued collaboration with the community and the Nine Mile Creek Watershed District will be essential to determine which option best integrates into the neighborhood while minimizing negative environmental impacts. Boardwalk connection options to Oaks Lincoln Apartment and to Malibu Drive. Image Source: Mend Collaborative Option A: Connection to Oaks Lincoln Apartments Option B: Connection to Malibu Drive could be eligible for grant funding PROJECT$$$ Page 714 of 1184 Getting Around SafelyMap Legend Nine M i l e C r e e k T r a i l Ni n e M i l e C r e e k T r a i l HWY 169HWY 169Londonderry Road Londonderry Drive The L o d e n A p t s Children’s Business Campus Dovre Drive Lincoln DriveParking Garage The Londonderry Shops MPLS Area Realtors Offi ceOffi ce IndustrialIndustrial Industrial + Offi ce Existing Drive Surfacing Nine Mile Creek Trail Existing Buildings 100 Year Flood Extents Existing Parkland Property Existing Trees Proposed Trees Existing Sidewalks Proposed Sidewalks Intersection Improvement Commercial/Retail Rezone Art Opportunity Contour Lines Proposed Trail Extension Economic Development and Business54 February 2025 Trail Rest Area (TRPD) Trail Seating Area (Edina) S16 S16 Page 715 of 1184 Getting Around SafelyGetting Around Safely 55February 2025 S16 | Improve Desire Lines Full Recommendation: Improve desire lines” to Children’s, the Loden, and the Londonderry Shops. Circulation pattern data in Lincoln and Londonderry reveal several well-defi ned desire lines, where pedestrians have created informal routes to make walking more effi cient or enjoyable. These paths cut through existing lawn areas at the Londonderry Shops and behind the Children’s Campus, indicating a need for improved circulation loops to better connect key destinations in the area. At the Londonderry Shops, the recommendation includes adding an accessible ramp from the parking lot to the street corner to improve pedestrian access. Additionally, Loden residents currently navigate informal paths behind the Children’s Campus “back of house” area to reach the Nine Mile Creek Trail. This recommendation suggests establishing a clearly defi ned trail for residents. The purple line on the left shows an accessible sidewalk down to the Lincoln and Londonderry intersection. People often travel down this inaccessible slope to reach the sidewalk at Lincoln Drive and Londonderry Road. could be eligible for grant funding PROJECT$$ Page 716 of 1184 Getting Around SafelyMap Legend Nine M i l e C r e e k T r a i l Ni n e M i l e C r e e k T r a i l HWY 169HWY 169Londonderry Road Londonderry Drive The L o d e n A p t s Children’s Business Campus Dovre Drive Lincoln DriveParking Garage The Londonderry Shops MPLS Area Realtors Offi ceOffi ce IndustrialIndustrial Industrial + Offi ce Existing Drive Surfacing Nine Mile Creek Trail Existing Buildings 100 Year Flood Extents Existing Parkland Property Existing Trees Proposed Trees Existing Sidewalks Proposed Sidewalks Intersection Improvement Commercial/Retail Rezone Art Opportunity Contour Lines Proposed Trail Extension Economic Development and Business56 February 2025 Trail Rest Area (TRPD) Trail Seating Area (Edina) S17 S17 S17 Page 717 of 1184 Getting Around SafelyGetting Around Safely 57February 2025 S17 | Add Trees Along Lincoln Drive West Full Recommendation: Add street trees and sidewalks to the west side of Lincoln Drive. To improve safety, comfort, and accessibility, this recommendation proposes adding a sidewalk along the western edge of Lincoln Drive, complemented by a tree-lined boulevard. This recommendation suggests development outside of the existing western curb line to limit cost during this phase of design. The property line currently abuts Lincoln Drive along the western curb, so implementing this recommendation will require collaboration with business owners. The sidewalk should be at least 6 feet wide, with a minimum 6-foot-wide tree boulevard and/ or bioswale. This will be consistent the with bioswales recommended in S9 on page 39. proposed sidewalk existing Nine Mile Creek Trailexisting shoulder proposed bioswale proposed trees 6’-0”6’-0” 50’-0” 12’-0”12’-0”12’-0”7’-0” existing cross section A well-designed, accessible walking path enhances walkability, making it easier for people to visit businesses and services along Lincoln Drive. For future development, these improvements will establish a foundation for a more pedestrian- friendly environment, contributing to a vibrant, connected streetscape that can attract new businesses and residents. The addition of street trees increases shade, provides habitat, and adds a vegetative buffer to separate residential from industrial/commercial spaces. could be grant eligible or costs could passed along to adjacent proprietiesPROJECT$$$ Page 718 of 1184 Getting Around SafelyGetting Around Safely58 February 2025 S18 | Advocate for Local Transit Service Full Recommendation: Request Bus Service west to the Light Rail Station. To prepare for the opening of the Opus Light Rail Station in 2027, this recommendation prioritizes the addition of a bus service connection at the corner of Lincoln Drive and Londonderry Road, and to request extending the local bus route 38 across highway 169. This improvement aims to enhance multi modal connectivity for the community and provide equitable access to the expanded transit network. Metro Transit’s newly released Network Now process has suggested that the area around Opus Station in Minnetonka should be a “Metro micro” zone, which is described as follows: “Metro micro is the Met Council’s shared ride, curb-to-curb microtransit service allowing customers to be picked up and dropped off at any location within a designated service area. Customers can request a trip by phone or using a smartphone app, similar to the experience of using private transportation services like Uber and Lyft. Trips are shared, which means that during any given ride, other individuals requesting service to or from nearby locations may also be picked up or dropped off.” The proposed Metro micro zones in the Draft Network Now plan. The City should advocate for this service to include the Lincoln and Londonderry area. This bus service will offer an alternative for users who are not drivers, cyclists, or pedestrians, empowering individuals with limited transportation access to travel independently. Additionally, because there will be limited “park and ride” spots available at the Opus Light Rail Station, this service could help commuters from the neighborhood reach the Opus station without the need to drive a personal vehicle, walk, or bike. It also provides a fl exible, reliable transit option for those commuting to downtown, neighboring areas, or regional destinations via the Green Line.POLICYno cost Lincoln and Londonderry Page 719 of 1184 Getting Around SafelyGetting Around Safely 59February 2025 This page has been intentionally left blank. Page 720 of 1184 Open House at Walnut Ridge Park. Image Source: Mend Collaborative Page 721 of 1184 Community Involvement and Visionary Planning 07 Foster a forward-thinking approach to development that involves the community. Page 722 of 1184 62Community Involvement and PlanningFebruary 2025 Full Recommendation: Develop community branding and consolidate signage and wayfi nding. S19 | Develop Community Branding This effort proposes not only developing community branding through signage but also prioritizing practical and effective wayfi nding solutions along the trail and and in locations that will guide people to local businesses. Interviews with business owners identifi ed this as a very important priority, highlighting the critical role wayfi nding plays in driving traffi c to businesses and enhancing the visitor experience. Collaboration among multiple jurisdictions and stakeholders—including the City of Edina, the Nine Mile Creek Watershed District, the Minnesota Department of Transportation, and individual business owners—will be essential to ensure the wayfi nding system is functional, user-friendly, and refl ective of the area’s unique character. By addressing these wayfi nding needs, the fi nal signage can both support local businesses and create a cohesive identity for the community that feels authentic to its neighbors, users, and stakeholders. A cohesive signage suite can be developed to provide several options for multiple different signage types. Image Source: https://www.brentharley.com/whistler-wayfi nding- implementation/ would likely utilize City funding PROJECT$ Page 723 of 1184 63 Community Involvement and PlanningFebruary 2025 Full Recommendation: Build community support and promote inclusivity around future area improvements and development with the neighbors of the area. S20 | Develop Community Support All recommendations in this small area plan rely on close collaboration between diverse stakeholders to ensure successful implementation. This plan serves as a guiding framework, emphasizing the importance of a community- centered process where residents are actively engaged and their input is valued. Throughout the planning process, Edina residents participated, sharing their perspectives and priorities. This small area plan aims to refl ect those community priorities while aligning with the city’s vision and goals for the future. The continued involvement of the community will be essential as the plan evolves and recommendations are put into action. Site walk from April of 2024. Image Source: Mend Collaborative September community engagement event. Image Source: Mend CollaborativePOLICYno cost Page 724 of 1184 Capacity-Dependent Recommendations 1. Master Plan Mixed Use Development 2. Rezone for Development 3. Request a Noise Wall 4. Establish a New Central Green Space 5. Establish Smaller Blocks Actions that require upgrades to the sewer system to enable increased development. Page 725 of 1184 Long-Term Visioning 08 Page 726 of 1184 Map Legend Nine M i l e C r e e k T r a i l Ni n e M i l e C r e e k T r a i l HWY 169HWY 169Londonderry Road Londonderry Drive Th e L o d e n A p t s Dovre Drive Malibu D r i v e Lincoln DriveParking Garage The Londonderry Shops MPLS Area Realtors Offi ce Drive Surfacing Nine Mile Creek Trail + Extensions Existing Buildings Proposed Buildings 100 Year Flood Extents Existing Parkland Property Existing Trees Proposed Trees Sidewalks Intersection Improvement Contour Lines Long Term VisioningEconomic Development and Business66 Trail Rest Area (TRPD) Trail Seating Area (Edina) February 2025 L1 Page 727 of 1184 67 Long Term VisioningFebruary 2025 Full Recommendation: Master plan mixed use development for future redevelopment on the Children’s site, prioritizing new housing, with a preference for multifamily apartments and townhomes. L1 | Master Plan Mixed Use Development As of 2025, the Children’s Campus building and its adjacent parking garage are only about 10-20% occupied. This parcel, currently zoned for mixed use, is identifi ed in this plan as a priority for future redevelopment given the sewage capacity limitations are resolved. The master plan envisions transforming the site to accommodate multifamily housing, including apartments or townhomes. As illustrated in the accompanying graphic (outlined in the map on page 66), the proposed multifamily development will feature a compact design with internal courtyards, providing shared outdoor spaces for residents. The plan also emphasizes preserving the existing green space along Nine Mile Creek to the north. To make effi cient use of the existing infrastructure, retaining and retrofi tting the parking garage south of the Children’s Campus building should be explored. Apartments could be designed to wrap around the garage, seamlessly integrating it into the new development and supporting future residential needs. The new apartments will integrate the natural topography of the site, with buildings generally limited to a height of four stories to minimize the visual impact of potential buildings to an otherwise natural setting. Additional height may be considered where it is deemed appropriate in order to achieve other goals described in this plan or other guiding documents. During the community engagement event in September, attendees in person and online showed a preference for development that uses natural materials, and has mature canopy coverage. Image Sources: https://www.dwell.com/ article/10-green-commercial-buildings-5228666a, https:// www.fi nehomebuilding.com/project-guides/framing/ contemporary-hybrid-timber-framePOLICYno cost Page 728 of 1184 Map Legend Nine M i l e C r e e k T r a i l Ni n e M i l e C r e e k T r a i l HWY 169HWY 169Londonderry Road Londonderry Drive Th e L o d e n A p t s Dovre Drive Malibu D r i v e Lincoln DriveParking Garage The Londonderry Shops MPLS Area Realtors Offi ce Drive Surfacing Nine Mile Creek Trail + Extensions Existing Buildings Proposed Buildings 100 Year Flood Extents Existing Parkland Property Existing Trees Proposed Trees Sidewalks Intersection Improvement Contour Lines Long Term VisioningEconomic Development and Business68 Trail Rest Area (TRPD) Trail Seating Area (Edina) February 2025 L2 Page 729 of 1184 69 Long Term VisioningFebruary 2025 Full Recommendation: Guide land use for new commercial, retail, light industrial and residential development north of Londonderry Road based on the “Rightsize Development” strategy. Pending resolution of sewage capacity limitations, this master plan envisions opportunities for new commercial, retail, light industrial, and residential development north of Londonderry Road. The proposed development strategy prioritizes commercial, retail, and light industrial uses along the highway frontage, with parking lots positioned immediately adjacent to the highway. Potential uses in this area could include three- story ownership townhomes with ground-fl oor parking, four-story mixed-use apartment buildings featuring retail or commercial spaces such as convenience stores, coffee shops, or restaurants on the fi rst fl oor. A key feature of this plan is the inclusion of central green spaces (see Recommendation L4), thoughtfully designed to foster a sense of care and connection among residents, mitigate urban heat island effects, and enhance the overall quality of life and health for the future community. Development should prioritize sustainable, climate- appropriate materials and tree canopy coverage. Natural materials, including stone and visible wood framing, must be used. (more detail provided on pg 21). Image Source: https://adp-architecture.com/projects/ elmsbrook-local-centre-at-the-heart-of-the-uks-fi rst-true- zero-carbon-development/ L2 | Rezone for Development POLICYno cost Page 730 of 1184 Map Legend Nine M i l e C r e e k T r a i l Ni n e M i l e C r e e k T r a i l HWY 169HWY 169Londonderry Road Londonderry Drive Th e L o d e n A p t s Dovre Drive Malibu D r i v e Lincoln DriveParking Garage The Londonderry Shops MPLS Area Realtors Offi ce Drive Surfacing Nine Mile Creek Trail + Extensions Existing Buildings Proposed Buildings 100 Year Flood Extents Existing Parkland Property Existing Trees Proposed Trees Sidewalks Intersection Improvement Contour Lines Long Term VisioningEconomic Development and Business70 Trail Rest Area (TRPD) Trail Seating Area (Edina) February 2025 L3 L3 Page 731 of 1184 71 Long Term VisioningFebruary 2025 To enhance conditions for future development, it is recommended to request a noise wall from the Minnesota Department of Transportation (MnDOT) through the Noise Barrier Program. Precedents such as the noise wall just north of Lincoln and Londonderry at the Cottages of Edina and the Oaks Lincoln Apartments can serve as valuable references. The noise wall should be complemented by a dense vegetative buffer, consisting of trees and greenery, to further reduce noise, mitigate air pollution, and create a strong visual barrier for the proposed neighborhood. Together, the noise wall and vegetative buffer will enhance the sense of safety and enclosure, contributing to improved health and wellness for the immediate residents. L3 | Request a Noise Wall Full Recommendation: Request a noise wall and plant a vegetated buffer along 169 to improve conditions for development and reduce noise and pollution impacts. Noise wall just north of Lincoln and Londonderry at the Cottages of Edina. Image Source: Google Maps costs would be absorbed by adjacent development PROJECT$$ Page 732 of 1184 Map Legend Nine M i l e C r e e k T r a i l Ni n e M i l e C r e e k T r a i l HWY 169HWY 169Londonderry Road Londonderry Drive Th e L o d e n A p t s Dovre Drive Malibu D r i v e Lincoln DriveParking Garage The Londonderry Shops MPLS Area Realtors Offi ce Drive Surfacing Nine Mile Creek Trail + Extensions Existing Buildings Proposed Buildings 100 Year Flood Extents Existing Parkland Property Existing Trees Proposed Trees Sidewalks Intersection Improvement Contour Lines Long Term VisioningEconomic Development and Business72 Trail Rest Area (TRPD) Trail Seating Area (Edina) February 2025 L4 L4 V Page 733 of 1184 73 Long Term VisioningFebruary 2025 In alignment with the short-term recommendation S7, which calls for creating a community gathering space during redevelopment, this plan proposes the establishment green spaces. These green spaces balance the built environment with greenery and open space north of Londonderry Road and at the entrance to Nine Mile Creek. They become a natural landmark, providing a clear point of reference for residents, visitors, and workers, and also serve as an extension of habitat for the wildlife that reside in L4 | Establish New Green Spaces Full Recommendation: Establish new central green spaces to buffer residential uses from retail, industrial, and commercial uses. North Londonderry Green SpaceV the Nine Mile Creek wetland just east of the site. They provide a buffer between retail, industrial, and commercial spaces and should prioritize canopy coverage, water fi ltration, native plantings, shade, and safety. By prioritizing these elements, central green spaces will not only enhance the physical environment but also foster a sense of community, encourage social interaction, and support the health and well-being of everyone in the area. Land would be dedicated by developers, design and construction would likely be city fundedPROJECT$$$ Page 734 of 1184 Map Legend Nine M i l e C r e e k T r a i l Ni n e M i l e C r e e k T r a i l HWY 169HWY 169Londonderry Road Londonderry Drive Th e L o d e n A p t s Dovre Drive Malibu D r i v e Lincoln DriveParking Garage The Londonderry Shops MPLS Area Realtors Offi ce Drive Surfacing Nine Mile Creek Trail + Extensions Existing Buildings Proposed Buildings 100 Year Flood Extents Existing Parkland Property Existing Trees Proposed Trees Sidewalks Intersection Improvement Contour Lines Long Term VisioningEconomic Development and Business74 Trail Rest Area (TRPD) Trail Seating Area (Edina) February 2025 L5 Page 735 of 1184 75 Long Term VisioningFebruary 2025 This recommendation aims to improve the safety and fl ow of both pedestrian, bicycle and vehicular movement in future development. By subdividing the parcels north of Londonderry Road into smaller blocks and incorporating a frontage road for primary vehicle movement and parking, the design minimizes vehicular confl icts and improves safety for non-motorized users. Vehicles will be directed to enter the new development area before Dovre Drive to reduce through traffi c and enhance the overall safety of the area. Smaller blocks are essential for improving connectivity and walkability, creating a safer and more accessible environment for pedestrians and cyclists. Roadway alignments have been designed to align with existing parcels, facilitating their integration as redevelopment occurs. All roads will include accessible sidewalks and be designed to foster the feeling of a safe, welcoming neighborhood while reducing congestion and prioritizing non-motorized transportation. The addition of turn-in options to reach businesses north of Londonderry Road will help direct traffi c towards development rather than towards Dovre Drive. Image Source: Google Maps L5 | Redesign Circulation Full Recommendation: Redesign circulation to establish smaller blocks and direct traffi c closer to the highway. Developer is responsible for land dedication, design, and construction. Some fi nancial assistance from the City may be necessary.PROJECT$$$ Page 736 of 1184 Map Legend Nine M i l e C r e e k T r a i l Ni n e M i l e C r e e k T r a i l HWY 169HWY 169Londonderry Road Londonderry Drive Th e L o d e n A p t s Dovre Drive Malibu D r i v e Lincoln DriveParking Garage The Londonderry Shops MPLS Area Realtors Offi ce Drive Surfacing Nine Mile Creek Trail + Extensions Existing Buildings Proposed Buildings 100 Year Flood Extents Existing Parkland Property Existing Trees Proposed Trees Sidewalks Intersection Improvement Contour Lines Long Term VisioningEconomic Development and Business76 Trail Rest Area (TRPD) Trail Seating Area (Edina) February 2025 L6 Page 737 of 1184 77 Long Term VisioningFebruary 2025 Building on recommendation S17, which calls for adding street trees and sidewalks to the west side of Lincoln Drive, this recommendation proposes redesigning Lincoln Drive north of Londonderry Road into a vibrant greenway. Greenways combine transportation routes with green space, offering a balance between mobility and nature. They improve urban quality of life by promoting sustainable transportation, reducing environmental impacts, and creating accessible public spaces for the community. Lincoln Drive, with its 50-foot right-of-way, has ample space to incorporate two additional 6-foot-wide fi ltration swales with trees, enhancing stormwater management while providing natural L6 | Redesign Lincoln Drive Full Recommendation: Redesign Lincoln Drive as a greenway. existing trees 9 Mile Creek Trailbioswalebioswale proposed trees proposed trees 11’-0”11’-0” 50’-0” 12’-0”6’-0”6’-0” already compete in S17 beauty along the corridor. These swales will serve as a buffer between pedestrian and vehicle traffi c, improving both safety and aesthetics. The greenway design will also preserve the necessary vehicular travel lanes to accommodate cars and trucks accessing future uses along the road. Incorporating street trees, shrubs, and other native plantings into the greenway will help reduce the urban heat island effect, improve air quality, and fi lter water before entering Nine Mile Creek. Could be grant eligible PROJECT$$$ Page 738 of 1184 Walnut Ridge Open House. Image Source: Mend Collaborative Page 739 of 1184 79 ImplementationFebruary 2025 09 Implementation Page 740 of 1184 80Implementation February 2025 Implementation The successful implementation of the Lincoln and Londonderry Small Area Plan will require concerted effort from the City of Edina, private landowners, and other key stakeholders. As a reader of this plan, your role will be vital in transforming this vision into reality. The success of the plan relies on creating a vibrant, accessible, and sustainable community with improved housing, transportation, public spaces, and a fl ourishing local economy. Working together, these efforts will help ensure that the Lincoln and Londonderry area evolves into a welcoming gateway to western Edina, where people can live, work, and gather in an eco-friendly, well-connected environment. Implementers The City of Edina will play a central role in leading the implementation of the plan, with private landowners as key partners. The City will provide resources, policy leadership, and fi nancial support, while private landowners will drive development and investment in the area. Effective coordination between the City, private landowners, and other stakeholders will be crucial to ensuring that the plan’s vision is realized. The City’s leadership will include overseeing necessary infrastructure improvements, facilitating zoning changes, and securing public funding for key projects when necessary. Private landowners will be responsible for implementing development projects such as residential, commercial, and mixed use developments, to ensure that they align with the plan’s vision, goals, and design guidelines. The City will also coordinate with other public partners when necessary. Coordination with the Three Rivers Park District, the Minnesota Department of Transportation, and the City of Minnetonka will be necessary to implement the plan. Types of Recommendations The Lincoln and Londonderry Small Area Plan includes two main types of recommendations, each of which will require collaboration from both the City of Edina and private landowners. Projects These recommendations focus on tangible improvements to the built environment, such as new housing, improved streetscapes, public spaces, and infrastructure. Projects like the creation of parks, the construction of bike lanes, or upgrading infrastructure will be key priorities. The City will oversee larger public infrastructure projects, while private landowners will lead development efforts in coordination with City policies. Programs Programs refer to community-driven activities or services that enhance the quality of life, such as a new program to encourage different types of landscape maintenance. These programs may be initiated by private organizations or community groups, but the City can support them through funding and policy alignment, or they can be developed by the City. Policies Policies shape the long-term growth and development of the area, including zoning changes, economic development strategies, and affordable housing initiatives. These recommendations will require the active support and leadership of the City of Edina to ensure that policies are adopted and implemented in alignment with the overall vision for the Lincoln and Londonderry area. Page 741 of 1184 81 ImplementationFebruary 2025 Funding Sources The Lincoln and Londonderry Small Area Plan will require a combination of funding sources to ensure its successful implementation. These include: Government Grants and Funding • Federal Grants: These funds can be used for large-scale projects like infrastructure improvements, environmental sustainability efforts, or affordable housing. The City of Edina will typically apply for these grants to secure funding for projects. • State Grants: These funds may support initiatives such as public parks, streets, or public health programs that improve community well-being. • Local Government Funds: The City can allocate local funds for infrastructure improvements, street upgrades, or public space enhancements. Private Investment and Grants Real Estate Development: Private developers will play a critical role by investing in mixed use developments, residential complexes, and commercial spaces that align with the area’s vision. Investment from private entities will drive much of the physical growth and revitalization in the Lincoln and Londonderry area. Business Expansion: Entrepreneurs and business owners may contribute to revitalizing the area by opening new shops, restaurants, or offi ce spaces, thus creating jobs and stimulating the local economy. Foundation Grants: Private foundations can fund specifi c initiatives, such as community arts projects, environmental conservation, or public space improvements. Tax Incentives and Financing Tax Credits: These special incentives can encourage investment in projects like affordable housing development or the revitalization of underutilized buildings. Tax Increment Financing (TIF): TIF allows the City to capture future property taxes to fund current development projects, such as infrastructure or park improvements. Working Group kickoff walk. Source: Mend Collaborative Image Source: Mend Collaborative Page 742 of 1184 82Implementation February 2025 City Policy The City of Edina has numerous policies which guide new and existing development in the City. These policies are regularly updated based on community preferences, best practices, and current conditions. As this plan looks far into the future, it is possible that some City policies may change prior to new development. New development will always be required to follow current city policies. Below are some policies which will be especially important to review as new development is planned. Affordable Housing: The City of Edina has established an Affordable Housing Policy to support a diverse population and ensure housing availability for those living or working in the city. The policy applies to all new multi-family developments of 20 or more units requiring rezoning or a Comprehensive Plan amendment. It mandates that rental projects reserve 10% of rentable area at 50% affordable rates or 20% at 60% rates, while for-sale developments allocate 10% of livable area at affordable prices. Affordable units must provide equal amenities, parking, and design quality as market-rate units and remain affordable for 20 years (rentals) or 30 years (ownership) under a Land Use Restrictive Covenant. Developers are incentivized through measures like density bonuses and tax increment fi nancing, though alternatives such as off-site units or cash payments may be allowed if on-site affordability is not feasible. The policy aims to balance affordability goals with practical development constraints. Climate Action: The City of Edina has a strong history of leadership in sustainability. In response to growing concerns about the climate crisis, the City initiated a Climate Action Plan in 2021, developed with paleBLUEdot, to enhance climate resilience and reduce greenhouse gas (GHG) emissions. Aligned with international and local goals, Edina aims to reduce GHG emissions by 45% below 2019 levels by 2030 and achieve net-zero emissions by 2050. The plan highlights the challenges posed by climate change, including its disproportionate impact on vulnerable populations, and emphasizes the opportunities for renewable energy, innovation, and equity. As a “living plan,” it incorporates progress measurement and adaptive strategies to ensure its goals are met, providing a framework for implementation, monitoring, and continual adjustment to advance sustainability and climate resilience. Monitoring and Reporting Ongoing monitoring and reporting are essential to ensure that the Lincoln and Londonderry Small Area Plan remains on track. The City of Edina will be responsible for tracking progress on key initiatives, including infrastructure improvements, zoning changes, and development projects. Regular updates will be provided to the public and stakeholders to maintain transparency and accountability. This monitoring process will also help identify areas that need adjustment and ensure that the plan’s goals are met. Through strong coordination between the City of Edina, private landowners, and community stakeholders, the Lincoln and Londonderry Small Area Plan can transform this area into a vibrant, sustainable, and connected community by 2050. Climate Action QR Code Affordable Housing QR Code Page 743 of 1184 February 2025 End of Document Page 744 of 1184 Proposed changes to Comprehensive Plan text are noted in red and begin on page 3-25. Comment boxes to be removed upon final adoption of the amendment. Page 745 of 1184 Edina Comprehensive Plan 3. Land Use and Community Design Chapter – Approved 08-18-20 3-25 Future Land Use Land Use Plan The future land use plan is the guide for the allowed type and intensity of development citywide. It does not provide the full level of detail shown in the zoning code – rather, it is overarching guidance for the patterns, to ensure decisions made through the city’s regulatory and enforcement process are consistent with a comprehensive approach and strategy. As a developed community, the future land use plan does not change dramatically from year to year. The boundaries of Edina are not expected to be altered and many of the overall patterns have been established for decades. Despite this, the city has capacity to accommodate growth and change through the redevelopment and renewal of sites in targeted areas. Figure 3.12 shows the planned land use for all property within Edina. Table 3.5 summarizes the planned land uses by category shown on the map. The planned future land uses shown on this map reflect previous community planning efforts as well as desired updates identified as part of the 2018 Comprehensive Plan Update process. The following section provides definitions of the future land use categories shown. By way of comparison, the table also includes the range of housing units per acre for land uses that include residential. Table 3.5: Guided Land Use Acres Category Units Per Acre Acres % of Total Acres Low Density Residential 1-5 4,613 45.1% Low Density Attached Residential 4-8 126 1.2% Medium Density Residential 5-12 225 2.2% High Density Residential 12-60 179 1.7% Greater Southdale District Residential 50-100 68 0.7% Office Residential 20-75 315 294 3.1 2.9% Office 69 0.7% Neighborhood Node* 10-60 26 47 0.3 0.5% Mixed-use Center* 12-100 69 0.7% Community Activity Center 90-150 228 2.2% Industrial 279 2.7% Open Space and Parks 1,312 12.8% Public/Semi Public 561 5.5% Regional Medical 50-100 45 0.4% Right-of-Way 2,111 20.6% Total 10,224 100.0% *Density within these categories varies by subarea. See Table 3.6 for details Source: City of Edina Page 746 of 1184 Edina Comprehensive Plan 3. Land Use and Community Design Chapter – Approved 08-18-20 3-26 Figure 3.12: Future Land Use Change from Office Residential to Neighborhood Node Page 747 of 1184 Edina Comprehensive Plan 3. Land Use and Community Design Chapter – Approved 08-18-20 3-27 Future Land Use Categories The categories in Table 3.6 apply to the Future Land Use Plan. Land use categories are broader and more long-term in scope than zoning districts. The land use plan and the zoning ordinance should be consistent with one another but not necessarily identical. Each land use category may be implemented through more than one zoning district, allowing for differences in building height, bulk and coverage in different areas of the city. Some revisions to existing zoning districts or creation of new districts may be needed as part of the implementation of the land use plan. Land in cities is categorized first by how it is used, and secondarily by the scale and intensity of that use. For residential uses, density is defined in terms of dwelling units per net acre (exclusive of major road rights-of-way and public lands). For nonresidential and mixed-uses, intensity is typically defined in terms of floor-to-area ratio, or FAR, which refers to the ratio of a building’s total floor area to the size of its lot. Thus, a maximum FAR of 1.0 could allow for a two-story building covering 50% of the lot, a three- story building on one-third of the lot, and so on. FAR limits for uses are regulated through the City’s zoning code. Building heights are not specified in the table because height will vary within and between categories, based on neighborhood context, infrastructure, and community design goals. The small area plans incorporated by reference here provide more detailed information on height and density guidance. The “Development Guidelines" in the table below are intended to highlight important design considerations for each land use category but are not regulatory in nature. The maximum densities given may not be achievable on all development sites, and other factors besides comprehensive plan guidelines are used to determine the appropriate scale and density of development on a site. The density ranges shown in this plan are consistent with those developed in the small area planning process for the designated areas of change. They are also consistent with Metropolitan Council standards for existing and planned transit service levels, and Edina’s classification as an Urban community. While the system statement prepared for Edina by the Metropolitan Council identifies Edina as being within the area of influence for the Minneapolis Saint Paul International Airport (MSP). As it is within the six nautical mile radius, this includes limitations on new landfills and wind towers, neither of which are planned for Edina. See Appendix A for a map of airport influence areas and Chapter 5 Transportation for more information on aviation. The Metropolitan Council requires that Edina address aggregate resources in its comprehensive plan. Appendix A includes a map that shows aggregate resources superimposed over future land use patterns. Although the regional Aggregate Resources Inventory shows some former gravel mining operations within city limits, all of these have been discontinued, and the sites have been subsequently urbanized. There is no plan to do any further mining within Edina, so there are no potential land use conflicts. For more information on protection of special and natural resources, see Chapter 6 Parks, Chapter 8 Energy and Environment, and Chapter 13 Heritage Preservation. Page 748 of 1184 Edina Comprehensive Plan 3. Land Use and Community Design Chapter – Approved 08-18-20 3-28 Table 3.6: Future Land Use Categories Categories Description, Land Uses Development Character and Guidelines Density and Intensity Guidance** LDR Low Density Residential Applies to largely single- family residential neighborhoods, encompassing a variety of lot sizes and street patterns. Typically includes small institutional uses such as schools, churches, etc. Massing standards (under development) and impervious coverage limitations would apply to ensure compatibility of infill construction. 1 - 5 residential dwelling units/acre LDA Low-Density Attached Residential Applies to two-family and attached dwellings of low densities and moderate heights. This category recognizes the historical role of these housing types as transitional districts between single-family residential areas and major thoroughfares or commercial districts. May include single-family detached dwellings. Introduction of more contemporary housing types, such as low- density townhouses, may be an appropriate replacement for two- family dwellings in some locations, provided that adequate transitions to and buffering of adjacent dwellings can be achieved. 4 - 8 residential dwelling units/acre MDR Medium-Density Residential Applies to attached housing (townhouses, quads, etc.) and multi- family complexes of moderate density. May also include small institutional uses. In new development or redevelopment, improve integration of multi-family housing into an interconnected street network and work to create an attractive, pedestrian-friendly street edge. 5 – 12 residential dwelling units/acre HDR High-Density Residential Existing “high-rise" and other concentrated multi- family residential, some of which may contain a mixed-use component. May also include limited office, service, or institutional uses primarily to serve residents’ needs. Provide incentives for updating older multifamily buildings. The Comprehensive Plan provides a description of these areas. Densities are based on units per acre. Work to create an attractive, pedestrian- friendly street edge and provide convenient access 12 – 60 residential dwelling units/acre Page 749 of 1184 Edina Comprehensive Plan 3. Land Use and Community Design Chapter – Approved 08-18-20 3-29 Table 3.6: Future Land Use Categories Categories Description, Land Uses Development Character and Guidelines Density and Intensity Guidance** to transit, schools, parks, and other community destinations. GSDR Greater Southdale District Residential Primarily residential area located in the core of the Greater Southdale District. Compared with other multifamily districts, this one has more compact buildings, structured parking, and a stronger focus on transit supportive densities. This may include some mixed- use elements compatible with residential development, such as small-scale retail, services, and institutional uses. 50 – 100 residential dwelling units/acre NN Neighborhood Node*** Current examples: • 44th & France • 70th & Cahill • Valley View & Wooddale • Lincoln & Londonderry In general, small-to moderate-scale commercial, residential or mixed-use buildings serving primarily the adjacent neighborhood(s). Primary uses encouraged are neighborhood-serving retail and services, offices, studios, institutional and residential. Within Lincoln & Londonderry, limited industrial is also a primary use. Building footprints generally less than 20,000 sq. ft. (or less for individual storefronts). Parking is less prominent than pedestrian features. Encourage underground parking (for comparatively larger developments), district parking for smaller developments, and open space linkages where feasible; emphasize enhancement of the pedestrian environment. Varies by small area: • Wooddale/Valley View – 12-30 du/acre • 70th & Cahill – 10- 50 du/acre • 44th & France – 12- 60 du/acre • Lincoln & Londonderry – 10- 60 du/acre 30%/70% residential/commercial mixed-use OR Office Residential Transitional areas along major thoroughfares or between higher-intensity districts and residential districts. Many existing highway-oriented commercial areas are anticipated to transition to Upgrade existing streetscape and building appearance, improve pedestrian and transit environment. Encourage structured parking and open space linkages where feasible; 20 – 75 residential dwelling units/acre 50%/50% estimated residential/commercial mixed-use Page 750 of 1184 2024 Small Area Plan Page 751 of 1184 Lincoln and Londonderry Small Area Plan2 July - September 2024 Understand May + June 2024 Goal: Understand key issues, challenges, and previous plans affecting the study area. Envision Goal: Provide vetted strategies and approaches related to project goals. Act Goal: Document a clear path to implementation. Adopt Goal: Facilitate adoption by relevant regulatory bodies. October - December 2024 March 2025 Project Study Area & Schedule Page 752 of 1184 Lincoln and Londonderry Small Area Plan3 Community Engagement Engagement Events Community Ideas Map Community Ideas Map - Virtual “What Feels Right?” Imagery Activity Vision Priority Activity Live Feedback Opportunities Children’s Activities Loves and Needs Visioning Activity Lincoln Drive Design Activity Live-Feedback Presentations April 2024 04/27 Working Group Kickoff Walk May 2024 05/30 Working Group Meeting June 2024 06/11 Community Workshop One 06/27 Working Group Meeting July 2024 07/11 Caribou Coffee and Loden Apartments Pop-ups 7/15 Nine Mile Creek Trail Pop-up 07/25 Working Group Meeting August 2024 08/22 Working Group Meeting September 2024 9/10 Community Workshop Two 9/13 Business Owner Surveying 09/26 Working Group Meeting October 2024 10/24 Working Group Meeting November 2024 11/21 Working Group Meeting December 2024 12/02 Final Community Workshop January 2025 01/02 Final Working Group Meeting Page 753 of 1184 Lincoln and Londonderry Small Area Plan4 Workshop One Outcomes We asked: What do people love about Lincoln and Londonderry today, and what do they feel is missing? We discovered: 1. The community highly prioritizes the natural setting and quiet qualities of Lincoln and Londonderry. 2. Many community members wanted to see more third spaces in this community, like grocery, deli or retail, along with more housing that fits the character of the area. Page 754 of 1184 Lincoln and Londonderry Small Area Plan5 Connection to Nature “I love the walking trails and easy connections to parks.” “I would like to see more native plants and erosion control along the creek.” Emerging Themes Housing “I would like to see affordable townhomes and home ownership opportunities” “Instead of constructing a large-scale housing complex, we should focus on creating a more inviting, livable community that people genuinely want to call home.” “Lincoln and Londonderry is primed for equitable growth that will provide affordable housing and help the City reach its equity and diversity goals.” Community Voice “There are many great things about Lincoln and Londonderry. What most comes to my mind is the sense of community and pride.” Safety and Mobility “I am concerned about increasing traffic.” “I am concerned about dangerous intersections for pedestrians and bikers.” Community Spaces and Businesses “I love having access to restaurants, coffee shops and services.” “We need more gathering opportunities like breweries and restaurants.” Page 755 of 1184 Lincoln and Londonderry Small Area Plan6 Character of Housing and Development Economic Development and Local Businesses Community and Gathering Spaces Green Spaces and Environmental Stewardship Getting Around Safely Community Involvement and Visionary Planning Community Priorities Page 756 of 1184 Lincoln and Londonderry Small Area Plan7 In 2040, the Lincoln and Londonderry area will be a welcoming gateway to western Edina. There will be shops, restaurants, homes, and jobs, all in a natural setting along Nine Mile Creek. It will be thoughtfully and sustainably designed, blending eco-friendly amenities with natural beauty. The area will be easy to get to and move around in, with bike lanes and trails, walking paths, bus stops, and carefully integrated parking. The Lincoln and Londonderry area will be a great place to live, work, and gather, fostering community and encouraging people to use the trails and gathering spaces. Vision Statement Page 757 of 1184 Lincoln and Londonderry Small Area Plan8 Encourage a diverse array of local businesses that support the community’s needs. Ensure safe, accessible, and efficient movement for all. Promote a balanced approach to housing that respects community needs and preferences. Foster a forward-thinking approach to development that involves the community. Create vibrant spaces that encourage and foster community and inclusivity. Preserve and enhance the natural environment, prioritizing sustainability and outdoor activities. Community Priority Statements Page 758 of 1184 Lincoln and Londonderry Small Area Plan9 Current Situation: »Sewage capacity is nearly fully utilized Options: » Capacity shifts on site » Connect to Minnetonka system » Upgrade Edina’s system Constraints: Sewer Capacity Lincoln and Londonderry Study Area Properties with Sewer Constraints Constraints to be removed 2026 – 2028 Parkland Properties Water Sewage Capacity Map Page 759 of 1184 Lincoln and Londonderry Small Area Plan10 Recommendations that don’t require resolution of the sewer constraints: Small Area Plan Approach Current Capability Recommendations Capacity-Dependant Recommendations Recommendations that require resolution of the sewer constraints: • Minor changes to land use • Establishment of policies • Mobility improvements • Beautification and gathering space improvements • Major changes to land use • Major changes to circulation Page 760 of 1184 Lincoln and Londonderry Small Area Plan11 Workshop Two Outcomes We asked: What neighborhood do you live in? Which project priority is most important to you? What designs and amenities do you resonate with? We discovered: 1. The attendees at our second workshop were primarily residents from nearby neighborhoods (Bredesen Park and Parkwood Knolls) 2. The community prioritized green spaces and environmental stewardship, getting around safely, economic development and local business and character of housing and development. 3. People show preference for small-scale, private outdoor spaces, native gardens and natural building materials. 5 10 15 20 0 vote 0 votes 5 votes 13 votes 6 votes 0 Public PrivateGeneral Gathering The style of these buildings would fit well in the area: The landscaping around these buildings would fit well in the area: The setbacks (relationship to the street) would fit well in the area: strongly disagree strongly agree generally, respondents feel these buildings and landscapes would fit well into the Lincoln and Londonderry area. Page 761 of 1184 Lincoln and Londonderry Small Area Plan12 Character of Housing and Development S1 | Rightsize Development S2 | Establish Design Standards Economic Development and Local Business S3 | Attract Neighborhood-Scale Development S4 | Improve Outdoor Spaces Community Gathering Spaces S5 | Partner with Three Rivers Park District to Create Trail Rest Areas S6 | Create Small Trail Seating Areas S7 | Establish a Community Gathering Space S8 | Create Areas for Public Art Green Space and Environmental Stewardship S9 | Establish Stormwater Management Practices S10 | Naturalize Green Space S11 | Increase Tree Canopy S12 | Set-Eco Development Standards Getting Around Safely S13 | Improve Intersections S14 | Connect to the Opus SWLRT and Adjacent Transit Service S15 | Create a New Boardwalk Connection S16 | Improve Desire Lines S17 | Add Trees Along Lincoln Drive West S18 | Advocate for Local Transit Service Community Involvement and Visionary Planning S19 | Develop Community Branding S20 | Develop Community Support Map Legend Policy or Program Recommendations Nine M i l e C r e e k Trail Ni n e M i l e C r e e k T r a i l HWY 169HWY 169Londonderry Road The L o d e n A p t s Children’s Business Campus Dovre Drive Lincoln DriveParking Garage The Londonderry Shops MPLS Area Realtors OfficeOffice IndustrialIndustrial Industrial + Office Existing Drive Surfacing Nine Mile Creek Trail Existing Buildings 100 Year Flood Extents Existing Parkland Property Existing Trees Proposed Trees Existing Sidewalks Proposed Sidewalks Intersection Improvement Trail Rest Area (TRPD) Trail Seating Area (Edina) Commercial/Retail Rezone Art Opportunity Contour Lines Proposed Trail Extension S17 S8S14 S10 S10 S13 S13 S13 S6 S6 S17 S5S9 S9 S5 S15 S1 S2 S4 S7 S12 S18 S19 Current Capacity Recommendations Page 762 of 1184 Lincoln and Londonderry Small Area Plan13 Map Legend Nine M i l e C r e e k Trail Ni n e M i l e C r e e k T r a i l HWY 169HWY 169Londonderry Road Londonderry Drive Th e L o d e n A p t s Dovre Drive Malibu D r i v e Lincoln DriveParking Garage The Londonderry Shops MPLS Area Realtors Office Drive Surfacing Nine Mile Creek Trail + Extensions Existing Buildings Proposed Buildings 100 Year Flood Extents Existing Parkland Property Existing Trees Proposed Trees Sidewalks Intersection Improvement Contour Lines Trail Rest Area (TRPD)* *Three Rivers Park District Trail Seating Area (Edina) L2 L4 L4 L5 L5 L5 L6 L6 L2 L1 L1 L3 L3 Capacity-Dependant Recommendations Long-Term Visioning L1 | Master Plan Mixed Use Development L2 | Rezone for Development L3 | Request a Noise Wall L4 | Establish New Green Spaces L5 | Redesign Circulation L6 | Redesign Lincoln Drive Page 763 of 1184 Lincoln and Londonderry Small Area Plan14 Recommendation: Guide land use for new commercial, retail and light industrial development North of Londonderry Road based on the “Rightsize Development” strategy. Recommendation: Redesign circulation to establish smaller blocks and direct traffic closer to the highway. Final Workshop Outcomes We asked: What do you think of the recommendations? Do they reflect community priorities? We discovered: 1. Using an online, live survey, the community shared that they felt that all recommendations reflected community priorities. Page 764 of 1184 Lincoln and Londonderry Small Area Plan15 Thank you! Page 765 of 1184 RESOLUTION NO. 2025-32 APPROVING THE LINCOLN AND LONDONDERRY SMALL AREA PLAN AND AUTHORIZING STAFF SUBMITTAL OF A COMPREHENSIVE PLAN AMENDMENT TO THE METROPOLITAN COUNCIL FOR REVIEW WHEREAS, the Lincoln and Londonderry study area is located in northwest Edina near Lincoln Drive, Londonderry Road, and Highway 169. WHEREAS, the “Big Ideas Workshops” in April and May of 2017 identified several areas of the City that may warrant further study, including the Lincoln and Londonderry area. WHEREAS, the City Council directed the Planning Commission to complete a small area plan for Lincoln and Londonderry as part of the Commission’s 2024 work plan; and WHEREAS, a Working Group of nine residents, including three Planning Commissioners, was formed to work with a consultant to complete the small area plan; and WHEREAS, the Lincoln and Londonderry Small Area Plan is proposed to be adopted as an amendment to the Comprehensive Plan; and WHEREAS, this Comprehensive Plan amendment has been prepared to meet the requirements of the Metropolitan Land Planning Act and Metropolitan Council guidelines and procedures; and WHEREAS, pursuant to Minnesota Statutes section 473.858, the proposed Comprehensive Plan amendment was submitted to adjacent and affected jurisdictions for review and comment on February 20, 2025 and the 60 day comment period has lapsed; and WHEREAS, on March 12, 2025 the Planning Commission recommended the City Council adopt the Lincoln and Londonderry Small Area Plan and associated Comprehensive Plan amendment and authorize submission to the Metropolitan Council. NOW, THEREFORE, BE IT RESOLVED, the City Council of the City of Edina approves the Lincoln and Londonderry Small Area Plan and authorizes city staff to submit the Lincoln and Londonderry Small Area Plan and associated Comprehensive Plan amendment to the Metropolitan Council. Page 766 of 1184 Adopted this 6th day of May, 2025. ATTEST: Sharon Allison, City Clerk James B. Hovland, Mayor STATE OF MINNESOTA) COUNTY OF HENNEPIN) SS CITY OF EDINA ) CERTIFICATE OF CITY CLERK I, the undersigned duly appointed and acting City Clerk for the City of Edina do hereby certify that the attached and foregoing Resolution is a true and correct copy of the Resolution duly adopted by the Edina City Council at its Regular Meeting of May 6, 2025, and as recorded in the Minutes of said Regular Meeting. WITNESS my hand and seal of said City this day of , 2025. City Clerk Page 767 of 1184 Values Viewfinder DATE: June 27, 2024 & Amended December 16, 2024 TO: Lincoln & Londonderry Small Area Plan Workgroup FROM: Values Viewfinder Team (Jeff Brown, MJ Lamon, Thomas Brooks, Marisa Bayer) RE: Lincoln/Londonderry Small Area Plan – Values Viewfinder Workshop Summary Overview Introduction to Values Viewfinder The goal of the Values Viewfinder is to incorporate City Council values into City decision-making processes. The Values Viewfinder process helps decision-makers understand, assess, and communicate the impact, opportunities and trade-offs of a given decision using the value lens of community engagement, health in all policies, race & equity, and sustainability. These four values collectively achieve community well-being. The Values Viewfinder process includes three steps: 1. Framing: To orient the user to common terms and to set a baseline understanding of the initiative, key interested parties and considerations 2. Questions: a community well-being matrix questionnaire to identify opportunities and tradeoffs 3. Evaluation: To understand early in an initiative how to assess how the goals and strategies of an initiative are met by the resulting decision from using this tool. Purpose and Scope The purpose of using the Values Viewfinder tool is to understand early in the initiative how design elements for the Lincoln & Londonderry Small Area Plan can incorporate community well-being values. Values Viewfinder is used as a tool to facilitate discussion and surface questions and ideas that may have been overlooked without its use. Through facilitated conversations the tool has helped workgroup members and staff set a baseline for discussion and consideration of shared goal and values for the small area plan and has walked participants through identifying shared successes, benefits and opportunities, as well as potential barriers and negative impacts of the small area plan. Participants in this process included City of Edina staff, project consultants, and workgroup members. This report includes the results of the first two steps—Framing and Questions. Additional work is still pending on the Evaluation step to identify data sources and methods to assess progress toward desired outcomes of the project. Page 768 of 1184 Part 1: Project Framing Values Viewfinder team facilitated a discussion with Planning staff who are working on the Lincoln and Londonderry Small Area Plan. The Plan’s project consultant Mend Collaborative observed this discussion. The facilitated discussion gathered input from staff on the goals and objectives of this project, drivers for the project, who should be involved, who is impacted, and definitions of success once the project is complete. The results of this discussion were shared with the Working Group who provided additional input on the framework. Part 2: Questions Workgroup participants participated in a facilitated one-hour workshop focused on centering community well- being values into the desired outcomes of the Lincoln and Londonderry Small Area Plan, as well as the identifying the potential benefits and opportunities versus the potential barriers and negative impact. Themes from the workshop have been summarized below. Initiative Type •Project: Small Area Plan Decision and Goal •Clear direction on future land use on Lincoln & Londonderry area •Plan is adopted by Council Drivers •External forces in neighborhood / region •Guided land use is different than existing •No previous Small Area Plan or vision Decision Makers •Working Group: Create vision and recommendations •Planning Commission: Receive and recommend •City Council: Approve Impacted •Residents and businesses of neighborhood •Visitors of the area (e.g., trail users, business patrons) •Edina community at large Success •Unified vision for future development and decision making •Leave area a better place environmentally, fiscally, and socially •Include variety of perspectives Page 769 of 1184 Community Engagement Health-in-all-Policies Race & Equity Sustainability Benefits & Access What are potential positive benefits/access oppor tunities created by this action? • Plan serves as an opportunity to increase engagement with area residents • Inclusion of all age demographics and stages of life • Shared gathering spaces and destinations – more ‘friends per mile’ • Infrastructure supporting an active and engaged community • Intentional connection to rest of Edina • Affordable housing opportunities that meet increased need • Potential accessibility of grocery or coop • Expanded bus route due to increased density • Engaged and invested tenants and homeowners • Plan that supports multi- generational community • Community gathering spaces • New buildings featuring healthier environments • Best use for area matching needs of community • Walkability/bikeability • Increased diversity in housing opportunities for people who work in the City of Edina • Affordable housing opportunities • New and diverse neighbors • Multiple use buildings and spaces • Plan that attracts and supports diverse small businesses • Better land use and preservation of green space • Increase in neighborhood businesses • Bike infrastructure to support climate action plan • Reduced VMT with closer resources nearby • New/redeveloped buildings can be more efficient Barriers & Impact What are potential negative impacts/consequence s/barriers created by this action? • Ensuring the plan reflects the needs of diverse community members disconnected from process or engagement methods • Risk of eroding trust throughout the process – checked box vs. Intentional process • Isolation of ‘North’ Lincoln Drive • Stress on the neighborhood, character, community, and existing businesses • Fear of change • Risk of continued isolation of the neighborhood • May limit business opportunity • Change management • Stress on the neighborhood and existing residents • Managing feelings of change as new tenants and homeowners move to the area • Accessing all stakeholders to influence the plan • Risk of excluding some new residents • Challenges with increased density • Traffic and vehicle use • Increase in pollution • Intentional or unintentional impact on natural environment • Mature tree canopy loss • Negative impact on wetland • Water management Other Considerations • Viability of plan incorporating existing community wants/needs with change in the area • Plan may not be market viable • Existing residents taxed for added infrastructure Page 770 of 1184 Part 3: Evaluation Additional work is still pending on the Evaluation step to identify data sources and methods to assess progress toward desired outcomes of the project. UPDATED: December 16, 2024 Reflection questions: Looking back at the matrix, how do the recommendations incorporate the value considerations identified during the Values Viewfinder workshop? Stewardship - What is the level of investment to ensure long term value for the community? Engagement - How does the plan connect the area to the broader community and provide a sense of belonging? Health - What impact will the plan have on the health of the community, positive or negative? Equity - Does this plan reflect the diverse needs of current and future community members? - How does this plan mitigate barriers and increase assessbility to the community? Sustainability - How do the recommendations support sustainability initiatives and reduce greenhouse gas emissions? - What recommendations, if any, increase greenhouse gas emissions from buildings, transportation and waste? Page 771 of 1184 Legend Lincoln-Londonderry Small Area Plan Parcel Boundaries January 3, 2024 ± Page 772 of 1184 d ITEM REPORT Date: April 16, 2025 Item Activity: Approve Meeting: City Council Agenda Number: 9.1 Prepared By: Emily Dalrymple, Assistant City Planner Item Type: Report & Recommendation Department: Community Development Item Title: Resolution No. 2025-27: Conditional Use Permit, Site Plan and Building Height Variance for 7001 York Avenue South, Southdale Library and Art Center Action Requested: Approve Resolution No. 2025-27 Conditional Use Permit, Site Plan and Building Height Variance for 7001 York Avenue South, Southdale Library and Art Center. Information/Background: Hennepin County is proposing to tear down the existing 76,000 square foot Hennepin County Regional Library and 38,000 square foot Service Center building to construct a new 43,107 square foot Hennepin County Library and 16,164 square foot Art Center. The Edina Art Center would be a tenant in the building. The building would be located on the north half of the 7.75-acre site; the south half of the site would include green space with sidewalks/bike paths through the site to connect to the regional bike trail through Adams Hill park to the south. The green space would include support activities from the art center and library. Vehicle access is proposed off 70th Street with the existing access off York Avenue closing. Pedestrian access into the building would be off the north, south and east sides of the building. Underground parking is proposed with a surface parking lot along 70th Street. See attached plans and narrative. The request requires the following: 1. Site Plan Review and revised Conditional Use Permit. 2. Variance for building height from 40 feet to 59 feet. Better Together Edina Resources/Financial Impacts: Relationship to City Policies: Supporting Documentation: 1. Resolution No. 2025-27 2. Planning Commission Staff Report 3. Site Location, Zoning & Comp. Plan 4. Applicant Narrative and Proposed Plans 5. Engineering Memo 6. Transportation Review Memo 7. Traffic and Parking Study 8. Better Together Edina Public Input Report Page 773 of 1184 RESOLUTION NO. 2025-27 APPROVING A CONDITIONAL USE PERMIT, SITE PLAN AND BUILDING HEIGHT VARIANCE FOR 7001 YORK AVENUE BE IT RESOLVED by the City Council of the City of Edina, Minnesota, as follows: Section 1. BACKGROUND. 1.01 Hennepin County is proposing to tear down the existing 76,000 square foot Hennepin County Regional Library and 38,000 square foot Service Center building to construct a new 43,107 square foot Hennepin County Library and 16,164 square foot Art Center. 1.02 The property is legally described as follows: All that part of the North Half of the Northwest Quarter of Section 32, Township 28, Range 24, lying Northerly of the Westerly extension of the centerline of Wes4t 71st Street according to the plat of Joe Maurer’s 1st Addition and Easterly of the Southerly extension of a line parallel with and 60 feet Westerly of the Easterly line, as measured at right angles thereto, of Tract L, Registered Land Survey No. 629. 1.03 To accommodate the request, the following is requested: ➢Site Plan Review and revised Conditional Use Permit. ➢Variance for building height from 40 feet to 59 feet. 1.04 On March 12, 2025, the Planning Commission held a public hearing and recommended approval of the requests. Vote: 8 Ayes and 0 Nays. 1.05 On April 1, 2025, The City Council held a public hearing and considered the requests. 1.06 On April 16, 2025, the City Council approved the requests. Section 2. FINDINGS Approval is based on the following findings: 1. The proposed project meets the conditional use permit standards of Chapter 36. 2. The proposed project meets the criteria to grant a variance. 3. The height of the structure is consistent with other building heights in the area. Page 774 of 1184 RESOLUTION NO. 2025-27 Page 2 4. The existing height of the library on the site is 60 feet. 5. The proposed project will not alter the essential character of the neighborhood. Section 3. APPROVAL NOW THEREFORE, it is hereby resolved by the City Council of the City of Edina, approves the Site Plan, Conditional Use Permit and building height variance from 40 feet to 59 feet at 7001 York Avenue. Approval is subject to the following conditions: 1. The Construction Plans must be consistent with the proposed Development Plans date stamped February 10, 2025. 2. Compliance with all the conditions outlined in the city engineer’s memo dated March 6, 2025. 3. Compliance with all the conditions outlined in the transportation planner’s memo dated March 25, 2025. 4. Prior to the issuance of a building permit for the site, the project must demonstrate compliance with the City’s tree replacement ordinance in Chapter 10 of City Code, subject to approval of the city forester. 5. If trees are planted offsite to meet the tree replacement ordinance, they should be planted in the Southdale District. Dated: Adopted this 16th day of April, 2025. Page 775 of 1184 RESOLUTION NO. 2025-27 Page 3 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 April 16, 2025, and as recorded in the Minutes of said Regular Meeting. WITNESS my hand and seal of said City this ____ day of __________________, 2025. _________________________________ Sharon Allison, City Clerk Page 776 of 1184 March 12, 2025 Planning Commission Emily Dalrymple, Assistant City Planner Conditional Use Permit, Site Plan and Building Height Variance – 7001 York Avenue, Southdale Library and Art Center Information / Background: Hennepin County is proposing to tear down the existing 76,000 square foot Hennepin County Regional Library and 38,000 square foot Service Center building to construct a new 43,107 square foot Hennepin County Library and 16,164 square foot Art Center. The Edina Art Center would be a tenant in the building. The building would be located on the north half of the 7.75-acre site; the south half of the site would include green space with sidewalks/bike paths through the site to connect to the regional bike trail through Adams hill park to the south. The green space would include support activities from the art center and library. Vehicle access is proposed off 70th Street with the existing access off York Avenue closing. Pedestrian access into the building would be off the north, south and east sides of the building. Underground parking is proposed with a surface parking lot along 70th Street. (See attached plans and narrative.) The request requires the following: 1. Site Plan Review and revised Conditional Use Permit. 2. Variance for building height from 40 feet to 59 feet. SUPPORTING INFORMATION Surrounding Land Uses Northerly: Retail and office uses; zoned PCD-3 and CAC, Community Activity Center. Easterly: City of Richfield – Single family homes. Southerly: Office building; zoned POD, Planned Office District and guided CAC, Community Activity Center. Westerly: Target; zoned PCD-3 and CAC, Community Activity Center. Page 777 of 1184 STAFF REPORT Page 2 Existing Site Features The existing site contains the current library and vacant service center surrounded by a large surface parking lot. Planning Guide Plan designation: CAC, Community Activity Center Zoning: R-1, Single Dwelling Unit District Conditional Use Permit Per Section 36-434 of the City Code, publicly owned civic institutions including libraries are a conditionally permitted use. Per Section 36-305, the City Council shall not grant a Conditional Use Permit unless it finds that the establishment, maintenance, and operation of the use: 1. Does not have an undue adverse impact on governmental facilities, utilities, services or existing or proposed improvements. The proposed project would not have an undue adverse impact on governmental facilities, utilities or services. The total square footage within the proposed project would be less than the existing on the site. The existing buildings are 112,000 square feet and the proposed would be 59,271 square feet. 2. Will generate traffic within the capacity of the streets serving the property. The proposed project will not generate additional traffic on the streets serving the property. A traffic study was done by Stantec which concluded that the existing roadways would support the project, and no additional road improvements would be needed. (See the attached traffic and parking study.) 3. Does not have an undue adverse impact on the public health, safety, or welfare. Staff does not believe the project would have an adverse impact on public health, safety, or welfare. The use of the property remains the same as a County library, just smaller in size and the service center is no longer located on the site. 4. Will not impede the normal and orderly development and improvement of other property in the vicinity. Staff believes the proposed development would enhance the property and fits well on the site. The proposed use is allowed within the R-1 zoning district. The proposed project would not impede the normal and orderly development or improvement of surrounding property or property within the vicinity. Page 778 of 1184 STAFF REPORT Page 3 5. Conforms to the applicable restrictions and special conditions of the district in which it is located as imposed by this Section. As demonstrated on the compliance table on page 4 of this report, the proposed project meets all city code provisions with the exception of building height. 6. Is consistent with the Comprehensive Plan. Public libraries and public facilities are a conditionally permitted use in the R-1 Zoning District. Land uses allowed within the Community Activity Center (CAC) category in the Comprehensive Plan include institutional and recreational. Site Circulation Vehicle access off York Avenue would be eliminated, while access off 70th Street would remain. Pedestrian and bicycle access would be significantly improved. As mentioned, the south half of the site would include green space with sidewalks/bike paths through the site to connect to the regional bike trail through Adams Hill Park to the south. The green space would include support activities from the art center and library. Public sidewalks to be minimum 10’ in width with a 5-foot boulevard on York Ave and a 5-foot minimum width with 5 feet of boulevard on 70th St W, Xerxes Ave S. A private sidewalk should also be included along the South property line for a pedestrian circulation connection. Parking Edina City Code requires 160 parking stalls for the project. The site plan shows 184 total parking spaces including 109 surface stalls and 75 underground. Stantec conducted a parking study for the proposal. Parking data from the Institute of Transportation Engineers (ITE) was used to determine the expected parking demand for the proposed land uses. Data provided in the ITE publication Parking Generation, 6th Edition, results in a peak weekday parking demand of 116 spaces, with 100 spaces for the library and 16 spaces for the art center. In addition, existing parking usage was surveyed at the existing library and art center during peak times. The peak parking at the library ranged from 59 to 107 stalls while the peak observed at art center was 5 stalls. Edina City code requires a base count of 198 stalls. The project qualifies for transit and bicycle space reductions resulting in 160 spaces required. Based on this information, the 184 stalls proposed are expected to accommodate the forecasted peak parking demand. Landscaping While the proposed landscaping for the site is relatively extensive, it does not meet the tree replacement Ordinance in Chapter 10 of the City Code. The tree replacement ordinance is located outside of Chapter 36 (Zoning) and therefore, there is not a path to request or receive a variance from the requirements. The city forester has reviewed the proposed plans and believes there are some options that can be considered so that the requirements of the tree ordinance are met. One option would be to preserve more trees onsite or transplant trees onsite so that they would not have to be mitigated. This would help lower the escrow Page 779 of 1184 STAFF REPORT Page 4 that is required for trees that are removed. They could also pay the escrow or obtain a letter of credit for the valuation of that escrow and that would meet the requirements of the ordinance as well. The Ordinance also allows for the planting of trees offsite so long as it is still withing the boundaries of Edina. The county has other properties located within Edina and this would be a viable option for them as well. These are just a couple of ideas on ways to make it easier to meet the conditions of our tree protection ordinance. Therefore, staff recommends as a condition of approval of the project that the tree replacement ordinance be met prior to issuance of a building permit for the site. Grading/Drainage/Utilities The city engineer has reviewed the proposed plans and found them to be acceptable subject to the comments and conditions outlined in their review memo attached. Any approvals of this project would be subject to review and approval of the Nine Mile Creek Watershed District. Building/Building Material The proposed new library and art center would be constructed of aluminum and metal panels with large windows. (See attached building elevations and building materials.) This site is unique in that it is located in the Greater Southdale District, but has an R-1, Single Dwelling Unit zoning district designation. The R-1 district does not have building materials requirements as other zoning districts do in the Greater Southdale District. Setback Compliance Table City Standard (R-1) Proposed (Measured from building to curb) Building Setbacks Front – York Side Street – 70th Side Street - Xerxes Side – south 50 feet 30 feet 30 feet 10 feet 50 feet 40 feet 40 feet 100+ feet Building Height 3 stories and 40 feet Two stories and 59 feet* Building Coverage 25%12% Impervious surface 50%25% Parking 160 stalls 184 stalls *Variance Required Page 780 of 1184 STAFF REPORT Page 5 PRIMARY ISSUES/STAFF RECOMMENDATION Primary Issues Are the Conditional Use Permit (CUP) criteria met? Yes, as demonstrated on pages 2-3 of this report, staff believes the criteria is met. Is the proposed Variance for building height justified? Yes, staff believes the requested variance is justified. Per Chapter 36 of the City Code, a variance should not be granted unless it is found that the enforcement of the Ordinance would cause practical difficulties in complying with the Zoning Ordinance and that the use is reasonable. As demonstrated below, staff believes the proposal meets the variance standards when applying the three conditions: Minnesota Statutes and Section 36-98 of the Edina Zoning Ordinance require that a variance shall not be granted unless the following findings are made: 1.The variance would be in harmony with the general purposes and intent of the ordinance. The intent of this regulation is not to provide uniform building heights with no structure to exceed 40 feet in the R-1, Single Dwelling Unit District. However, this site is not located within a traditional R-1 area with single family homes. All the surrounding properties within Edina are commercial or office uses that allow much taller buildings. The closest structure to the south is 52 feet in height, similar to the proposed 59-foot-tall building. Nearby buildings include the Westin Hotel at 230 feet tall, Yorktown Continental Apartments at 118 feet tall and the Bower at 200 feet tall. 2.The variance would be consistent with the Comprehensive Plan. The Comprehensive Plan does not regulate building height. However, as demonstrated below, the site is located in the CAC, Community Activity Center, which the area within Edina that would allow the most height and density. The table on the following page shows the land use categories and description from the Comprehensive Plan. Page 781 of 1184 STAFF REPORT Page 6 3.There are practical difficulties in complying with the ordinance. The term “practical difficulties” means the following: i.The property owner proposes to use the property in a reasonable manner not permitted by the Zoning Ordinance. 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. “Practical difficulties” may include functional and aesthetic concerns. These variances are reasonable given the location of the subject property. As mentioned above, there are several buildings in the area, including on the east side of York that are taller than the proposed library. Also, the height of the existing library is 60 feet tall. ii.The plight of the landowner is due to circumstances unique to the property not created by the landowner. Yes. The circumstances of the subject property being zoned R-1, Single Dwelling Unit District and located within the Greater Southdale District is not caused by the landowner. iii.The variance, if granted, will not alter the essential character of the locality. The variances would not alter the essential character of the locality. There are existing buildings within this area that are much taller than the proposed building, and the existing library on the site is 60 feet tall. Staff Recommendation Recommend that the City Council approve the Conditional Use Permit, Site Plan and building height variance for 7001 York Avenue. Approval is subject to the following findings: Page 782 of 1184 STAFF REPORT Page 7 1. The proposed project meets the conditional use permit standards of Chapter 36. 2. The proposed project meets the criteria to grant a variance. 3. The height of the structure is consistent with other building heights in the area. 4. The existing height of the library on the site is 60 feet. 5. The proposed project will not alter the essential character of the neighborhood. Approval is subject to the following Conditions: 1. The Construction Plans must be consistent with the proposed Development Plans date stamped February 10, 2025. 2. Compliance with all the conditions outlined in the city engineer’s memo dated March 6, 2025. 3. Compliance with all the conditions outlined in the transportation planner’s memo dated March 6, 2025. 4. Prior to the issuance of a building permit for the site, the project must demonstrate compliance with the City’s tree replacement ordinance in Chapter 10 of City Code, subject to approval of the city forester. Deadline for a city decision: June 3, 2025 Page 783 of 1184 Page 784 of 1184 Site Page 785 of 1184 Existing Site Page 786 of 1184 Existing Site Page 787 of 1184 1 2/10/2025 City of Edina Planning Division 4801 West 50th Street Edina, MN 55424 Re: 7001 York Ave S, Site Plan and Conditional Use Permit Application The following has been provided to address the Planning Department’s request for a written statement describing the intended use of the property and why the City should approve the property owner’s request. It includes a brief description of the property owner, the architect, and any similar projects we have completed. About the property owner/applicant: Hennepin County is the most populous county in the State of Minnesota. The County manages and maintains nearly 6.5 million square feet of building space across 45 municipalities. Hennepin County Library operates 41 facilities throughout the county. The Southdale branch has been operating at 7001 York Avenue since 1973, and for portions of that tenure has been accompanied by a county service center and courts facility. The Southdale library has been one of the most well-loved facilities in the Hennepin County Library system, with patrons utilizing the library from Edina, Richfield, Bloomington, South Minneapolis, and beyond. About the architect: MSR Design is an award-winning architecture and interior design firm, located in Minneapolis. Since 1981, our firm has produced work of enduring value: buildings that are expressly right for their time and place and that culturally and physically age gracefully. Our projects have proven to be resilient and cherished public centers of activity and community gathering. We tailor our design solutions to each client, resulting in a diverse mix of sustainable, equitable, healthy, beautiful projects. MSR Design has a robust portfolio of more than 280 libraries across the country, including locally, the renovation of Hennepin County Library’s Eden Prairie Library and Hennepin County Library’s Maple Grove Library. Examples of recent libraries MSR Design has completed include the L.E. Phillips Memorial Public Library in Eau Claire, Wisconsin, (winner of an AIA Minnesota Honor Award) and the Missoula Public Library Downtown Flagship Library in Missoula, Montana, (the first project in the Americas to be named the IFLA/Systematic Public Library of the Year). Page 788 of 1184 2 About the project, and justification for approval: The property owner is seeking site plan approval, and a conditional use permit to build a new public library on the site of the existing Southdale Library at 7001 York Ave S. The new library will include the Edina Art Center as a tenant on the second floor. Public institutions such as libraries and community art centers are enumerated conditional uses under the Edina Zoning Ordinance for this district. The proposed use is consistent in type and intensity with the past fifty years of history on the site. The existing Southdale Library has gone through multiple renovations to better serve patrons in the region since it opened in 1973 and the last renovation was completed in 1994. More than 51 years after its opening, the library has experienced dramatic changes in patron population, demographics, and technology. The current library has reached its maximum efficiency to accommodate these fast- evolving changes. Hennepin County plans to replace the current Southdale Library and Service Center with a new library, including the Edina Art Center (EAC) as a tenant on the same site at 7001 York Ave. Through a robust engagement process, including the City of Edina sketch plan process, the County has sought input from library patrons, and local residents, leading to proposed design. The existing parcel is 7.73 acres, and is extensively paved for surface parking. The southwest portion of the parcel sits below the 100-year flood plain and receives runoff from adjacent streets and parcels. This proposal envisions a new library building at the northwest portion of the site, complemented by an expansive, public green space on the south, achieved through the restoration of the natural landscape. The project aims to reintroduce biodiversity to the area, enhance resilience to handle storm events, and create educational and recreational spaces for a rapidly urbanizing community. The library is designed as a host for a partnership with the Edina Art Center. This collaboration promises mutual benefits, serving as a community hub to enhance the ability to serve the citizens of Edina and elevate the visibility and value of services by both beloved institutions. The project opens up opportunities for both entities to share and conserve resources, reach new audiences, and expand services and programs. The new library is designed to meet the ambitious sustainability objectives outlined in the Hennepin County Climate Action Plan, the Edina Climate Action Plan, and the State of Minnesota B3 Standards. The concept of Universal Design will be extensively incorporated, embracing a holistic approach to accessibility. This involves establishing grade-level connections to the building and site from all directions and ensuring barrier-free interior spaces. Page 789 of 1184 VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0483216 1/8" = 1'-0"3 1LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PMAutodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and FacadeMechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0 4 8 3216 1/8" = 1'-0"3 1LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PMAutodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and Facade Mechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0 4 8 3216 1/8" = 1'-0"3 1 LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PMAutodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and Facade Mechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION PLANNING REVIEW concrete, grey,smooth formliner finish glass with custom birdsafe frit 3/8” perforated metal 2” perforated metal (white)aluminum corrugated panel,champagneperforated aluminum, pill-shaped, champagne 2”x4” dotted birdsafe frit glass stainless steel, brushed Level 2 Champagne elements Level 1 Neutral greys Exterior Materials MATERIAL BOARD aluminum fins, fin supports, & shadowbox metal behind glazing, champagne Refer to elevations for more information 1 2 3 4 5 6 7 8 9 Page 790 of 1184 VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0483216 1/8" = 1'-0"3 1LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PMAutodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and FacadeMechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0 4 8 3216 1/8" = 1'-0"3 1LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PMAutodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and Facade Mechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0 4 8 3216 1/8" = 1'-0"3 1 LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PMAutodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and Facade Mechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION PLANNING REVIEW 3D VIEW North Entry from York + 70th Page 791 of 1184 VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0483216 1/8" = 1'-0"3 1LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PMAutodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and FacadeMechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0 4 8 3216 1/8" = 1'-0"3 1LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PMAutodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and Facade Mechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0 4 8 3216 1/8" = 1'-0"3 1 LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PMAutodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and Facade Mechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION PLANNING REVIEW 3D VIEW South Landscape Page 792 of 1184 VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0483216 1/8" = 1'-0"3 1LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PMAutodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and FacadeMechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0 4 8 3216 1/8" = 1'-0"3 1LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PMAutodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and Facade Mechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0 4 8 3216 1/8" = 1'-0"3 1 LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PMAutodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and Facade Mechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION PLANNING REVIEW 3D VIEW Southeast corner Page 793 of 1184 VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0483216 1/8" = 1'-0"3 1LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PMAutodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and FacadeMechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0 4 8 3216 1/8" = 1'-0"3 1LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PMAutodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and Facade Mechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0 4 8 3216 1/8" = 1'-0"3 1 LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PMAutodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and Facade Mechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION PLANNING REVIEW 3D VIEW South Plaza Page 794 of 1184 VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0483216 1/8" = 1'-0"3 1LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PMAutodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and FacadeMechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0 4 8 3216 1/8" = 1'-0"3 1LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PMAutodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and Facade Mechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0 4 8 3216 1/8" = 1'-0"3 1 LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PMAutodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and Facade Mechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION PLANNING REVIEW 3D VIEW South Plaza Page 795 of 1184 VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0483216 1/8" = 1'-0"3 1LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PMAutodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and FacadeMechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0 4 8 3216 1/8" = 1'-0"3 1LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PMAutodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and Facade Mechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0 4 8 3216 1/8" = 1'-0"3 1 LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PMAutodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and Facade Mechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION PLANNING REVIEW 3D VIEW Wetland Page 796 of 1184 VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0483216 1/8" = 1'-0"3 1LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PMAutodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and FacadeMechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0 4 8 3216 1/8" = 1'-0"3 1LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PMAutodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and Facade Mechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0 4 8 3216 1/8" = 1'-0"3 1 LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PMAutodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and Facade Mechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION PLANNING REVIEW 3D VIEW East Hill Summer Page 797 of 1184 VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0483216 1/8" = 1'-0"3 1LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PMAutodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and FacadeMechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0 4 8 3216 1/8" = 1'-0"3 1LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PMAutodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and Facade Mechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0 4 8 3216 1/8" = 1'-0"3 1 LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PMAutodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and Facade Mechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION PLANNING REVIEW 3D VIEW East Hill Winter Page 798 of 1184 VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0483216 1/8" = 1'-0"3 1LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PMAutodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and FacadeMechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0 4 8 3216 1/8" = 1'-0"3 1LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PMAutodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and Facade Mechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0 4 8 3216 1/8" = 1'-0"3 1 LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PMAutodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and Facade Mechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION PLANNING REVIEW 3D VIEW Green Roof Terrace Page 799 of 1184 1 2/10/2025 City of Edina Planning Division 4801 West 50th Street Edina, MN 55424 Re: 7001 York Ave S, Proposed Variance #1 – Building height Statutory requirement: 36-438(4) Building height in the Single Dwelling Unit (R-1) district. In the R-1 district, for all buildings and structures other than single dwelling unit buildings, attached and detached accessory structures, the maximum height is 3 stories or 40 feet, whichever is less. Requested variance: 2 stories above grade and 58 feet 9 inches high Clarification: Building Height is defined in 36-10, and is measured from the existing grade at the front of the proposed building to the top of the clerestory pop-up in the center of the roof. Note that the parapet at the perimeter of the proposed building is less than 40 feet high where facing residential districts in the City of Richfield. Property owner’s justification: 1. The new Hennepin County Southdale Library and Edina Art Center would directly replace the existing Hennepin County Southdale Regional Center on the same parcel from 1971 to today. Measured under the contemporary ordinance, the existing Southdale Library is part of the Southdale Regional Center which is made up of two facilities, one that was built in 1971 which is the 3 story operational Library and the other portion which is connect was built in 1973 which previously held a Hennepin County Service Site and District Courts site this portion is current vacant and is 2 stories. The highest point of the Regional Center is approximately 60 feet high above grade. The proposed building height is slightly less than the existing library on the parcel for the past fifty years. 2. The proposed design aims to be respectful of the surrounding context, particularly the scale of single-family housing along Xerxes, where the parcel borders a residential district in the City of Richfield. Existing topography results in a perceived height along Xerxes Avenue of approximately 26’-6” to the nearest parapet relative to the street. This is more sympathetic in scale to the adjacent single-story homes with ridgelines approximately 16’-6” high, relative to the street. The clerestory pop-up is set back an additional 25’-0” at the center of the façade to create the appearance of smaller scale at the building perimeter. 3. The proposed building is situated closest to the western edge of the parcel, where it abuts York Avenue and Planned Commercial District 3 (PCD-3) and Height Overlay District 8 (HOD-8) with a maximum height of 8 stories or 96’-0”. Nearby buildings within one block to the north, northwest, and south rise to heights of approximately 60’ (York Place Apartments), 118’ (Yorktown Continental), 135’ (Durham Apartments), and 230’ (Westin Hotel). Page 800 of 1184 2 4. The County has committed to creating a new library that meets the ambitious goals of their Climate Action Plan, and the City of Edina Climate Action plan, which both call for significant reductions in greenhouse gas emissions by 2030. The proposed building relies on the clerestory “pop-up” in the center of the roof to provide daylight deep into the core of the structure, and provide a south-facing slope for mounting photovoltaic panels. The indirect daylight is intended to improve occupant health and comfort while vastly reducing reliance on artificial light. This approach to daylight is a component of the plan to reduce operational carbon to a level that can be partially offset by on-site renewable energy. . The proposed design steps back the clerestory from the building perimeter to reduce the perceived height from street level. Variance checklist: The variance would be in harmony with the general purposes and intent of the ordinance. Yes. The property owner suggests that the intent of the ordinance was not to limit a one-to-one replacement of the Southdale Library to the same height as a single-family residence, and that several steps have been taken to ensure harmony with the surrounding districts including residences in an adjacent municipality. The variance would be consistent with the Comprehensive Plan. Yes. The comprehensive plan lists the intended land use as Community Activity Center (CAC) including institutional uses. Design standards call for larger buildings to be in appropriate proximity to major streets (York Avenue) that step back where adjacent to lower-density districts. Both are intended goals of the proposed design. The property owner proposes to use the property in a reasonable manner not permitted by the ordinance. The property owner intends to continue operating a two-story library, and to lease space on the second level of the building to a community art center run by the City of Edina. The plight of the landowner is due to circumstances unique to the property not created by the landowner. This R-1 parcel has never been developed as a single-family residence and is surrounded by commercial districts with less restrictive height requirements. The unique topography of the parcel is due to its predevelopment history and results in a condition where the building appears shorter from Xerxes Ave, adjacent to residential properties, while the nuance of the ordinance results in a taller height measurement. Finally, the comprehensive plan supports placing the maximum amount of parking underground. The high water-table in this area limits the depth of the basement, which impacts the overall building height. Page 801 of 1184 3 The variance will not alter the essential character of the locality. The proposed library is shorter than the regional center that has existed on this parcel for over fifty years and is significantly shorter than residential and hotel buildings along York Avenue within one block of the parcel. Page 802 of 1184 VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0483216 1/8" = 1'-0"3 1LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PMAutodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and FacadeMechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0 4 8 3216 1/8" = 1'-0"3 1LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PMAutodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and Facade Mechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0 4 8 3216 1/8" = 1'-0"3 1 LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PMAutodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and Facade Mechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION PLANNING REVIEW Building Height The buiding design is 58’-9” tall, which is shorter than the existing library, but taller than the 40’ height limit of single family homes. Because the library is down-hill from single family homes, its roofline will be about 12’ taller than homes nearby. Neighboring commercial and multi-family residential buildings are substantially taller than the library will be. 55’ York Ave Apartments 118’ Yorktown Continental Apartments 52’ German Insurance Agency 135’ Durham Apartments 60’ York Condos 200’ The Bower 230’ Westin Hotel 60’ Existing Southdale Library E/W SECTION THROUGH SITE N/S SECTION THROUGH SITE VARIANCE REQUEST DIAGRAM: Building Height Target Parking Lot Richfield Residential Neighborsproposed building Target proposed building Yorktown Continental Apartments German Insurance Agency Westin Hotel York Ave Apartments Page 803 of 1184 VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0483216 1/8" = 1'-0"3 1LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PMAutodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and FacadeMechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0 4 8 3216 1/8" = 1'-0"3 1LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PMAutodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and Facade Mechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0 4 8 3216 1/8" = 1'-0"3 1 LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PMAutodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and Facade Mechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION PLANNING REVIEW Building Height Existing The existing building is 60’ tall. This is measured from the grade around existing building (828’) to the top of the central ‘pop-up’ (928’). Proposed The proposed building is 58’-9” tall. This is measured from the existing grade around the proposed north entrance, of 870’. The top of the clerestory window is 928’-9”. The project proposes to regrade the site so that the future first floor elevation will be 873’, making the building visually shorter. The main parapet height on the north and east side of the building is at 905’, or 35’ above the existing grade (32’ above future grade of 873’). VARIANCE REQUEST DIAGRAM: Building Height EXISTING GRADE Future grade is 3’ higher than existing grade 58.75’60’ Page 804 of 1184 1 2/10/2025 City of Edina Planning Division 4801 West 50th Street Edina, MN 55424 Re: 7001 York Ave S, Proposed Variance #2 – Front façade transparency Statutory requirement: 36-1276(c) Front façade transparency in the Greater Southdale District All new front building facades that face the public realm must have 75 percent transparency (ability to see inside the building) at the ground level. Clarification: The ordinance does not define the “public realm” and does not establish whether the 75 percent requirement refers to length of fenestration (per length of façade) or area of fenestration (per area of façade) The property owner’s interpretation and associated justifications are explained below. Requested variance: See attached proposed elevations for more information. We propose measuring percent transparency as the length of each façade with clear fenestration from finish floor up to at least 8’-0” above grade, i.e., storefront, divided by the total length of the façade. We also propose a small reduction to the total transparent perimeter to allow for transom windows at the library staff workroom. Refer to property owner’s justification for more information on the subdivision of the north and east facades. Total Perimeter* – Level 1: 72% [504’ / 96’] West Façade (York Ave): 100% [149’] South Façade (Public Green Space): 100% [238’] East Façade* (Xerxes Ave – Set Back) SE Portion (Children’s Plaza): 100% [41’ / 41’] NE Portion (Staff Workroom): None** [0 / 21’] North Façade (70th St – Surface Parking) NW Portion (Entry Plaza at York and 70th): 72% [76’ / 105’] NE Portion (Surface Parking, Book Drop, Staff Workroom): None** [0 / 141’] * Portions of the East Façade embedded in the hill at Xerxes Ave are excluded. ** 100% of the façade adjacent to the library workroom has transom glazing with a sill at 9’-0” AFF. Page 805 of 1184 2 Property owner’s justification: 1. The proposed design aims to balance the priority of transparency and access to natural light in public spaces with the functional requirements of a library to have a few secure and private areas for staff offices, material workrooms, and automated material conveyance. In specific areas at the northeast corner of the first floor, fenestration is provided as a transom window with the sill at 9’-0” above finished floor, instead of storefront, with the sill at finished floor. This transom allows for access to natural light and views, while preserving privacy and satisfying the library’s need for solid wall surfaces in offices and workrooms. 2. The proposed library is conceived as a four-sided public building with no façade serving as the back. While the northwest corner of the site is seen as a primary pedestrian, cyclist, and transit entry, the northeast corner is oriented toward the surface parking lot. The east façade addresses the residential neighborhood along Xerxes Avenue, and the south façade opens onto the large public green space conceived as an urban oasis. This green space will always be open to residents and library patrons alike. While all sides of the building could credibly be labeled the “public realm” the functional requirements of a library, including the circulation workroom and drive-up book drop necessitate some solid exterior walls for privacy, security, acoustic separation, and extra durability. The property owner selected the portion of the façade facing the vehicular parking and book drop, as the most logical location for this program. All other portions of the façade have transparent storefront glazing along their entire length, except where intersecting with elevator hoistways or mechanical shafts. Variance checklist: The variance would be in harmony with the general purposes and intent of the ordinance. Yes. The property owner suggests that the intent of the ordinance is not to require buildings to have 75% storefront glazing at all facades. The proposed building has four facades that one could argue face the “public realm,” and this may not be a common condition among new buildings. The variance would be consistent with the Comprehensive Plan. Yes. We observe that the comprehensive plan favors active uses along important thoroughfares in the Greater Southdale District. The public library is situated with 100% transparency near the corner of York Avenue and 70th Street, along with 100% transparency to the new public green space at the South of the parcel. Portions of the building without 100% transparency are important support spaces required to facilitate these active uses. The property owner proposes to use the property in a reasonable manner not permitted by the ordinance. Yes. The property owner intends to provide substantially continuous transparency in all public areas of the ground floor. Page 806 of 1184 3 The plight of the landowner is due to circumstances unique to the property not created by the landowner. The site layout is precipitated by several factors including but not limited to: the floodplain at the southern portion of the site, the existing topography on site due to predevelopment usage as a quarry, the need to repair pedestrian connections through regrading at the east side of the site. The site layout is also influenced by the strong preference articulated in the Greater Southdale District plan and by library patrons, to retain vehicular access on 70th St and not on the arterial York Avenue, and to place the new building in proximity to York and 70th. This combination of factors along with the programmatic nature of a library and its support spaces, has led to the need for a small portion of the facade to have transom glazing in lieu of storefront. The variance will not alter the essential character of the locality. The proposed library has substantial transparency along the ground floor including all areas of active public program. The property owner believes it will have a substantially more connected presence within the urban fabric of Edina, compared to the existing condition. Page 807 of 1184 VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0483216 1/8" = 1'-0"3 1LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PMAutodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and FacadeMechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0 4 8 3216 1/8" = 1'-0"3 1LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PMAutodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and Facade Mechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0 4 8 3216 1/8" = 1'-0"3 1 LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PMAutodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and Facade Mechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION PLANNING REVIEW Transparency Edina requires that 75% of ground-level facades facing the public realm be transparent. The design proposes 72.7% transparency. All sides of the library face the public realm. The design prioritizes glazing on the most public-facing areas. The northeast side houses the private staff areas and faces the parking lot. In this area, glazing above 8’ provides light but does not contribute to ground-level transparency. north entry southeast corner 100% transparent LIBRARY STAFF WORKRO O MYORK AVE70TH ST HILL FROM XERXESTO LEVEL 2 SURFACEPARKING ENTRYPLAZA PUBLICGREENSPACE NE SURFACE PARKING NW ENTRY PLAZA South Plazas and Public Greenspace: 100% transparent SW Children’s Plaza: 100%NE parking Lot: 0% NE Surface Parking: 0%NW Entry Plaza: 75% staff workroom beyond north elevation south elevation west elevation east elevation VARIANCE REQUEST DIAGRAM: Transparency Page 808 of 1184 o ▪ • • • ▪ Page 809 of 1184 o ▪ ▪ o ▪ Page 810 of 1184 ▪ o o ▪ o ▪ o Page 811 of 1184 ▪ o o Page 812 of 1184 Page 813 of 1184 Tree_ID_EOR DIAMETER_INConifer_Height COMMON_NAME TREE_CONDITION Status Type 1 17.2 Green Ash Fair Deciduous217.4 Green Ash Fair Deciduous316.6 Green Ash Fair Deciduous416.1 Green Ash Fair Deciduous 5 18.9 Green Ash Fair Deciduous617.3 Green Ash Fair Deciduous 7 18.2 Green Ash Fair Deciduous818.7 Green Ash Fair Deciduous913.5 Green Ash Fair Deciduous1019.7 Green Ash Fair Deciduous1120Green Ash Fair Deciduous121120ftRed Pine Fair Protected Coniferous138.1 Amur Maple Fair Deciduous 14 12.8 Amur Maple Fair Deciduous1517Amur Maple Fair Deciduous 16 5.9 Amur Maple Fair Deciduous1722Amur Maple Fair Deciduous1816.8 Amur Maple Fair Deciduous1911.8 Amur Maple Fair Deciduous2011.7 Amur Maple Fair Deciduous2111.7 Amur Maple Fair Deciduous2216.4 27ft Red Pine Good Protected Coniferous2314.6 22ft Red Pine Good Protected Coniferous2410.8 Amur Maple Poor Deciduous 25 15.1 26ft Red Pine Good Protected Coniferous2611.7 30ft Red Pine Poor Heritage Coniferous2714.2 34ft Red Pine Good Heritage Coniferous281632ftRed Pine Good Heritage Coniferous291128ftRed Pine Fair Protected Coniferous3013.8 26ft Red Pine Good Protected Coniferous3115.3 25ft Red Pine Good Protected Coniferous3212.5 30ft Red Pine Good Heritage Coniferous3312.5 34ft Red Pine Good Heritage Coniferous 34 19.5 38ft Red Pine Good Heritage Coniferous358.7 20ft Red Pine Fair Protected Coniferous3614.8 30ft Red Pine Fair Heritage Coniferous3713Amur Maple Fair Deciduous3810Amur Maple Poor Deciduous3913.8 Amur Maple Dead or Dying Deciduous407.6 Amur Maple Poor Deciduous4112.3 Amur Maple Fair Deciduous4212.3 Amur Maple Dead or Dying Deciduous 43 22 25ft Red Pine Fair Protected Coniferous442034ftRed Pine Fair Protected Coniferous451732ftRed Pine Fair Protected Coniferous4610.9 24ft Red Pine Fair Protected Coniferous471326ftRed Pine Good Protected Coniferous481424ftRed Pine Fair Protected Coniferous491422ftRed Pine Fair Protected Coniferous507HoneylocustGoodProtectedDeciduous519HoneylocustGoodProtectedDeciduous 52 14.4 Honeylocust Excellent Protected Deciduous5311.2 Honeylocust Good Protected Deciduous541425ftRed Pine Fair Protected Coniferous5515.6 20ft Red Pine Fair Protected Coniferous5610.6 27ft Red Pine Fair Protected Coniferous571327ftRed Pine Fair Protected Coniferous581627ftRed Pine Fair Protected Coniferous591425ftRed Pine Fair Protected Coniferous602127ftRed Pine Fair Protected Coniferous 61 15 27ft Red Pine Fair Protected Coniferous621129ftRed Pine Fair Protected Coniferous 63 19 27ft Red Pine Fair Protected Coniferous646Amur Maple Fair Deciduous6514Amur Maple Poor Deciduous6616Amur Maple Fair Deciduous6712.7 26ft Red Pine Fair Protected Coniferous688.7 18ft Red Pine Fair Protected Coniferous697.7 25ft Red Pine Fair Protected Coniferous 70 22.5 Honeylocust Good Protected Deciduous711634ftRed Pine Good Heritage Coniferous 72 17 40ft Red Pine Good Heritage Coniferous7317.5 34ft Red Pine Good Heritage Coniferous7422.1 28ft Red Pine Good Protected Coniferous7513.6 Hackberry Good Protected Deciduous7613.4 Hackberry Good Protected Deciduous779.9 Hackberry Good Protected Deciduous787.9 Siberian Elm Fair Protected Deciduous 79 14.3 26ft Red Pine Good Protected ConiferousTree Demolition Plan 0 75’ VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0483216 1/8" = 1'-0"3 1LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PMAutodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and FacadeMechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0 4 8 3216 1/8" = 1'-0"3 1LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PMAutodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and Facade Mechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0 4 8 3216 1/8" = 1'-0"3 1 LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PMAutodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and Facade Mechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION PLANNING REVIEW Tree Ordinance The design proposes regrading the site to create an ecological wetland and better pedstrian connection to the future library. These efforts will require the removal of 32 protected trees and 7 heritage trees, mostly red pines. The non-protected trees to be removed consist of amur maples and green ash trees. The project proposes to preserve 9 protected and heritage trees and to plant 165 new trees with smaller trunk sizes. Twenty-three of the proposed trees will have a 3” diameter; the rest will have a 1.5” diameter. Smaller trees take root and grow faster than large ones, and have greater survival rates. Our team is following best practices for long-term sustainability, in consultation with Hennepin County foresters. As part of a holistic restorative landscape approach to the site, the existing parking lot will be substantially replaced with an ecological wetland, prairie, and oak savannah landscape. More than 170,000 square feet of the site will be seeded with high prairie, wet prairie, and wetland mixes. The green space will more than double, from 34% of the site to 72% of the site. New Entry Plaza Regrade for wetland EXISTING PROPOSED VARIANCE REQUEST DIAGRAM: Residential Tree Ordinance 165 new trees Over 170,000 SF of restored native prairie and wetland groundcover. Tree_ID_EOR DIAMETER_IN Conifer_Height COMMON_NAME TREE_CONDITION Status Type 1 17.2 Green Ash Fair Deciduous 2 17.4 Green Ash Fair Deciduous 3 16.6 Green Ash Fair Deciduous 4 16.1 Green Ash Fair Deciduous 5 18.9 Green Ash Fair Deciduous 6 17.3 Green Ash Fair Deciduous 7 18.2 Green Ash Fair Deciduous 8 18.7 Green Ash Fair Deciduous 9 13.5 Green Ash Fair Deciduous 10 19.7 Green Ash Fair Deciduous 11 20 Green Ash Fair Deciduous 12 11 20ft Red Pine Fair Protected Coniferous 13 8.1 Amur Maple Fair Deciduous 14 12.8 Amur Maple Fair Deciduous 15 17 Amur Maple Fair Deciduous 16 5.9 Amur Maple Fair Deciduous 17 22 Amur Maple Fair Deciduous 18 16.8 Amur Maple Fair Deciduous 19 11.8 Amur Maple Fair Deciduous 20 11.7 Amur Maple Fair Deciduous 21 11.7 Amur Maple Fair Deciduous 22 16.4 27ft Red Pine Good Protected Coniferous 23 14.6 22ft Red Pine Good Protected Coniferous 24 10.8 Amur Maple Poor Deciduous 25 15.1 26ft Red Pine Good Protected Coniferous 26 11.7 30ft Red Pine Poor Heritage Coniferous 27 14.2 34ft Red Pine Good Heritage Coniferous 28 16 32ft Red Pine Good Heritage Coniferous 29 11 28ft Red Pine Fair Protected Coniferous 30 13.8 26ft Red Pine Good Protected Coniferous 31 15.3 25ft Red Pine Good Protected Coniferous 32 12.5 30ft Red Pine Good Heritage Coniferous 33 12.5 34ft Red Pine Good Heritage Coniferous 34 19.5 38ft Red Pine Good Heritage Coniferous 35 8.7 20ft Red Pine Fair Protected Coniferous 36 14.8 30ft Red Pine Fair Heritage Coniferous 37 13 Amur Maple Fair Deciduous 38 10 Amur Maple Poor Deciduous 39 13.8 Amur Maple Dead or Dying Deciduous 40 7.6 Amur Maple Poor Deciduous 41 12.3 Amur Maple Fair Deciduous 42 12.3 Amur Maple Dead or Dying Deciduous 43 22 25ft Red Pine Fair Protected Coniferous 44 20 34ft Red Pine Fair Protected Coniferous 45 17 32ft Red Pine Fair Protected Coniferous 46 10.9 24ft Red Pine Fair Protected Coniferous 47 13 26ft Red Pine Good Protected Coniferous 48 14 24ft Red Pine Fair Protected Coniferous 49 14 22ft Red Pine Fair Protected Coniferous 50 7 Honeylocust Good Protected Deciduous 51 9 Honeylocust Good Protected Deciduous 52 14.4 Honeylocust Excellent Protected Deciduous 53 11.2 Honeylocust Good Protected Deciduous 54 14 25ft Red Pine Fair Protected Coniferous 55 15.6 20ft Red Pine Fair Protected Coniferous 56 10.6 27ft Red Pine Fair Protected Coniferous 57 13 27ft Red Pine Fair Protected Coniferous 58 16 27ft Red Pine Fair Protected Coniferous 59 14 25ft Red Pine Fair Protected Coniferous 60 21 27ft Red Pine Fair Protected Coniferous 61 15 27ft Red Pine Fair Protected Coniferous 62 11 29ft Red Pine Fair Protected Coniferous 63 19 27ft Red Pine Fair Protected Coniferous 64 6 Amur Maple Fair Deciduous 65 14 Amur Maple Poor Deciduous 66 16 Amur Maple Fair Deciduous 67 12.7 26ft Red Pine Fair Protected Coniferous 68 8.7 18ft Red Pine Fair Protected Coniferous 69 7.7 25ft Red Pine Fair Protected Coniferous 70 22.5 Honeylocust Good Protected Deciduous 71 16 34ft Red Pine Good Heritage Coniferous 72 17 40ft Red Pine Good Heritage Coniferous 73 17.5 34ft Red Pine Good Heritage Coniferous 74 22.1 28ft Red Pine Good Protected Coniferous 75 13.6 Hackberry Good Protected Deciduous 76 13.4 Hackberry Good Protected Deciduous 77 9.9 Hackberry Good Protected Deciduous 78 7.9 Siberian Elm Fair Protected Deciduous 79 14.3 26ft Red Pine Good Protected ConiferousTree Demolition Plan 0 75’ 66% hardscape + building Chart Title 1 2 3 4 5 72% green space + green roof hardscapebuilding green roofgreen space Chart Title 1 2 3 4 5 Page 814 of 1184 Tree_ID_EOR DIAMETER_IN Conifer_Height COMMON_NAME TREE_CONDITION Status Type 1 17.2 Green Ash Fair Deciduous 2 17.4 Green Ash Fair Deciduous 3 16.6 Green Ash Fair Deciduous 4 16.1 Green Ash Fair Deciduous 5 18.9 Green Ash Fair Deciduous617.3 Green Ash Fair Deciduous 7 18.2 Green Ash Fair Deciduous 8 18.7 Green Ash Fair Deciduous 9 13.5 Green Ash Fair Deciduous 10 19.7 Green Ash Fair Deciduous 11 20 Green Ash Fair Deciduous 12 11 20ft Red Pine Fair Protected Coniferous138.1 Amur Maple Fair Deciduous 14 12.8 Amur Maple Fair Deciduous 15 17 Amur Maple Fair Deciduous 16 5.9 Amur Maple Fair Deciduous 17 22 Amur Maple Fair Deciduous 18 16.8 Amur Maple Fair Deciduous 19 11.8 Amur Maple Fair Deciduous2011.7 Amur Maple Fair Deciduous 21 11.7 Amur Maple Fair Deciduous 22 16.4 27ft Red Pine Good Protected Coniferous 23 14.6 22ft Red Pine Good Protected Coniferous 24 10.8 Amur Maple Poor Deciduous 25 15.1 26ft Red Pine Good Protected Coniferous 26 11.7 30ft Red Pine Poor Heritage Coniferous2714.2 34ft Red Pine Good Heritage Coniferous 28 16 32ft Red Pine Good Heritage Coniferous 29 11 28ft Red Pine Fair Protected Coniferous 30 13.8 26ft Red Pine Good Protected Coniferous 31 15.3 25ft Red Pine Good Protected Coniferous 32 12.5 30ft Red Pine Good Heritage Coniferous 33 12.5 34ft Red Pine Good Heritage Coniferous3419.5 38ft Red Pine Good Heritage Coniferous 35 8.7 20ft Red Pine Fair Protected Coniferous 36 14.8 30ft Red Pine Fair Heritage Coniferous 37 13 Amur Maple Fair Deciduous 38 10 Amur Maple Poor Deciduous 39 13.8 Amur Maple Dead or Dying Deciduous 40 7.6 Amur Maple Poor Deciduous4112.3 Amur Maple Fair Deciduous 42 12.3 Amur Maple Dead or Dying Deciduous 43 22 25ft Red Pine Fair Protected Coniferous 44 20 34ft Red Pine Fair Protected Coniferous 45 17 32ft Red Pine Fair Protected Coniferous 46 10.9 24ft Red Pine Fair Protected Coniferous 47 13 26ft Red Pine Good Protected Coniferous 48 14 24ft Red Pine Fair Protected Coniferous 49 14 22ft Red Pine Fair Protected Coniferous 50 7 Honeylocust Good Protected Deciduous 51 9 Honeylocust Good Protected Deciduous 52 14.4 Honeylocust Excellent Protected Deciduous 53 11.2 Honeylocust Good Protected Deciduous 54 14 25ft Red Pine Fair Protected Coniferous 55 15.6 20ft Red Pine Fair Protected Coniferous 56 10.6 27ft Red Pine Fair Protected Coniferous 57 13 27ft Red Pine Fair Protected Coniferous 58 16 27ft Red Pine Fair Protected Coniferous 59 14 25ft Red Pine Fair Protected Coniferous 60 21 27ft Red Pine Fair Protected Coniferous 61 15 27ft Red Pine Fair Protected Coniferous 62 11 29ft Red Pine Fair Protected Coniferous 63 19 27ft Red Pine Fair Protected Coniferous 64 6 Amur Maple Fair Deciduous 65 14 Amur Maple Poor Deciduous 66 16 Amur Maple Fair Deciduous 67 12.7 26ft Red Pine Fair Protected Coniferous 68 8.7 18ft Red Pine Fair Protected Coniferous 69 7.7 25ft Red Pine Fair Protected Coniferous 70 22.5 Honeylocust Good Protected Deciduous 71 16 34ft Red Pine Good Heritage Coniferous 72 17 40ft Red Pine Good Heritage Coniferous 73 17.5 34ft Red Pine Good Heritage Coniferous 74 22.1 28ft Red Pine Good Protected Coniferous 75 13.6 Hackberry Good Protected Deciduous 76 13.4 Hackberry Good Protected Deciduous 77 9.9 Hackberry Good Protected Deciduous 78 7.9 Siberian Elm Fair Protected Deciduous 79 14.3 26ft Red Pine Good Protected ConiferousTree Demolition Plan 0 75’ Page 815 of 1184 Tree Protection and Reforestation Plan 0 75’ Tree Protection Tree Protection Proposed Trees - 165 Trees Tree Protection - 9 Trees Page 816 of 1184 Page 817 of 1184 Page 818 of 1184 XX7 0 t h S t .X e r x e s A v e S . Y o r k A v e S . ( C o . R d . N o . 3 1 )N 89 °50' 30" E 644.99N 00° 08' 51" E 657.60 S 00° 09' 00" W 660.04544.91N 00° 08' 51" E 617.84 Southdale Library7001 York Ave S.Southdale Service Center7001 York Ave S.N 89° 56' 36" W 644.95N 89° 50' 30" E544.94S 00° 09' 00" W 619.89 70th St. W.Benchmark:Top Nut of HydrantElevation: 869.35 ft. (NAVD88)70 1/2 St. W.71st St. W.C001SURVEY OVERLAY10/03/24 DD CHECKSET10/17/24 50% DD CHECKSET10/31/24 50% DD12/12/24 100% DD CHECKSET01/10/25 100% DD CHECKSET01/17/25 100% DDNSCALE IN FEET0'60'15'30'LEGENDPROPOSED BUILDING FOOTPRINT02/10/25 IFPR Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd.ISSUE / REVISIONDateMarkDescriptionI hereby cer ti fy tha t th is p lan, specif ica tion or repor twas prepared by me or unde r my direct supe rv isionand that I am a duly Licensed Landscape Architectunder the laws of the State of M innesota.Signa turePrint NameDateLicense No510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336Architecture and Interiors County Project No : 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz VeaderkoOwnerHennepin County MinnesotaFacility Services DepartmentA2208 Government Center, 300 South S ixth S tree tMinneapolis, MN 55487 | 612-596-6949 2/5/2025 3:19:02 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvtCivil and LandscapeEOR1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448Studio NYL219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145Structural and FacadeMechanical, Electrica l and PlumbingVictus Engineering2327 Wycliff St Sui te 230, St Pau l, MN 55114 | 612 .859.8299TechnologyKCL300 4th St, West Des Mo ines, IA 50265 | 515.724.7938LightingMazzetti1999 Broadway , Denver, CO 80202 | 720.644 .5032PLANNING REVIEWAcousticKRA4826 Chicago Ave, Minneapo lis, MN 55417 | 612 .374.3800MSR Project No: 2023021Southdale Library+ Edina Art Center7001 York Ave S, Edina, MN 55435I hereby cer ti fy tha t th is p lan, specif ica tion or repor twas prepared by me or unde r my direct supe rv isionand that I am a duly Licensed Engineer unde r the laws o f the S ta te o f M innesota.BRETT EMMONS2505302/10/25Page 819 of 1184 tĞƐƚ ϳ Ϭ ƚ Ś S ƚ ͘X Ğ ƌ dž Ğ Ɛ A ǀ Ğ S ͘ z Ž ƌ Ŭ A ǀ Ğ S ͘ ; C Ž ͘ R Ě ͘ N Ž ͘ 3 1 Ϳ T-UT-U T-U T-UGGGG GGG G G G G G G G G G G G G G GE-UE-UE-U E-UE-U E-U E-U E-U E-U E-UE-UE-UE-UE-U E-UE-U E-UE-U E-U E- UE-UE-UE-UE-UE-UE-UE-UE-UE-U E-UE-U E-UE-UE-UE-UE-U E-U E-U E-U E-U E-U E-U E-U E-UE-U E-U E-U E-UE-U E-U E-U E-U E-U E-U E-U E-U E-U E-U E-U E-UE-UE-U E-UE-UE-U E-U E-UE-UE-UE- U E-UE-UE-UE-U E-U E-U E-UE-UE-UE-UE-U E-U E-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UT-UT-UT-UT-U T-U T-U T-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-U T-U T-U T-UT-U T-U T-U T-UT-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-UT-U T-U T-U T-U T-U T-U T-U T-U T-U T-UT-U T-U T-UT-UT-UT-U T-U T-U T-U T-UT-UT-UT-UT-UT-UT-UE-U E-U E-U E-U E-U E-U E-UXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X XXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X XXXXXXXXXXX X X X X X X X XXXXXX X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXX X XXX XXX X X XXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X XXX X X X X X X X X X X X X X X XXX X XXXXXXXXXXXXXXX X XXXXXXXXXXXXXXXXXXXXXXX X X X XXXXXXXX X X X XXX XXXXX X XXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X XXXXXXX X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X XXXXXXXX X X X X X XXXXXXXXX X XX X XX X X XXXXXXX XXXXXXXXXXXXXXXXXXXXXX X XX X X XX XXXXXXXXXXXXX XXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXX X X X X X X XXXXXXXX X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXX X X X X X X X X X X X XXXXXXXX X X X XXXXXXXX XXXX XXXXXXXXXXXXXXXXXXX X X X X X X X X X X X XX X XX XX X XXXXXXXXXXXXXX XXXXXXXXXXX X X X X X X X X X X X X X XXXXX X X X X X X XXXXXDEMOBUILDINGDEMOBUILDINGXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXREMOVE CONCRETESIDWALK (TYP.)XXXXXXXXXXXXXXXXXXXXREMOVE LIGHTPOLE (TYP.)REMOVE SSWR STRUCTURE& CASTING (TYP.)REMOVE SIGN(TYP.)REMOVE WATERBOX (TYP.)REMOVERCP STORM(TYP.)REMOVE STORMSTRUCTURE &CASTING (TYP.)REMOVE CURB &GUTTER (TYP.)REMOVETREE (TYP.)REMOVE ALLBITUMINOUS WITHINCONSTRUCTION LIMITS(TYP.)SAWCUT & REMOVE ALLBITUMINOUS WITHINCONSTRUCTION LIMITSREMOVEBIKE RACKREMOVE CURB &GUTTER (TYP.)REMOVE WATER SERVICE & CLOSEWATERMAIN CONNECTION PERCITY OF RICHFIELD STANDARDSREMOVE SANITARYSEWER SERVICE & PLUGAT PROPERTY LINEREMOVE SSWR(TYP.)REMOVE UNDERGROUNDTELECOMMUNICATIONS.CONTRACTOR TO COORDINATEWITH PROVIDER.REMOVEMONUMENT SIGNXREMOVEFENCEREMOVE BUILDINGCATWALKREMOVEMONUMENT SIGNPLUG ABANDONEDSSWR IN EXISTINGSTRUCTUREXSALVAGE RED PINESAND UTILIZE ASSPECIFIED ON L500SALVAGE ANDPLANE RED PINESXXXXXXXXXXXXXXXXXXXXXXCLEAR BRUSH(TYP.)XABANDON SSWRAND FILL WITHFLOWABLE FILLXREMOVE PAVEMENT ANDBASE AS NECESSARY TOINSTALL WATER ANDSANITARY SERVICES. TOBE COMPLETED INCOORDINATION WITHTHE CITY OF EDINASEWERMAIN PROJECT.XXREMOVEUNDERGROUNDELECTRIC (TYP.)SAWCUT & REMOVE ALL BITUMINOUSWITHIN CONSTRUCTION LIMITSSALVAGEFLAGPOLEAND PLAQUESTREET LIGHTTO REMAINTRAFFIC LIGHT &BOX TO REMAINELECTRIC BOX TO REMAINREMOVEIRRIGATION BOXREMOVE & RELOCATEELECTRIC BOX,COORDINATE WITHPROVIDERREMOVE & RELOCATETRAFFIC BOX, COORDINATEWITH PROVIDERREMOVE & RELOCATEELECTRIC METER,COORDINATE WITH PROVIDERSTREET LIGHTTO REMAINSTREET LIGHTTO REMAINREMOVE & RELOCATE TRAFFICBOX, COORDINATE WITH PROVIDERREMOVE & RELOCATE COMMUNICATIONRISER, COORDINATE WITH PROVIDERTRAFFIC LIGHTTO REMAINREMOVE & RELOCATEELECTRICAL ANDCOMMUNICATIONSINFRASTRUCTURE -COORDINATE WITH PROVIDERREMOVE & RELOCATEELECTRIC BOX, COORDINATEWITH PROVIDERSTREET LIGHTTO REMAINELECTRIC HANDHOLETO REMAINXXSTORM SEWERTO REMAINREMOVE CONCRETESIDWALK (TYP.)CAP & ABANDONSTORM STRUCTURESCALE IN FEET0'60'15'30'C100DEMOLITION PLANBRETT EMMONS2505310/03/24 DD CHECKSET10/17/24 50% DD CHECKSET10/31/24 50% DD12/12/24 100% DD CHECKSET01/10/25 100% DD CHECKSET01/17/25 100% DDNXXXXDEMOLITION LEGENDPIPEͬCONDUIT REMOsALCURB REMOsALSIGN REMOsALLIG,T POLE REMOsALUTILITz STRUCTURE REMOsALTREE REMOsALBRUS, REMOsALXXXX02/10/25 IFPR02/10/25Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd.ISSUE / REVISIONDateMarkDescriptionI hereby cer ti fy tha t th is p lan, specif ica tion or repor twas prepared by me or unde r my direct supe rv isionand that I am a duly Licensed Landscape Architectunder the laws of the State of M innesota.Signa turePrint NameDateLicense No510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336Architecture and Interiors County Project No : 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz VeaderkoOwnerHennepin County MinnesotaFacility Services DepartmentA2208 Government Center, 300 South S ixth S tree tMinneapolis, MN 55487 | 612-596-6949 2/5/2025 3:19:02 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvtCivil and LandscapeEOR1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448Studio NYL219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145Structural and FacadeMechanical, Electrica l and PlumbingVictus Engineering2327 Wycliff St Sui te 230, St Pau l, MN 55114 | 612 .859.8299TechnologyKCL300 4th St, West Des Mo ines, IA 50265 | 515.724.7938LightingMazzetti1999 Broadway , Denver, CO 80202 | 720.644 .5032PLANNING REVIEWAcousticKRA4826 Chicago Ave, Minneapo lis, MN 55417 | 612 .374.3800MSR Project No: 2023021Southdale Library+ Edina Art Center7001 York Ave S, Edina, MN 55435I hereby cer ti fy tha t th is p lan, specif ica tion or repor twas prepared by me or unde r my direct supe rv isionand that I am a duly Licensed Engineer unde r the laws o f the S ta te o f M innesota.Page 820 of 1184 1928271618FFE: 873.00'L2: 891.00'FFE: 873.00'tĞƐƚ ϳ Ϭ ƚ Ś S ƚ ͘X Ğ ƌ dž Ğ Ɛ A ǀ Ğ S ͘ z Ž ƌ Ŭ A ǀ Ğ S ͘ ; C Ž ͘ R Ě ͘ N Ž ͘ 3 1 Ϳ 24Ζϴ͘ϱΖ ;TzP͘Ϳ1ϲ͘ϱΖ 1ϴΖϲΖ1ϲ͘ϱΖ ϵ͘ϱΖ 1ϲ͘ϱΖϲΖ 1ϴΖ 1ϲ͘ϱΖ 24Ζ1ϴΖR3ΖRϵ Ζ R12ΖR3 Ζ R3ΖR2Ζ RϱΖR1ϱΖ R1ϱΖR3 ΖR12ΖR3Ζ R3 Ζ R1ϬΖR1͘ ϴ ϱ Ζ R1͘ ϱ Ζ R1 Ϭ ͘ ϲ ϳ Ζ Rϱ͘3ϴΖR3͘ϲϴΖ 4Ζ ϲΖϱΖ1ϬΖ 4Ζ4Ζ 1ϬΖϱΖ 1ϲΖ1ϳ͘13Ζ1Ζϴ͘2ϲΖ1ϴ͘ϲ1Ζ2ϬΖ1ϬΖ ϴΖ 1Ϭ͘3ϱΖϴΖ 1ϬΖ ϱΖ1ϵ͘33ΖϴΖ 24Ζ14Ζ STORMWATER TREE TRENCHSEE LANDSCAPE FOR PLANTING SPECIFICSRETAINING WALL - SEEARCHITECTURALCIP RETAINING WALLSTAIRS - SEELANDSCAPEGABION RETAINING WALL- SEE LANDSCAPE20' PARKING SETBACK2ϬΖ2ϬΖ20' PARKING SETBACKLIMESTONE STEPPERS -SEE LANDSCAPE (TYP.)BOARDWALK & OVERLOOK- SEE LANDSCAPERELOCATE SALVAGEDFLAGPOLEBIKE PARKING (10)TRAILHEAD KIOSKPATH LIGHTING (TYP.)GABION WALL -SEE LANDSCAPELIBRARY SIGN - BY OTHERSPEDESTRIAN BUMP OUT ANDSTRIPED BUS DROP OFF AREAGRATING BELOW -SEE ARCHITECTURALSTAIRS - SEE LANDSCAPEEV CHARGINGSTATIONADA PARKING SIGNAGEAND STRIPING (TYP.)EQUIPMENT PAD(SEE ELEC.)B612 CURB(TYP.)CURB CUT &RAIN GUARDIANTURRETPEDESTRIANCURB RAMPPEDESTRIANCURB RAMPMATCH EXISTINGCURBCARD READER - SEEARCHITECTURALROCK MULCH MAINTENANCESTRIP - SEE LANDSCAPESEAT WALL -SEE LANDSCAPECONSTRUCTEDWETLANDRIBBON CURBSTRIPEDPEDESTRIANWALKWAYEXISTINGELECTRIC BOXESEXISTINGTRAFFIC BOX8C5016C501DRIVEWAY PERCITY OF EDINASTANDARDSADJUST COMMUNICATIONHANDHOLE RIMS TO MATCHFINISHED GRADE (BY OTHERS)ADJUST HANDHOLE RIMTO MATCH FINISHEDGRADE (BY OTHERS)ADJUST EXISTING HANDHOLERIM TO MATCH FINISHEDGRADE (BY OTHERS)ADJUST EXISTING HANDHOLERIM TO MATCH FINISHEDGRADE (BY OTHERS)GEOTHERMAL WELL #1(SEE PLUMBING)GEOTHERMAL WELL #2(SEE PLUMBING)10C5017C502BOLLARD, TYP.11C5015' SIDEWALKBIKE PARKING (18)10' SIDEWALKEXISTING METROTRANSIT BUS STOP5' SIDEWALKEQUIPMENT SCREENINGPEDESTRIANCURB RAMP4, 7C500PEDESTRIANCURB RAMP8, 9C5008, 9C5008, 9C5008, 9C500BRETT EMMONS2505310/03/24 DD CHECKSET10/17/24 50% DD CHECKSET10/31/24 50% DD12/12/24 100% DD CHECKSET01/10/25 100% DD CHECKSET01/17/25 100% DDNSCALE IN FEET0'60'15'30'C101CIVIL SITE PLANSITE LEGENDPROPERTz LINESETBACK LINEBOLLARD LIG,TING - SEE LANDSCAPESTONE BLOCKS - SEE LANDSCAPECONCRETE PLAZACONCRETE tALKSASP,ALT SURFACINGASP,ALT TRAILCRUS,ED AGGREGATE SURFACINGPERMEABLE PAsERSGRAsEL PAT,INFILTRATION AREA02/10/25 IFPR02/10/25PARCEL INFORMAT IONADDRESS ϳϬϬ1 zORK AsE SPARCEL ID32-Ϭ2ϴ-24-21-ϬϬϬLAND USEINSTITUTIONALZONING DISTRICTR-1 н GREATER SOUT,DALE,EIG,T OsERLAz DISTRICTNONEFLOODPLAIN DISTRICTNONEtATERS,ED DISTRICTNINE MILE CREEKPARCEL AREAϳ͘ϳ4 ACRES ;33ϳ͕22ϴ SFͿZONING DIMENSIONAL REQUIREMENTSREQUIREDPROPOSEDMAX͘ BUILDING COsERAGE2ϱ͘Ϭй͕ ϴ4͕3Ϭϳ SF11͘ϱй͕ ц3ϴ ͕ϲ2ϱ SFMAX͘ IMPERsIOUS COsERAGEϱϬй͕ 1ϲϴ͕ϲ14 SF24͘3й͕ цϴ2 ͕ϬϬϬ SFMIN͘ SETBACKSN ϳϬT, ST t3ϬΖ3ϱΖE͗ XERXES AsE S3ϬΖ3ϱΖS͗ INTERIOR SIDE zARD3ϬΖ3ϬΖt͗ zORK AsESϱϬΖϱϬΖMAX͘ ,EIG,T4ϬΖϱϴΖ-ϵΗΎ*SEE ENCLOSED VAR IANCE APPLICATIONBUILDING AREALOtER LEsEL3ϱ͕123 SFLEsEL 134͕ϱ14 SFLEsEL 224͕ϳϱϳ SFTOTALϵ4͕3ϵ4 SFOFF-STREET PARKING REQUIREMENTSPER DISCUSSIONS t IT, EDINA PLANNING DIsISION͕ TOTAL SPACE FOR PARK ING CALCSEXCLUDES AREA OF UNDERGROUND PARKING LEsEL͘STATUTORz REQUIREMENT ;3ϲ-1311Ϳ1Ϭ SPACES н 1 SPACE PER 3ϬϬ GSFс 1Ϭ н ;ϱϵ͕2ϳ1 ͬ 3ϬϬͿс 2Ϭϴ REQU IRED SPACES ;BEFORE REDUCTIONSͿPARKING REDUCTIONS ;3ϲ-1324ͿT,E REQΖD NUMBER OF SPACES FOR A BUILDING MAz BE REDUCED Bz 1Ϭй REDUCTION IFT,E BUILDING IS LOCATED tIT, IN ONE QUARTER M ILE FROM A QUALIFIED TRANS IT STOP͘A 1Ϭй REDUCTION MAz BE APPROsED PROs IDED ONE COsERED͕ LONG TERM PARKING SPACE PER ϱ͕ϬϬϬ SF OF SERsICE USE ͕ OR 1 S,ORT TERM BICzCLE PARKING SPACE PER ϱ͕ϬϬϬ SF OF SERsICE USE͘ ;12 SPACESͿ2Ϭϴ SPACES - 2Ϭйс 1ϲϳ REQU IRED SPACESPROsIDED OFF-STREET PARKING1ϴ2 sE,ICLE SPACES1Ϭϴ IN SURFACE LOT ;4 ADAͿϳ4 IN UNDERGROUND LOT ;4 ADAͿ34 BIKE SPACES2ϴ S,ORT-TERM SURFACE SPACES ;14 RACKSͿϲ LONG-TERM BIKE LOCKERS Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd.ISSUE / REVISIONDateMarkDescriptionI hereby cer ti fy tha t th is p lan, specif ica tion or repor twas prepared by me or unde r my direct supe rv isionand that I am a duly Licensed Landscape Architectunder the laws of the State of M innesota.Signa turePrint NameDateLicense No510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336Architecture and Interiors County Project No : 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz VeaderkoOwnerHennepin County MinnesotaFacility Services DepartmentA2208 Government Center, 300 South S ixth S tree tMinneapolis, MN 55487 | 612-596-6949 2/5/2025 3:19:02 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvtCivil and LandscapeEOR1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448Studio NYL219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145Structural and FacadeMechanical, Electrica l and PlumbingVictus Engineering2327 Wycliff St Sui te 230, St Pau l, MN 55114 | 612 .859.8299TechnologyKCL300 4th St, West Des Mo ines, IA 50265 | 515.724.7938LightingMazzetti1999 Broadway , Denver, CO 80202 | 720.644 .5032PLANNING REVIEWAcousticKRA4826 Chicago Ave, Minneapo lis, MN 55417 | 612 .374.3800MSR Project No: 2023021Southdale Library+ Edina Art Center7001 York Ave S, Edina, MN 55435I hereby cer ti fy tha t th is p lan, specif ica tion or repor twas prepared by me or unde r my direct supe rv isionand that I am a duly Licensed Engineer unde r the laws o f the S ta te o f M innesota.Page 821 of 1184 ϴϴϲPEDESTRIAN RAMP8, 9C500ϴϴϲ͘ϬϱFL͗ ϴϴϲ͘Ϭ1TC͗ ϴϴϲ͘ϱ1FL͗ ϴϴϲ͘1ϱFL͗ ϴϴϲ͘ϬϬTC͗ϴϴϲ͘ϱϬϴϴϲ͘2ϱϴϴϲ͘2ϳϴϴϲ͘1ϳϴϴϲ͘1ϱϴϴϲ͘14ϴϴϲ͘Ϭ4ϴϴϲϴϴϲFL͗ ϴϴϱ͘ϴϬ-4͘Ϭй -2͘Ϭй -2͘ϬйFFE: 873.00'L2: 891.00'FFE: 873.00' ϴϲ2 ϴϲ3 ϴϲ4 ϴϲ ϱ ϴϲ ϲ ϴϲϳϴϲϴ ϴϲϵϴϳϬϴϳ1ϴϳ2ϴϳ3ϴϳ4ϴϳϱϴϳϲ ϴϲ3ϴϲ4ϴϲϱϴϲϲϴϲϳϴϲϴϴϲϵϴϳϬϴϳ1ϴϳ2ϴϳ3ϴϳ4ϴϳϱϴϳϲϴϳϳϴϳϴϴϳϵϴϴϬϴϴ1 ϴϳ3ϴϳ4ϴϳϱϴϳϲϴϳϳϴϳϴϴϳϵϴϴϬϴϴ1ϴϴ2ϴϴ3ϴϴ4ϴϴϱϴϴϲϴϲϳϴϲϳϴϲϴϴϲϵϴϳϬϴϳ1ϴϳ2ϴϳ3ϴ ϳ 4 ϴϳϱϴϳϲϴϳϳϴϳϴϴϳϵϴϴϬϴϴ1ϴϴ2ϴϴ3ϴϴ4ϴϴϱϴϴϲϴϳ4ϴϳ ϱ ϴϳϲϴϳϲϴϳϲ ϴϳϳϴϳϴϴϳϵϴϴϬ ϴ ϴ 1 ϴϴ2ϴϴ3ϴϴ4ϴϴϱϴϴϲϴϲ4ϴϲϱϴϲϲϴϲϳϴϲϴϴϲϵϴϲ4ϴϲϱϴϲϲ 11C50211C50211C50211C502tĞƐƚ ϳ Ϭ ƚ Ś S ƚ ͘X Ğ ƌ dž Ğ Ɛ A ǀ Ğ S ͘ z Ž ƌ Ŭ A ǀ Ğ S ͘ ; C Ž ͘ R Ě ͘ N Ž ͘ 3 1 ͿGGGGGGGGGGG G G G GGGG G«DT «DT«DT«DT «DT «DT «DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT «DT«DT «DT«DT«DT «DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT «DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT «DT «DT «DT «DT «DT «DT «DT «DT «DT«DT«DT«DT «DT«DT«DT«DT«DT «DT«DT «DT«DT «DT«DT «DT «DT «DT «DT «DT «DT «DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT «DT«DT«DT«DTϴϳ3ϴϳ4ϴϳϱϴϳϲ ϴϳϳϴϳϴϴϳϵϴϴϬϴϴ1ϴϴ2ϴϴ3ϴϴ4ϴϴϱϴϴϲϴϳ2ϴϳ3ϴϳ4ϴϳϱEOF͗ ϴϳ2͘ϬϬϴϳ2͘ϴϬFL͗ ϴ ϳ2͘3 ϵ FL͗ ϴϳ2 ͘24FL͗ ϴϳ2͘ϱ Ϭ FL͗ ϴϳ 2͘1ϱϴϳ1͘ϴ2 FL͗ ϴ ϳ1͘ϳ4FL͗ ϴϳ1 ͘ϲ3FL͗ ϴϳ 2͘ϴ1FL͗ ϴϳϲ ͘ϲϱFL͗ ϴϳϴ͘4 2 FL͗ ϴϳϴ ͘ϱϱ FL͗ ϴϳ2 ͘ϳϬ FL͗ ϴϳ2 ͘ϴϲ FL͗ ϴϳ2 ͘ϱ1 FL͗ ϴϳϱ ͘4ϵFL͗ ϴϳϵ͘ ϵ4FL͗ ϴ ϳϵ͘ϳϳFL͗ ϴϴ3͘ ϱ4 FL͗ ϴϳϱ ͘ϲϱFL͗ ϴϳϱ ͘Ϭϱ FL͗ ϴϳ2 ͘ϵϳϴϴ1͘ϵϬ ϴϴ1͘ϵ Ϭϴϱϱ͘ϬϬϴϱϱ͘ϬϬϴϱϱ͘ϬϬ ϴϳ2͘ϵϱ FL͗ ϴϳ 2͘ϱϬFL͗ ϴϳ2͘ϲ2FL͗ ϴ ϳ2͘2 1 ϴϳϱ͘ϲϬϴϳϱ͘ϱϬϴϳϱ͘ϴϬϴϳϱ͘ϳϬFL͗ ϴ ϳϱ͘12FL͗ ϴϴ3͘ϴ ϴFL͗ ϴ ϳϴ͘ϲϬϴϳϲ͘ϵ ϳ FL͗ ϴϳϱ ͘ϱϬFL͗ ϴϳ 2͘ϳ2FL͗ ϴϳ 2͘ϱϬFL͗ ϴϳ2 ͘ϱϬFL͗ ϴϳ2 ͘32 FL͗ ϴϳ2 ͘ϬϲFL͗ ϴϳ 2͘2ϴFL͗ ϴϳ2 ͘ϱϬFL͗ ϴϳ2 ͘3ϴϴϳ2͘ϱϴϴϳ2͘4ϵϴϳ2͘4ϵϴϳϳ͘4ϵϴϳϳ͘4ϱϴϳϳ͘ϱ3ϴϴ1͘ϵϲϴϴ1͘ϵϲϴϴ1͘ϴϱϴϴ1͘ϴ ϲ ϴϵϬ͘ϴ4ϴϵϬ͘ϴϴϴϵϬ͘ϵ1ϴϵϬ͘ϵ1ϴϵϬ͘ϳϵϴϵ1͘ϬϬ ϴϵ1͘ϬϬϴϵ1͘ϬϬϴϳϱ͘ϳ3 ϴϳϱ͘ϲ ϵ ϴϳ3͘11ϴϳ2͘2ϵϴϳ2͘ϴ3ϴϳ3͘ϬϬϴϳ2͘ϴϬϴϳ3͘ϬϬϴϳ2͘ϴ Ϭϴϳ2͘ϱϬϴϳ3͘ϬϬϴϳ1͘ϴ4ϴϳ2͘ϳ3ϴϳ2͘ϳ3ϴϳ1͘ϳϵϴϳ3͘ϬϬϴϲϴ͘ϱϱϴϳ1͘ϳ3 ϴϳ2 ϴϳ3 ϴϳ4ϴϳϱϴϳϲϴϳϲϴϳϲ ϴϳϳϴϳ ϴ ϴϳϵ ϴϴϬ ϴϴ1ϴϴ 2 ϴϴ3 ϴϴ4ϴϴϱϴϴϲϴϴϲϴϳϲϴϳϳϴϳϴϴϳϵϴϴϬϴϴ1ϴϴ2ϴϴ3ϴϴ4ϴϴϱϴϴϲϴϴϳϴϴϴϴϴϵϴϵϬ ϴϳ3 ϴϳ4ϴϳϱϴϳϲϴϳϳϴϳϴϴϳϵϴϴϬϴϴ1ϴϴ2ϴϴ3 ϴϴ4 ϴϴϱ ϴϱϴϴϱϵϴϲϬϴϲ1ϴϲ2 ϴϱϱ ϴϱϲ ϴϱ ϳ ϴϱϱϴϱϲϴϱϳϴϱϴϴϱϵϴϲϬϴϲϬϴϲ1ϴϲ1ϴϲ2ϴϲ2ϴϲϬϴϲ1ϴϲ2 ϴϲ2ϴϲ3ϴϲ4ϴϲϱϴϲϱϴϲϱϴϲϲϴϲϲϴϲϲϴϲϳϴϲϳϴϲϳ ϴϲϴ ϴϲϵ ϴϳϬ ϴϳ1 ϴϳ2 ϴϳ3 ϴϳ4ϴϳ4 ϴϲϱϴϲϲϴϲϳϴϲϴϴϲϵϴϳϬϴϳ1ϴϳ2ϴϳ4ϴϳϱϴϳϲϴϳϳϴϳϴϴϳϵϴϴϬϴϴ1ϴϲ2 ϴϲ3 ϴϲ4 ϴϲϱ ϴϲϲϴϲϳ ϴϲϴ ϴϲϵ ϴϲϴ ϴϲϵ ϴϳϬϴϳϬϴϳϬϴϳϬϴϳϬ ϴϳ1ϴϲϲϴϲϳϴϲϳ ϴϲϱ ϴϲϲ ϴϲϳ ϴϲϴ ϴϲϵ ϴϳϬ ϴϳ1 ϴϳ2 ϴϳ3 ϴϳ4 EOF͗ ϴ ϲϲ͘ϱ Ϭ ϴϳ2ϴϳ3ϴϳ4 ϴϳϱϴϳϲϴϳϳϴϳϴTt͗ ϴϳϳ͘ ϬϬ Tt͗ ϴϳϲ ͘2ϱTt͗ ϴϳϱ ͘4ϬBt͗ ϴϳϱ ͘ϲϬBt͗ ϴϳϲ ͘ϬϬRETAIN ING tALL ;SEE ARC, ͘ PLANSͿTt͗ ϴϳϱ͘ ϬϬBt͗ ϴϳϱ ͘ϬϬTt͗ ϴ ϴϵ͘3 ϱBt͗ ϴ ϳ4͘2ϬϴϳϱϴϳϲStALE CENTERLINE ϴϳ4ϴϳϱϴϳϲϴϳϳϴϳϴϴϳϵϴϳϲEOF͗ ϴϳ ϱ͘ϲ1ϴϳ3͘Ϭ3FL͗ ϴϳ2 ͘ϴϲϴϳ2͘ϴϬ ϴϵ1͘ϬϬ ϴϵϬ͘ϴ ϳ ϴϵϬ͘ϵ2ϴϵϬ͘ϳϵϴϵϬ͘ϳϴEOF͗ ϴϲ ϲ͘ϱϬEOF͗ ϴϲ2 ͘ϬϬEOF͗ ϴϲϱ͘ϬϬ -4͘3й-4͘3й-4͘ 3й -4͘ 3й -Ϭ ͘2й Ϭ͘ϲй -1͘ϲй -1͘ϱй-4͘ϲй-1͘ϱй-1͘ϳй-4͘ϳй -Ϭ͘4й -1͘ϴйϴϱϳϴϱϳϴϱϴϴϱϵϴϲϬϴϲ1ϴϲ2 ROOF DRAIN SURFACE FLOt͘SEE MEC,͘ϴϳϬ͘2ϲϴϳ1͘41ϴϳϬ͘3ϵϴϳ2͘ϲϲϴϳ2͘ϲϬ ϴϳ2͘ ϳ3 ϴϳ2͘ϴ4ϴϳϬ͘4ϴϴϳϬ͘Ϭϲ ϴϳ2͘ϴϳϴϳ2͘ϳϳϴϳ3͘ϬϬϴϳ2͘ϲ2ϴϳ2͘ϲ4 ϴϳ2͘ ϳ3 ϴϳ2͘ϳϳ ϴϳ2͘32 ϴϳ2͘ 2ϳ ϴϳ2͘ϱϴϴϳ2͘ϱϴINFILTRATION BASIN 31ϬϬ-zR ,tL͗ ϴϲϲ͘ϱϲEOF с ϴϲϲ͘ϱϬOUTLET с ϴϲϲ͘ϬϱBOTTOM͗ ϴϲϱ ͘ϬϬSUBGRADE͗ ϴϲ3͘ϱϬ INFILTRAT ION BAS IN 21ϬϬ-zR ,tL ͗ ϴϲϲ ͘23EOF с ϴϲϲ ͘ϱϬOUTLET с ϴϲϲ ͘ϬϱBOTTOM͗ ϴϲϱ͘ϬϬSUBGRADE͗ ϴϲ3 ͘ϱϬINFILTRATION BASIN 41ϬϬ-zR ,tL͗ ϴϲ4͘22OUTLET ;EOFͿ͗ ϴϲ2͘ϬϬBOTTOM͗ ϴϲϬ͘ϬϬSUBGRADE͗ ϴϱϴ͘ϱϬ INF ILTRATION BASIN 11ϬϬ-zR ,tL͗EOF͗ ϴϳϲ͘41OUTLET͗ ϴϳϲ͘ϬϬBOTTOM͗ ϴϳ4͘ϱϬSUBGRADE͗ ϴϳ3͘ϬϬCONSTRUCTED tETLAND1ϬϬ-zR ,tL͗ ϴϲ4 ͘22EOF͗ ϴϲ4͘ϵϬOUTLET͗ ϴϲ3͘ϴϬBOTTOM͗ ϴϱϱ͘ϬϬFL͗ ϴϳ4 ͘2ϲROOF DRAIN SURFACE FLOt͘SEE MEC,͘FL͗ ϴϳϳ ͘ϵϱ ϴϳϵ ϴϴϬ ϴϴ1 ϴϴ2 ϴϴ3 ϴϴ4 ϴϴϱϴϴ4ϴϴ3ϴϱϲϴϱϱ Bt͗ ϴ ϳϱ͘4 Ϭϴϱϱ͘ϬϬϴϵϬ͘ϴ4-1͘Ϭй-1͘Ϭй-Ϭ͘ϲй-Ϭ͘ϲй ϴϳ3͘ϬϬϴϳ3͘ϬϬϴϳ2͘4Ϭϴϳ2͘2ϱϴϳ2͘ϲ2 ϴϳ3͘11ϴϳ2͘ϴϳϴϳ2͘4ϴ ϴϳ3͘Ϭ1 -1͘ϵй1͘2й -3͘1й-1͘2й1͘Ϭй-1͘1й SEE PEDESTRIAN CURB RAMP INSERT 2;T,IS S,EET Ϳ SEE PEDESTRIAN CURB RAMP INSERT 1;T,IS S,EETͿSEE PEDESTRIAN CURB RAMP INSERT 3;T,IS S,EETͿSEE PEDESTRIAN CURB RAMP INSERT 4;T,IS S,EETͿϴϴϲFL͗ ϴϴϲ͘ϬϲFL͗ ϴϴϱ͘ϳ2TC͗ ϴϴϱ͘22FL͗ ϴϴϲ͘ϬϴTC͗ ϴϴϲ ͘ϱϴFL͗ ϴϴϲ͘13ϴϴϲ͘ϱϴϴϴϲ͘ϱϴϴϴϲ͘ϲ1ϴϴϲ͘ϲ1FL͗ ϴϴϲ͘ϬϲFL͗ ϴϴϱ͘ϳϵTC͗ ϴϴϲ͘2ϵϴϴϲ͘ϱϬϴϴϲ͘4ϬFL͗ ϴϴϲ͘13ϴϴϲϴϴϲϴϴϲϴϴϳϴϴϲϴϴϲϴϴϲ-3͘ϱй-ϲ ͘3й-Ϭ͘ϱй -2͘Ϭй FL͗ ϴϴϲ͘1ϬTC͗ ϴϴϲ͘ϲϬϴϴϲ͘4ϴϴϴϲ͘3ϴPEDESTRIAN RAMP8, 9C500PEDESTRIAN RAMP8, 9C500ϴϳ3 ϴϳ4FL͗ ϴϳ3͘3ϴTC͗ ϴϳ3͘ϴϴFL͗ ϴϳ2͘ϲϳFL͗ ϴϳ2͘3ϵϴϳ3ϴϳ4 ϴϳ3 ϴϳ4ϴϳ4PEDESTRIAN RAMP8, 9C500PEDESTRIAN RAMP8, 9C500ϴϳ2͘ϵ1FL͗ ϴϳ3͘14FL͗ ϴϳ2͘ϱ1ϴϳ3͘44ϴϳ3͘1Ϭϴϳ3͘12ϴϳ2͘ϵ3-ϲ͘ϳй-ϳ͘ϱйMAXIMUM 2й SLOPE IN ALLDIRECTIONS t IT,IN T,IS PADFL͗ ϴϲϲ͘ϳϱFL͗ ϴϲϳ ͘ϬϲTC͗ ϴϲϳ ͘ϱϲFL͗ ϴϲϲ͘ϴϴFL͗ ϴϲϲ͘ϳϱFL͗ ϴϲϳ͘ϬϬTC͗ ϴϲϳ͘ϱϬϴ ϲ ϳ ϴϲϳ ϴϲϳϴϲϳϴϲϲ͘ϴϴϴϲϲ͘ϵϴϴϲϲ͘ϵϲϴϲϲ͘ϳϴϴϲϲ͘ϴϴ-3͘ 4 й -2͘ϲйPEDESTRIAN RAMP8, 9C500SCALE IN FEET0'60'15'30'C102BRETT EMMONS2505310/03/24 DD CHECKSET10/17/24 50% DD CHECKSET10/31/24 50% DD12/12/24 100% DD CHECKSET01/10/25 100% DD CHECKSET01/17/25 100% DDNGRADING & DRAINAGEPLAN02/10/25 IFPR02/10/25Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd.ISSUE / REVISIONDateMarkDescriptionI hereby cer ti fy tha t th is p lan, specif ica tion or repor twas prepared by me or unde r my direct supe rv isionand that I am a duly Licensed Landscape Architectunder the laws of the State of M innesota.Signa turePrint NameDateLicense No510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336Architecture and Interiors County Project No : 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz VeaderkoOwnerHennepin County MinnesotaFacility Services DepartmentA2208 Government Center, 300 South S ixth S tree tMinneapolis, MN 55487 | 612-596-6949 2/5/2025 3:19:02 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvtCivil and LandscapeEOR1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448Studio NYL219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145Structural and FacadeMechanical, Electrica l and PlumbingVictus Engineering2327 Wycliff St Sui te 230, St Pau l, MN 55114 | 612 .859.8299TechnologyKCL300 4th St, West Des Mo ines, IA 50265 | 515.724.7938LightingMazzetti1999 Broadway , Denver, CO 80202 | 720.644 .5032PLANNING REVIEWAcousticKRA4826 Chicago Ave, Minneapo lis, MN 55417 | 612 .374.3800MSR Project No: 2023021Southdale Library+ Edina Art Center7001 York Ave S, Edina, MN 55435I hereby cer ti fy tha t th is p lan, specif ica tion or repor twas prepared by me or unde r my direct supe rv isionand that I am a duly Licensed Engineer unde r the laws o f the S ta te o f M innesota.PEDESTRIAN CURB RAMP INSERT 1PEDESTRIAN CURB RAMP INSERT 2PEDESTRIAN CURB RAMP INSERT 3PEDESTRIAN CURB RAMP INSERT 4Page 822 of 1184 ϴϲ2 ϴϲ3 ϴϲ4 ϴϲ ϱ ϴϲ ϲ ϴϲϳϴϲϴ ϴϲϵϴϳϬϴϳ1ϴϳ2ϴϳ3ϴϳ4ϴϳϱϴϳϲ ϴϲ3ϴϲ4ϴϲϱϴϲϲϴϲϳϴϲϴϴϲϵϴϳϬϴϳ1ϴϳ2ϴϳ3ϴϳ4ϴϳϱϴϳϲϴϳϳϴϳϴϴϳϵϴϴϬϴϴ1ϴϳ3ϴϳ4ϴϳϱϴϳϲϴϳϳϴϳϴϴϳϵϴϴϬϴϴ1ϴϴ2ϴϴ3ϴϴ4ϴϴϱϴϴϲϴϲϳϴϲϳϴϲϴϴϲϵϴϳϬϴϳ1ϴϳ2ϴϳ3ϴ ϳ 4 ϴϳϱϴϳϲϴϳϳϴϳϴϴϳϵϴϴϬϴϴ1ϴϴ2ϴϴ3ϴϴ4ϴϴϱϴϴϲϴϳ4ϴϳ ϱ ϴϳϲϴϳϲϴϳϲ ϴϳϳϴϳϴϴϳϵϴϴϬϴ ϴ 1 ϴϴ2ϴϴ3ϴϴ4ϴϴϱϴϴϲ ϴϲ4ϴϲϱϴϲϲϴϲϳϴϲϴϴϲϵϴϲ4ϴϲϱϴϲϲ tĞƐƚ ϳ Ϭ ƚ Ś S ƚ ͘X Ğ ƌ dž Ğ Ɛ A ǀ Ğ S ͘ z Ž ƌ Ŭ A ǀ Ğ S ͘ ; C Ž ͘ R Ě ͘ N Ž ͘ 3 1 Ϳ E-UE-UE-U E-U E-U E-U E-U E-U E-U E-U E-UE-U E-U E-U E-UE-U E-U E-U E-U E-U E-U E-U E-U E-U E-U E-U E-UE-UE-U E-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UT-UT-UT-UT-U T-U T-U T-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-U T-U T-U T-UT-U T-U T-U T-UT-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-UT-U T-U T-U T-U T-U T-U T-U T-U T-U T-UT-U T-U T-U T-U T-U T-U E-U E-U E-U E-U E-U E-U E-U SANSANSANSANSAN GGGG G«DT «DT«DT«DT «DT «DT «DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT «DT«DT«DT «DT«DT«DT«DT«DT«DT«DT«DT«DT «DT«DT«DT«DT«DT«DT«DT «DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT «DT «DT «DT «DT «DT «DT «DT «DT «DT«DT«DT«DT «DT«DT«DT«DT«DT«DT«DT «DT«DT «DT«DT «DT «DT «DT «DT «DT «DT «DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT «DT«DT«DT«DTFFE: 873.00'L2: 891.00'FFE: 873.00'STABILIZEDCONSTRUCTIONENTRANCEINLET PROTECTION(TYP.)SILT FENCE (TYP.)SEDIMENT CONTROLLOG (TYP.)SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFS F SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SEDIMENT CONTROL LOG, INSTALLED AFTERGRADING ACTIVITIES ARE COMPLETED01C50002C50006C50004C50005C500SILT FENCE IN BASIN, INSTALLED AFTERGRADING ACTIVITIES ARE COMPLETED(TYP.)ϴϳ2ϴϳ3ϴϳ4ϴϳϱϴϳϱϴϳϲϴϳϲϴϳϳϴϳ ϳϴϳϴϴϳϴϴϳϵ ϴϳϵϴϴϬϴϴϬϴϴ1ϴϴ1ϴϳ2 ϴϳ3ϴϳ4ϴϳϱϴϳϲϴϳϳϴϳϴ ϴϳϵ ϴϴϬ ϴϴ1 ϴϴ2 ϴϴ3 ϴϴ4ϴϴϱϴϴϲϴϳ3ϴϳ4ϴϳϱϴϳϲϴϳϳϴϳϴϴϳϵϴϳ2ϴϳ2 ϴϳ3 ϴϳ4 ϴϳϱϴϳϲϴϳϬϴϳ1 ϴϳ2ϴϳ3ϴϳ4ϴϳϱϴϳϲϴϱϱϴϱϲϴϱϳ ϴϱϴ ϴϱϵϴϲϬϴϲ1ϴϲ2 ϴϲ2ϴϲ3ϴϲ4ϴϲϱϴϲϲϴϲϳ ϴϲϴ ϴϲϵϴϳϬϴϱϱ ϴϱϱϴϱϲ ϴϱϲ ϴϱϳ ϴϱϳϴϱϴ ϴϱϴ ϴϱϵ ϴϱϵ ϴϲϬ ϴϲϬ ϴϲ1 ϴϲ1 ϴϲ2 ϴϲ2ϴϱϲϴϱϲϴϱϳϴϱϳϴϱϴϴϱϵϴϲϬϴϲ1ϴϲ2 ϴϲ3ϴϲ4ϴϲϱϴϲ ϲ ϴϲϳϴϲϳ ϴϲϳ ϴϲϴϴϲϴϴϲϴ ϴϲϵϴϳϬϴϳ1ϴϳ2ϴϳ3ϴϳ4ϴϲϱ ϴϲϲϴϲϳ ϴϲϴ ϴϲϵ ϴϳϬ ϴϳ1 ϴϳ2 ϴϳ3 ϴϳ4SEDIMENT CONTROLLOG (TYP.)INLET PROTECTION(TYP.)C103EROSION CONTROL PLANBRETT EMMONS2505310/03/24 DD CHECKSET10/17/24 50% DD CHECKSET10/31/24 50% DD12/12/24 100% DD CHECKSET01/10/25 100% DD CHECKSET01/17/25 100% DDNSCALE IN FEET0'60'15'30'SFEROSION CONTROL LEGENDSILT FENCESEDIMENT CONTROL LOGINLET PROTECTIONEROSION CONTROL BLANKETSTABILIZED CONSTRUCTION ENTRANCE02/10/25 IFPR02/10/25SEE LANDSCAPE FORSWALE STABILIZATIONSEE LANDSCAPE FORSLOPE STABILIZATIONEROSIONCONTROL BLANKETDrawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd.ISSUE / REVISIONDateMarkDescriptionI hereby cer ti fy tha t th is p lan, specif ica tion or repor twas prepared by me or unde r my direct supe rv isionand that I am a duly Licensed Landscape Architectunder the laws of the State of M innesota.Signa turePrint NameDateLicense No510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336Architecture and Interiors County Project No : 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz VeaderkoOwnerHennepin County MinnesotaFacility Services DepartmentA2208 Government Center, 300 South S ixth S tree tMinneapolis, MN 55487 | 612-596-6949 2/5/2025 3:19:02 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvtCivil and LandscapeEOR1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448Studio NYL219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145Structural and FacadeMechanical, Electrica l and PlumbingVictus Engineering2327 Wycliff St Sui te 230, St Pau l, MN 55114 | 612 .859.8299TechnologyKCL300 4th St, West Des Mo ines, IA 50265 | 515.724.7938LightingMazzetti1999 Broadway , Denver, CO 80202 | 720.644 .5032PLANNING REVIEWAcousticKRA4826 Chicago Ave, Minneapo lis, MN 55417 | 612 .374.3800MSR Project No: 2023021Southdale Library+ Edina Art Center7001 York Ave S, Edina, MN 55435I hereby cer ti fy tha t th is p lan, specif ica tion or repor twas prepared by me or unde r my direct supe rv isionand that I am a duly Licensed Engineer unde r the laws o f the S ta te o f M innesota.Page 823 of 1184 FFE: 873.00'L2: 891.00'FFE: 873.00'tĞƐƚ ϳ Ϭ ƚ Ś S ƚ ͘X Ğ ƌ dž Ğ Ɛ A ǀ Ğ S ͘ z Ž ƌ Ŭ A ǀ Ğ S ͘ ; C Ž ͘ R Ě ͘ N Ž ͘ 3 1 ͿGGGGGGGGGGG G G G E-UE-UE-U E-U E-U E-U E-U E-U E-U E-U E-UE-U E-U E-U E-UE-U E-U E-U E-U E-U E-U E-U E-U E-U E-U E-U E-UE-UE-U E-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UT-UT-UT-UT-U T-U T-U T-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-U T-U T-U T-UT-U T-U T-U T-UT-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-UT-U T-U T-U T-U T-U T-U T-U T-U T-U T-UT-U T-U T-U T-U T-U T-U E-U E-U E-U E-U E-U E-U E-U SANSANSANSANSANSANSAN GGGG G«DT «DT«DT«DT «DT «DT «DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT «DT«DT«DT «DT«DT«DT«DT«DT«DT«DT«DT«DT «DT«DT«DT«DT«DT«DT«DT «DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT «DT «DT «DT «DT «DT «DT «DT «DT «DT«DT«DT«DT «DT«DT«DT«DT«DT«DT«DT «DT«DT «DT«DT «DT «DT «DT «DT «DT «DT «DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT «DT«DT«DT«DTSTM M, η2ϬϴSTM CB η2ϬϵTRENC, DRAIN η21ϲOCS η21ϳSTM CB η212STM CB η211STM CB η21ϬSTM M, η213STM CB η21ϱRD η214STM CB η3ϬϬSTM CB η3Ϭ1STM M, η1ϬϱDAz LIG,T η1ϬϵSTM CB η11ϬRD η1ϬϴFES η1ϬϳFES η1Ϭ2FES η1Ϭ3FES η1Ϭ4FES η2ϬϲFES η2ϬϱFES η2Ϭ4FES η2ϬϬOCS η2Ϭ1OCS η1ϬϬFES η1Ϭ1STM M, η2ϬϳSTM CB η2ϬϳASAN M, η2SAN STUB η3SAN M, η1TRENC, DRAIN η11ϬRAIN GUARDIAN TURRETOR APPROsED EQUALNATURAL GAS METER;ϵϬϬ CF,͕ 1Η tͬ MIN͘ 2 PSIͿRD LAMBΖS TONGUEOsERFLOt ;SEE MEC,͘ͿRD LAMBΖS TONGUEPRIMARz ;SEE MEC,͘ͿRD LAMBΖS TONGUE OsERFLOt;SEE MEC,͘ AND ARC,͘ͿRD η1ϬϲRD tATER FEATUREOsERFLOt ;SEE MEC,͘AND ARC,͘ͿRD SCUPPER OsERFLOt;SEE MEC,͘ AND ARC,͘ͿRD SCUPPER PRIMARz ANDOsERFLOt ;SEE MEC,͘ͿCONNECT TO EX STM M,ADD RISER TO MATC,FINIS,ED GRADESCONNECT TO EXSAN SEtERCONNECT TO EXtATERMAINtATER STUBFIRE ,zDRANTCONNECT TO EX STMRELOCATED TRAFFICCONTROL BOXRELOCATEDCOMMUNICATIONS RISERRELOCATEDTRANSFORMERRELOCATEDELECTRICEQUIPMENT CONNECT TO EXNATURAL LINEC200UTILITY PLAN - OVERALLBRETT EMMONS2505310/03/24 DD CHECKSET10/17/24 50% DD CHECKSET10/31/24 50% DD12/12/24 100% DD CHECKSET01/10/25 100% DD CHECKSET01/17/25 100% DDNSCALE IN FEET0'60'15'30'02/10/25 IFPR02/10/25Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd.ISSUE / REVISIONDateMarkDescriptionI hereby cer ti fy tha t th is p lan, specif ica tion or repor twas prepared by me or unde r my direct supe rv isionand that I am a duly Licensed Landscape Architectunder the laws of the State of M innesota.Signa turePrint NameDateLicense No510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336Architecture and Interiors County Project No : 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz VeaderkoOwnerHennepin County MinnesotaFacility Services DepartmentA2208 Government Center, 300 South S ixth S tree tMinneapolis, MN 55487 | 612-596-6949 2/5/2025 3:19:02 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvtCivil and LandscapeEOR1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448Studio NYL219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145Structural and FacadeMechanical, Electrica l and PlumbingVictus Engineering2327 Wycliff St Sui te 230, St Pau l, MN 55114 | 612 .859.8299TechnologyKCL300 4th St, West Des Mo ines, IA 50265 | 515.724.7938LightingMazzetti1999 Broadway , Denver, CO 80202 | 720.644 .5032PLANNING REVIEWAcousticKRA4826 Chicago Ave, Minneapo lis, MN 55417 | 612 .374.3800MSR Project No: 2023021Southdale Library+ Edina Art Center7001 York Ave S, Edina, MN 55435I hereby cer ti fy tha t th is p lan, specif ica tion or repor twas prepared by me or unde r my direct supe rv isionand that I am a duly Licensed Engineer unde r the laws o f the S ta te o f M innesota.Page 824 of 1184 ϴϲϳϴϲϴϴϲϵϴϳϬϴϳ1ϴϳ2ϴϳ3ϴϳ4ϴϳϱϴϳϲϴϳϳϴϳϴϴϳϵϴϴϬϴϴ1 ϴϳ3ϴϳ4 ϴϳϱ ϴϳϲϴϳϳϴϳϴ ϴϳϵϴϴϬ ϴϴ1ϴϴ2ϴϴ3ϴϴ4ϴϴϱϴϴϲ ϴϳ1ϴϳ2ϴϳ3ϴ ϳ 4 ϴϳϱϴϳϲϴϳϳϴϳϴϴϳϵϴϴϬϴϴ1ϴϴ2ϴϴ3ϴϴ4ϴϴϱϴϴϲϴϴ2ϴϴ3ϴϴ4ϴϴϱϴϴϲtĞƐƚ ϳ Ϭ ƚ Ś S ƚ ͘X Ğ ƌ dž Ğ Ɛ A ǀ Ğ S ͘ z Ž ƌ Ŭ A ǀ Ğ S ͘ ; C Ž ͘ R Ě ͘ N Ž ͘ 3 1 ͿGGGG G G G G E-UE- UE-UE-UE-U E-U E-U E-U E-U E-UE-U E-U E-U E-U E-U E-U E-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UT-UT-UT-U T-UT-U T-U T-U T-U T-U T-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U E-U E-U E-U E-U E-U E-U FFE: 873.00'L2: 891.00'FFE: 873.00'SANSANSANSANSANSANSANSANSANSAN SAN GGGGGG GG«DT «DT «DT «DT«DT«DT «DT «DT «DT«DT«DT «DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT «DT«DT «DT«DT«DT«DT«DT«DT«DT«DT«DT «DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT «DT«DT «DT«DT«DT«DT«DT«DT«DT«DT«DT «DT DT «DT «DT «DT «DT «DT «DT«DT «DT «DT «DT«DT«DT«DT«DT «DT «DT«DT«DT«DT DT «DT«DT«DT«DT«DT«DT«DT «DT «DT«DT «DT «DT «DT «DT «DT «DT «DT «DT «DT «DT «DT «DT«DT«DT«DT «DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«EP͗ 4н12͘ϬϬPI͗ 3нϵϴ͘2ϲ3н1ϳϬнϬϬϬнϱϬ1нϬϬ1нϱϬ2нϬϬ2нϱϬ3нϬϬ BP͗ ϬнϬϬ͘ϬϬ EP͗ 3н1ϲ͘ϴ1PI͗ 2нϱ3͘ϱϴ EX SAN M, ϴϳ3 ϴϳ4ϴϳϱϴϳϲϴϳ ϳ ϴϳ ϴ ϴϳϵ ϴϴϬ ϴϴ1 ϴϴ2 ϴϴ3ϴϴ4ϴϴϱϴϴϲϴϳ3ϴϳ4ϴϳϱϴϳϲϴϳϳϴϳϴϴϳϵϴϳ4ϴϳϱϴϳϲϴϳϳϴϳϴϴϳϵϴϴϬϴϳϴϴϳϵϴϴϬϴϴ1ϴϴ2ϴϴ3ϴϴ4ϴϴϱϴϴϲϴϳϬ ϴϳ1 ϴϳ2 ϴϳϱ ϴϳϱ ϴϳϲ ϴϳϲϴϳϳ ϴϳϳϴϳϴ ϴϳϴϴϳϵϴϳϵϴϴϬ ϴϴϬϴϴ1 ϴϴ1ϴϴ2 ϴϴ2ϴϴ3 ϴϴ3 ϴϴ3ϴϴ4ϴϴϱϴϴϲϴϴϳϴϴϴϴϴϵϴϴ2ϴϴ3ϴϴ4ϴϴϱϴϴϲϴϴϳϴϴϴϴϴϵϴϵϬϴϵϬ 04C50104C50105C501SAN M, η1RIM ϴϳ2͘ϬϬϲΗ ;EͿ INs ϴϱϱ͘14 244Ζ - ϲΗ PsC SDR-2ϲ Λ 2͘Ϭϴй ϱ2Ζ - ϲΗ PsC SDR-2ϲ Λ 2͘ϬϴйSAN M, η2RIM ϴϳ2͘3ϳϲΗ ;tͿ INs ϴϲϬ͘21ϲΗ ;SͿ INs ϴϲϬ͘31ϲΗ STUBϲΗ ;NͿ INs ϴϲ1͘4ϬsERIFz tIT, MEC,ANICALϴ4ϱϴϱϬϴϱϱϴϲϬϴϲϱϴϳϬϴϳϱϴϴϬϴ4ϱϴϱϬϴϱϱϴϲϬϴϲϱϴϳϬϴϳϱϴϴϬϬнϬϬϬнϱϬ1нϬϬ1нϱϬ2нϬϬ2нϱϬ3нϬϬ3нϱϬ4нϬϬϬнϬϬϬнϱϬ872.7ϴϳ2͘ϲϴ1нϬϬ 872.2ϴϳ2͘2ϱ1нϱϬ 872.9ϴϳ2͘ϵϱ2нϬϬ 872.5ϴϳ2͘ϱ42нϱϬ 872.8ϴϳ2͘ϳϳ3нϬϬ 3нϱϬ4нϬϬSAN M, η1STA с ϬнϬϵ͘ϴϲRIM с ϴϳ2͘ϬϬD с 1ϲ͘ϵΖϲΗ ;EͿ INs ϴϱϱ͘14 243͘ϳϴΖ - ϲΗ PsC SDR-2ϲ Λ 2͘ϬϴйSAN M, η2 STA с 2нϱ3͘ϱϴ RIM с ϴϳ2͘3ϳ D с 12͘2Ζ ϲΗ ;tͿ INs ϴϲϬ͘21 ϲΗ ;SͿ INs ϴϲϬ͘31 ϱ2͘2ϲΖ - ϲΗ PsC SDR-2ϲ Λ 2͘ϬϴйSAN STUB STA с 3нϬϱ͘ϴ3 D с ϳ͘2ΖϲΗ ;NͿ INs ϴϲ1͘4ϬEXISTING GRADEPROPOSED GRADE1ϬΗ tATERIE с ϴϲ3͘3ϳEX 2ϳΗ STORMSEtER͘ FIELD sERIFzEX 1ϬΗ tATERMAIN͘ FIELD sERIFzC201BRETT EMMONS2505310/03/24 DD CHECKSET10/17/24 50% DD CHECKSET10/31/24 50% DD12/12/24 100% DD CHECKSET01/10/25 100% DD CHECKSET01/17/25 100% DDUTILITY PLAN & PROFILE- SANITARY SEWERNSCALE IN FEET0'40'10'20'2Η с ϱΖ sERTICAL SCALEDrawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd.ISSUE / REVISIONDateMarkDescriptionI hereby cer ti fy tha t th is p lan, specif ica tion or repor twas prepared by me or unde r my direct supe rv isionand that I am a duly Licensed Landscape Architectunder the laws of the State of M innesota.Signa turePrint NameDateLicense No510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336Architecture and Interiors County Project No : 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz VeaderkoOwnerHennepin County MinnesotaFacility Services DepartmentA2208 Government Center, 300 South S ixth S tree tMinneapolis, MN 55487 | 612-596-6949 2/5/2025 3:19:02 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvtCivil and LandscapeEOR1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448Studio NYL219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145Structural and FacadeMechanical, Electrica l and PlumbingVictus Engineering2327 Wycliff St Sui te 230, St Pau l, MN 55114 | 612 .859.8299TechnologyKCL300 4th St, West Des Mo ines, IA 50265 | 515.724.7938LightingMazzetti1999 Broadway , Denver, CO 80202 | 720.644 .5032PLANNING REVIEWAcousticKRA4826 Chicago Ave, Minneapo lis, MN 55417 | 612 .374.3800MSR Project No: 2023021Southdale Library+ Edina Art Center7001 York Ave S, Edina, MN 55435I hereby cer ti fy tha t th is p lan, specif ica tion or repor twas prepared by me or unde r my direct supe rv isionand that I am a duly Licensed Engineer unde r the laws o f the S ta te o f M innesota.02/10/2502/10/25 IFPR Page 825 of 1184 tĞƐƚ ϳ Ϭ ƚ Ś S ƚ ͘X Ğ ƌ dž Ğ Ɛ A ǀ Ğ S ͘ z Ž ƌ Ŭ A ǀ Ğ S ͘ ; C Ž ͘ R Ě ͘ N Ž ͘ 3 1 ͿGGGG G G G G E-UE- UE-UE-UE-U E-U E-U E-U E-U E-UE-U E-U E-U E-U E-U E-U E-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UT-UT-UT-U T-UT-U T-U T-U T-U T-U T-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U E-U E-U E-U E-U E-U E-U FFE: 873.00'L2: 891.00'FFE: 873.00'1ϬΗ DIP tATER SCALED PER RECORD PLANS1ϬΗ tATER SCALED PER RECORD PLANSϴΗ ,DPE tATER SCALED PER RECORD PLANSϲΗ CIP tATER SCALED PER RECORD PLANS01C50102C501SANSANSANSANSANSANSANSANSANSAN SAN GGGGGG GG«DT «DT «DT«DT«DT «DT «DT «DT«DT «DT «DT «DT«DT«DT«DT«DT«DT«DT«DT «DT«DT«DT«DT«DT«DT«DT«DT«DT «DT«DT«DT«DT«DT «DT«DT«DT«DT«DT«DT«DT«DT «DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT «DT«DT «DT«DT«DT«DT DT «DT «DT «DT «DT «DT «DT«DT «DT «DT «DT«DT «DT«DT«DT«DT«DT«DT«DT«DTDT«DT«DT «DT«DT«DT«DT«DT «DT «DT«DT «DT «DT «DT «DT «DT «DT «DT «DT «DT «DT «DT «DT«DT«DT«DT«DT«DT«DT «DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«ϬнϬϬϬнϱϬ1нϬϬ1нϱϬ2нϬϬ2нϱϬ3нϬϬ3н3ϱ10" COMBINED WATER STUBINV: 863.93VERIFY WITH MECHANICAL11.25° BEND10" GATEVALVE10" X 10" TEEWET TAP TO CITY OF EDINAWATER14 LF - 10" DIPWATERPROPOSED HYDRANT& GATE VALVE10" X 10"TEEFDC - REFERTO MECHMAINTAIN 18" OF VERTICALSEPARATION AT SANITARYSEWER CROSSING22.5° BEND21 LF - 10" DIPWATER154 LF - 10" DIPWATER122 LF - 10" DIPWATER14 LF - 10" DIPWATERBP͗ ϬнϬϬ͘ϬϬ EP͗ 3н34͘ϴ4PI͗ Ϭн31͘1ϳ PI͗ 1нϱ3͘ϱ4 PI͗ 3нϬϳ ͘ϬϵMAINTAIN 18" OF VERTICALSEPARATION AT STORMSEWER CROSSING03C501ϴϱϬϴϱϱϴϲϬϴϲϱϴϳϬϴϳϱϴϴϬϴϱϬϴϱϱϴϲϬϴϲϱϴϳϬϴϳϱϴϴϬϬнϬϬϬнϱϬ1нϬϬ1нϱϬ2нϬϬ2нϱϬ3нϬϬ3нϱϬϲΗ SANINs с ϴϲ1͘12ϬнϬϬϬнϱϬ873.1ϴϳ3͘1ϱ1нϬϬ 871.4ϴϳ1͘3ϵ1нϱϬ 870.4ϴϳϬ͘3ϳ2нϬϬ 870.0ϴϳϬ͘Ϭ12нϱϬ 870.2ϴϳϬ͘1ϲ3нϬϬ 3нϱϬEXISTING GRADEPROPOSED GRADE2ϵϴ LF - 1ϬΗ DIP tATERMAINTAIN ϳ͘ϱΖ MIN͘ COsER1ϬΗ STUBSTAс3н2Ϭ͘ϴ4INs ϴϲ3͘ϵ3sERIFz tIT, MEC,͘22͘ϱΣ ,ORIZONTAL BENDSTAсϬн3Ϭ͘ϵϴ1ϬΗ GATE sALsESTAсϬнϴ3͘ϳϵ1ϬΗ X 1ϬΗ TEESTAс3нϬϳ͘Ϭϵ1ϬΗ X 1ϬΗ TEESTAсϬн1ϲ͘ϴϱ11͘2ϱΣ ,ORIZONTAL BENDSTAс1нϱ3͘ϱ4EX 2ϳΗ STORM SEtER͘ FIELD sERIFzAND LOtER tATER TO MAINTAIN1ϴΗ sERTICAL SEPARATIONC202BRETT EMMONS2505310/03/24 DD CHECKSET10/17/24 50% DD CHECKSET10/31/24 50% DD12/12/24 100% DD CHECKSET01/10/25 100% DD CHECKSET01/17/25 100% DDNSCALE IN FEET0'40'10'20'UTILITY PLAN &PROFILE - WATER2Η с ϱΖ sERTICAL SCALEDrawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd.ISSUE / REVISIONDateMarkDescriptionI hereby cer ti fy tha t th is p lan, specif ica tion or repor twas prepared by me or unde r my direct supe rv isionand that I am a duly Licensed Landscape Architectunder the laws of the State of M innesota.Signa turePrint NameDateLicense No510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336Architecture and Interiors County Project No : 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz VeaderkoOwnerHennepin County MinnesotaFacility Services DepartmentA2208 Government Center, 300 South S ixth S tree tMinneapolis, MN 55487 | 612-596-6949 2/5/2025 3:19:02 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvtCivil and LandscapeEOR1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448Studio NYL219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145Structural and FacadeMechanical, Electrica l and PlumbingVictus Engineering2327 Wycliff St Sui te 230, St Pau l, MN 55114 | 612 .859.8299TechnologyKCL300 4th St, West Des Mo ines, IA 50265 | 515.724.7938LightingMazzetti1999 Broadway , Denver, CO 80202 | 720.644 .5032PLANNING REVIEWAcousticKRA4826 Chicago Ave, Minneapo lis, MN 55417 | 612 .374.3800MSR Project No: 2023021Southdale Library+ Edina Art Center7001 York Ave S, Edina, MN 55435I hereby cer ti fy tha t th is p lan, specif ica tion or repor twas prepared by me or unde r my direct supe rv isionand that I am a duly Licensed Engineer unde r the laws o f the S ta te o f M innesota.02/10/25 IFPR02/10/25Page 826 of 1184 ϴϲ2 ϴϲ3 ϴϲ4 ϴϲ ϱ ϴϲ ϲ ϴϲϳϴϲϴ ϴϲϵϴϳϬϴϳ1ϴϳ2ϴϳ3ϴϳ4ϴϳϱϴϳϲ ϴϲ3ϴϲ4ϴϲϱϴϲϲ ϴϲϳϴϲϴϴϲϵϴϳϬϴϳ1ϴϳ2ϴϳ3ϴϳ4ϴϳϱϴϳϲϴϳϳϴϳϴϴϳϵϴϴϬϴϴ1ϴϳ3ϴϳ4ϴϳϱϴϳϲϴϳϳϴϳϴϴϳϵϴϴϬϴϴ1ϴϴ2ϴϴ3ϴϴ4ϴϴϱϴϴϲϴϲϳϴϲϳϴϲϴϴϲϵϴϳϬϴϳ1ϴϳ2ϴϳ3ϴ ϳ 4 ϴϳϱϴϳϲϴϳϳϴϳϴϴϳϵϴϴϬϴϴ1ϴϴ2ϴϴ3ϴϴ4ϴϴϱϴϴϲϴϳ4ϴϳ ϱ ϴϳ ϲϴϳϲϴϳϲ ϴϳϳϴϳϴϴϳϵ ϴϴϬϴ ϴ 1 ϴϴ2ϴϴ3ϴϴ4ϴϴϱϴϴϲϴϲ4ϴϲϱϴϲϲϴϲϳϴϲϴϴϲϵϴϲ4ϴϲϱϴϲϲ FFE: 873.00'L2: 891.00'FFE: 873.00'tĞƐƚ ϳ Ϭ ƚ Ś S ƚ ͘X Ğ ƌ dž Ğ Ɛ A ǀ Ğ S ͘ z Ž ƌ Ŭ A ǀ Ğ S ͘ ; C Ž ͘ R Ě ͘ N Ž ͘ 3 1 ͿGGGGGGGGGGG G G G E-UE-UE-U E-U E-U E-U E-U E-U E-U E-U E-UE-U E-U E-U E-UE-U E-U E-U E-U E-U E-U E-U E-U E-U E-U E-U E-UE-U E-U E-UE-U E-U E-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UT-UT-UT-UT-U T-U T-U T-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-U T-U T-U T-UT-U T-U T-U T-UT-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-UT-U T-U T-U T-U T-U T-U T-U T-U T-U T-UT-U T-U T-U T-U T-U T-U E-U E-U E-U E-U E-U E-U E-U SANSANSANSANSANSANSAN GGGG G«DT «DT«DT«DT «DT «DT «DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT «DT«DT«DT «DT«DT«DT«DT«DT«DT«DT«DT«DT «DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT «DT «DT «DT «DT «DT «DT «DT «DT «DT«DT«DT«DT «DT«DT«DT«DT«DT«DT«DT «DT«DT «DT«DT «DT «DT «DT «DT «DT «DT «DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT «DT«DT«DT«DTSTM CB η2ϬϵRIM ϴϳ2͘ϲ3ϴΗ ;StͿ INs ϴϲϴ͘1ϵ12Η ;NtͿ INs ϴϲϲ ͘ϴϲ1ϴΗ ;SͿ INs ϴϲϲ͘ϴϲPAsER DT INs ϴϳ1͘13SUMP ϴϲ3͘ϴϲSTM CB η21ϬRIM ϴϳ1͘ϲ31ϬΗ ;tͿ INs ϴϲϳ͘4412Η ;SEͿ INs ϴϲϳ͘44TREE TRENC, DT INs ϴϲϵ͘ϲϬPAsER DT INs ϴϳϬ͘13FES η1Ϭ31ϱΗ ;SͿ INs ϴϲϵ͘ϬϬFES η1Ϭ21ϱΗ ;NͿ INs ϴϲϴ͘ϴϵTRENC, DRAIN η21ϲRIM ϴϳ2͘43ϴΗ ;NEͿ INs ϴϲϴ͘3ϱFES η2Ϭϱ3ϬΗ ;SͿ INs ϴϲϱ͘ϬϬFES η2Ϭ43ϬΗ ;NͿ INs ϴϲϱ͘ϬϬFES η2Ϭϲ1ϴΗ ;NͿ INs ϴϲϱ͘4ϲtIT, DUCKBILL sALsEOCS η2Ϭ1RIM ϴϲϲ͘Ϭϱ42Η ;tͿ INs ϴϲ2͘1ϴFES η2ϬϬ42Η ;EͿ INs ϴϲ2͘ϬϬOCS η1ϬϬRIM ϴϲ3͘ϴϬ12Η ;NEͿ INs ϴϱϳ͘32EX 21Η ;StͿ INs ϴϱϳ͘32P2Ϭ4 ϵϱΖ - 12Η ,DPE Λ Ϭ͘ϲϬйP2ϬϬ 2ϴΖ - 42Η RCP Λ Ϭ͘ϲϱйP2 11Ζ - 1ϱΗ RCP Λ 1͘ϬϬйP2Ϭ1 3ϬΖ - 3ϬΗ RCP Λ Ϭ͘ϬϬйP2Ϭϳ 1ϲΖ - ϴΗ ,DPE Λ 1͘ϬϬйEX STM M,EX 21Η STM P2Ϭϴ 13ϴΖ - 1ϴΗ ,DPE Λ 1͘ϬϬйOCS η21ϳRIM ϴϳϲ͘ϬϬ1ϴΗ ;tͿ INs ϴϳ3͘ϬϬSTM M, η2ϬϴRIM ϴϴϳ͘211ϴΗ ;NͿ INs ϴϲϲ ͘ϲ11ϴΗ ;EͿ INs ϴϳ1͘ϲ11ϴΗ ;SͿ INs ϴϲϲ͘ϲ1P2Ϭ3 44Ζ - 1ϴΗ ,DPE Λ Ϭ͘ϱϲйTRENC, DRAIN η11ϬSTM M, η213RIM ϴϳ2͘43ϴΗ ;StͿ INs ϴϲϳ͘ϵϱ1ϬΗ ;SͿ INs ϴϲϳ͘ϵϱ1ϬΗ ;NͿ INs ϴϲϳ͘ϴϵP2Ϭϱ 2ϵΖ - 1ϬΗ ,DPE Λ Ϭ ͘ϲϬй P2Ϭ2 ϴ4Ζ - 1ϴΗ ,DPE Λ Ϭ͘ϲϱй ϬнϬϬϬн4Ϭ ϬнϬϬϬнϱϬϬнϴ4ϬнϬϬ ϬнϱϬ Ϭнϵϴ ϬнϬϬϬнϱϬϬнϴ32нϲ1 ϬнϬϬ ϬнϱϬ 1нϬϬ 1нϱϬ 2нϬϬ 2нϱϬ2н12 ϬнϬϬ ϬнϱϬ1нϬϬ1нϱϬ2нϬϬ1нϱϲϬнϬϬ ϬнϱϬ1нϬϬ 1нϱϬ ϬнϬϬϬнϱϬϬнϳϳ RAIN GUARDIANTURRET ORAPPROsED EQUALINLET с ϴϳϲ͘ϱϬOUTLET с ϴϳϱ͘ϱϬϲΗ PERFORATED ,DPEϲΗ PERFORATED ,DPEPERMEABLEPAsERS ;TzP͘ͿTREETRENC,ϲΗ PERFORATED ,DPEFES η1Ϭ112Η ;StͿ INs ϴϱϳ͘ϬϬtIT, DUCKBILL sALsE TO PREsENT INFLOt FROM tETLANDSTM CB η3Ϭ1RIM ϴϳ2͘2Ϭ12Η ;NEͿ INs ϴϲϵ͘13STM CB η3ϬϬRIM ϴϳ3͘ϵ412Η ;tͿ INs ϴϲϵ͘3ϬP3ϬϬ 3ϬΖ - 12Η RCP Λ 2͘ϬϬйP3Ϭ1 23Ζ - 12Η RCP Λ 1͘ϴ3йRD η1Ϭϴ1ϬΗ ;SͿ INs ϴϲϴ͘ϬϬsERIFz tIT, MEC,͘Pϱ ϴϱΖ - 1Ϭ Η , D P E Λ Ϭ ͘ ϱ ϵ й 4Η PERFORATED PsCCONNECT TO EX STM M,EX 12Η ;NͿ INs ϴϲϴ͘ϳϬ12Η ;SEͿ INs ϴϲϴ͘ϳϬ12Η ;StͿ INs ϴϲϴ͘ϳϬADD RISER TO MATC, FINIS,ED GRADESFES η1Ϭϳ1ϬΗ ;NͿ INs ϴϲϳ͘ϱϬP1 3ϬΖ - 12Η ,DPE Λ 1͘ϬϲйRD tATER FEATUREOsERFLOt ;SEEMEC,͘ AND ARC,͘ͿϬнϬϬ ϬнϱϬϬнϲϱSTM CB η21ϱRIM ϴϳ2͘ϳ3ϴΗ ;NEͿ INs ϴϲϴ͘ϬϳRD η2141ϬΗ ;NͿ INs ϴϲϴ ͘ϬϬsERIFz tIT, MEC, ͘FES η1Ϭ41ϬΗ ;NͿ INs ϴϲϳ͘43P3 ϵϵΖ - 1ϬΗ ,DPE Λ Ϭ͘ϱϬй FES η1Ϭϱ1ϬΗ ;NͿ INs ϴϲϳ͘ϵ21ϬΗ ;SͿ INs ϴϲϳ͘ϵ2P4 ϴΖ - 1ϬΗ ,DPE Λ 1͘ϬϬйRD η1Ϭϲ1ϬΗ ;SͿ INs ϴϲϴ͘ϬϬsERIFz tIT, MEC,͘RD SCUPPERPRIMARz ANDOsERFLOt ;SEEMEC,͘ͿRD LAMBΖS TONGUEPRIMARz ANDOsERFLOt ;SEEMEC,͘ͿϴϲϱϴϲϲϴϲϳϴϲϴϴϲϵϴϳϬϴϳ1ϴϳ2ϴϳ3ϴϳ4ϴϳϱϴϳϲϴϳϳϴϳϴϴϳϵϴϴϬϴϴ1ϴϱϱ ϴϱϲ ϴϱϳϴϱϴϴϱϵϴϲϬϴϲϬϴϲ1ϴϲ1ϴϲ2ϴϲ2ϴϱϱϴϱϲϴϱϳϴϱϴϴϱϵϴϲϬϴϲ1ϴϲ2 ϴϱϱϴϱϲϴϱϳϴϱϴϴϱϴϴϱϵϴϱϵϴϲϬϴϲϬϴϲ1ϴϲ1ϴϲ2ϴϲ2 ϴϲ2ϴϲ3 ϴϲ4ϴϲϱϴϲϲ ϴϲϳ ϴϲϳ ϴϲϴ ϴϲϴϴϲϴϴϱϱϴϱϲϴϱϳϴϱϴϴϱϵϴϲϬϴϲ1ϴϲ2 ϴϲ2ϴϲ3ϴϲ4ϴϲϱϴϲϲϴϲϳ ϴϲϴϴϲϵ ϴϳϬϴϳϬϴϳϬ ϴϳ1 ϴϳ2ϴϳ2 ϴϳ3 ϴϳ4 ϴϳϱ ϴϳϲϴϳϳϴϳϴϴϳϵϴϴϬϴϳ3 ϴϳ4ϴϳϱϴϳϲϴϳϲϴϳϲ ϴϳϳϴϳϴ ϴϴϬ ϴϴ1 ϴϴ2 ϴϴ3ϴϴ4ϴϴϱ ϴϴϲϴϴϲϴϳϱϴϳϲϴϳϳϴϳϴϴϳϵϴϴϬϴϴ1ϴϴ2ϴϴ3ϴϴ4ϴϴϱϴϴϲ ϴϳϱ ϴϳϲ ϴϳϳ ϴϳϴ ϴϳϵ ϴϴϬ ϴϴ1 ϴϴ2ϴϲϱϴϲϲϴϲϳϴϲϴϴϲϵϴϳϬϴϳ1ϴϳ2ϴϳ3ϴϳ4ϴϳϱϴϳϲϴϳϳϴϳϴϴϳϵϴϴϬ ϴϴϬϴϴ1ϴϴ1ϴϴ2ϴϴ2ϴϴ3ϴϴ3ϴϴ4ϴϴ4ϴϴϱϴϴϱϴϴϲϴϴϲBASIN 1 STORM SEtERPARKING LOT STORM SEtERϳϬT, ST STORM SEtERGARAGE ENTRANCE STORM SEtERtEST CULsERT STORM SEtERBASIN 2 STORM SEtERϬнϬϬϬнϱϬ1нϬϬ1н22St ROOF DRAIN STORM SEtERSE ROOF DRAIN STORM SEtERBASIN 3 STORM SEtERBASIN 4 STORM SEtERϬнϬϬ ϬнϱϬϬнϴ2SE ROOF DRAIN OsERFLOt STORM SEtERSTM CB η11ϬRIM ϴϳ2͘ϵϴϲΗ ;tͿ INs ϴϳϬ͘ϲϴDAz LIG,T η1ϬϵϲΗ ;EͿ INs ϴϳϬ͘3ϲPϲ ϲϲΖ - ϲΗ ,DPE Λ Ϭ ͘ϱϬйRD SCUPPEROsERFLOt ;SEEMEC,͘ ANDARC,͘ͿRD LAMBΖS TONGUEOsERFLOt ;SEEMEC,͘ AND ARC,͘ͿP2Ϭϵ 12Ζ - ϴΗ ,DPE Λ 1͘ϬϬйP21Ϭ 2ϴΖ - 12Η ,DPE Λ 1͘ϬϬйP211 ϲϱΖ - 1ϬΗ ,DPE Λ Ϭ͘43й P2Ϭ2 ;2Ϳ ϵ3Ζ - 1ϴΗ ,DPE Λ Ϭ͘ϲϱй STM CB η2ϬϳRIM ϴϳϱ͘ϱϳ1ϴΗ ;NͿ INs ϴϲϲ͘Ϭϲ1ϴΗ ;SͿ INs ϴϲϲ ͘ϬϲϲΗ DT INs ϴϳ1͘ϴϱSTM CB η2ϬϳARIM ϴϳϴ͘44ϲΗ DT INs ϴϳϳ͘ϬϬSTM CB η212RIM ϴϳ2͘ϴ112Η ;SͿ INs ϴϲϴ͘ϬϬSTM CB η211RIM ϴϳ2͘211ϬΗ ;SͿ INs ϴϲϳ͘ϳ212Η ;NͿ INs ϴϲϳ͘ϳ21ϬΗ ;EͿ INs ϴϲϳ͘ϳ205C50206C50207C50209C50201C50202C50202C50202C50202C50202C50202C50202C50212C50202C50202C50213C50212C50216C502C203Civil and LandscapeEOR1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448Studio NYL219 N 2nd Street #120Minneapolis, Minnesota 55401 | 303.558.3145Structural and FacadeMechanical, Electrica l and PlumbingVictus Engineering2327 Wycliff St Sui te 230, St Pau l, MN 55114 | 612 .859.8299TechnologyKCL300 4th St, West Des Mo ines, IA 50265 | 515.724.7938LightingMazzetti1999 Broadway , Denver, CO 80202 | 720.644 .5032AcousticKRA4826 Chicago Ave, Minneapo lis, MN 55417 | 612 .374.3800Project No : 2023021Southdale Library + Edina Art Center7001 York Ave S, Edina, MN 55435NOT FOR CONSTRUCTIONx:\clients_private\01115_ms&r\0014_southdale_library\09_GIMS\dwg\Sheets\C-UTILITY PLAN & PROFILE - STORM SEWER.dwg2/6/2025 5:09:33 PM BRETT EMMONS2505310/03/24 DD CHECKSET10/17/24 50% DD CHECKSET10/31/24 50% DD12/12/24 100% DD CHECKSET01/10/25 100% DD CHECKSET01/17/25 100% DDUTILITY PLAN & PROFILE -STORM SEWER PLANINFILTRATIONBASIN 4INFILTRATIONBASIN 2INFILTRATIONBASIN 3INFILTRATIONBASIN 1CONSTRUCTED tETLANDSCALE IN FEET0'60'15'30'NSTORM SEtER NOTES1͘SOIL IN FILL AREAS MUST BE COMPACTED INLIFTS TO MINIMIZE LOADING ON STORM SEtERINSTALLED AT GREATER T,AN 1ϱΖ DEPT,͘02/10/25 IFPR02/10/25ISSUED FOR PERMIT REVIEWDrawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd.ISSUE / REVISIONDateMarkDescriptionSignaturePrint NameDateLicense No510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336Architecture and InteriorsI hereby cert ify that th is p lan, spec ification or reportwas prepared by me or under my d irect supervisionand that I am a du ly L icensed C iv il Engineer underthe Laws of the S tate of Minnesota.Page 827 of 1184 ϴϲϱϴϲϲϴϲϳϴϲϴϴϲϵϴϳϬϴϳ1ϴϳ2ϴϳ3ϴϳ4ϴϳϱϴϳϲϴϳϳϴϳϴϴϳϵϴϴϬϴϴ1 ϴϳ3ϴϳ4ϴϳϱϴϲϳϴϲϳϴϲϴϴϲϵϴϳϬϴϳ1ϴϳ2ϴϳ3ϴ ϳ 4 ϴϳϱϴϳϲϴϳϳϴϳϴϴϳϵϴϴϬϴϴ1ϴϴ2ϴϴ3ϴϴ4ϴϴϱϴϴϲϴϴϬϴ ϴ 1 ϴϴ2ϴϴ3ϴϴ4ϴϴϱϴϴϲFFE: 873.00'L2: 891.00'FFE: 873.00'X Ğ ƌ dž Ğ Ɛ A ǀ Ğ S ͘ z Ž ƌ Ŭ A ǀ Ğ S ͘ ; C Ž ͘ R Ě ͘ N Ž ͘ 3 1 ͿGGGGGGGG G G G GE-UE-UE-UE-UE-U E-U E-U E-U E-U E-U E-U E-U E-U E-UE-U E-U E-U E-U E-U E-U E-U E-U E-U E-U E-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UT-UT-UT-U T-UT-U T-U T-U T-U T-U T-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-U T-U T-UT-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-UT-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U E-U E-U E-U E-U E-U E-U E-U E-U E-USANSANSANSANSANSANSAN SANSANSAN SAN GGGGGGGG«DT «DT «DT «DT«DT«DT «DT «DT «DT«DT«DT «DT«DT«DT«DT«DT«DT«DT«DT«DT «DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT «DT«DT «DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT «DT«DT«DT«DT«DT «DT«DT «DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT «DT«DT«DT «DT «DT «DT «DT «DT «DT «DT «DT «DT «DT «DT«DT «DT «DT «DT«DT«DT«DT«DT «DT «DT«DT «DT«DT«DT«DT«DT«DT«DT«DT «DT«DT «DT «DT«DT «DT «DT «DT «DT «DT «DT «DT «DT «DT «DT «DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DTSTM CB η2ϬϵRIM ϴϳ2 ͘ϲ3ϴΗ ;StͿ INs ϴϲϴ͘1ϵ12Η ;NtͿ INs ϴϲϲ͘ϴϲ1ϴΗ ;SͿ INs ϴϲϲ͘ϴϲPAsER DT INs ϴϳ1͘13SUMP ϴϲ3 ͘ϴϲSTM CB η21ϬRIM ϴϳ1͘ϲ31ϬΗ ;tͿ INs ϴϲϳ͘4412Η ;SEͿ INs ϴϲϳ͘44TREE TRENC, DT INs ϴϲϵ͘ϲϬPAsER DT INs ϴϳϬ͘13FES η1Ϭ31ϱΗ ;SͿ INs ϴϲϵ͘ϬϬFES η1Ϭ21ϱΗ ;NͿ INs ϴϲϴ͘ϴϵTRENC, DRAIN η21ϲRIM ϴϳ2͘43ϴΗ ;NEͿ INs ϴϲϴ͘3ϱP2Ϭ4 ϵϱΖ - 12Η ,DPE Λ Ϭ͘ϲϬйP2 11Ζ - 1ϱΗ RCP Λ 1͘ϬϬйP2Ϭϳ 1ϲΖ - ϴΗ ,DPE Λ 1 ͘ϬϬйP2Ϭϴ 13ϴΖ - 1ϴΗ ,DPE Λ 1͘ϬϬйOCS η21ϳRIM ϴϳϲ͘ϬϬ1ϴΗ ;tͿ INs ϴϳ3͘ϬϬSTM M, η2ϬϴRIM ϴϴϳ͘211ϴΗ ;NͿ INs ϴϲϲ͘ϲ11ϴΗ ;EͿ INs ϴϳ1͘ϲ11ϴΗ ;SͿ INs ϴϲϲ͘ϲ1P2Ϭ3 44Ζ - 1ϴΗ ,DPE Λ Ϭ͘ϱϲйTRENC, DRAIN η11ϬSTM M, η213RIM ϴϳ2͘43ϴΗ ;StͿ INs ϴϲϳ͘ϵϱ1ϬΗ ;SͿ INs ϴϲϳ͘ϵϱ1ϬΗ ;NͿ INs ϴϲϳ͘ϴϵP2Ϭϱ 2ϵΖ - 1ϬΗ ,DPE Λ Ϭ͘ϲϬй P2Ϭ2 ϴ4Ζ - 1ϴΗ ,DPE Λ Ϭ͘ϲϱй ϬнϬϬϬн4Ϭ ϬнϱϬ Ϭнϵϴ 2нϲ1 ϬнϱϬ 1нϬϬ 1нϱϬ 2нϬϬ 2нϱϬ 2н12 ϬнϬϬ ϬнϱϬ1нϬϬ1нϱϬ2нϬϬ1нϱϲϬнϬϬϬнϱϬ1нϬϬ1нϱϬ ϬнϬϬϬнϱϬϬнϳϳ RAIN GUARDIANTURRET ORAPPROsED EQUALINLET с ϴϳϲ͘ϱϬOUTLET с ϴϳϱ͘ϱϬϲΗ PERFORATED ,DPEϲΗ PERFORATED ,DPEPERMEABLEPAsERS ;TzP͘ͿTREETRENC,ϲΗ PERFORATED ,DPESTM CB η3Ϭ1RIM ϴϳ2͘2Ϭ12Η ;NEͿ INs ϴϲϵ͘13STM CB η3ϬϬRIM ϴϳ3͘ϵ412Η ;tͿ INs ϴϲϵ͘3ϬP3ϬϬ 3ϬΖ - 12Η RCP Λ 2͘ϬϬйP3Ϭ1 23Ζ - 12Η RCP Λ 1͘ϴ3йRD η1Ϭϴ1ϬΗ ;SͿ INs ϴϲϴ͘ϬϬsERIFz tIT, MEC,͘Pϱ ϴϱΖ - 1Ϭ Η , D P E Λ Ϭ ͘ ϱ ϵ й 4Η PERFORATED PsCCONNECT TO EX STM M,EX 12Η ;NͿ INs ϴϲϴ͘ϳϬ12Η ;SEͿ INs ϴϲϴ͘ϳϬ12Η ;StͿ INs ϴϲϴ͘ϳϬADD RISER TO MATC, FINIS,ED GRADESRD tATER FEATURE OsERFLOt;SEE MEC,͘ AND ARC,͘Ϳ ϬнϬϬ ϬнϱϬϬнϲϱSTM CB η21ϱRIM ϴϳ2͘ϳ3ϴΗ ;NEͿ INs ϴϲϴ͘ϬϳRD η2141ϬΗ ;NͿ INs ϴϲϴ͘ϬϬsERIFz tIT, MEC,͘FES η1Ϭ41ϬΗ ;NͿ INs ϴϲϳ͘43P3 ϵϵΖ - 1ϬΗ ,DPE Λ Ϭ͘ϱϬй FES η1Ϭϱ1ϬΗ ;NͿ INs ϴϲϳ͘ϵ21ϬΗ ;SͿ INs ϴϲϳ͘ϵ2P4 ϴΖ - 1ϬΗ ,DPE Λ 1͘ϬϬйRD η1Ϭϲ1ϬΗ ;SͿ INs ϴϲϴ͘ϬϬsERIFz tIT, MEC,͘RD SCUPPER PRIMARz ANDOsERFLOt ;SEE MEC,͘ͿRD LAMBΖS TONGUE PRIMARzAND OsERFLOt ;SEE MEC,͘ͿϴϴϬϴϴ1ϴϲϴϴϲϵ ϴϳϬϴϳϬϴϳϬ ϴϳ1 ϴϳ2 ϴϳ2 ϴϳ3ϴϳ4 ϴϳϱϴϳϲϴϳϳϴϳϴϴϳϵϴϴϬϴϳ3 ϴϳ4ϴϳϱϴϳ ϲϴϳ ϲ ϴϳϲϴϳϳ ϴϳ ϴ ϴϴϬ ϴϴ1ϴϴ2ϴϴ3 ϴϴ4 ϴϴϱ ϴϴϲϴϴϲϴϳϱϴϳϲϴϳϳϴϳϴϴϳϵϴϴϬϴϴ1ϴϴ2ϴϴ3ϴϴ4ϴϴϱϴϴϲ ϴϳϱ ϴϳϲ ϴϳϳ ϴϳϴ ϴϳϵ ϴϴϬ ϴϴ1 ϴϴ2ϴϳϳϴϳϴϴϳϵϴϴϬ ϴϴϬϴϴ1ϴϴ1ϴϴ2ϴϴ2ϴϴ3ϴϴ3ϴϴ4ϴϴ4ϴϴϱϴϴϱϴϴϲϴϴϲBASIN 1 STORM SEtERPARKING LOT STORM SEtERϳϬT, ST STORM SEtERGARAGE ENTRANCE STORM SEtERtEST CULsERT STORM SEtERBASIN 2 STORM SEtERϬнϬϬϬнϱϬ1нϬϬ1н22 St ROOF DRAIN STORM SEtERSE ROOF DRAIN STORM SEtERϬнϬϬϬнϱϬϬнϴ2SE ROOF DRAIN OsERFLOt STORM SEtERSTM CB η11ϬRIM ϴϳ2͘ϵϴϲΗ ;tͿ INs ϴϳϬ͘ϲϴDAz LIG,T η1ϬϵϲΗ ;EͿ INs ϴϳϬ͘3ϲPϲ ϲϲ Ζ - ϲΗ ,DPE Λ Ϭ ͘ϱϬйRD SCUPPER OsERFLOt;SEE MEC,͘ AND ARC,͘ͿRD LAMBΖS TONGUE OsERFLOt;SEE MEC,͘ AND ARC,͘ͿP2Ϭϵ 12Ζ - ϴΗ ,DPE Λ 1 ͘ϬϬйP21Ϭ 2ϴΖ - 12Η ,DPE Λ 1͘ϬϬйP211 ϲϱΖ - 1ϬΗ ,DPE Λ Ϭ ͘43й P2Ϭ2 ;2Ϳ ϵ3Ζ - 1ϴΗ ,DPE Λ Ϭ͘ϲϱй STM CB η2ϬϳRIM ϴϳϱ͘ϱϳ1ϴΗ ;NͿ INs ϴϲϲ͘Ϭϲ1ϴΗ ;SͿ INs ϴϲϲ ͘ϬϲϲΗ DT INs ϴϳ1͘ϴϱSTM CB η2ϬϳARIM ϴϳϴ͘44ϲΗ DT INs ϴϳϳ͘ϬϬSTM CB η212RIM ϴϳ2͘ϴ112Η ;SͿ INs ϴϲϴ͘ϬϬSTM CB η211RIM ϴϳ2͘211ϬΗ ;SͿ INs ϴϲϳ͘ϳ212Η ;NͿ INs ϴϲϳ͘ϳ21ϬΗ ;EͿ INs ϴϲϳ͘ϳ205C50206C50207C50209C50201C50202C50202C50212C50202C50212C50216C502PARKING LOT STORM SEtERϴϱϱϴϲϬϴϲϱϴϳϬϴϳϱϴϴϬϴϱϱϴϲϬϴϲϱϴϳϬϴϳϱϴϴϬϬнϬϬϬнϱϬ1нϬϬ1нϱϬ2нϬϬ2н2ϱGARAGE ENTRANCE STORM SEtERϴϱϱϴϲϬϴϲϱϴϳϬϴϳϱϴϴϬϴϱϱϴϲϬϴϲϱϴϳϬϴϳϱϴϴϬϬнϬϬϬнϱϬ1нϬϬBASIN 1 STORM SEtERϴϲ4ϴϲϱϴϳϬϴϳϱϴϴϬϴϴϱϴϵϬϴϲ4ϴϲϱϴϳϬϴϳϱϴϴϬϴϴϱϴϵϬϬнϬϬϬнϱϬ1нϬϬ1нϱϬ1нϳϱtEST CULsERT STORM SEtERϴϲϬϴϲϱϴϳϬϴϳϱϴϴϬϴϲϬϴϲϱϴϳϬϴϳϱϴϴϬϬнϬϬϬнϱϬϬнϳϱϳϬT, ST STORM SEtERϴϲϬϴϲϱϴϳϬϴϳϱϴϴϬϴϲϬϴϲϱϴϳϬϴϳϱϴϴϬϬнϬϬϬнϱϬ1нϬϬSt ROOF DRAIN STORM SEtERϴϲϬϴϲϱϴϳϬϴϳϱϴϴϬϴϲϬϴϲϱϴϳϬϴϳϱϴϴϬϬнϬϬϬнϱϬ1нϬϬ1н3Ϭ869.7ϴϲϵ͘ϳϬϬнϬϬ 870.8ϴϳϬ͘ϳϲϬнϱϬ 871.4ϴϳ1͘4ϱ1нϬϬ 872.1ϴϳ2͘Ϭϳ1нϱϬ 870.9ϴϳϬ͘ϵ22нϬϬ 2н2ϱ870.1ϴϳϬ͘11ϬнϬϬ ϬнϱϬ1нϬϬϬнϬϬ871.4ϴϳ1͘4ϬϬнϱϬ 871.6ϴϳ1͘ϱϴ1нϬϬ 873.5ϴϳ3͘4ϱ1нϱϬ 1нϳϱ866.6ϴϲϲ͘ϲϬϬнϬϬϬнϱϬϬнϳϱ STM η21ϬSTA с 1н1Ϭ͘ϵϵRIM с ϴϳ1͘ϲ3 D с 4͘2Ζ 1ϬΗ ;tͿ INs ϴϲϳ͘4412Η ;SEͿ INs ϴϲϳ͘44 STM η2ϬϵSTA с 2нϬϲ͘42 RIM с ϴϳ2͘ϲ3 D с ϴ͘ϴΖ ϴΗ ;StͿ INs ϴϲϴ͘1ϵ1ϴΗ ;SͿ INs ϴϲϲ͘ϴϲ 12Η ;NtͿ INs ϴϲϲ͘ϴϲ STM η213STA с Ϭн1ϲ͘ϴϱ RIM с ϴϳ2͘43 D с 4͘ϱΖ 1ϬΗ ;NͿ INs ϴϲϳ͘ϴϵϴΗ ;StͿ INs ϴϲϳ͘ϵϱ 1ϬΗ ;SͿ INs ϴϲϳ͘ϵϱ P2Ϭ4 ϵϱΖ - 12Η ,DPE Λ Ϭ͘ϲϬйP2Ϭϱ 2ϵΖ - 1ϬΗ ,DPE Λ Ϭ͘ϲϬйTRENC, DRAIN η21ϲSTA с Ϭнϱ4͘44RIM с ϴϳ2͘43ϴΗ ;NEͿ INs ϴϲϴ͘3ϱP2Ϭϳ 1ϲΖ - ϴΗ ,DPE Λ 1͘ϬϬй STM η2ϬϵSTA с ϬнϳϬ͘44RIM с ϴϳ2͘ϲ3 D с ϴ͘ϴΖ ϴΗ ;StͿ INs ϴϲϴ͘1ϵ 1ϴΗ ;SͿ INs ϴϲϲ͘ϴϲ12Η ;NtͿ INs ϴϲϲ͘ϴϲ STM η2ϬϴSTA с Ϭн1Ϭ͘ϬϬRIM с ϴϴϳ͘21 D с 2Ϭ͘ϲΖ 1ϴΗ ;NͿ INs ϴϲϲ͘ϲ11ϴΗ ;SͿ INs ϴϲϲ͘ϲ1 1ϴΗ ;EͿ INs ϴϳ1͘ϲ1 STM η21ϳSTA с 1нϱϬ͘3ϴRIM с ϴϳϲ͘ϬϬ D с 3͘ϬΖ1ϴΗ ;tͿ INs ϴϳ3͘ϬϬP2Ϭϴ 13ϴΖ - 1ϴΗ ,DPE Λ 1͘ϬϬйP2 11Ζ - 1ϱΗ RCP Λ 1͘ϬϬйEXISTING GRADEPROPOSED GRADEEXISTING GRADEPROPOSED GRADEEXISTING GRADEPROPOSED GRADEPROPOSED GRADEEXISTING GRADEFES η1Ϭ3STA с Ϭн13͘ϴϳINs с ϴϲϵ͘ϬϬFES η1Ϭ2STA с Ϭн24͘ϵϵINs с ϴϲϴ͘ϴϵϬнϬϬ874.0ϴϳ4͘ϬϬϬнϱϬ1нϬϬ STM η3Ϭ1STA с ϬнϬϳ͘ϬϳRIM с ϴϳ2͘2ϬD с 3͘1Ζ12Η ;NEͿ INs ϴϲϵ͘13EX STM M,STM η3ϬϬSTA с ϬнϲϬ͘41RIM с ϴϳ3͘ϵ4D с 4͘ϲΖ12Η ;tͿ INs ϴϲϵ͘3ϬP3Ϭ1 23Ζ - 12Η RCP Λ 1͘ϴ3йP3ϬϬ 3ϬΖ - 12Η RCP Λ 2͘ϬϬйEXISTING GRADEPROPOSED GRADE867.8ϴϲϳ͘ϴ1ϬнϬϬ 866.8ϴϲϲ͘ϳϴϬнϱϬ 865.8ϴϲϱ͘ϳϱ1нϬϬ 1н3ϬRD η1ϬϲSTA с ϬнϬϵ͘3ϳ1ϬΗ ;SͿ INs ϴϲϴ͘ϬϬ P4 ϴΖ - 1ϬΗ ,DPE Λ 1͘ϬϬй STM η1ϬϱSTA с Ϭн1ϵ͘3ϲ RIM с ϴϳ2͘1ϲ D с 4͘2Ζ 1ϬΗ ;NͿ INs ϴϲϳ͘ϵ21ϬΗ ;SͿ INs ϴϲϳ͘ϵ2 P3 ϵϵΖ - 1ϬΗ ,DPE Λ Ϭ͘ϱϬйFES η1Ϭ4STA с 1н2Ϭ͘2ϬINs с ϴϲϳ͘43 RD η214STA с ϬнϬϲ͘ϵϴ1ϬΗ ;NͿ INs ϴϲϴ͘ϬϬ P2Ϭϲ 1ϬΖ - 1ϬΗ ,DPE Λ Ϭ͘ϱ1йPROPOSED GRADEEXISTING GRADEP211 ϲϱΖ - 1ϬΗ ,DPE Λ Ϭ͘43йSTM η211STA с Ϭн4ϲ͘Ϭϴ RIM с ϴϳ2͘21 D с 4͘ϱΖ 1ϬΗ ;SͿ INs ϴϲϳ͘ϳ21ϬΗ ;EͿ INs ϴϲϳ͘ϳ2 12Η ;NͿ INs ϴϲϳ͘ϳ2 Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd.ISSUE / REVISIONDateMarkDescriptionSignaturePrint NameDateLicense No510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336Architecture and InteriorsI hereby cert ify that th is p lan, spec ification or reportwas prepared by me or under my d irect supervisionand that I am a du ly L icensed C iv il Engineer underthe Laws of the S tate of Minnesota.C204Civil and LandscapeEOR1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448Studio NYL219 N 2nd Street #120Minneapolis, Minnesota 55401 | 303.558.3145Structural and FacadeMechanical, Electrica l and PlumbingVictus Engineering2327 Wycliff St Sui te 230, St Pau l, MN 55114 | 612 .859.8299TechnologyKCL300 4th St, West Des Mo ines, IA 50265 | 515.724.7938LightingMazzetti1999 Broadway , Denver, CO 80202 | 720.644 .5032AcousticKRA4826 Chicago Ave, Minneapo lis, MN 55417 | 612 .374.3800Project No : 2023021Southdale Library + Edina Art Center7001 York Ave S, Edina, MN 55435NOT FOR CONSTRUCTIONx:\clients_private\01115_ms&r\0014_southdale_library\09_GIMS\dwg\Sheets\C-UTILITY PLAN & PROFILE - STORM SEWER.dwg2/6/2025 5:09:39 PM BRETT EMMONS2505310/03/24 DD CHECKSET10/17/24 50% DD CHECKSET10/31/24 50% DD12/12/24 100% DD CHECKSET01/10/25 100% DD CHECKSET01/17/25 100% DDNSCALE IN FEET0'40'10'20'UTILITY PLAN &PROFILE - STORMSEWER PROFILE 1INFILTRATIONBASIN 12Η с ϱΖ sERTICAL SCALE2Η с ϱΖ sERTICAL SCALE2Η с ϱΖ sERTICAL SCALE2Η с ϱΖ sERTICAL SCALE2Η с ϱΖ sERTICAL SCALE2Η с ϱΖ sERTICAL SCALE02/10/25 IFPR02/10/25DRAIN TILE NOT S,OtN ON PROFILES͕REFER TO PLAN sIEt FOR DRAIN TILELOCATIONS AND INsERTS͘ISSUED FOR PERMIT REVIEWPage 828 of 1184 ϴϲ 2ϴϲ3ϴϲ4 ϴϲ3 ϴϲ4 ϴϲϱ ϴϲϲ ϴϲϳ ϴϲϴ ϴϲϵ ϴϳϬ ϴϳ1 ϴϳ2 ϴϳ3 ϴϳ4 ϴϳϱ ϴϳϲ ϴϳϳ ϴϳϴ ϴϳϵ ϴϴϬ ϴϴ1ϴϳ ϳϴϳϴϴϳ ϵϴϴϬϴ ϴ 1 ϴϴ 2 ϴϴ 3 ϴ ϴ 4 ϴ ϴ ϱ ϴϲ4FFE: 873.00'L2: 891.00'FFE: 873.00'tĞƐƚ ϳ Ϭ ƚ Ś S ƚ ͘E-UE-UE-UE-UE-UE-UE-U E-U E-U E-U E-U E-U E-U E-U E-U T-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UGGDT «DT «DT «DT «DT«DT«DT«DT«DT«DT«DT «DT «DT «DT «DT «DT «DT «DT «DT «DT «DT«DT «DT«DT«DT«DT«DT«DT«DT«DT«DT«DTDT «DT «DT «DT «DT «DT «DT «DT «DT «DT «DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT «DT«DT«DT«DT«DT«DT«DT«DT«DT«DT «DT«DT«DT «DT «DT «DT «DT «DT «DT «DT «DT «DT «DT «DT «DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DTSTM CB η2ϬϵRIM ϴϳ2͘ϲ3ϴΗ ;StͿ INs ϴϲϴ ͘1ϵ12Η ;NtͿ INs ϴϲϲ͘ϴϲ1ϴΗ ;SͿ INs ϴϲϲ͘ϴϲPAsER DT INs ϴϳ1 ͘13SUMP ϴϲ3͘ϴϲSTM CB η21ϬRIM ϴϳ1͘ϲ31ϬΗ ;tͿ INs ϴϲϳ͘4412Η ;SEͿ INs ϴϲϳ͘44TREE TRENC, DT INs ϴϲϵ͘ϲϬPAsER DT INs ϴϳϬ͘13TRENC, DRAIN η21ϲRIM ϴϳ2͘43ϴΗ ;NEͿ INs ϴϲϴ͘3ϱFES η2Ϭϱ3ϬΗ ;SͿ INs ϴϲϱ͘ϬϬFES η2Ϭ43ϬΗ ;NͿ INs ϴϲϱ͘ϬϬFES η2Ϭϲ1ϴΗ ;NͿ INs ϴϲϱ ͘4ϲtIT, DUCKBILL sALsEOCS η2Ϭ1RIM ϴϲϲ͘Ϭϱ42Η ;tͿ INs ϴϲ2͘1ϴFES η2ϬϬ42Η ;EͿ INs ϴϲ2͘ϬϬP2 Ϭ 4 ϵ ϱ Ζ - 1 2 Η , D P E Λ Ϭ ͘ ϲ Ϭ йP2ϬϬ 2ϴΖ - 42Η RCP Λ Ϭ͘ϲϱй P2Ϭ1 3 Ϭ Ζ - 3Ϭ Η RCP Λ Ϭ ͘ϬϬйP2Ϭϳ 1ϲΖ - ϴΗ ,DPE Λ 1͘ϬϬйSTM M, η2ϬϴRIM ϴϴϳ͘211ϴΗ ;NͿ INs ϴϲϲ͘ϲ11ϴΗ ;EͿ INs ϴϳ1͘ϲ11ϴΗ ;SͿ INs ϴϲϲ͘ϲ1P2Ϭ3 44Ζ - 1ϴΗ ,DPE Λ Ϭ͘ϱϲйSTM M, η213RIM ϴϳ2͘43ϴΗ ;StͿ INs ϴϲϳ͘ϵϱ1ϬΗ ;SͿ INs ϴϲϳ ͘ϵϱ1ϬΗ ;NͿ INs ϴϲϳ͘ϴϵP2Ϭϱ 2ϵΖ - 1ϬΗ ,DPE Λ Ϭ͘ϲϬйP2Ϭ2 ϴ4Ζ - 1ϴΗ ,DPE Λ Ϭ͘ϲϱйϬнϬϬ ϬнϱϬ Ϭнϴ4 ϬнϬϬϬнϱϬϬнϵϴϬнϬϬ ϬнϱϬ Ϭнϴ 3 2нϲ1ϬнϬϬϬнϱϬ1нϬϬ 1нϱϬ 2нϬϬ 2нϱϬ 2н12 ϬнϬϬϬнϱϬ 1нϬϬ 1нϱ Ϭ2нϬϬϬнϬϬϬнϱϬ ϬнϬϬ ϬнϱϬ ϬнϳϳϲΗ PERFORATED ,DPEϲΗ PERFORATED ,DPERD η1Ϭϴ1ϬΗ ;SͿ INs ϴϲϴ͘ϬϬsERIFz tIT, MEC, ͘Pϱ ϴϱΖ - 1ϬΗ ,DPE Λ Ϭ͘ϱϵйFES η1Ϭϳ1ϬΗ ;NͿ INs ϴϲϳ͘ϱϬSTM CB η21ϱRIM ϴϳ2͘ϳ3ϴΗ ;NEͿ INs ϴϲϴ͘ϬϳRD η2141ϬΗ ;NͿ INs ϴϲϴ͘ϬϬsERIFz tIT, MEC,͘ ϴϲϱϴϲϲϴϲϳϴϲϴ ϴϱϱ ϴϱϲ ϴϱϳ ϴϱϴ ϴϱ ϵ ϴϲϬ ϴϲϬϴϲ1 ϴϲ1 ϴϲ2 ϴϲ2 ϴϱϱϴϱϲϴϱϳϴϱϴϴϱϵϴϲϬϴϲ1ϴϲ2ϴϲ2ϴϲ3ϴϲ4ϴϲϱϴϲϲϴϲϳϴϲϳϴϲϴϴϲϴϴϲϴ ϴϱϱϴϱϲϴϳ2ϴϳ2 ϴϳ3 ϴϳϳ ϴϳϴϴϳϵϴϴϬ ϴϳ3ϴϳ4 ϴϳϱ ϴϳϲ ϴϳϳ ϴϳϴ ϴϳϵ ϴϴϬ ϴϲϱ ϴϲϲ ϴϲϳ ϴϲϴ ϴϲϵ ϴϳϬ ϴϳ1 ϴϳ2 ϴϳ3 ϴϳ4 ϴϳ ϱ ϴϳϲ BASIN 1 STORM SEtERPARKING LOT STORM SEtERGARAGE ENTRANCE STORM SEtERBASIN 2 STORM SEtERSE ROOF DRAIN STORM SEtERBASIN 3 STORM SEtERBASIN 4 STORM SEtERϬнϬϬ ϬнϱϬ Ϭнϴ2 SE ROOF DRAIN OsERFLOt STORM SEtERSTM CB η11ϬRIM ϴϳ2͘ϵϴϲΗ ;tͿ INs ϴϳϬ͘ϲϴDAz LIG,T η1ϬϵϲΗ ;EͿ INs ϴϳϬ͘3ϲPϲ ϲϲΖ - ϲΗ ,DPE Λ Ϭ ͘ ϱ Ϭ й P2Ϭϵ 12Ζ - ϴΗ ,DPE Λ 1͘ϬϬйP21Ϭ 2ϴΖ - 12Η ,DPE Λ 1͘ϬϬйP211 ϲϱΖ - 1ϬΗ ,DPE Λ Ϭ͘43йP2Ϭ2 ;2Ϳ ϵ3Ζ - 1ϴΗ ,DPE Λ Ϭ͘ϲϱйSTM CB η2ϬϳRIM ϴϳϱ͘ϱϳ1ϴΗ ;NͿ INs ϴϲϲ͘Ϭϲ1ϴΗ ;SͿ INs ϴϲϲ͘ϬϲϲΗ DT INs ϴϳ1͘ϴϱSTM CB η2ϬϳARIM ϴϳϴ͘44ϲΗ DT INs ϴϳϳ͘ϬϬSTM CB η212RIM ϴϳ2͘ϴ112Η ;SͿ INs ϴϲϴ ͘ϬϬSTM CB η211RIM ϴϳ2͘211ϬΗ ;SͿ INs ϴϲϳ͘ϳ212Η ;NͿ INs ϴϲϳ͘ϳ21ϬΗ ;EͿ INs ϴϲϳ ͘ϳ2BASIN 2 STORM SEtERϴϱϱϴϲϬϴϲϱϴϳϬϴϳϱϴϴϬϴϴϱϴϵϬϴϵϱϴϱϱϴϲϬϴϲϱϴϳϬϴϳϱϴϴϬϴϴϱϴϵϬϴϵϱϬнϬϬϬнϱϬ1нϬϬ1нϱϬ2нϬϬ2нϱϬ3нϬϬBASIN 3 STORM SEtERϴϱϱϴϲϬϴϲϱϴϳϬϴϳϱϴϱϱϴϲϬϴϲϱϴϳϬϴϳϱϬнϬϬϬнϱϬ1нϬϬSE ROOF DRAIN STORM SEtERϴϲϬϴϲϱϴϳϬϴϳϱϴϴϬϴϲϬϴϲϱϴϳϬϴϳϱϴϴϬϬнϬϬϬнϱϬ1нϬϬBASIN 4 STORM SEtERϴϱϱϴϲϬϴϲϱϴϳϬϴϳϱϴϱϱϴϲϬϴϲϱϴϳϬϴϳϱϬнϬϬϬнϱϬ1нϬϬSE ROOF DRAIN OsERFLOt STORM SEtERϴϲϬϴϲϱϴϳϬϴϳϱϴϴϬϴϲϬϴϲϱϴϳϬϴϳϱϴϴϬϬнϬϬϬнϱϬ1нϬϬϬнϬϬϬнϱϬ1нϬϬ1нϱϬ870.8ϴϳϬ͘ϴ32нϬϬ 871.0ϴϳ1͘ϬϬ2нϱϬ 3нϬϬϬнϬϬϬнϱϬ1нϬϬ864.4ϴϲ4͘41ϬнϬϬ 865.6ϴϲϱ͘ϲ1ϬнϱϬ 1нϬϬ864.7ϴϲ4͘ϳϱϬнϬϬ864.1ϴϲ4͘13ϬнϱϬ1нϬϬ STM η2Ϭϵ STA с 2н4ϵ͘ϵ3RIM с ϴϳ2͘ϲ3 D с ϴ͘ϴΖ ϴΗ ;StͿ INs ϴϲϴ͘1ϵ 1ϴΗ ;SͿ INs ϴϲϲ͘ϴϲ12Η ;NtͿ INs ϴϲϲ͘ϴϲ STM η2ϬϴSTA с 2нϬϱ͘ϲϴRIM с ϴϴϳ͘21 D с 2Ϭ͘ϲΖ 1ϴΗ ;NͿ INs ϴϲϲ͘ϲ11ϴΗ ;SͿ INs ϴϲϲ͘ϲ11ϴΗ ;EͿ INs ϴϳ1͘ϲ1P2Ϭ3 44Ζ - 1ϴΗ ,DPE Λ Ϭ͘ϱϲйP2Ϭ2 ϴ4Ζ - 1ϴΗ ,DPE Λ Ϭ͘ϲϱйFES η2ϬϲSTA с Ϭн2ϴ͘22INs с ϴϲϱ͘4ϲ P2ϬϬ 2ϴΖ - 42Η RCP Λ Ϭ͘ϲϱйFES η2ϬϬSTA с Ϭнϱ1͘3ϬINs с ϴϲ2͘ϬϬOCS η2Ϭ1STA с Ϭн23͘ϳ3RIM с ϴϲϲ͘Ϭϱ42Η ;tͿ INs ϴϲ2͘1ϴ FES η2ϬϱSTA с Ϭнϱϵ͘ϵϬINs с ϴϲϱ͘ϬϬ FES η2Ϭ4STA с Ϭн2ϵ͘ϱϬINs с ϴϲϱ͘ϬϬP2Ϭ1 3ϬΖ - 3ϬΗ RCP Λ Ϭ͘ϬϬйEXISTING GRADEPROPOSED GRADEPROPOSED GRADEPROPOSED GRADEPROPOSED GRADEEXISTING GRADEEXISTING GRADEFES η1ϬϳSTA с Ϭн12͘ϳϴINs с ϴϲϳ͘ϱϬ Pϱ ϴϱΖ - 1ϬΗ ,DPE Λ Ϭ͘ϱϵй RD η1ϬϴSTA с Ϭнϵϳ͘4ϵ1ϬΗ ;SͿ INs ϴϲϴ͘ϬϬ PROPOSED RETAININGtALL ;Bz OT,ERSͿ2Η с ϱΖ sERTICAL SCALE2Η с ϱΖ sERTICAL SCALE2Η с ϱΖ sERTICAL SCALE2Η с ϱΖ sERTICAL SCALE865.8ϴϲϱ͘ϴ4ϬнϬϬ 866.3ϴϲϲ͘2ϳϬнϱϬ 1нϬϬPROPOSED GRADE2Η с ϱΖ sERTICAL SCALEEXISTING GRADEPϲ ϲϲΖ - ϲΗ ,DPE Λ Ϭ͘ϱϬйSTM η11ϬSTA с Ϭнϳϲ͘ϱϳRIM с ϴϳ2͘ϵϴ D с 2͘3ΖϲΗ ;tͿ INs ϴϳϬ͘ϲϴ DAz LIG,T η1Ϭϵ STA с Ϭн1Ϭ͘ϲ1INs с ϴϳϬ͘3ϲ P2Ϭ2 ;2Ϳ ϵ3Ζ - 1ϴΗ ,DPE Λ Ϭ͘ϲϱй STM η2ϬϳSTA с 1н21͘ϱ3RIM с ϴϳϱ͘ϱϳ D с ϵ͘ϱΖ 1ϴΗ ;NͿ INs ϴϲϲ͘Ϭϲ1ϴΗ ;SͿ INs ϴϲϲ͘Ϭϲ C205BRETT EMMONS2505310/03/24 DD CHECKSET10/17/24 50% DD CHECKSET10/31/24 50% DD12/12/24 100% DD CHECKSET01/10/25 100% DD CHECKSET01/17/25 100% DDUTILITY PLAN & PROFILE- STORM SEWERPROFILE 2INFILTRATIONBASIN 4INFILTRATIONBASIN 2NSCALE IN FEET0'40'10'20'INFILTRATIONBASIN 302/10/25 IFPR02/10/25DRAIN TILE NOT S,OtN ON PROFILES͕REFER TO PLAN sIEt FOR DRAIN TILELOCATIONS AND INsERTS͘Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd.ISSUE / REVISIONDateMarkDescriptionI hereby cer ti fy tha t th is p lan, specif ica tion or repor twas prepared by me or unde r my direct supe rv isionand that I am a duly Licensed Landscape Architectunder the laws of the State of M innesota.Signa turePrint NameDateLicense No510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336Architecture and Interiors County Project No : 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz VeaderkoOwnerHennepin County MinnesotaFacility Services DepartmentA2208 Government Center, 300 South S ixth S tree tMinneapolis, MN 55487 | 612-596-6949 2/5/2025 3:19:02 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvtCivil and LandscapeEOR1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448Studio NYL219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145Structural and FacadeMechanical, Electrica l and PlumbingVictus Engineering2327 Wycliff St Sui te 230, St Pau l, MN 55114 | 612 .859.8299TechnologyKCL300 4th St, West Des Mo ines, IA 50265 | 515.724.7938LightingMazzetti1999 Broadway , Denver, CO 80202 | 720.644 .5032PLANNING REVIEWAcousticKRA4826 Chicago Ave, Minneapo lis, MN 55417 | 612 .374.3800MSR Project No: 2023021Southdale Library+ Edina Art Center7001 York Ave S, Edina, MN 55435I hereby cer ti fy tha t th is p lan, specif ica tion or repor twas prepared by me or unde r my direct supe rv isionand that I am a duly Licensed Engineer unde r the laws o f the S ta te o f M innesota.Page 829 of 1184 C500BRETT EMMONS2505310/03/24 DD CHECKSET10/17/24 50% DD CHECKSET10/31/24 50% DD12/12/24 100% DD CHECKSET01/10/25 100% DD CHECKSET01/17/25 100% DDCIVIL DETAILS 1HARD SURFACEPUBLIC ROAD6-12"50' MIN20'3" CLEAR ROCKNOTE :- STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED FOR THEDURATION OF THE CONSTRUCTION PROCESS.- ROCK SHALL BE UNDERLINED WITH MNDOT TYPE 3 GEOTEXTILE FABRIC.MNDOT TYPE 3 GEOTEXTILE 6" min.6" mi n .(12" min . anchor spac ing)2" min . 3" (4'-0 " min . an chor spac ing)(18" min . anchor spac ing)Edge LapAnchor Tren ch End Splice1Compacted So i lBackf i ll Edge LapNOTES:1.SECURE BLANKET TO GROUND ACCORDINGTO MANUFACTURER'S RECOMMENDEDANCHORING PATTERN AND M IN IMUM SHOWN IN TABLE 1 .2.SPACE TOP ROW OF STAPLES AT 18 INCH,BOTTOM ROW AT 36 INCH CENTERS, ANDALL OTHERS AT 24 INCH CENTERS .APPROXIMATELY 30 STAPLES REQUIREDPER SQUARE (100 SQ .-FT. ) OF EROSIONCONTROL MAT.3.WHERE EROSIVE GU LLIES HAVE DEVELOPED IN BACKSLOPE, FILL W ITH SO IL ANDCOMPACT PRIOR TO PLACEMENT OFEROSION CONTROL MAT .4.4 FEET M INIMUM TO 8 FEET MAXIMUM OR ASSPECIFIED . PLACE STAPLES THE SAME ASFOR SPEC IAL D ITCH CONTROL .5.4 FEET UNLESS SPECIF IED OTHERW ISE FORFORESLOPE PROTECTION.6.IF EROS IVE RILL HAS DEVELOPED ADJACENTTO SHOULDER MATERIAL, FILL W ITHSUITABLE SOIL AND COMPACT PRIOR TOPLACEMENT OF MAT.ANCHOR TRENCHEDGE LAPEND SPLICETABLE 1Max. slopeMin. anchors≤ 3:12:11:11.5/yd ²2/yd²2.5/yd ²DIRECT ION OF RUNOFF MINIMUM POSTEMBEDMENT 24" 6"MIN.6"MIN . 30" MIN. HEIGHT STEEL FENCE POST, 5'MAX. SPAC ING.STD. FIELD FENCE , MIN.30" HIGH.GEOTEXTILE FABRIC.OVERLAP FABRIC 6" ANDFASTEN AT 2 ' INTERVALS.LAY FABRIC IN THE TRENCH .FABRIC TO MEET MNDOTSPEC. TABLE 3886 -1FABRIC ANCHORAGETRENCH. BACKFILLTRENCH WITH TAMPEDNATURAL SOIL.SUPPORT POSTANCHORAGE IN-SITUSOIL.NOTE: ATTACH FABRIC TO W IREMESH AND SUPPORT POSTS WITHRINGS OR W IRE TIES .WIRE ORCABLE TIESFABRICPOST'BEST' T-POST WITHATTACHMENT TOPOSTOVERLAP GEOTEXTILEFABRIC 6" AND FASTENAT 2' INTERVALS.ENDS SECURELY CLOSED TOPREVENT LOSS OF OPENGRADED AGGREGATE F ILL .SECURED WITH 50 PS I. Z IP T IE .FRONT, BACK, ANDBOTTOM TO BEMADE FROM SINGLEPIECE OF FABRIC.MINIMUM DOUBLESTITCHED SEAMS ALLAROUND SIDE PIECESAND ON FLAP POCKETS.INLET SPECIFICATIONS AS PERTHE PLAN DIMENSION LENGTH ANDWIDTH TO MATCH FLAP POCKET.USE REBAR OR STEEL ROD FORREMOVAL (FOR INLETS WITHCAST CURB BOX REPLACE RODWITH WOOD 2" X 4 ").EXTEND 10 " BEYOND GRADEWIDTH ON BOTH S IDES , LENGTHVARIES. SECURE TO GRATEWITH WIRE OR PLASTIC TIES .OVERFLOW HOLES (2 " X 4"HOLE SHALL BE HEAT CUT INTO ALL FOUR SIDE PANELS) .BUTT JOINTS.NOTES:1.SEDIMENT CONTROL LOGS TO BE 6" DIAMETER UNLESS OTHERWISE NOTED.2.STAKED INTO THE GROUND WITH WOOD STAKES.3.WOOD STAKES ARE A MINIMUM OF 2"X16.5" UNLESS PRECLUDED BY PAVED SURFACE OR ROCK.4.WOOD STAKES DRIVEN DOWNSLOPE OF SEDIMENT CONTROL LOG AT AN APPROXIMATE ANGLE OF 45° WITH THE TOP OF THE STAKEPOINTING UP STREAM.5.WHEN MORE THAN ONE SEDIMENT CONTROL LOG IS NEEDED, OVERLAP ENDS A MINIMUM OF 6" AND STAKE.SEDIMENT CONTROL LOG6"1'TYP.SEDIMENT CONTROL LOGSTAKESTAKEEMBED IN 2"DEEP TRENCHC50001STABILIZED CONSTRUCTION ENTRANCENOT TO SCALE C50003EROSION CONTROL BLANKET AT SLOPENOT TO SCALE C50005SILT FENCENOT TO SCALE C50002FILTER BAG INSERTNOT TO SCALE C50004ADA PARKING STALL SIGN POSTNOT TO SCALE C50006SEDIMENT LOGNOT TO SCALE 02/10/25 IFPR02/10/258.5' TYP.8.5 ' TYP.REFER TOPLAN2' TYP.4" DIAGONAL WHITEPARKING STRIPING (TYP.)4" WHITE PARKINGSTRIPING (TYP.)ACCESSIBLE PARKINGSTRIPING SYMBOL (TYP.)CONCRETE CURB. REFERTO PLAN FOR TYPE, TYP.CONCRETE BOLLARD WITHACCESSIBLE PARKINGSIGN, TYP. SEE DETAIL.1'C50007ACCESSIBLE PARKINGNOT TO SCALE Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd.ISSUE / REVISIONDateMarkDescriptionI hereby cer ti fy tha t th is p lan, specif ica tion or repor twas prepared by me or unde r my direct supe rv isionand that I am a duly Licensed Landscape Architectunder the laws of the State of M innesota.Signa turePrint NameDateLicense No510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336Architecture and Interiors County Project No : 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz VeaderkoOwnerHennepin County MinnesotaFacility Services DepartmentA2208 Government Center, 300 South S ixth S tree tMinneapolis, MN 55487 | 612-596-6949 2/5/2025 3:19:02 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvtCivil and LandscapeEOR1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448Studio NYL219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145Structural and FacadeMechanical, Electrica l and PlumbingVictus Engineering2327 Wycliff St Sui te 230, St Pau l, MN 55114 | 612 .859.8299TechnologyKCL300 4th St, West Des Mo ines, IA 50265 | 515.724.7938LightingMazzetti1999 Broadway , Denver, CO 80202 | 720.644 .5032PLANNING REVIEWAcousticKRA4826 Chicago Ave, Minneapo lis, MN 55417 | 612 .374.3800MSR Project No: 2023021Southdale Library+ Edina Art Center7001 York Ave S, Edina, MN 55435I hereby cer ti fy tha t th is p lan, specif ica tion or repor twas prepared by me or unde r my direct supe rv isionand that I am a duly Licensed Engineer unde r the laws o f the S ta te o f M innesota.PARKING VEHICL E IDREQUIREDVANACCESSIBLE PENALTY SIGN W ITH WORD INGAS REQU IRED BY STATE OR LOCAL LAWSEE BREAK AWAY TUBE POST WHENPIPE BOLLARD IS NOT REQU IRED GALVANIZED SQUARE TUBEUSE 6" SCH. 40 STEEL P IPE F ILLED WITHCONCRETE WITH TOP ROUNDED W ITHBLACK IDEAL SHIELD ONLY WHEN SIGNIS IN PAVED AREA OR S IDEWALKSLOPE TOP OF CONCRETEGROUND / PAV ING SURFACE35OO PSIP.C. CONCRETE 5' (MIN.)5.5' (MAX.) 4'3' 3" MIN.1.5 '4' EDGE OF TRAVEL WAY SINGLE POSTNOTES1. ALL SIGNS SHAL L COMPLY WI TH US DEPARTMENT OF TRANSPORTAT ION , FED ERAL HIGHWAY ADM IN ISTRAT ION 'S "MANUAL OF UN IFORM TRAFF ICCONTROL DEV ICES, " LOCAL COD ES AND AS SPEC IFI ED. MOUNT S IGNS TO POS T IN ACCO RDANCE W ITH MANU FACTURER 'S INSTRUCT IONS .2. GA LVANI ZED SQUARE TUBE POS T TUB ES - 2" x 2" x 316" 14ga POS T TUB E SHA LL MEE T AS TM A1 011 GRADE 50. POS T TUB E GALV ANIZED AS PER ASTM A 653 GRADE 90 . ANCHOR TUBE - 2 14" x 2 14" x 316" 14 g a HEA VY DUT Y ANCHOR TUBE SHALL MEET ASTM A500 GRADE B. S TRUCTURAL TUBE AND S TEEL SHALL BE HOT D IP GALVAN IZED PER A STM A1 23 .THE UPPER SIGN OPST SHALL TEL ESCOPE INS IDE THE ANCHOR TUBE A M IN IMUM OF 12 ". THE ANCHOR TUBE SH ALL BE A M INIMUM 48 " DEEP WITH 3 "MIN. 4" MAX . EX POSED ABOV E F IN ISH GRADE .C50008ADA PEDESTRAIN CURB RAMP DETAILSNOT TO SCALE C50009ADA PEDESTRAIN CURB RAMP DETAILSNOT TO SCALE Page 830 of 1184 MIN 7.0" AGGREG BASE, MNDOT 3138CLASS 5, 5Q OR 6 100% CRUSHEDCOMPACTED, TEST-ROLLED &APPROVED SUBGRADEMIN 2.0" BITUM, MNDOT SPWEA240F(PG58V-34) FOR WEAR COURSEMIN 2.0" BITUM, MNDOT SPNWB230E(PG58H-28) FOR NON-WEAR COURSEC501BRETT EMMONS2505310/03/24 DD CHECKSET10/17/24 50% DD CHECKSET10/31/24 50% DD12/12/24 100% DD CHECKSET01/10/25 100% DD CHECKSET01/17/25 100% DDCIVIL DETAILS 2C50101HYDRANT AND GATE VALVENOT TO SCALE C50104STANDARD SANITARY SEWER MANHOLENOT TO SCALE C50105SEWER AND WATER SERVICE CONNECTIONNOT TO SCALE C50106COMMERCIAL DRIVEWAY APRONSNOT TO SCALE C50102GATE VALVE AND BOXNOT TO SCALE C50103CONCRETE THRUST BLOCKNOT TO SCALE C50107ROADWAY REMOVAL AND SUBGRADE REPAIRNOT TO SCALE C5018CONCRETE CURB & GUTTERNOT TO SCALE C50109PARKING LOT ASPHALT SURFACINGNOT TO SCALE 24" MAX.12"30"12"6"CAST-IN-PLACE CONCRETE WALL;SEE PLAN FOR ELEVATIONSC.I.P. CONCRETE FOOTING#5 EPOXY-COATED REBAR,@ 12" O.C.34" CHAMFERGRAVEL BORDER(3) #5 EPOXY-COATED REBAR,CONTINUOUS#5 EPOXY-COATED REBAR,@ 18" O.C.EXISTING SUBGRADE#5 EPOXY-COATED REBAR,@ 12" O.C., BOTTOMNOTE:1. ALL REBAR TO BEMIN. 2" FROM EDGEOF CONCRETECOMPACTED CLASS 5 BASEMNDOT 3138 100% CRUSHED36"2" D X 4" W RUNNING KEY, TYP.C50110CIP CONCRETE RETAINING WALL AT TRANSFORMERNOT TO SCALE C50111BOLLARD AT TRANSFORMERNOT TO SCALE 42"42"6"ROUNDED CONCRETE CAP TO DRAINPAINT TWO COATS TRAFF IC YELLOW8" Ø STEEL PIPE; FILL WITH CONCRETECEMENT WASH SLOPED 1" ABOVE PAVINGASPHALT PAVING24" ØCONCRETE FOUNDATION3,000 PSI MIN.COMPACTED BASE02/10/25 IFPR02/10/25Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd.ISSUE / REVISIONDateMarkDescriptionI hereby cer ti fy tha t th is p lan, specif ica tion or repor twas prepared by me or unde r my direct supe rv isionand that I am a duly Licensed Landscape Architectunder the laws of the State of M innesota.Signa turePrint NameDateLicense No510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336Architecture and Interiors County Project No : 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz VeaderkoOwnerHennepin County MinnesotaFacility Services DepartmentA2208 Government Center, 300 South S ixth S tree tMinneapolis, MN 55487 | 612-596-6949 2/5/2025 3:19:02 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvtCivil and LandscapeEOR1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448Studio NYL219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145Structural and FacadeMechanical, Electrica l and PlumbingVictus Engineering2327 Wycliff St Sui te 230, St Pau l, MN 55114 | 612 .859.8299TechnologyKCL300 4th St, West Des Mo ines, IA 50265 | 515.724.7938LightingMazzetti1999 Broadway , Denver, CO 80202 | 720.644 .5032PLANNING REVIEWAcousticKRA4826 Chicago Ave, Minneapo lis, MN 55417 | 612 .374.3800MSR Project No: 2023021Southdale Library+ Edina Art Center7001 York Ave S, Edina, MN 55435I hereby cer ti fy tha t th is p lan, specif ica tion or repor twas prepared by me or unde r my direct supe rv isionand that I am a duly Licensed Engineer unde r the laws o f the S ta te o f M innesota.Page 831 of 1184 EXISTING21" RCPBASE SLAB PLACED ON24" APPROVEDCOMPACTEDFOUNDATION MATERIALSIDE VIEW(N.T.S)RIPRAP AROUNDINLET GRATEDUCKBILL VALVE TOPREVENT INFLOWFROM WETLAND3:1RE = 863.80IE = ±857.30IE = 857.30IE = 857.004ϴΗC502BRETT EMMONS2505310/03/24 DD CHECKSET10/17/24 50% DD CHECKSET10/31/24 50% DD12/12/24 100% DD CHECKSET01/10/25 100% DD CHECKSET01/17/25 100% DDCIVIL DETAILS 33:1 MAX.VARIABLE,SEE NOTESEE PLANTING PLANDEPTH - MAX . 1 .0 FT - SEE GRADING PLANSUNDISTURBED ,UNCOMPACTED IN SITU SOIL3" DOUBLE SHREDDEDHARDWOOD MULCHBIORETENTION MEDIUMWELL BLENDED MIXTURE (BY VOLUME):70% HOMOGENOUS CONSTRUCTION SAND30% ORGANIC LEAF COMPOSTSCARIFY SUBGRADE 12"-18"BIORETENTION MED IUM DEPTH :12" FOR BASINS 2, 3, AND 418" FOR BAS IN 1NOTES:1.DESIGN SHOULD ACCOUNT FOR ROOTDEPTH TO ALLOW TURF TO GROW ANDPREVENT EROSION AROUND GRATE SOTHAT HAZARDS DO NOT FORM. 6" MIN . ON8"-24" DRAIN BASIN, 10" MIN . ON 30" DRAINBASIN. VERIFY WITH MANUFACTURER'SRECOMMENDATIONS .2.DO NOT INSTALL PIPE BEDD ING ADJACENTTO VERTICAL SECTION OF DRAIN BASIN INBIO INFILTRTION BASIN SETTING.FRAME AND COVER.SEE STORMDRAINSCHEDULE RIM ELEVATION: SEE GRADING ANDDRAINAGE PLANTOP SO IL1UNIFORMLY COMPACTED CRUSHEDSTONE OR GRANULAR BEDDING PERMANUFACTURER'S RECOMMENDATION. SUMP DEPTH.SEE GRADING AND DRAINAGE PLAN. 4" MIN. ON 12"-24"6" MIN. ON 30". MIN. PIPE BURIALDEPTH PER PIPEMANUFACTURERRECOMMENDATION2BOTTOM WIDTH2' - 3'2:1 MAX SIDE SLOPES 1'DEPRESSION VEGETATED BUFFERSTRIP (OR OTHERPRETREATMENT)UNDISTURBED ,UNCOMPACTED, IN SITU SOILPROPERTY L INE SOD; STAPLE PERPENDICULARTO SLOPE. TRENCH 3" INTOTOPSOIL AT TOP OF SLOPE.C50211INFILTRATION BASINNOT TO SCALE C50208DRAIN BASINNOT TO SCALE C50214SWALENOT TO SCALE CONCRETE PAVINGEXTERIOR WALL AND STEEL PLATE;SEE ARCHITECTURALROCK MULCH; PROVIDE MULCH TOTO REVEAL OF WALLLANDSCAPE FABRICPREPARED SUBGRADEAGGREGATE BASE1" TYP.STORM SEWER; SEE STORM PLANSTORM DRAIN; SEE STORM PLAN3"2"24ΗC50212ROCK MULCH MAINTENANCE STRIP WITH ROOF DRAIN OVERFLOWNOT TO SCALE 18" B IOF ILTRATIONMEDIA6" DRAINT ILE(NO SOCK )14" TO 12" WASHEDRIVER RUN PEAGRAVEL2"SCARIFIEDDECOMPACTEDSUBGRADE12"2"MIN.ALL PVC PIPE SHALL BESCHEDULE 40 ORAPPROVED EQUAL0.10'6" PVC RISER PIPE6" - 90° LONG SWEEP PVC BEND.6" HDPE DUAL WALL -SMOOTH INTER IORPERFORATED DRAINT ILEW / NO SOCKTHREADED PVC SCREW CAP2/ LUG FOR GR IPPING (APPLYWATER RESISTANTLUBRICANT ON THREADS)FINISHED GRADEHDPE TO PVC FERNCO 1070CONNECTOR OR APPROVED EQUALPVC DEAD END PLUGC50209DRAINTILENOT TO SCALE C50210PVC DRAINTILE CLEANOUTNOT TO SCALE 4"24"2"8"PERMEABLE PAVERS - SEE ENLARGEMENTPLAN A FOR PATTERN - SEE SPECIFICAT IONSFOR TYPE2" SETTING BED - 14 - 38" OPEN-GRADED STONEFILL OPENINGS WITH 14 - 38" STONE12" W IDE CONCRETERIBBON CURB34 - 1" CLEAN, WASHED QUARRY STONE,NO FINES, NO L IMESTONE1 12 - 3" CLEAN, WASHED QUARRY STONE,NO FINES, NO L IMESTONEMNDOT 3733 - TYPE 1 FABR IC ON SIDES; WRAP AT TOP TO T IE INTOPAVERS; DO NOT INSTALL FABRIC ABOVE STONES UNDER PAVERSUNCOMPACTED SUBGRADEASPHALT SURFAC ING, TYP.COMPACTEDCLASS 5 BASE6" PERFORATED DRA INTILE6"12"C50206PERMEABLE PAVERS AT ASPHALT SURFACINGNOT TO SCALE DECIDUOUS TREESHREDDED HARDWOODMULCHNATIVE PLANTINGS 8' 6" 36"SCARIFIED SUB-GRADECU-STRUCTURAL SO IL ®6" PERFORATED DRAINTILECONCRETE CURB ANDGUTTER. TYP .PERMEABLE PAVERSURFACINGROOTING TOPSO IL BORROWASPHALT SURFACING24" MIN.NOT TO EXCEED 3:1SLOPE, REFER TOGRADING PLAN12"C50207TREE TRENCHNOT TO SCALE C50203RIGID STORM DRAIN PIPE BEDDINGNOT TO SCALE C50204FLEXIBLE STORM DRAIN PIPE BEDDINGNOT TO SCALE C50205RAIN GUARDIAN TURRETNOT TO SCALE C50202FLARED END SECTIONNOT TO SCALE C50201TYPE "CC" CATCH BASIN MANHOLENOT TO SCALE C50213OCS 100NOT TO SCALE 02/10/25 IFPR02/10/25C50215FOUNDATION DRAIN DETAILNOT TO SCALE 8"-10" TOPSOILDRAIN TILE AROUNDBUILDING PERIMETERDRAIN T ILE TO L IFT STATION(SEE MECH. PLANS)8"-10" LOW PERMEABIL ITY SOILCLEAN, WELL DRA INING BACKF ILLGEO-TEXTILE FILTER FABRIC TOWRAP ENT IRE STONE BEDMIN 14" TOTAL DEPTHWASHED GRAVEL OR STONEC50216CONCEALED CATCH BASINNOT TO SCALE SLOPE TO DRAINSLOPE TO DRAINRIM ELEV. VARIESSEE C203 2" MIN.16" D IA . M IN.COVER TOP OF CATCH BAS INWITH 2" OF ROCK , TO MATCHSURROUNDING ROCKMAINTENANCE STR IPGEO FABRIC , TYP .NDS GALV . STEELGRATE, SEE L700NDS R ISER IF REQUIREDNDS 12 " SQUARECATCH BASINNDS UNIVERSAL OUTLET INVERT ELEVATION , SEE C203GRANULAR FILLGEO FABRIC , TYP . Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd.ISSUE / REVISIONDateMarkDescriptionI hereby cer ti fy tha t th is p lan, specif ica tion or repor twas prepared by me or unde r my direct supe rv isionand that I am a duly Licensed Landscape Architectunder the laws of the State of M innesota.Signa turePrint NameDateLicense No510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336Architecture and Interiors County Project No : 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz VeaderkoOwnerHennepin County MinnesotaFacility Services DepartmentA2208 Government Center, 300 South S ixth S tree tMinneapolis, MN 55487 | 612-596-6949 2/5/2025 3:19:02 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvtCivil and LandscapeEOR1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448Studio NYL219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145Structural and FacadeMechanical, Electrica l and PlumbingVictus Engineering2327 Wycliff St Sui te 230, St Pau l, MN 55114 | 612 .859.8299TechnologyKCL300 4th St, West Des Mo ines, IA 50265 | 515.724.7938LightingMazzetti1999 Broadway , Denver, CO 80202 | 720.644 .5032PLANNING REVIEWAcousticKRA4826 Chicago Ave, Minneapo lis, MN 55417 | 612 .374.3800MSR Project No: 2023021Southdale Library+ Edina Art Center7001 York Ave S, Edina, MN 55435I hereby cer ti fy tha t th is p lan, specif ica tion or repor twas prepared by me or unde r my direct supe rv isionand that I am a duly Licensed Engineer unde r the laws o f the S ta te o f M innesota.Page 832 of 1184 86 5 870875862 863 864 86 6 867868 869871872873874876 86587087588086386486686786886987187287387487687787887988 1 875 880 885873874 8768778788798818828838848868708758808858678678688698718728738 7 4 87687787887988188288388488687 5 880 885874876876876 8778788798 8 1 882883884886865864866867868869865864866 CFCFCF CFCFCFCFCFCFCF CF CFCFCFWest 7 0 t h S t .X e r x e s A v e S . Y o r k A v e S . ( C o . R d . N o . 3 1 )PROPERTY BOUNDARYPROPERTY BOUNDARYPROPERTY BOUNDARY PROPERTY BOUNDARY L101NBAR IS ONE INCH ONOFFICIAL DRAWINGS IF NOT ONE INCH AD JUSTSCALE ACCORDINGLY01"SCALE IN FEET0'60'15'30'EXISTING TREE - PRESERVEAND PROTECTEXISTING TREES -PRESERVE AND PROTECT5" CIP CONCRETE PLAZA4" CIP CONCRETE WALKSASPHALT SURFACINGASPHALT TRAILPERMEABLE PAVERSCONCRETE PAVERSSTABILIZED CRUSHED GRANITE SURFACINGGRAVEL PATHLEGENDVEHICULAR PERMEABLE PAVING - REFER TO CIVILVEHICULAR ASPHALT PAVING - REFER TO CIVILPROPOSED TREES AND SHRUBS02/10/25 IFPR LANDSCAPE LAYOUTAND MATERIALS PLANWETLAND BOARDWALKCONCRETE AND GABION SEAT WALLGABION RETAINING WALL WITH SEAT TOPLIMESTONE STEPPERS10L500CONCRETE AND GABION WALLWITH SEAT TOP9L500EXISTING UTILITYBOXES - PRESERVEAND PROTECTGABION WALL AND LIBRARY SIGNSTONE OUTCROPPINGVEHICLE BARRIERS15L500GABION SEAT WALL4" CONCRETE WALK10' WIDESTABILIZED CRUSHED GRANITE PLAZACONCRETE BOARDWALKTRAIL SECTIONGRAVEL PATHWAYASPHALT TRAIL5" CONCRETE PLAZA5" CONCRETE PLAZA4" CONCRETE WALKWAY6' WIDECONCRETE STAIR WITH RAILING5" CONCRETE PLAZASTABILIZED CRUSHEDGRANITE PLAZA5L5008L50016L5006L5001L5001L5005L50017L5001L5008L5004" CONCRETE WALKWAY4' WIDE5L5004" CONCRETE WALKWAY6' WIDE5L500CONCRETE STAIR WITH RAILING17L500SOUTHDALE LIBRARY +EDINA ARTS CENTERWETLANDCONCRETE BOARDWALKSECTION16L500TREE PROTECTION FENCETREE PROTECTION FENCECFCFCFTREE PROTECTION FENCEEXISTING TREESCIP RETAINING WALL - REFER TO CIVILCONCRETE PAD FOR TRANSFORMER - REFER TO CIVILROCK MULCHMAINTENANCE STRIP12L500BRITTA HANSEN2/6/202553307Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd.ISSUE / REVISIONDateMark DescriptionI hereby ce rti fy that th is p lan , speci fication or repo rtwas prepared by me o r under my di rect supe rv isionand that I am a duly L icensed Landscape Archi tectunder the laws of the State of M inneso ta .SignaturePrint NameDateLicense No510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336Architecture and Interiors County Project No: 1005259County Contrac t No: PR00006399County Fac ilty No: 071County Project Manger: L iz VeaderkoOwnerHennepin County MinnesotaFacility Services DepartmentA2208 Government Center, 300 South Sixth Stree tMinneapolis, MN 55487 | 612-596-6949 2/5/2025 3:19:02 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvtCivil and LandscapeEOR1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448Studio NYL219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145Structural and FacadeMechanical, Electrica l and PlumbingVictus Engineering2327 Wycliff St Su ite 230, St Pau l, MN 55114 | 612 .859.8299TechnologyKCL300 4th St, West Des Mo ines, IA 50265 | 515.724 .7938LightingMazzetti1999 Broadway , Denver , CO 80202 | 720.644 .5032PLANNING REVIEWAcousticKRA4826 Chicago Ave, Minneapo lis, MN 55417 | 612.374.3800MSR Project No: 2023021Southdale Library+ Edina Art Center7001 York Ave S, Edina, MN 55435Page 833 of 1184 L10212"CONCRETE RIBBON CURB8"6"2"ADJACENT PERMEABLEPAVERS (SEE 06/C502)CONCRETE PAVERSSAND SETTING BEDCOMPACTED CLASS 5 BASEADJACENT CONCRETEPLAZAUNCOMPACTED SUBGRADEEXPANSION JOINTMATERIAL12"1L102No Scale 5" CONCRETE PLAZA2L102No Scale CONCRETE CONTROL JOINTS5L102No Scale 4" CONCRETE SIDEWALK6L102No Sca le ASPHALT TRAIL8L102No Scale STABILIZED CRUSHED GRANITE PLAZA11L102No Sca le GABION WALL WITH SEAT TOP9L102No ScaleLIMESTONE STEPPERSD D/41/4"CONCRETEPAVEMENTCOMPACTED CLASS5 AGGREGATE BASE- MNDOT SPEC. 2211COMPACTEDSUBGRADESAWED JOINT (TYP.) -LOCATIONS AS SHOWNON PLANSCONCRETE PAVEMENT (MIX 3Y32C);MEDIUM BROOM FINISHCOMPACTED CLASS 5 BASE -MNDOT 3138 100% CRUSHED(NEW OR EXISTING)COMPACTED OR UNDISTURBEDSUBGRADEREFER TO LANDSCAPE PLAN FOR EDGE CONDITION -ADJACENT GRADE TO BE 1.5" BELOW TOP OF CONCRETE1" DEPTH SAWN CONTROL JOINT; SEEPLANS FOR LOCATION AND JOINT PATTERNVARIES1/2"NOTE:TYP. EXPANSION JOINT, SHALL BE - 100' O.C. MAXIMUM ANDAS LOCATED ON PLANS AND WHERE WALK ABUTS ANYFIXED OBJECT (EG. WALLS, CURBS, MANHOLES ETC.)EXPANSION JOINTS SHALL BE SEALED WITH A POURABLEGREY SEALANT INCIDENTAL TO CONCRETE CONSTRUCTION.JOINT SEALANT, 12" DEEPPREMOLDED JOINT FILLERCONCRETE PAVEMENT12 INCHEXPANSIONJOINT14 D RELIEF CUTA - EXPANSION JOINTB - CONTRACTION JOINTEXPANSION JT 100' O.C. MAXREFER TO (A)BUILDING OR STRUCTURE6' MAXCONTRACTION JOINTREFER TO (B)D3L102No Sca le CONCRETE EXPANSION JOINTS4L102No ScaleCONCRETE SIDEWALK JOINT FREQUENCYCONCRETE PAVEMENT (MIX 3Y32C);MEDIUM BROOM FINISHCOMPACTED CLASS 5 BASE -MNDOT 3138 100% CRUSHED (NEWOR EXISTING)COMPACTED OR UNDISTURBEDSUBGRADEREFER TO LANDSCAPE PLAN FOR EDGECONDITION - ADJACENT GRADE TO BE 1.5"BELOW TOP OF CONCRETE1" DEPTH SAWN CONTROLJOINT; SEE PLANS FORLOCATION AND JOINT PATTERNSIDEWALK ON CITY-OWNED R /W TOBE 4" THICKSTABLIZED DECOMPOSED GRANITE -INSTALLED IN 2" LIFTS - SEE SPEC.14 ga. x 4" STEEL EDGER AT INTERFACE WITHPLANTED AREAS; W/ 12" STEEL STAKES @ 3' O.C.COMPACTED SUBGRADE4"4"MNDOT TYPE 5 GEOTEXTILE FABRIC COMPACTED CLASS 5 BASE;MNDOT 3138 100% CRUSHED19L102No ScalePRECAST CONCRETE SEATWALL SEGMENTS2'18"2' 2"CONCRETEWALK / PLAZAHARDWOOD MULCHPLANTINGS; SEE LANDSCAPE PLANCOMPACTED CLASS 5 BASEMNDOT 3138 100% CRUSHEDEXISTING SUBGRADEPLANTING SOIL BACKFILL - SEE PLANTINGDETAILS38" SS STONE DOWEL. EMBED INCONCRETE FOOTING.SECTIONELEVATION#8 REBAR, 20" LENGTH24" O.C.3" X 3" STEEL GALVANIZEDWELDED WIRE MESHSALVAGED RED PINE SEAT TOPGRADE BEYONDEXISTING SUBGRADECOMPACTED SUBGRADECOMPACTED AGGREGATE BASE#8 REBAR, 2' 8" LENGTHEMBED IN CONCRETE FOOTING3" X 3" STEEL GALVANIZEDWELDED WIRE MESHSALVAGED RED PINE SEAT TOPADJACENT SURFACING, SEE PLANSNOTE: FILL GABION BASKETS WITHSALVAGED CONCRETE RUBBLE FROMLIBRARY BUILDING DMEOLITION; MIN.DIAMETER 4" - MAX. DIAMETER 10"24"22"3" 18" 8"6"2' 2"18"3"24" O.C.3"12"9"9" ROCKMAINTENANCE STRIP15" 3"FILTER FABRIC15"6" PERFORATEDDRAINTILEHARDWOODMULCHSTEEL EDGEEXTERIOR WALL AND STEEL PLATE;SEE ARCHITECTURALROCK MULCH; PROVIDE MULCH TOTO REVEAL OF WALLLANDSCAPE FABRICPREPARED SUBGRADEPLANTING SOIL 24" FROMFACE OF WALL3'12L102No Scale ROCK MULCH MAINTENANCE STRIPROUGH QUARRIED LIMESTONE STEPPERS.MATERIAL AND PLACEMENT F IELD APPROVED BYPROJECT LANDSCAPE ARCHITECT - APPROX. SIZE :H - 15 " (± 4")D - 12 " (± 4")L - 24" (± 4")36"24"TO PCLASS 5 BASE; COMPACT TOMINIMUM 85% PROCTORDENSITY BENEATHLIMESTONE STEPPERSSUBGRADELIMESTONE BOULDERSTEPPERS5"6"4"4"15" ± 4"WIDTH VARIES 7L102No ScaleRIBBON CURB AT TRAILCOMPACTED ORUNDISTURBED SUBGRADEASPHALT TRA ILSLOPE TO MATCHEXISTING ASPHALT8"12"3" WEAR COURSE13L102No ScaleGRAVEL PATHWAY4" GRAVELCOMPACTED SUBGRADECOMPACTED OR UNDISTURBED SUBGRADE4"4"6"10" - 14" (+/-)16L102No Sca le CONCRETE BOARDWALK DETAILSTYPICAL SECTIONPERMATRAK CURB (TYP.)17'-7"144'127'-7"TYPICAL PRECAST ABUTMENT DETAILTYPICAL PIER CONNECTION DETAILSECTION 1 - CIP CONCRETE PIERSECTION 2 - CURB ATTACHMENTA. CURB DETAIL2 1AAPPROXIMATE GRADE18" DIA. CAST IN PLACECONCRETE PIER (TYP.)7" X 9 12" PERMATRAK BEAM (TYP.)5 12" TH ICK PERMATRAK TREADAPPROXIMATE GRADETHREADED BAR CONNECTION FROM BEAM TO FOUNDATIONPERMATRAK TREAD (TYP.)BEGINNING OR ENDINGOF BOARDWALK18" RUBBER LEVELING PAD(SUPPLIED BY PERMATRAK)PERMATRAK BEAM4" MIN. THICK UNREINFORCED CONCRETE PAD(2500 PSI MIN. COMPRESSIVE STRENGTH)PROPOSED PATH (AT GRADE)PERMATRAK ABUTMENTPERMATRAK BEAM (TYP.)APPROXIMATE GRADE18" RUBBER LEVEL ING PAD(SUPPLIED BY PERMATRAK)PERMATRAK TREAD (TYP.)CURB BEYONDTHREADED BAR CONNECTION FROMBEAM TO FOUNDATION (TYP.)CAST IN PLACE PIER#3 @ 1' O.C. (1' LAP)6 - #6 VERTICAL BARSEQUALLY SPACED1'-6"3"CLEAR4 12"5 12"PERMATRAK CURBNOTES:1.2" D IAMETER PREFORMED HOLES SUPPLIED BYPERMATRAK.2.CONNECTION HARDWARE SUPPLIED BY PERMATRAK.3.FILL OVERSIZED DOWEL HOLES WITH SIKAFLEX-11 FCOR APPROVED EQUAL.4.AFTER TIGHTENING NUT, DEFORM THREADS ON RODTO PREVENT LOOSENING.5.THREADED ROD SHALL BE GALVANIZED AND HAVECOARS COILED THREADS TO FIT A MEADOW BURKECX-28 COIL WINGNUT INSERT.6.PROVIDE SHOP DRAWINGS.6"3"5 12"2" +- GAP34" DIA. X 10" COILED ROD W/ NUTAND OVERSIZED WASHER(GALVANIZED). SEE NOTES.SIKAFLEX - 11 FC EXPANSIVEFILLER MATERIAL (TYP.)PERMATRAK CURB12" MAX. TYP.8"6"6"10L102No ScaleGABION RETAINING WALL WITH SEAT TOPADJACENTLANDSCAPE AREASECTION24"22"3" 18" 8"6"2' 2"15"ELEVATION#8 REBAR, 20" LENGTH24" O.C.3" X 3" STEEL GALVANIZEDWELDED WIRE MESHSALVAGED RED PINE SEAT TOPNOTE: FILL GABION BASKETS WITHSALVAGED CONCRETE RUBBLE FROMLIBRARY BUILDING DMEOLITION; MIN.DIAMETER 4" - MAX. DIAMETER 10"18"3"24" O.C.3"12"15"EXISTING SUBGRADECOMPACTED SUBGRADECOMPACTED AGGREGATE BASE#8 REBAR, 2' 8" LENGTHEMBED IN CONCRETE FOOTING3" X 3" STEEL GALVANIZEDWELDED WIRE MESHSALVAGED RED PINE SEAT TOPADJACENT SURFACING, SEE PLANS15L102No ScaleSTONE OUTCROPPINGLIMESTONE BOULDER OUTCROPPINGSUBGRADE COMPACTED TO95% STANDARD PROCTOR6" COMPACTED CLASS 5 BASE;MNDOT 3138 100% CRUSHEDCRUSHED GRANITE PLAZASET BLOCK MIN. 6"BELOW GRADE17L102No ScaleCIP CONCRETE STAIRS WITH RAILING1'3"7"TYP.12" TYP.#4 REBAR @ 12" O.C. TYP.COMPACTED SUBGRADEDENSE GRADED BASEPLANSECTIONHANDRAILTOP OF STAIREDGE OF STAIRBOTTOM OF STAIRHANDRAIL POST1" x 2" STAINLESS STEEL HANDRAIL.NOTE:1. ALL WEDLS TO BE CONTINUOUS ANDGROUND SMOOTH.2. PROVIDE SHOP DRAWINGS.HANDRAIL POSTBOLT ON PERMANUFACTURER'SSPECIFICATIONS9"6"CIP CONCRETE STAIRS36"EXPANSION JOINT2%18L102No Scale CONCRETE PAVERS WITH RIBBON CURB20L102No ScaleVEHICLE BARRIER AT PAVERS24"LIMESTONE BLOCK: CUTFINISH TOP AND BOTTOM;SPLIT FACE SIDES .12"LIMESTONE BLOCKS.MATERIAL AND PLACEMENT FIELD APPROVED BYPROJECT LANDSCAPE ARCHITECT - APPROX. SIZE:H - 18"D - 24"L - 36"36"24"TO P18"4"18" CUT STONE TOP AND BOTTOM. SPLIT FACE ALL SIDES.ADJACENT RIBBON CURBEXPANSION JOINT MATERIALCONCRETE PAD38" SS STONE DOWEL. SET DOWEL MIN.12" FROM STONE FACE, ALL SIDES.EMBED IN CONCRETE FOOTING.TWO DOWELS PER STONE ALONGCENTERLINE - 12" O.C.12"6"8"21L102No ScaleVEHICLE BARRIER AT CONCRETE24"LIMESTONE BLOCK: CUTFINISH TOP AND BOTTOM;SPLIT FACE SIDES.5"18"CONCRETE PAD38" SS STONE DOWEL. SET DOWEL MIN.12" FROM STONE FACE, ALL SIDES.EMBED IN CONCRETE FOOTING .ONE DOWEL PER STONE - CENTERED.LIMESTONE BLOCKS.MATERIAL AND PLACEMENT FIELD APPROVED BYPROJECT LANDSCAPE ARCHITECT - APPROX. S IZE:H - 18"D - 24"L - 24"24"24"TO P18" CUT STONE TOP AND BOTTOM . SPLIT FACE ALL SIDES.12"6" THICKENED EDGESECTION6" DENSE GRADED BASE COURSECOMPACTED SUBGRADEADJACENT CONCRETE PAVEMENTTHICKENED EDGE AT CROSSING6" DENSE GRADEDBASE COURSECONCRETEBOARDWALKABUTMENTASPHALT TRAIL2L50014L102No ScaleCONCRETE THICKENED EDGECONCRETE PAVEMENT - REFER TO L101FOR TYPE AND THICKNESSCOMPACTED CLASS 5 BASE - REFER TO L101 FORTYPE AND THICKNESSCOMPACTED OR UNDISTURBEDSUBGRADECONCRETE BOARDWALK ABUTMENTEXPANSION JOINT24"12"LIMESTONE BLOCKS.MATERIAL AND PLACEMENT FIELD APPROVED BYPROJECT LANDSCAPE ARCHITECT - APPROX. SIZE:H - 18"D - 24"L - 36"36"24"TO P18"4"18" CUT STONE TOP AND BOTTOM. SPL IT FACE ALL SIDES.12"4"LIMESTONE BLOCK: CUTFINISH TOP AND BOTTOM;SPLIT FACE SIDES.ADJACENT PLANTING AREAEXPANSION JOINTCONCRETE PAD38" SS STONE DOWEL. SET DOWEL MIN.12" FROM STONE FACE, ALL SIDES.EMBED IN CONCRETE FOOTING.TWO DOWELS PER STONE ALONGCENTERLINE - 12" O.C.ADJACENT 4" THICKCITY SIDEWALK4" COMPACTED CLASS 5 BASE.COMPACTED SUBGRADE22L102No ScaleVEHICLE BARRIER AT PLANTING AREA02/10/25 IFPR LAYOUT + MATERIALSDETAILSBRITTA HANSEN2/6/202553307Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd.ISSUE / REVISIONDateMark DescriptionI hereby ce rti fy that th is p lan , speci fication or repo rtwas prepared by me o r under my di rect supe rv isionand that I am a duly L icensed Landscape Archi tectunder the laws of the State of M inneso ta .SignaturePrint NameDateLicense No510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336Architecture and Interiors County Project No: 1005259County Contrac t No: PR00006399County Fac ilty No: 071County Project Manger: L iz VeaderkoOwnerHennepin County MinnesotaFacility Services DepartmentA2208 Government Center, 300 South Sixth Stree tMinneapolis, MN 55487 | 612-596-6949 2/5/2025 3:19:02 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvtCivil and LandscapeEOR1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448Studio NYL219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145Structural and FacadeMechanical, Electrica l and PlumbingVictus Engineering2327 Wycliff St Su ite 230, St Pau l, MN 55114 | 612 .859.8299TechnologyKCL300 4th St, West Des Mo ines, IA 50265 | 515.724 .7938LightingMazzetti1999 Broadway , Denver , CO 80202 | 720.644 .5032PLANNING REVIEWAcousticKRA4826 Chicago Ave, Minneapo lis, MN 55417 | 612.374.3800MSR Project No: 2023021Southdale Library+ Edina Art Center7001 York Ave S, Edina, MN 55435Page 834 of 1184 GGGG GCFCFCF CFCFCFCFCFCFCF CF CFCFCFWest 7 0 t h S t .X e r x e s A v e S . Y o r k A v e S . ( C o . R d . N o . 3 1 )T-UT-UT-UT-U T-U T-U T-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-U T-U T-U T-UT-U T-U T-U T-UT-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-UT-U T-U T-U T-U T-U T-U T-U T-U T-U T-UT-U T-U T-U T-U T-U T-U 15 - JM32 - TD28 - TD5 - VB1 - CM2 - UP22 - CO3 - QV2 - UP22 - CO2 - QA6 - LL3 - PS2 - LL6 - BA7 - TM5 - LL2 - BA6 - QM3 - TM3 - PS3 - CO36 - QA23 - JE3 - CO4 - JE3 - US3 - QB2 - QM9 - AF2 - QB2 - QM1 - QA1 - CC1 - PS1 - QM1 - JE1 - QM1 - PS1 - QA9 - GI1 - CC1 - CO1 - CO5 - BR1 - ON2 - ON8 - BR5 - ON5 - ON8 - JN5 - CR5 - CR6 - CR3 - AL1 - AL1 - AL5 - AG2 - AL4 - CM92 - PR3 - CO28 - CO25 - CA33 - CA35 - CA32 - PB3 - QB3 - QV3 - QB5 - JMPROPERTY BOUNDARYPROPERTY BOUNDARY PROPERTY BOUNDARY PROPERTY BOUNDARY TREE AND SHRUB SCHEDULESYMBOLCODEBOTANICAL / COMMON NAMESIZECONTAINERQTYCONIFEROUS TREESJEJuniperus virginiana / Eastern Redcedar4` Ht.Cont.8JNJuniperus virginiana 'J.N. Select Green' / EmeraldFeather™ Eastern Redcedar4` Ht.Cont.8PBPinus banksiana / Jack Pine4` Ht.Cont.2PSPinus strobus / White Pine15 gal.Cont.8DECIDUOUS SHRUBSCO2Cephalanthus occidentalis / Buttonbush5 gal.Cont.11CRCornus sericea / Red Twig Dogwood5 gal.Cont.16CA3Corylus americana / American Hazelnut5 gal.Cont.13PRPhysocarpus opulifolius 'ZLEYel2' / RaspberryLemonade™ Ninebark3 gal.Cont.92VBViburnum prunifolium / Blackhaw Viburnum5 gal.Cont.5DECIDUOUS TREESBABetula alleghaniensis / Yellow Birch15 gal.Cont.8BRBetula nigra / River Birch15 gal.Cont.2CCCarya cordiformis / Bitternut Hickory1.5"Cal.B.R.2CO3Carya ovata / Shagbark Hickory1.5"Cal.B.R.3COCeltis occidentalis / Common Hackberry1.5"Cal.B.R.9GIGleditsia triacanthos inermis 'Suncole' / Sunburst®Honey Locust1.5"Cal.B.R.9LLLarix laricina / Tamarack10 gal.Cont.13ONOstrya virginiana `JFS-KW5` / Autumn Treasure®American Hophornbeam15 gal.Cont.6QAQuercus acuminata / Chinkapin Oak1.5"Cal.B.R.4QA2Quercus alba / White Oak1.5"Cal.B.R.6QBQuercus bicolor / Swamp White Oak1.5"Cal.B.R.9QMQuercus macrocarpa / Burr Oak1.5"Cal.B.R.10QVQuercus velutina / Black Oak2" Cal.6TMTilia americana `McKSentry` / American Sentry® Linden10 gal.Cont.10USUlmus americana `St. Croix` / First Editions® St Croix™American Elm15 gal.Cont.3UP2Ulmus x 'New Horizon' / New Horizon Elm15 gal.Cont.4EVERGREEN SHRUBSJMJuniperus chinensis 'Mint Julep' / Mint Julep Juniper5 gal.Cont.20TDTaxus x media 'Dark Green Spreader' / Dark GreenSpreader Yew5 gal.Cont.59FLOWERING TREESALAmelanchier laevis / Allegheny Serviceberry Multi-trunk15 gal.Cont.3AGAmelanchier x grandiflora `Autumn Brilliance` / AutumnBrilliance Apple Serviceberry10 gal.Cont5CMCercis canadensis `Minnesota Strain` / Minnesota StrainEastern Redbud10 gal.Cont.1SYMBOLCODEBOTANICAL / COMMON NAMESIZEQTYS1BWSR Stormwater Seed MixSeed21,352 sfP2Gen Roof Planting AreaCont.2,359 sfS4Mesic Prairie Seed MixSeed79,990 sfNVMNative Vegetated MatFieldGrown28,599 sfS3Native Wetland Seed MixSeed39,039 sfP1Shrub / Perennial Planting AreaCont.6,064 sfS2Turf SeedSeed30,031 sfS5Upland Prairie Seed MixSeed10,402 sfRESTORATION AREASPLANT QUANTITIESTYPESIZEQTYPERENNIAL FORB1 Gal.1,816PERENNIAL GRASS1 Gal.1,782DECIDUOUS SHRUB2 Gal.165DECIDUOUS SHRUB3 Gal.483DECIDUOUS SHRUB5 Gal.45CONIFEROUS SHRUB5 Gal.79DECIDUOUS TREE10 Gal. Cont.23DECIDUOUS TREE15 Gal. Cont.23DECIDUOUS TREE1.5" Cal. BR52DECIDUOUS TREE2" Cal. BR6FLOWERING TREE10 Gal. Cont.6FLOWERING TREE15 Gal. Cont.3CONIFEROUS TREE4' Ht. B&B18CONIFEROUS TREE15 Gal. Cont.8L103TREE PLANTING, TYPICAL1L105NW PLAZA ENLARGEMENT PLAN2L104SOUTH PLAZA ENLARGEMENT PLAN1L104ROOFTOP TERRACE PLANTING PLAN3L104TREE TRENCH TREES -REFER TO CIVILEXISTING TREE -PRESERVE AND PROTECTEXISTING TREES -PRESERVE AND PROTECTTREE TRENCH ENLARGEMENT PLAN4L10402/10/25 IFPR 7L1058L105PLANTING LAYOUT PLANSYMBOLDESCRIPTIONBWSR Stormwater Seed MixGreen Roof Planting AreaMesic Prairie Seed MixNative Vegetated MatNative Wetland Seed MixShrub / Perennial Planting AreaTurf SeedUpland Prairie Seed MixRESTORATION AREAS LEGEND7L1057L105SHRUB PLANTING, TYPICAL2L105BRITTA HANSEN2/6/202553307Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd.ISSUE / REVISIONDateMark DescriptionI hereby ce rti fy that th is p lan , speci fication or repo rtwas prepared by me o r under my di rect supe rv isionand that I am a duly L icensed Landscape Archi tectunder the laws of the State of M inneso ta .SignaturePrint NameDateLicense No510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336Architecture and Interiors County Project No: 1005259County Contrac t No: PR00006399County Fac ilty No: 071County Project Manger: L iz VeaderkoOwnerHennepin County MinnesotaFacility Services DepartmentA2208 Government Center, 300 South Sixth Stree tMinneapolis, MN 55487 | 612-596-6949 2/5/2025 3:19:02 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvtCivil and LandscapeEOR1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448Studio NYL219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145Structural and FacadeMechanical, Electrica l and PlumbingVictus Engineering2327 Wycliff St Su ite 230, St Pau l, MN 55114 | 612 .859.8299TechnologyKCL300 4th St, West Des Mo ines, IA 50265 | 515.724 .7938LightingMazzetti1999 Broadway , Denver , CO 80202 | 720.644 .5032PLANNING REVIEWAcousticKRA4826 Chicago Ave, Minneapo lis, MN 55417 | 612.374.3800MSR Project No: 2023021Southdale Library+ Edina Art Center7001 York Ave S, Edina, MN 55435Page 835 of 1184 SANSANSANSANSANSANSANSANSANSANSANSANSAN SAN SAN SAN 10 - DL56 - DL59 - SH48 - SM47 - RU30 - PS211 - SH16 - SM15 - RU11 - SB30 - SH44 - SM43 - RU32 - SB«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT «DT «DT «DT ««DT«DT«DT«DT «DT«DT«DT«DT«DT«DT«DT «DT«DT«DT«DT «DT «DT «DT «DT«DT«DT «DT ««DT««DT126 - RG39 - RG147 - KM19 - AT19 - P215 - PG17 - SM35 - SH64 - AC58 - GT27 - BB58 - AU13 - SO16 - RU27 - SM46 - SH76 - AC60 - BB98 - GT23 - SO83 - AU31 - RU26 - SM42 - SH69 - AC72 - AU46 - BB23 - RU18 - SO80 - GTNO PARKING280 - DL«DT«DT«DT «DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT «DT«DT«DT«DT«DT«DT«DT«DT«DT «DT «DT «DT «DT «DT «DT «DT «DT «DT «DT «DT «DT «DT «DT «DT «DT «DT «DT «DT «DT «DT ««DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT «DT«DT «DT «DT «DT «DT «DT««DT«DT«DT«DT«DT«DT«DT««DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT «DT«DT«DT«218 - KM35 - AC28 - PG27 - SH24 - AC232 - SH44 - RU301 - KM25 - AT21 - P233 - BB40 - AU57 - GT11 - SO30 - SH42 - RU25 - AT30 - P2338 - KM25 - PG21 - SH28 - RU23 - PG27 - P2180 - KM26 - BB26 - AC6 - SO33 - AU42 - GT20 - PG33 - AC18 - RU22 - AT15 - RUNW ENTRY PLANT SCHEDULESYMBOLCODEBOTANICAL / COMMON NAMESIZEQTYDECIDUOUS SHRUBSDLDiervilla lonicera / Bush Honeysuckle3GAL.66TOTAL SHRUBS: 66GRASSESPS2Panicum virgatum 'Shenandoah' / ShenandoahSwitch Grass1GAL.30SBSchizachyrium scoparium 'MinnblueA' / BlueHeaven® Little Bluestem1GAL.43SHSporobolus heterolepis / Prairie Dropseed1GAL.100TOTAL GRASSES: 173PERENNIALSRURudbeckia x 'American Gold Rush' / AmericanGold Rush Coneflower1GAL.105SMSalvia nemorosa 'May Night' / May NightMeadow Sage1GAL.108TOTAL PERENNIALS: 213SOUTH PLAZA PLANT SCHEDULESYMBOLCODEBOTANICAL / COMMON NAMESIZEQTYDECIDUOUS SHRUBSRGRhus aromatica `Gro-Low` / Gro-Low Fragrant Sumac2Gal.165TOTAL SHRUBS: 165GRASSESBBBouteloua gracilis 'Blonde Ambition' / Blonde Ambition Blue Grama1 gal.133SHSporobolus heterolepis / Prairie Dropseed1 gal.123KMKoeleria macrantha / Prairie Junegrass1 gal.147TOTAL GRASSES: 403PERENNIALSACAllium cernuum / Nodding Onion1 gal.209AUAnemone patens / Eastern Pasqueflower1 gal.213ATAsclepias tuberosa / Butterfly Milkweed1 gal.19GTGeum triflorum / Prairie Smoke1 gal.236PGPenstemon gracilis / Slender Beardtongue1 gal.15P2Penstemon grandiflorus / Large Beardtongue1 gal.19RURudbeckia x 'American Gold Rush' / American Gold Rush Coneflower1 gal.70SMSalvia nemorosa 'May Night' / May Night Meadow Sage1 gal.70SOSymphyotrichum oblongifolium / Fall Aster1 gal.54TOTAL PERENNIALS: 905TREE TRENCH PLANT SCHEDULESYMBOLCODEBOTANICAL / COMMONNAMESIZEQTYDECIDUOUS SHRUBSDLDiervilla lonicera /Bush Honeysuckle3GAL.280GREEN ROOF AND EAC PLAZA PLANT SCHEDULESYMBOLCODEBOTANICAL / COMMON NAMESIZEQTYGRASSESBBBouteloua gracilis 'Blonde Ambition' / BlondeAmbition Blue Grama1 gal.59KMKoeleria macrantha / Prairie Junegrass1 gal.1,037SHSporobolus heterolepis / Prairie Dropseed1 gal.110TOTAL GRASSES: 1,206PERENNIALSACAllium cernuum / Nodding Onion1 gal.94AUAnemone patens / Eastern Pasqueflower1 gal.73AC2Aquilegia canadensis / Eastern Columbine1 gal.24ATAsclepias tuberosa / Butterfly Milkweed1 gal.72GTGeum triflorum / Prairie Smoke1 gal.99PGPenstemon gracilis / Slender Beardtongue1 gal.96P2Penstemon grandiflorus / Large Beardtongue1 gal.78RURudbeckia x 'American Gold Rush' / AmericanGold Rush Coneflower1 gal.145SOSymphyotrichum oblongifolium / Fall Aster1 gal.17TOTAL PERENNIALS: 698L104NBAR IS ONE INCH ONOFFICIAL DRAWINGS IF NOT ONE INCH ADJUSTSCALE ACCORDINGLY 01"SCALE IN FEET0'20'5'10'NBAR IS ONE INCH ONOFFICIAL DRAWINGSIF NOT ONE INCH ADJUSTSCALE ACCORDINGLY 01"SCALE IN FEET0'20'5'10'L1042NW PLAZA DETAIL PLANTING PLAN1" = 10'L1041SOUTH PLAZA DETAIL PLANTING PLAN1" = 10'PERENNIAL PLANTING, TYPICAL5L1054L1053L105COVER ALL GREEN ROOF PLANTINGAREAS WITH SEDUM BLANKET;PLANT PERENNIALS INTO BLANKET.L1044TREE TRENCH DETAIL PLANTING PLAN1" = 20'NBAR IS ONE INCH ONOFFIC IAL DRAWINGS IF NOT ONE INCH ADJUSTSCALE ACCORDINGLY01"SCALE IN FEET0'40'10'20'02/10/25 IFPR L1043GREEN ROOF TERRACE + EAC DETAIL PLANTING PLAN1" = 10'DETAIL PLANTING PLANSSHRUB PLANTING,TYPICAL2L105BRITTA HANSEN2/6/202553307Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd.ISSUE / REVISIONDateMark DescriptionI hereby ce rti fy that th is p lan , speci fication or repo rtwas prepared by me o r under my di rect supe rv isionand that I am a duly L icensed Landscape Archi tectunder the laws of the State of M inneso ta .SignaturePrint NameDateLicense No510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336Architecture and Interiors County Project No: 1005259County Contrac t No: PR00006399County Fac ilty No: 071County Project Manger: L iz VeaderkoOwnerHennepin County MinnesotaFacility Services DepartmentA2208 Government Center, 300 South Sixth Stree tMinneapolis, MN 55487 | 612-596-6949 2/5/2025 3:19:02 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvtCivil and LandscapeEOR1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448Studio NYL219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145Structural and FacadeMechanical, Electrica l and PlumbingVictus Engineering2327 Wycliff St Su ite 230, St Pau l, MN 55114 | 612 .859.8299TechnologyKCL300 4th St, West Des Mo ines, IA 50265 | 515.724 .7938LightingMazzetti1999 Broadway , Denver , CO 80202 | 720.644 .5032PLANNING REVIEWAcousticKRA4826 Chicago Ave, Minneapo lis, MN 55417 | 612.374.3800MSR Project No: 2023021Southdale Library+ Edina Art Center7001 York Ave S, Edina, MN 55435Page 836 of 1184 34.32'45.31'5'6'SIDEWALKXERXES AVE SPARKING LOT34.32'45.31'5'6'SIDEWALKXERXES AVE SPARKING LOTL1051L105No Scale TREE PLANTING2L105No Scale SHRUB PLANTING3L105No ScalePERENNIAL CONTAINER PLANTING4L105No ScalePERENNIAL PLUG PLANTING SPACING6L105No ScaleTREE STAKINGPLANTS SHOULD BE AT THE PROPER DEPTHWHEREBY THE BEGINNING TAPER OF THE ROOTFLARE IS AT THE SAME ELEVATION AS THEFINISHED SOIL GRADE. THIS SHOULD BE THE SAMEDEPTH AS THE PLANTS WERE GROWN IN THENURSERY. NOTE THAT THE ROOTS OF BALLED ANDBURLAPPED PLANTS ARE UNACCEPTABLE WHENTHEY ARE COVERED BY MORE THAN 4" OF SOIL ONTHE TOP OF THE BALL.THE CONTRACTOR IS RESPONSIBLE FOR MAINTAININGALL TREES IN A PLUMB POSITION THROUGH THEWARRANTY PERIOD. STAKING IS NOT PERMITTED.PRUNE DAMAGED AND CROSSING BRANCHES AFTERPLANTING IS COMPLETE.REMOVE ALL FLAGGING AND LABELING FROM TREE.WATER TREE THOROUGHLY DURING PLANTINGOPERATIONS. PLACE BACKFILL IN 8-12" LIFTS ANDSATURATE SOIL WITH WATER. DO NOT COMPACTMORE THAN NECESSARY TO MAINTAIN PLUMB.CREATE A SHALLOW RING DEPRESSION AROUNDTREE TO RETAIN WATER.PLANTING SOIL - PER SPEC. 329300. SCARIFYBOTTOM AND SIDES OF HOLE PRIOR TO PLANTING.2X ROOT BALLCONTAINER ORDIA. WIDTHROOT BALL SET ON MOUNDED SUBGRADE.REMOVE BURLAP, TWINE, ROPE, AND WIRE FROMTOP HALF OF ROOT BALLROOT BOUND CONTAINER TREES TO BESCARIFIED ON THE SIDES AND BOTTOM.MULCH - 3" DEPTH - SHREDDED HARD WOOD SHALLBE SUBSTANTIALLY FREE OF MOLD, DIRT, SAWDUST,AND FOREIGN MATERIAL AND SHALL NOT BE IN ANADVANCED STATE OF DECOMPOSITION. THEMATERIAL SHALL PASS A 4" SCREEN AND NOT MORETHAN 20% BY MASS OF THE MATERIAL SHALL PASSA .1 SIEVE MAX. LENGTH OF INDIVIDUAL PIECES NOTTO EXCEED 20". NO MULCH TO LAY AGAINST TRUNKOR COLLAR.PROVIDE FLEXIBLE, CORRUGATED TREEPROTECTION ON ALL DECIDUOUS TREES UNLESSOTHERWISE SPECIFIED.2X ROOTBALL WIDTH3" DEEP SHREDDED HARDWOODMULCH; DO NOT PLACE MULCH INCONTACT WITH STEMS OR BRANCHESBACKFILL HOLE WITH PLANTING SOIL.PLANTING SOIL: SEE SPEC.SHRUBS TO BE PLACED SO THAT TOPOF CONTAINER S ITS FLUSH WITHPROPOSED GRADE. SET ROOT BALLJUST ABOVE GRADELOOSEN ROOTS OF ALL CONTAINERIZEDPLANTS AND SCARIFY BOTTOM ANDSIDES OF HOLE PRIOR TO PLANTING.UNDISTURBED SOILSET ON MOUNDED GRADE ON FIRMSOIL BASE. WATER SHRUBTHOROUGHLY AFTER PLANTING4"PLANTS TO BE PLACED SO THATTOP OF CONTA INER SITS FLUSHWITH PROPOSED GRADE.3" DEEP SHREDDED HARDWOODMULCH AND PRE-EMERGENTHERBICIDE; DO NOT PLACE MULCH IN CONTACT W ITH PLANT STEMS.SET ON MOUNDED GRADE ON FIRMSOIL BASE. WATER PLANTSTHOROUGHLY AFTER PLANTING.HAND LOOSEN ROOTS OF CONTAINERMATERIALBACKFILL HOLE WITH PLANTING SOIL.SEE SPEC. FOR SOIL COMPONENTSREFER TO PLANFOR SPACING UNDISTURBED SOILROOT CROWN FLUSH WITH GRADE.3" DEEP SHREDDED HARDWOODMULCH AND PRE-EMERGENTHERBICIDE; DO NOT COVER PLANTSTEMS WITH MULCHCREATE 6" DEEP PLANTING HOLEAND SET PLUGBACKFILL HOLE WITH PLANTING SOIL.SEE SPEC. FOR SOIL COMPONENTSREFER TO PLANFOR SPACING UNDISTURBED SOIL 12'HAND LOOSEN ROOTS OF PLUGEQUAL O.C.EQUAL O.C.60°PLANT SPACINGPER PLAN O.C.5L105No ScalePERENNIAL PLANTING SPACING6'-0"2'-0"PLAN VIEWDE-GLAZE SIDES OF PITBEFORE PLANTING3" DEPTH SHREDDEDHARDWOOD MULCHROOT/SOIL BALLSET ROOT FLARE 2-3" ABOVEEXISTING GRADEEXISTING GRADE32" LONG NON-ABRASIVERUBBER TIESTWO (2) THREE INCH LODGE POLEPINE STAKES. INSTALL APPROX.2" AWAY FROM EDGE OF ROOTBALL. STAKE LOCATION SHALLNOT INTERFERE WITHPERMANENT BRANCHES.RUBBER TREE TIESLODGE POLE STAKESPREVAILINGWIND8L105No ScaleSCREENING SECTION 102/10/25 IFPR 9L105No Scale SCREENING SECTION 2PLANTING DETAILSNOTE:1. SEE SPECIFICATIONS FOR ADDITIONAL TREE PROTECTION REQUIREMENTS .2. NO PRUNING SHALL BE PERFORMED.3. NO EQUIPMENT SHALL OPERATE INSIDE THE PROTECTIVE FENCING,INCLUDING DURING FENCE INSTALLATION AND REMOVAL.CROWN DRIP LINE 4'-0"KEEP OUTTREEPROTECTIONAREATREE PROTECTION FENCE:HIGH DENSITYPOLYETHYLENE FENCINGWITH 3.5" x 1.5" OPENINGS;COLOR - ORANGE. STEELPOSTS INSTALLED AT 8' O.C.2" x 6' STEEL POSTS ORAPPROVED EQUAL5" THICK LAYER OF MULCHMAINTAIN EXISTING GRADEWITH THE TREE PROTECTIONFENCE UNLESS OTHERWISEINDICATED ON PLANS8.5" x 11" SIGNLAMINATED INPLASTIC SPACEDEVERY 50' ALONGFENCE7L105No ScaleTREE PROTECTION FENCEBRITTA HANSEN2/6/202553307Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd.ISSUE / REVISIONDateMark DescriptionI hereby ce rti fy that th is p lan , speci fication or repo rtwas prepared by me o r under my di rect supe rv isionand that I am a duly L icensed Landscape Archi tectunder the laws of the State of M inneso ta .SignaturePrint NameDateLicense No510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336Architecture and Interiors County Project No: 1005259County Contrac t No: PR00006399County Fac ilty No: 071County Project Manger: L iz VeaderkoOwnerHennepin County MinnesotaFacility Services DepartmentA2208 Government Center, 300 South Sixth Stree tMinneapolis, MN 55487 | 612-596-6949 2/5/2025 3:19:02 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvtCivil and LandscapeEOR1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448Studio NYL219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145Structural and FacadeMechanical, Electrica l and PlumbingVictus Engineering2327 Wycliff St Su ite 230, St Pau l, MN 55114 | 612 .859.8299TechnologyKCL300 4th St, West Des Mo ines, IA 50265 | 515.724 .7938LightingMazzetti1999 Broadway , Denver , CO 80202 | 720.644 .5032PLANNING REVIEWAcousticKRA4826 Chicago Ave, Minneapo lis, MN 55417 | 612.374.3800MSR Project No: 2023021Southdale Library+ Edina Art Center7001 York Ave S, Edina, MN 55435Page 837 of 1184 3 1711151923 30 33 37 41 42 43 45 4748525660 61 62 63 67 71 29 27 248121620 24 46 26 28 31 32 34 35 36 38 39 40 44 49505155 54 53575859 666564 68 69 70 747372 5691014 1318 1722 21 25 FM STORAGE JAN STAIR 01 MPOP HC MDF MECHANICAL LIBRARY ELEC LOADING + SERVICE EAC ELEC EAC WORKSHOP STAIR 02 ELEC EQUIP PARKING ELEVELEV 0 4 8 3216 Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County Minnesota Facility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/6/2025 11:46:23 AM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvtAP100 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and Facade Mechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 PLANNING REVIEW Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LOWER LEVEL FLOOR PLAN MSR Project No: 2023021 Southdale Library + Edina Art Center 7001 York Ave S, Edina, MN 55435 02/10/25 1/8" = 1'-0"AP100 1 LOWER LEVEL FLOOR PLAN Page 838 of 1184 VESTIBULE BREAKROOM HOLDS SERVICE DESK WOMEN MEN JAN LAYOUT ROOM PES MEDIUM STUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUM STUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETING ROOM PRINT STG STUDY STUDY MULTI PURPOSE ROOM STUDY STUDYSTG STAIR 01 STAIR 02 ELEVELEV 0 4 8 3216 1/8" = 1'-0"AP101 1 LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County Minnesota Facility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/6/2025 11:47:07 AM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvtAP101 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and Facade Mechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 PLANNING REVIEW Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library + Edina Art Center 7001 York Ave S, Edina, MN 55435 02/10/25 Page 839 of 1184 WDSTG MEETING ROOM WHEEL 1 OFFICE OPEN OFFICE LOCKERMAKERSPACE STG HANDBUILDING MEN LG STUDIO WHEEL 2 GALLERYGATHER STG ELEC KITCHENETTE WELL CLAY, TOOLS, LAUNDRY, JANITOR KILN GLAZE BAY RR/ MODELRR MED STUDIO GLAZE MIX SPRAY GIFT SHOP JAN OFFICE GEN STG HC IDF UNIVERSAL RR RR WIP RECEPTION WORK ROOM JAN WOMEN WIP OURDOOR PATIO STG OUTDOOR KILNS STAIR 01 ELEVELEV WIP EAC MDF CLAY MGR 0 4 8 3216 1/8" = 1'-0"AP102 1 LEVEL 2 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County Minnesota Facility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/6/2025 11:47:32 AM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvtAP102 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and Facade Mechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 PLANNING REVIEW Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL TWO FLOOR PLAN MSR Project No: 2023021 Southdale Library + Edina Art Center 7001 York Ave S, Edina, MN 55435 02/10/25 Page 840 of 1184 5 Existing grade plane per zoning ordinance 97’ Existing grade plane per zoning ordinance 97’ 2 2 2 5 3 3 9 8 ribbed aluminum panel, champagne ribbed aluminum panel, mechanical screen, champagne ribbed aluminum panel, champagne perforated aluminum, behind glass, painted white perforated aluminum, behind glass, painted white6stainless steel, brushed7smooth precast concrete with ribbed formwork, gray7smooth cast in-place concrete with ribbed formwork, gray 7 smooth precast concrete with ribbed formwork, grayaluminum louvers, champagne aluminum louvers, champagne 9 clear glass with dotted frit pattern for bird safety clear glass with dotted frit pattern for bird safety 8 clear glass with linear frit pattern for glare and bird safety clear glass with linear frit pattern for glare and bird safety1perforated aluminum, champagne 2 ribbed aluminum panel, mechanical screen, champagne Page 841 of 1184 2 2 5 3 3 4 9 9 8 8 1 Existing grade plane per zoning ordinance 97’ Existing grade plane per zoning ordinance 97’ 2 ribbed aluminum panel, champagneribbed aluminum panel, mechanical screen, champagne ribbed aluminum panel, champagne 2” perforated metal (white) 5 perforated aluminum, painted white aluminum louvers, champagne aluminum louvers, champagne perforated aluminum, champagne 4 perforated aluminum, champagne clear glass with dotted frit pattern for bird safety clear glass with dotted frit pattern for bird safety clear glass with linear frit pattern for glare and bird safety clear glass with linear frit pattern for glare and bird safety perforated aluminum, champagne Page 842 of 1184 1 2/10/2025 City of Edina Planning Division 4801 West 50th Street Edina, MN 55424 Re: 7001 York Ave S, Site Plan and Conditional Use Permit Application The following has been provided to address the Planning Department’s request for a written statement describing the intended use of the property and why the City should approve the property owner’s request. It includes a brief description of the property owner, the architect, and any similar projects we have completed. About the property owner/applicant: Hennepin County is the most populous county in the State of Minnesota. The County manages and maintains nearly 6.5 million square feet of building space across 45 municipalities. Hennepin County Library operates 41 facilities throughout the county. The Southdale branch has been operating at 7001 York Avenue since 1973, and for portions of that tenure has been accompanied by a county service center and courts facility. The Southdale library has been one of the most well-loved facilities in the Hennepin County Library system, with patrons utilizing the library from Edina, Richfield, Bloomington, South Minneapolis, and beyond. About the architect: MSR Design is an award-winning architecture and interior design firm, located in Minneapolis. Since 1981, our firm has produced work of enduring value: buildings that are expressly right for their time and place and that culturally and physically age gracefully. Our projects have proven to be resilient and cherished public centers of activity and community gathering. We tailor our design solutions to each client, resulting in a diverse mix of sustainable, equitable, healthy, beautiful projects. MSR Design has a robust portfolio of more than 280 libraries across the country, including locally, the renovation of Hennepin County Library’s Eden Prairie Library and Hennepin County Library’s Maple Grove Library. Examples of recent libraries MSR Design has completed include the L.E. Phillips Memorial Public Library in Eau Claire, Wisconsin, (winner of an AIA Minnesota Honor Award) and the Missoula Public Library Downtown Flagship Library in Missoula, Montana, (the first project in the Americas to be named the IFLA/Systematic Public Library of the Year). Page 843 of 1184 2 About the project, and justification for approval: The property owner is seeking site plan approval, and a conditional use permit to build a new public library on the site of the existing Southdale Library at 7001 York Ave S. The new library will include the Edina Art Center as a tenant on the second floor. Public institutions such as libraries and community art centers are enumerated conditional uses under the Edina Zoning Ordinance for this district. The proposed use is consistent in type and intensity with the past fifty years of history on the site. The existing Southdale Library has gone through multiple renovations to better serve patrons in the region since it opened in 1973 and the last renovation was completed in 1994. More than 51 years after its opening, the library has experienced dramatic changes in patron population, demographics, and technology. The current library has reached its maximum efficiency to accommodate these fast- evolving changes. Hennepin County plans to replace the current Southdale Library and Service Center with a new library, including the Edina Art Center (EAC) as a tenant on the same site at 7001 York Ave. Through a robust engagement process, including the City of Edina sketch plan process, the County has sought input from library patrons, and local residents, leading to proposed design. The existing parcel is 7.73 acres, and is extensively paved for surface parking. The southwest portion of the parcel sits below the 100-year flood plain and receives runoff from adjacent streets and parcels. This proposal envisions a new library building at the northwest portion of the site, complemented by an expansive, public green space on the south, achieved through the restoration of the natural landscape. The project aims to reintroduce biodiversity to the area, enhance resilience to handle storm events, and create educational and recreational spaces for a rapidly urbanizing community. The library is designed as a host for a partnership with the Edina Art Center. This collaboration promises mutual benefits, serving as a community hub to enhance the ability to serve the citizens of Edina and elevate the visibility and value of services by both beloved institutions. The project opens up opportunities for both entities to share and conserve resources, reach new audiences, and expand services and programs. The new library is designed to meet the ambitious sustainability objectives outlined in the Hennepin County Climate Action Plan, the Edina Climate Action Plan, and the State of Minnesota B3 Standards. The concept of Universal Design will be extensively incorporated, embracing a holistic approach to accessibility. This involves establishing grade-level connections to the building and site from all directions and ensuring barrier-free interior spaces. Page 844 of 1184 VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0 4 83216 1/8" = 1'-0"3 1LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt 3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and FacadeMechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0 4 8 3216 1/8" = 1'-0"3 1LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt 3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and Facade Mechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0 4 8 3216 1/8" = 1'-0"3 1 LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt 3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and Facade Mechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION PLANNING REVIEW concrete, grey,smooth formliner finish glass with custom birdsafe frit 3/8” perforated metal 2” perforated metal (white)aluminum corrugated panel,champagneperforated aluminum, pill-shaped, champagne 2”x4” dotted birdsafe frit glass stainless steel, brushed Level 2 Champagne elements Level 1 Neutral greys Exterior Materials MATERIAL BOARD aluminum fins, fin supports, & shadowbox metal behind glazing, champagne Refer to elevations for more information 1 2 3 4 5 6 7 8 9 Page 845 of 1184 VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0 4 83216 1/8" = 1'-0"3 1LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt 3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and FacadeMechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0 4 8 3216 1/8" = 1'-0"3 1LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt 3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and Facade Mechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0 4 8 3216 1/8" = 1'-0"3 1 LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt 3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and Facade Mechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION PLANNING REVIEW 3D VIEW North Entry from York + 70th Page 846 of 1184 VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0 4 83216 1/8" = 1'-0"3 1LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt 3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and FacadeMechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0 4 8 3216 1/8" = 1'-0"3 1LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt 3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and Facade Mechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0 4 8 3216 1/8" = 1'-0"3 1 LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt 3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and Facade Mechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION PLANNING REVIEW 3D VIEW South Landscape Page 847 of 1184 VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0 4 83216 1/8" = 1'-0"3 1LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt 3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and FacadeMechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0 4 8 3216 1/8" = 1'-0"3 1LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt 3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and Facade Mechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0 4 8 3216 1/8" = 1'-0"3 1 LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt 3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and Facade Mechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION PLANNING REVIEW 3D VIEW Southeast corner Page 848 of 1184 VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0 4 83216 1/8" = 1'-0"3 1LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt 3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and FacadeMechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0 4 8 3216 1/8" = 1'-0"3 1LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt 3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and Facade Mechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0 4 8 3216 1/8" = 1'-0"3 1 LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt 3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and Facade Mechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION PLANNING REVIEW 3D VIEW South Plaza Page 849 of 1184 VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0 4 83216 1/8" = 1'-0"3 1LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt 3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and FacadeMechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0 4 8 3216 1/8" = 1'-0"3 1LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt 3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and Facade Mechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0 4 8 3216 1/8" = 1'-0"3 1 LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt 3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and Facade Mechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION PLANNING REVIEW 3D VIEW South Plaza Page 850 of 1184 VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0 4 83216 1/8" = 1'-0"3 1LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt 3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and FacadeMechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0 4 8 3216 1/8" = 1'-0"3 1LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt 3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and Facade Mechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0 4 8 3216 1/8" = 1'-0"3 1 LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt 3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and Facade Mechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION PLANNING REVIEW 3D VIEW Wetland Page 851 of 1184 VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0 4 83216 1/8" = 1'-0"3 1LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt 3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and FacadeMechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0 4 8 3216 1/8" = 1'-0"3 1LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt 3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and Facade Mechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0 4 8 3216 1/8" = 1'-0"3 1 LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt 3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and Facade Mechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION PLANNING REVIEW 3D VIEW East Hill Summer Page 852 of 1184 VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0 4 83216 1/8" = 1'-0"3 1LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt 3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and FacadeMechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0 4 8 3216 1/8" = 1'-0"3 1LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt 3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and Facade Mechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0 4 8 3216 1/8" = 1'-0"3 1 LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt 3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and Facade Mechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION PLANNING REVIEW 3D VIEW East Hill Winter Page 853 of 1184 VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0 4 83216 1/8" = 1'-0"3 1LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt 3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and FacadeMechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0 4 8 3216 1/8" = 1'-0"3 1LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt 3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and Facade Mechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0 4 8 3216 1/8" = 1'-0"3 1 LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt 3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and Facade Mechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION PLANNING REVIEW 3D VIEW Green Roof Terrace Page 854 of 1184 1 2/10/2025 City of Edina Planning Division 4801 West 50th Street Edina, MN 55424 Re: 7001 York Ave S, Proposed Variance #1 – Building height Statutory requirement: 36-438(4) Building height in the Single Dwelling Unit (R-1) district. In the R-1 district, for all buildings and structures other than single dwelling unit buildings, attached and detached accessory structures, the maximum height is 3 stories or 40 feet, whichever is less. Requested variance: 2 stories above grade and 58 feet 9 inches high Clarification: Building Height is defined in 36-10, and is measured from the existing grade at the front of the proposed building to the top of the clerestory pop-up in the center of the roof. Note that the parapet at the perimeter of the proposed building is less than 40 feet high where facing residential districts in the City of Richfield. Property owner’s justification: 1. The new Hennepin County Southdale Library and Edina Art Center would directly replace the existing Hennepin County Southdale Regional Center on the same parcel from 1971 to today. Measured under the contemporary ordinance, the existing Southdale Library is part of the Southdale Regional Center which is made up of two facilities, one that was built in 1971 which is the 3 story operational Library and the other portion which is connect was built in 1973 which previously held a Hennepin County Service Site and District Courts site this portion is current vacant and is 2 stories. The highest point of the Regional Center is approximately 60 feet high above grade. The proposed building height is slightly less than the existing library on the parcel for the past fifty years. 2. The proposed design aims to be respectful of the surrounding context, particularly the scale of single-family housing along Xerxes, where the parcel borders a residential district in the City of Richfield. Existing topography results in a perceived height along Xerxes Avenue of approximately 26’-6” to the nearest parapet relative to the street. This is more sympathetic in scale to the adjacent single-story homes with ridgelines approximately 16’-6” high, relative to the street. The clerestory pop-up is set back an additional 25’-0” at the center of the façade to create the appearance of smaller scale at the building perimeter. 3. The proposed building is situated closest to the western edge of the parcel, where it abuts York Avenue and Planned Commercial District 3 (PCD-3) and Height Overlay District 8 (HOD-8) with a maximum height of 8 stories or 96’-0”. Nearby buildings within one block to the north, northwest, and south rise to heights of approximately 60’ (York Place Apartments), 118’ (Yorktown Continental), 135’ (Durham Apartments), and 230’ (Westin Hotel). Page 855 of 1184 2 4. The County has committed to creating a new library that meets the ambitious goals of their Climate Action Plan, and the City of Edina Climate Action plan, which both call for significant reductions in greenhouse gas emissions by 2030. The proposed building relies on the clerestory “pop-up” in the center of the roof to provide daylight deep into the core of the structure, and provide a south-facing slope for mounting photovoltaic panels. The indirect daylight is intended to improve occupant health and comfort while vastly reducing reliance on artificial light. This approach to daylight is a component of the plan to reduce operational carbon to a level that can be partially offset by on-site renewable energy. . The proposed design steps back the clerestory from the building perimeter to reduce the perceived height from street level. Variance checklist: The variance would be in harmony with the general purposes and intent of the ordinance. Yes. The property owner suggests that the intent of the ordinance was not to limit a one-to-one replacement of the Southdale Library to the same height as a single-family residence, and that several steps have been taken to ensure harmony with the surrounding districts including residences in an adjacent municipality. The variance would be consistent with the Comprehensive Plan. Yes. The comprehensive plan lists the intended land use as Community Activity Center (CAC) including institutional uses. Design standards call for larger buildings to be in appropriate proximity to major streets (York Avenue) that step back where adjacent to lower-density districts. Both are intended goals of the proposed design. The property owner proposes to use the property in a reasonable manner not permitted by the ordinance. The property owner intends to continue operating a two-story library, and to lease space on the second level of the building to a community art center run by the City of Edina. The plight of the landowner is due to circumstances unique to the property not created by the landowner. This R-1 parcel has never been developed as a single-family residence and is surrounded by commercial districts with less restrictive height requirements. The unique topography of the parcel is due to its predevelopment history and results in a condition where the building appears shorter from Xerxes Ave, adjacent to residential properties, while the nuance of the ordinance results in a taller height measurement. Finally, the comprehensive plan supports placing the maximum amount of parking underground. The high water-table in this area limits the depth of the basement, which impacts the overall building height. Page 856 of 1184 3 The variance will not alter the essential character of the locality. The proposed library is shorter than the regional center that has existed on this parcel for over fifty years and is significantly shorter than residential and hotel buildings along York Avenue within one block of the parcel. Page 857 of 1184 VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0 4 83216 1/8" = 1'-0"3 1LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt 3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and FacadeMechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0 4 8 3216 1/8" = 1'-0"3 1LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt 3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and Facade Mechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0 4 8 3216 1/8" = 1'-0"3 1 LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt 3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and Facade Mechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION PLANNING REVIEW Building Height The buiding design is 58’-9” tall, which is shorter than the existing library, but taller than the 40’ height limit of single family homes. Because the library is down-hill from single family homes, its roofline will be about 12’ taller than homes nearby. Neighboring commercial and multi-family residential buildings are substantially taller than the library will be. 55’ York Ave Apartments 118’ Yorktown Continental Apartments 52’ German Insurance Agency 135’ Durham Apartments 60’ York Condos 200’ The Bower 230’ Westin Hotel 60’ Existing Southdale Library E/W SECTION THROUGH SITE N/S SECTION THROUGH SITE VARIANCE REQUEST DIAGRAM: Building Height Target Parking Lot Richfield Residential Neighborsproposed building Target proposed building Yorktown Continental Apartments German Insurance Agency Westin Hotel York Ave Apartments Page 858 of 1184 VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0 4 83216 1/8" = 1'-0"3 1LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt 3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and FacadeMechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0 4 8 3216 1/8" = 1'-0"3 1LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt 3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and Facade Mechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0 4 8 3216 1/8" = 1'-0"3 1 LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt 3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and Facade Mechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION PLANNING REVIEW Building Height Existing The existing building is 60’ tall. This is measured from the grade around existing building (828’) to the top of the central ‘pop-up’ (928’). Proposed The proposed building is 58’-9” tall. This is measured from the existing grade around the proposed north entrance, of 870’. The top of the clerestory window is 928’-9”. The project proposes to regrade the site so that the future first floor elevation will be 873’, making the building visually shorter. The main parapet height on the north and east side of the building is at 905’, or 35’ above the existing grade (32’ above future grade of 873’). VARIANCE REQUEST DIAGRAM: Building Height EXISTING GRADE Future grade is 3’ higher than existing grade 58.75’60’ Page 859 of 1184 1 2/10/2025 City of Edina Planning Division 4801 West 50th Street Edina, MN 55424 Re: 7001 York Ave S, Proposed Variance #2 – Front façade transparency Statutory requirement: 36-1276(c) Front façade transparency in the Greater Southdale District All new front building facades that face the public realm must have 75 percent transparency (ability to see inside the building) at the ground level. Clarification: The ordinance does not define the “public realm” and does not establish whether the 75 percent requirement refers to length of fenestration (per length of façade) or area of fenestration (per area of façade) The property owner’s interpretation and associated justifications are explained below. Requested variance: See attached proposed elevations for more information. We propose measuring percent transparency as the length of each façade with clear fenestration from finish floor up to at least 8’-0” above grade, i.e., storefront, divided by the total length of the façade. We also propose a small reduction to the total transparent perimeter to allow for transom windows at the library staff workroom. Refer to property owner’s justification for more information on the subdivision of the north and east facades. Total Perimeter* – Level 1: 72% [504’ / 96’] West Façade (York Ave): 100% [149’] South Façade (Public Green Space): 100% [238’] East Façade* (Xerxes Ave – Set Back) SE Portion (Children’s Plaza): 100% [41’ / 41’] NE Portion (Staff Workroom): None** [0 / 21’] North Façade (70th St – Surface Parking) NW Portion (Entry Plaza at York and 70th): 72% [76’ / 105’] NE Portion (Surface Parking, Book Drop, Staff Workroom): None** [0 / 141’] * Portions of the East Façade embedded in the hill at Xerxes Ave are excluded. ** 100% of the façade adjacent to the library workroom has transom glazing with a sill at 9’-0” AFF. Page 860 of 1184 2 Property owner’s justification: 1. The proposed design aims to balance the priority of transparency and access to natural light in public spaces with the functional requirements of a library to have a few secure and private areas for staff offices, material workrooms, and automated material conveyance. In specific areas at the northeast corner of the first floor, fenestration is provided as a transom window with the sill at 9’-0” above finished floor, instead of storefront, with the sill at finished floor. This transom allows for access to natural light and views, while preserving privacy and satisfying the library’s need for solid wall surfaces in offices and workrooms. 2. The proposed library is conceived as a four-sided public building with no façade serving as the back. While the northwest corner of the site is seen as a primary pedestrian, cyclist, and transit entry, the northeast corner is oriented toward the surface parking lot. The east façade addresses the residential neighborhood along Xerxes Avenue, and the south façade opens onto the large public green space conceived as an urban oasis. This green space will always be open to residents and library patrons alike. While all sides of the building could credibly be labeled the “public realm” the functional requirements of a library, including the circulation workroom and drive-up book drop necessitate some solid exterior walls for privacy, security, acoustic separation, and extra durability. The property owner selected the portion of the façade facing the vehicular parking and book drop, as the most logical location for this program. All other portions of the façade have transparent storefront glazing along their entire length, except where intersecting with elevator hoistways or mechanical shafts. Variance checklist: The variance would be in harmony with the general purposes and intent of the ordinance. Yes. The property owner suggests that the intent of the ordinance is not to require buildings to have 75% storefront glazing at all facades. The proposed building has four facades that one could argue face the “public realm,” and this may not be a common condition among new buildings. The variance would be consistent with the Comprehensive Plan. Yes. We observe that the comprehensive plan favors active uses along important thoroughfares in the Greater Southdale District. The public library is situated with 100% transparency near the corner of York Avenue and 70th Street, along with 100% transparency to the new public green space at the South of the parcel. Portions of the building without 100% transparency are important support spaces required to facilitate these active uses. The property owner proposes to use the property in a reasonable manner not permitted by the ordinance. Yes. The property owner intends to provide substantially continuous transparency in all public areas of the ground floor. Page 861 of 1184 3 The plight of the landowner is due to circumstances unique to the property not created by the landowner. The site layout is precipitated by several factors including but not limited to: the floodplain at the southern portion of the site, the existing topography on site due to predevelopment usage as a quarry, the need to repair pedestrian connections through regrading at the east side of the site. The site layout is also influenced by the strong preference articulated in the Greater Southdale District plan and by library patrons, to retain vehicular access on 70th St and not on the arterial York Avenue, and to place the new building in proximity to York and 70th. This combination of factors along with the programmatic nature of a library and its support spaces, has led to the need for a small portion of the facade to have transom glazing in lieu of storefront. The variance will not alter the essential character of the locality. The proposed library has substantial transparency along the ground floor including all areas of active public program. The property owner believes it will have a substantially more connected presence within the urban fabric of Edina, compared to the existing condition. Page 862 of 1184 VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0 4 83216 1/8" = 1'-0"3 1LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt 3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and FacadeMechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0 4 8 3216 1/8" = 1'-0"3 1LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt 3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and Facade Mechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0 4 8 3216 1/8" = 1'-0"3 1 LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt 3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and Facade Mechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION PLANNING REVIEW Transparency Edina requires that 75% of ground-level facades facing the public realm be transparent. The design proposes 72.7% transparency. All sides of the library face the public realm. The design prioritizes glazing on the most public-facing areas. The northeast side houses the private staff areas and faces the parking lot. In this area, glazing above 8’ provides light but does not contribute to ground-level transparency. north entry southeast corner 100% transparent LIBRARY STAFF WORKRO O MYORK AVE70TH ST HILL FROM XERXESTO LEVEL 2 SURFACEPARKING ENTRYPLAZA PUBLICGREENSPACE NE SURFACE PARKING NW ENTRY PLAZA South Plazas and Public Greenspace: 100% transparent SW Children’s Plaza: 100%NE parking Lot: 0% NE Surface Parking: 0%NW Entry Plaza: 75% staff workroom beyond north elevation south elevation west elevation east elevation VARIANCE REQUEST DIAGRAM: Transparency Page 863 of 1184 o ▪ • • • ▪ Page 864 of 1184 o ▪ ▪ o ▪ Page 865 of 1184 ▪ o o ▪ o ▪ o Page 866 of 1184 ▪ o o Page 867 of 1184 Page 868 of 1184 Tree_ID_EOR DIAMETER_INConifer_Height COMMON_NAME TREE_CONDITION Status Type 1 17.2 Green Ash Fair Deciduous217.4 Green Ash Fair Deciduous316.6 Green Ash Fair Deciduous416.1 Green Ash Fair Deciduous 5 18.9 Green Ash Fair Deciduous617.3 Green Ash Fair Deciduous 7 18.2 Green Ash Fair Deciduous818.7 Green Ash Fair Deciduous913.5 Green Ash Fair Deciduous1019.7 Green Ash Fair Deciduous1120Green Ash Fair Deciduous121120ftRed Pine Fair Protected Coniferous138.1 Amur Maple Fair Deciduous 14 12.8 Amur Maple Fair Deciduous1517Amur Maple Fair Deciduous 16 5.9 Amur Maple Fair Deciduous1722Amur Maple Fair Deciduous1816.8 Amur Maple Fair Deciduous1911.8 Amur Maple Fair Deciduous2011.7 Amur Maple Fair Deciduous2111.7 Amur Maple Fair Deciduous2216.4 27ft Red Pine Good Protected Coniferous2314.6 22ft Red Pine Good Protected Coniferous2410.8 Amur Maple Poor Deciduous 25 15.1 26ft Red Pine Good Protected Coniferous2611.7 30ft Red Pine Poor Heritage Coniferous2714.2 34ft Red Pine Good Heritage Coniferous281632ftRed Pine Good Heritage Coniferous291128ftRed Pine Fair Protected Coniferous3013.8 26ft Red Pine Good Protected Coniferous3115.3 25ft Red Pine Good Protected Coniferous3212.5 30ft Red Pine Good Heritage Coniferous3312.5 34ft Red Pine Good Heritage Coniferous 34 19.5 38ft Red Pine Good Heritage Coniferous358.7 20ft Red Pine Fair Protected Coniferous3614.8 30ft Red Pine Fair Heritage Coniferous3713Amur Maple Fair Deciduous3810Amur Maple Poor Deciduous3913.8 Amur Maple Dead or Dying Deciduous407.6 Amur Maple Poor Deciduous4112.3 Amur Maple Fair Deciduous4212.3 Amur Maple Dead or Dying Deciduous 43 22 25ft Red Pine Fair Protected Coniferous442034ftRed Pine Fair Protected Coniferous451732ftRed Pine Fair Protected Coniferous4610.9 24ft Red Pine Fair Protected Coniferous471326ftRed Pine Good Protected Coniferous481424ftRed Pine Fair Protected Coniferous491422ftRed Pine Fair Protected Coniferous507HoneylocustGoodProtectedDeciduous519HoneylocustGoodProtectedDeciduous 52 14.4 Honeylocust Excellent Protected Deciduous5311.2 Honeylocust Good Protected Deciduous541425ftRed Pine Fair Protected Coniferous5515.6 20ft Red Pine Fair Protected Coniferous5610.6 27ft Red Pine Fair Protected Coniferous571327ftRed Pine Fair Protected Coniferous581627ftRed Pine Fair Protected Coniferous591425ftRed Pine Fair Protected Coniferous602127ftRed Pine Fair Protected Coniferous 61 15 27ft Red Pine Fair Protected Coniferous621129ftRed Pine Fair Protected Coniferous 63 19 27ft Red Pine Fair Protected Coniferous646Amur Maple Fair Deciduous6514Amur Maple Poor Deciduous6616Amur Maple Fair Deciduous6712.7 26ft Red Pine Fair Protected Coniferous688.7 18ft Red Pine Fair Protected Coniferous697.7 25ft Red Pine Fair Protected Coniferous 70 22.5 Honeylocust Good Protected Deciduous711634ftRed Pine Good Heritage Coniferous 72 17 40ft Red Pine Good Heritage Coniferous7317.5 34ft Red Pine Good Heritage Coniferous7422.1 28ft Red Pine Good Protected Coniferous7513.6 Hackberry Good Protected Deciduous7613.4 Hackberry Good Protected Deciduous779.9 Hackberry Good Protected Deciduous787.9 Siberian Elm Fair Protected Deciduous 79 14.3 26ft Red Pine Good Protected ConiferousTree Demolition Plan 0 75’ VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0 4 83216 1/8" = 1'-0"3 1LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt 3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and FacadeMechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0 4 8 3216 1/8" = 1'-0"3 1LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt 3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and Facade Mechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION VESTIBULE BREAKROOM HOLDS SERVICEDESK WOMEN MEN JAN LAYOUTROOM PES MEDIUMSTUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUMSTUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETINGROOM PRINT STG STUDY STUDY MULTIPURPOSEROOM STUDY STUDYSTG STAIR 1 STAIR 02 ELEV ELEV 0 4 8 3216 1/8" = 1'-0"3 1 LEVEL 1 FLOOR PLAN Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd. ISSUE / REVISION DateMark Description I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Date License No Matthew Kruntorad 48542 510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: Liz Veaderko Owner Hennepin County MinnesotaFacility Services Department A2208 Government Center, 300 South Sixth StreetMinneapolis, MN 55487 | 612-596-69492/5/2025 1:41:42 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvt 3 Civil and Landscape EOR 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448 Studio NYL 219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145 Structural and Facade Mechanical, Electrical and Plumbing Victus Engineering 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 Technology KCL 300 4th St, West Des Moines, IA 50265 | 515.724.7938 Lighting Mazzetti 1999 Broadway, Denver, CO 80202 | 720.644.5032 100% DESIGN DEVELOPMENT Acoustic KRA 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LEVEL ONE FLOOR PLAN MSR Project No: 2023021 Southdale Library+ Edina Art Center 7001 York Ave S, Edina, MN 55435 NOT FOR CONSTRUCTION PLANNING REVIEW Tree Ordinance The design proposes regrading the site to create an ecological wetland and better pedstrian connection to the future library. These efforts will require the removal of 32 protected trees and 7 heritage trees, mostly red pines. The non-protected trees to be removed consist of amur maples and green ash trees. The project proposes to preserve 9 protected and heritage trees and to plant 165 new trees with smaller trunk sizes. Twenty-three of the proposed trees will have a 3” diameter; the rest will have a 1.5” diameter. Smaller trees take root and grow faster than large ones, and have greater survival rates. Our team is following best practices for long-term sustainability, in consultation with Hennepin County foresters. As part of a holistic restorative landscape approach to the site, the existing parking lot will be substantially replaced with an ecological wetland, prairie, and oak savannah landscape. More than 170,000 square feet of the site will be seeded with high prairie, wet prairie, and wetland mixes. The green space will more than double, from 34% of the site to 72% of the site. New Entry Plaza Regrade for wetland EXISTING PROPOSED VARIANCE REQUEST DIAGRAM: Residential Tree Ordinance 165 new trees Over 170,000 SF of restored native prairie and wetland groundcover. Tree_ID_EOR DIAMETER_IN Conifer_Height COMMON_NAME TREE_CONDITION Status Type 1 17.2 Green Ash Fair Deciduous 2 17.4 Green Ash Fair Deciduous 3 16.6 Green Ash Fair Deciduous 4 16.1 Green Ash Fair Deciduous 5 18.9 Green Ash Fair Deciduous 6 17.3 Green Ash Fair Deciduous 7 18.2 Green Ash Fair Deciduous 8 18.7 Green Ash Fair Deciduous 9 13.5 Green Ash Fair Deciduous 10 19.7 Green Ash Fair Deciduous 11 20 Green Ash Fair Deciduous 12 11 20ft Red Pine Fair Protected Coniferous 13 8.1 Amur Maple Fair Deciduous 14 12.8 Amur Maple Fair Deciduous 15 17 Amur Maple Fair Deciduous 16 5.9 Amur Maple Fair Deciduous 17 22 Amur Maple Fair Deciduous 18 16.8 Amur Maple Fair Deciduous 19 11.8 Amur Maple Fair Deciduous 20 11.7 Amur Maple Fair Deciduous 21 11.7 Amur Maple Fair Deciduous 22 16.4 27ft Red Pine Good Protected Coniferous 23 14.6 22ft Red Pine Good Protected Coniferous 24 10.8 Amur Maple Poor Deciduous 25 15.1 26ft Red Pine Good Protected Coniferous 26 11.7 30ft Red Pine Poor Heritage Coniferous 27 14.2 34ft Red Pine Good Heritage Coniferous 28 16 32ft Red Pine Good Heritage Coniferous 29 11 28ft Red Pine Fair Protected Coniferous 30 13.8 26ft Red Pine Good Protected Coniferous 31 15.3 25ft Red Pine Good Protected Coniferous 32 12.5 30ft Red Pine Good Heritage Coniferous 33 12.5 34ft Red Pine Good Heritage Coniferous 34 19.5 38ft Red Pine Good Heritage Coniferous 35 8.7 20ft Red Pine Fair Protected Coniferous 36 14.8 30ft Red Pine Fair Heritage Coniferous 37 13 Amur Maple Fair Deciduous 38 10 Amur Maple Poor Deciduous 39 13.8 Amur Maple Dead or Dying Deciduous 40 7.6 Amur Maple Poor Deciduous 41 12.3 Amur Maple Fair Deciduous 42 12.3 Amur Maple Dead or Dying Deciduous 43 22 25ft Red Pine Fair Protected Coniferous 44 20 34ft Red Pine Fair Protected Coniferous 45 17 32ft Red Pine Fair Protected Coniferous 46 10.9 24ft Red Pine Fair Protected Coniferous 47 13 26ft Red Pine Good Protected Coniferous 48 14 24ft Red Pine Fair Protected Coniferous 49 14 22ft Red Pine Fair Protected Coniferous 50 7 Honeylocust Good Protected Deciduous 51 9 Honeylocust Good Protected Deciduous 52 14.4 Honeylocust Excellent Protected Deciduous 53 11.2 Honeylocust Good Protected Deciduous 54 14 25ft Red Pine Fair Protected Coniferous 55 15.6 20ft Red Pine Fair Protected Coniferous 56 10.6 27ft Red Pine Fair Protected Coniferous 57 13 27ft Red Pine Fair Protected Coniferous 58 16 27ft Red Pine Fair Protected Coniferous 59 14 25ft Red Pine Fair Protected Coniferous 60 21 27ft Red Pine Fair Protected Coniferous 61 15 27ft Red Pine Fair Protected Coniferous 62 11 29ft Red Pine Fair Protected Coniferous 63 19 27ft Red Pine Fair Protected Coniferous 64 6 Amur Maple Fair Deciduous 65 14 Amur Maple Poor Deciduous 66 16 Amur Maple Fair Deciduous 67 12.7 26ft Red Pine Fair Protected Coniferous 68 8.7 18ft Red Pine Fair Protected Coniferous 69 7.7 25ft Red Pine Fair Protected Coniferous 70 22.5 Honeylocust Good Protected Deciduous 71 16 34ft Red Pine Good Heritage Coniferous 72 17 40ft Red Pine Good Heritage Coniferous 73 17.5 34ft Red Pine Good Heritage Coniferous 74 22.1 28ft Red Pine Good Protected Coniferous 75 13.6 Hackberry Good Protected Deciduous 76 13.4 Hackberry Good Protected Deciduous 77 9.9 Hackberry Good Protected Deciduous 78 7.9 Siberian Elm Fair Protected Deciduous 79 14.3 26ft Red Pine Good Protected ConiferousTree Demolition Plan 0 75’ 66% hardscape + building Chart Title 1 2 3 4 5 72% green space + green roof hardscapebuilding green roofgreen space Chart Title 1 2 3 4 5 Page 869 of 1184 Tree_ID_EOR DIAMETER_IN Conifer_Height COMMON_NAME TREE_CONDITION Status Type 1 17.2 Green Ash Fair Deciduous 2 17.4 Green Ash Fair Deciduous 3 16.6 Green Ash Fair Deciduous 4 16.1 Green Ash Fair Deciduous 5 18.9 Green Ash Fair Deciduous617.3 Green Ash Fair Deciduous 7 18.2 Green Ash Fair Deciduous 8 18.7 Green Ash Fair Deciduous 9 13.5 Green Ash Fair Deciduous 10 19.7 Green Ash Fair Deciduous 11 20 Green Ash Fair Deciduous 12 11 20ft Red Pine Fair Protected Coniferous138.1 Amur Maple Fair Deciduous 14 12.8 Amur Maple Fair Deciduous 15 17 Amur Maple Fair Deciduous 16 5.9 Amur Maple Fair Deciduous 17 22 Amur Maple Fair Deciduous 18 16.8 Amur Maple Fair Deciduous 19 11.8 Amur Maple Fair Deciduous2011.7 Amur Maple Fair Deciduous 21 11.7 Amur Maple Fair Deciduous 22 16.4 27ft Red Pine Good Protected Coniferous 23 14.6 22ft Red Pine Good Protected Coniferous 24 10.8 Amur Maple Poor Deciduous 25 15.1 26ft Red Pine Good Protected Coniferous 26 11.7 30ft Red Pine Poor Heritage Coniferous2714.2 34ft Red Pine Good Heritage Coniferous 28 16 32ft Red Pine Good Heritage Coniferous 29 11 28ft Red Pine Fair Protected Coniferous 30 13.8 26ft Red Pine Good Protected Coniferous 31 15.3 25ft Red Pine Good Protected Coniferous 32 12.5 30ft Red Pine Good Heritage Coniferous 33 12.5 34ft Red Pine Good Heritage Coniferous3419.5 38ft Red Pine Good Heritage Coniferous 35 8.7 20ft Red Pine Fair Protected Coniferous 36 14.8 30ft Red Pine Fair Heritage Coniferous 37 13 Amur Maple Fair Deciduous 38 10 Amur Maple Poor Deciduous 39 13.8 Amur Maple Dead or Dying Deciduous 40 7.6 Amur Maple Poor Deciduous4112.3 Amur Maple Fair Deciduous 42 12.3 Amur Maple Dead or Dying Deciduous 43 22 25ft Red Pine Fair Protected Coniferous 44 20 34ft Red Pine Fair Protected Coniferous 45 17 32ft Red Pine Fair Protected Coniferous 46 10.9 24ft Red Pine Fair Protected Coniferous 47 13 26ft Red Pine Good Protected Coniferous 48 14 24ft Red Pine Fair Protected Coniferous 49 14 22ft Red Pine Fair Protected Coniferous 50 7 Honeylocust Good Protected Deciduous 51 9 Honeylocust Good Protected Deciduous 52 14.4 Honeylocust Excellent Protected Deciduous 53 11.2 Honeylocust Good Protected Deciduous 54 14 25ft Red Pine Fair Protected Coniferous 55 15.6 20ft Red Pine Fair Protected Coniferous 56 10.6 27ft Red Pine Fair Protected Coniferous 57 13 27ft Red Pine Fair Protected Coniferous 58 16 27ft Red Pine Fair Protected Coniferous 59 14 25ft Red Pine Fair Protected Coniferous 60 21 27ft Red Pine Fair Protected Coniferous 61 15 27ft Red Pine Fair Protected Coniferous 62 11 29ft Red Pine Fair Protected Coniferous 63 19 27ft Red Pine Fair Protected Coniferous 64 6 Amur Maple Fair Deciduous 65 14 Amur Maple Poor Deciduous 66 16 Amur Maple Fair Deciduous 67 12.7 26ft Red Pine Fair Protected Coniferous 68 8.7 18ft Red Pine Fair Protected Coniferous 69 7.7 25ft Red Pine Fair Protected Coniferous 70 22.5 Honeylocust Good Protected Deciduous 71 16 34ft Red Pine Good Heritage Coniferous 72 17 40ft Red Pine Good Heritage Coniferous 73 17.5 34ft Red Pine Good Heritage Coniferous 74 22.1 28ft Red Pine Good Protected Coniferous 75 13.6 Hackberry Good Protected Deciduous 76 13.4 Hackberry Good Protected Deciduous 77 9.9 Hackberry Good Protected Deciduous 78 7.9 Siberian Elm Fair Protected Deciduous 79 14.3 26ft Red Pine Good Protected ConiferousTree Demolition Plan 0 75’ Page 870 of 1184 Tree Protection and Reforestation Plan 0 75’ Tree Protection Tree Protection Proposed Trees - 165 Trees Tree Protection - 9 Trees Page 871 of 1184 Page 872 of 1184 Page 873 of 1184 XX7 0 t h S t .X e r x e s A v e S . Y o r k A v e S . ( C o . R d . N o . 3 1 )N 89 °50' 30" E 644.99N 00° 08' 51" E 657.60 S 00° 09' 00" W 660.04544.91N 00° 08' 51" E 617.84 Southdale Library7001 York Ave S.Southdale Service Center7001 York Ave S.N 89° 56' 36" W 644.95N 89° 50' 30" E544.94S 00° 09' 00" W 619.89 70th St. W.Benchmark:Top Nut of HydrantElevation: 869.35 ft. (NAVD88)70 1/2 St. W.71st St. W.C001SURVEY OVERLAY10/03/24 DD CHECKSET10/17/24 50% DD CHECKSET10/31/24 50% DD12/12/24 100% DD CHECKSET01/10/25 100% DD CHECKSET01/17/25 100% DDNSCALE IN FEET0'60'15' 30 'LEGENDPROPOSED BUILDING FOOTPRINT02/10/25 IFPR Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd.ISSUE / REVISIONDateMarkDescriptionI hereby cer ti fy tha t th is p lan, speci fica tion or repor twas prepared by me or unde r my direct supe rv isionand that I am a duly Licensed Landscape Architectunder the laws of the State of M innesota.Signa turePrint NameDateLicense No510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336Architecture and Interiors County Project No : 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: L iz VeaderkoOwnerHennepin County MinnesotaFacility Services DepartmentA2208 Government Center, 300 South S ixth S tree tMinneapolis , MN 55487 | 612-596-6949 2/5/2025 3:19:02 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvtCivil and LandscapeEOR1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448Studio NYL219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145Structural and FacadeMechanical, Electrica l and PlumbingVictus Engineering2327 Wycliff St Sui te 230, St Pau l, MN 55114 | 612 .859.8299TechnologyKCL300 4th St, West Des Moines, IA 50265 | 515.724.7938LightingMazzetti1999 Broadway, Denver, CO 80202 | 720.644.5032PLANNING REVIEWAcousticKRA4826 Ch icago Ave, Minneapol is, MN 55417 | 612 .374.3800MSR Project No: 2023021Southdale Library+ Edina Art Center7001 York Ave S, Edina, MN 55435I hereby cer ti fy tha t this p lan, specif ica tion or repor twas prepared by me or unde r my direct supe rv isionand that I am a duly Licensed Engineer unde r the laws o f the S ta te o f Minnesota.BRETT EMMONS2505302/10/25Page 874 of 1184 tĞƐƚ ϳ Ϭ ƚ Ś S ƚ ͘X Ğ ƌ dž Ğ Ɛ A ǀ Ğ S ͘ z Ž ƌ Ŭ A ǀ Ğ S ͘ ; C Ž ͘ R Ě ͘ N Ž ͘ 3 1 Ϳ T-UT-U T-U T-UGGGG GGG G G G G G G G G G G G G G GE-UE-UE-U E-UE-U E-UE-U E-U E-U E-UE-UE-UE-UE-U E-UE-U E-UE-U E-U E-UE-UE-UE-UE-UE-UE-UE-UE-UE-U E-UE-U E-UE-UE-UE-UE-U E-U E-U E-U E-U E-U E-U E-U E-UE-U E-U E-U E-UE-U E-U E-U E-U E-U E-U E-U E-U E-U E-U E-U E-UE-UE-U E-UE-UE-U E-U E-UE-UE-UE- U E-UE-UE-UE-U E-U E-U E-UE-UE-UE-UE-U E-U E-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UT-UT-UT-UT-U T-U T-U T-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-U T-U T-U T-UT-U T-U T-U T-UT-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-UT-U T-U T-U T-U T-U T-U T-U T-U T-U T-UT-U T-U T-UT-UT-UT-U T-U T-U T-U T-UT-UT-UT-UT-UT-UT-UE-U E-U E-U E-U E-U E-U E-UXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X XXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X XXXXXXXXXXX X X X X X X XXXXXX X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXX X XXX X XX X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X XXX X X X X X X X X X X X X X X XXX X XXXXXXXXXXXXXXX X XXXXXXXXXXXXXXXXXXXXXXX X X X XXXXXXXX X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXX X XXXXXXX X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X XXXXXXXX X X X X X X XXXXXXXX X X X X X X X X XXXXXXX XXXXXXXXXXXXXXXXXXXXXX X X X X X XX XXXXXXXX XXXXX XXXXXXXXXXXXXXX XXXXXXXXXXXXXXXX XXXX X X X X X X X X XXXXXXX X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXX X X X X X X X X X X X XXXX X XX X X X X XXXXXXXX XX X X XXXXXXXXXXXXXXXXXX X X X X X X X X X X X X XX XX XX XX XXXXXXXXXXXXXX XXXXXXXXXXX X X X X X X X X X X X X X XXXXX X X X X X X XXX XXDEMOBUILDINGDEMOBUILDINGXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXREMOVE CONCRETESIDWALK (TYP.)XXXXXXXXXXXXXXX XXXXXREMOVE LIGHTPOLE (TYP.)REMOVE SSWR STRUCTURE& CASTING (TYP.)REMOVE SIGN(TYP.)REMOVE WATERBOX (TYP.)REMOVERCP STORM(TYP.)REMOVE STORMSTRUCTURE &CASTING (TYP.)REMOVE CURB &GUTTER (TYP.)REMOVETREE (TYP.)REMOVE ALLBITUMINOUS WITHINCONSTRUCTION LIMITS(TYP.)SAWCUT & REMOVE ALLBITUMINOUS WITHINCONSTRUCTION LIMITSREMOVEBIKE RACKREMOVE CURB &GUTTER (TYP.)REMOVE WATER SERVICE & CLOSEWATERMAIN CONNECTION PERCITY OF RICHFIELD STANDARDSREMOVE SANITARYSEWER SERVICE & PLUGAT PROPERTY LINEREMOVE SSWR(TYP.)REMOVE UNDERGROUNDTELECOMMUNICATIONS.CONTRACTOR TO COORDINATEWITH PROVIDER.REMOVEMONUMENT SIGNXREMOVEFENCEREMOVE BUILDINGCATWALKREMOVEMONUMENT SIGNPLUG ABANDONEDSSWR IN EXISTINGSTRUCTUREXSALVAGE RED PINESAND UTILIZE ASSPECIFIED ON L500SALVAGE ANDPLANE RED PINESXXXXXXXXXXXXXXXXXXXXXXCLEAR BRUSH(TYP.)XABANDON SSWRAND FILL WITHFLOWABLE FILLXREMOVE PAVEMENT ANDBASE AS NECESSARY TOINSTALL WATER ANDSANITARY SERVICES. TOBE COMPLETED INCOORDINATION WITHTHE CITY OF EDINASEWERMAIN PROJECT.XXREMOVEUNDERGROUNDELECTRIC (TYP.)SAWCUT & REMOVE ALL BITUMINOUSWITHIN CONSTRUCTION LIMITSSALVAGEFLAGPOLEAND PLAQUESTREET LIGHTTO REMAINTRAFFIC LIGHT &BOX TO REMAINELECTRIC BOX TO REMAINREMOVEIRRIGATION BOXREMOVE & RELOCATEELECTRIC BOX,COORDINATE WITHPROVIDERREMOVE & RELOCATETRAFFIC BOX, COORDINATEWITH PROVIDERREMOVE & RELOCATEELECTRIC METER,COORDINATE WITH PROVIDERSTREET LIGHTTO REMAINSTREET LIGHTTO REMAINREMOVE & RELOCATE TRAFFICBOX, COORDINATE WITH PROVIDERREMOVE & RELOCATE COMMUNICATIONRISER, COORDINATE WITH PROVIDERTRAFFIC LIGHTTO REMAINREMOVE & RELOCATEELECTRICAL ANDCOMMUNICATIONSINFRASTRUCTURE -COORDINATE WITH PROVIDERREMOVE & RELOCATEELECTRIC BOX, COORDINATEWITH PROVIDERSTREET LIGHTTO REMAINELECTRIC HANDHOLETO REMAINXXSTORM SEWERTO REMAINREMOVE CONCRETESIDWALK (TYP.)CAP & ABANDONSTORM STRUCTURESCALE IN FEET0'60'15' 30 'C100DEMOLITION PLANBRETT EMMONS2505310/03/24 DD CHECKSET10/17/24 50% DD CHECKSET10/31/24 50% DD12/12/24 100% DD CHECKSET01/10/25 100% DD CHECKSET01/17/25 100% DDNXXXXDEMOLITION LEGENDPIPEͬCONDUIT REMOsALCURB REMOsALSIGN REMOsALLIG,T POLE REMOsALUTILITz STRUCTURE REMOsALTREE REMOsALBRUS, REMOsALXXXX02/10/25 IFPR02/10/25Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd.ISSUE / REVISIONDateMarkDescriptionI hereby cer ti fy tha t th is p lan, speci fica tion or repor twas prepared by me or unde r my direct supe rv isionand that I am a duly Licensed Landscape Architectunder the laws of the State of M innesota.Signa turePrint NameDateLicense No510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336Architecture and Interiors County Project No : 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: L iz VeaderkoOwnerHennepin County MinnesotaFacility Services DepartmentA2208 Government Center, 300 South S ixth S tree tMinneapolis , MN 55487 | 612-596-6949 2/5/2025 3:19:02 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvtCivil and LandscapeEOR1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448Studio NYL219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145Structural and FacadeMechanical, Electrica l and PlumbingVictus Engineering2327 Wycliff St Sui te 230, St Pau l, MN 55114 | 612 .859.8299TechnologyKCL300 4th St, West Des Moines, IA 50265 | 515.724.7938LightingMazzetti1999 Broadway, Denver, CO 80202 | 720.644.5032PLANNING REVIEWAcousticKRA4826 Ch icago Ave, Minneapol is, MN 55417 | 612 .374.3800MSR Project No: 2023021Southdale Library+ Edina Art Center7001 York Ave S, Edina, MN 55435I hereby cer ti fy tha t this p lan, specif ica tion or repor twas prepared by me or unde r my direct supe rv isionand that I am a duly Licensed Engineer unde r the laws o f the S ta te o f Minnesota.Page 875 of 1184 1928271618FFE: 873.00'L2: 891.00'FFE: 873.00'tĞƐƚ ϳ Ϭ ƚ Ś S ƚ ͘X Ğ ƌ dž Ğ Ɛ A ǀ Ğ S ͘ z Ž ƌ Ŭ A ǀ Ğ S ͘ ; C Ž ͘ R Ě ͘ N Ž ͘ 3 1 Ϳ 24Ζϴ͘ϱΖ ;TzP͘Ϳ1ϲ͘ϱΖ 1ϴΖ..1 ϵ͘ϱΖ 1 ϲΖ 1 1 24 1 R3 R R12 R3 R3 R2 R R1 R1 R3 R12 R3 R3 R1 R1 R1 R1 R 3 R3 4 ϲΖϱΖ1 4 4 1 ϱΖ 1 1 13 1 2 1 1 2 1 ϴΖ 1 3 ϴΖ 1 ϱΖ1 33 ϴΖ24 14 STORMWATER TREE TRENCHSEE LANDSCAPE FOR PLANTING SPECIFICSRETAINING WALL - SEEARCHITECTURALCIP RETAINING WALLSTAIRS - SEELANDSCAPEGABION RETAINING WALL- SEE LANDSCAPE20' PARKING SETBACK2 2 20' PARKING SETBACKLIMESTONE STEPPERS -SEE LANDSCAPE (TYP.)BOARDWALK & OVERLOOK- SEE LANDSCAPERELOCATE SALVAGEDFLAGPOLEBIKE PARKING (10)TRAILHEAD KIOSKPATH LIGHTING (TYP.)GABION WALL -SEE LANDSCAPELIBRARY SIGN - BY OTHERSPEDESTRIAN BUMP OUT ANDSTRIPED BUS DROP OFF AREAGRATING BELOW -SEE ARCHITECTURALSTAIRS - SEE LANDSCAPEEV CHARGINGSTATIONADA PARKING SIGNAGEAND STRIPING (TYP.)EQUIPMENT PAD(SEE ELEC.)B612 CURB(TYP.)CURB CUT &RAIN GUARDIANTURRETPEDESTRIANCURB RAMPPEDESTRIANCURB RAMPMATCH EXISTINGCURBCARD READER - SEEARCHITECTURALROCK MULCH MAINTENANCESTRIP - SEE LANDSCAPESEAT WALL -SEE LANDSCAPECONSTRUCTEDWETLANDRIBBON CURBSTRIPEDPEDESTRIANWALKWAYEXISTINGELECTRIC BOXESEXISTINGTRAFFIC BOX8C5016C501DRIVEWAY PERCITY OF EDINASTANDARDSADJUST COMMUNICATIONHANDHOLE RIMS TO MATCHFINISHED GRADE (BY OTHERS)ADJUST HANDHOLE RIMTO MATCH FINISHEDGRADE (BY OTHERS)ADJUST EXISTING HANDHOLERIM TO MATCH FINISHEDGRADE (BY OTHERS)ADJUST EXISTING HANDHOLERIM TO MATCH FINISHEDGRADE (BY OTHERS)GEOTHERMAL WELL #1(SEE PLUMBING)GEOTHERMAL WELL #2(SEE PLUMBING)10C5017C502BOLLARD, TYP.11C5015' SIDEWALKBIKE PARKING (18)10' SIDEWALKEXISTING METROTRANSIT BUS STOP5' SIDEWALKEQUIPMENT SCREENINGPEDESTRIANCURB RAMP4, 7C500PEDESTRIANCURB RAMP8, 9C5008, 9C5008, 9C5008, 9C500BRETT EMMONS2505310/03/24 DD CHECKSET10/17/24 50% DD CHECKSET10/31/24 50% DD12/12/24 100% DD CHECKSET01/10/25 100% DD CHECKSET01/17/25 100% DDNSCALE IN FEET0'60'15' 30'C101CIVIL SITE PLANSITE LEGENDPROPERT LINESETBACK LINEBOLLARD LIG TING - SEE LANDSCAPESTONE BLOCKS - SEE LANDSCAPECONCRETE PLAZACONCRETE ALKSASP ALT SURFACINGASP ALT TRAILCRUS ED AGGREGATE SURFACINGPERMEABLE PA ERSGRA EL PAT INFILTRATION AREA02/10/25 IFPR02/10/25PARCEL INFORMATIONADDRESS 1 ORK A E SPARCEL ID32- 2 -24-21- LAND USEINSTITUTIONALZONING DISTRICTR-1 GREATER SOUT DALE EIG T O ERLA DISTRICT NONEFLOODPLAIN DISTRICT NONE ATERS ED DISTRICTNINE MILE CREEKPARCEL AREA 4 ACRES 33 22 SF ZONING DIMENSIONAL REQUIREMENTSREQUIREDPROPOSEDMAX BUILDING CO ERAGE2 4 3 SF11 3 2 SFMAX IMPER IOUS CO ERAGE 1 14 SF24 3 2 SFMIN SETBACKSN T ST 3 3 E XERXES A E S3 3 S INTERIOR SIDE ARD 3 3 ORK A ESϱϬΖϱϬΖMAX EIG T4 - *SEE ENCLOSED VAR IANCE APPLICATIONBUILDING AREALO ER LE EL3 123 SFLE EL 134 14 SFLE EL 224 SFTOTAL 4 3 4 SFOFF-STREET PARKING REQUIREMENTSPER DISCUSSIONS IT ED INA PLANNING DI ISION TOTAL SPACE FOR PARK ING CALCSEXCLUDES AREA OF UNDERGROUND PARKING LE EL STATUTOR REQUIREMENT 3 -1311 1 SPACES 1 SPACE PER 3 GSF 1 2 1 3 2 REQUIRED SPACES BEFORE REDUCTIONS PARKING REDUCTIONS 3 -1324 T E REQ D NUMBER OF SPACES FOR A BU ILDING MA BE REDUCED B 1 REDUCTION IFT E BUILDING IS LOCATED IT IN ONE QUARTER M ILE FROM A QUALIFIED TRANS IT STOP A 1 REDUCTION MA BE APPRO ED PRO IDED ONE CO ERED LONG TERM PARKING SPACE PER SF OF SER ICE USE OR 1 S ORT TERM B IC CLE PARKING SPACE PER SF OF SER ICE USE 12 SPACES 2 SPACES - 2 1 REQUIRED SPACESPRO IDED OFF-STREET PARK ING1 2 E ICLE SPACES1 IN SURFACE LOT 4 ADA 4 IN UNDERGROUND LOT 4 ADA 34 BIKE SPACES2 S ORT-TERM SURFACE SPACES 14 RACKS LONG-TERM BIKE LOCKERS Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd.ISSUE / REVISIONDateMarkDescriptionI hereby cer ti fy tha t th is p lan, speci fica tion or repor twas prepared by me or unde r my direct supe rv isionand that I am a duly Licensed Landscape Architectunder the laws of the State of M innesota.Signa turePrint NameDateLicense No510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336Architecture and Interiors County Project No : 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: L iz VeaderkoOwnerHennepin County MinnesotaFacility Services DepartmentA2208 Government Center, 300 South S ixth S tree tMinneapolis , MN 55487 | 612-596-6949 2/5/2025 3:19:02 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvtCivil and LandscapeEOR1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448Studio NYL219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145Structural and FacadeMechanical, Electrica l and PlumbingVictus Engineering2327 Wycliff St Sui te 230, St Pau l, MN 55114 | 612 .859.8299TechnologyKCL300 4th St, West Des Moines, IA 50265 | 515.724.7938LightingMazzetti1999 Broadway, Denver, CO 80202 | 720.644.5032PLANNING REVIEWAcousticKRA4826 Ch icago Ave, Minneapol is, MN 55417 | 612 .374.3800MSR Project No: 2023021Southdale Library+ Edina Art Center7001 York Ave S, Edina, MN 55435I hereby cer ti fy tha t this p lan, specif ica tion or repor twas prepared by me or unde r my direct supe rv isionand that I am a duly Licensed Engineer unde r the laws o f the S ta te o f Minnesota.Page 876 of 1184 ϴϴϲPEDESTRIAN RAMP8, 9C500ϴϴϲ͘ϬϱFL 1TC 1FL 1 FL TC 2 2 1 1 14 4ϴϴϲϴϴϲFL -4 -2 -2 FFE: 873.00'L2: 891.00'FFE: 873.00' 2 3 4 ϴϲ ϱ ϴϲ ϲ ϴϲϳϴϲϴ ϴϲϵϴϳϬ 1 2 3 4ϴϳϱϴϳϲ 3 4ϴϲϱϴϲϲϴϲϳϴϲϴϴϲϵϴϳϬ 1 2 3 4ϴϳϱϴϳϲϴϳϳϴϳϴϴϳϵϴϴϬ 1 3 4ϴϳϱϴϳϲ ϴϳϳϴϳϴ ϴϳϵϴϴϬ 1 2 3 4ϴϴϱϴϴϲϴϲϳϴϲϳϴϲϴϴϲϵ ϴϳϬ 1 2 3 4 ϴϳϱϴϳϲϴϳϳϴϳϴϴϳϵϴϴϬ 1 2 3 4ϴϴϱϴϴϲ 4ϴϳ ϱ ϴϳϲϴϳϲϴϳϲ ϴϳϳϴϳϴϴϳϵϴϴϬ 1 2 3 4ϴϴϱϴϴϲ 4ϴϲϱϴϲϲϴϲϳϴϲϴϴϲϵ 4ϴϲϱϴϲϲ 11C50211C50211C50211C502 S X A S A S C R N 3 1 G G G G G G G G G G G G G G GGGG G«DT«DT«DT«DT«DT «DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT «DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT «DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT «DT «DT «DT «DT «DT «DT «DT «DT «DT«DT«DT«DT «DT«DT«DT«DT«DT«DT«DT«DT«DT «DT«DT «DT «DT «DT «DT «DT «DT «DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT 3 4ϴϳϱϴϳϲ ϴϳϳϴϳϴϴϳϵϴϴϬ 1 2 3 4ϴϴϱϴϴϲ 2 3 4ϴϳϱEOF 2 2 FL 2 3 FL 2 24FL 2 FL 2 1 1 2FL 1 4FL 1 3FL 2 1FL FL 42FL FL 2 FL 2 FL 2 1 FL 4 FL 4FL FL 3 4 FL FL FL 2 1 1 ϴϱϱ͘ϬϬϴϱϱ͘ϬϬϴϱϱ͘ϬϬ 2 FL 2 FL 2 2FL 2 21ϴϳϱ͘ϲϬϴϳϱ͘ϱϬϴϳϱ͘ϴϬϴϳϱ͘ϳϬFL 12FL 3 FL ϴϳϲ͘ϵ ϳ FL FL 2 2FL 2 FL 2 FL 2 32 FL 2 FL 2 2 FL 2 FL 2 3 2 2 4 2 4 4 4 3 1 1 1 1 4ϴϵϬ͘ϴϴ 1 1ϴϵϬ͘ϳϵ 1 1 1 3ϴϳϱ͘ϲ ϵ 3 11 2 2 2 3 3 2 3 2 2 3 1 4 2 3 2 3 1 3 ϴϲϴ͘ϱϱ 1 3 2 3 4ϴϳϱϴϳϲϴϳϲϴϳϲ ϴϳϳϴϳ ϴ ϴϳϵ ϴϴϬ 1 2 3 4 ϴϴϱϴϴϲϴϴϲϴϳϲϴϳϳϴϳϴϴϳϵϴϴϬ 1 2 3 4ϴϴϱϴϴϲϴϴϳϴϴϴϴϴϵϴϵϬ 3 4ϴϳϱϴϳϲϴϳϳϴϳϴϴϳϵϴϴϬ 1 2 3 4ϴϴϱ ϴϱϴϴϱϵϴϲϬ 1 2 ϴϱϱ ϴϱϲ ϴϱ ϳ ϴϱϱϴϱϲϴϱϳϴϱϴϴϱϵϴϲϬϴϲϬ 1 1 2 2ϴϲϬ 1 2 2 3 4ϴϲϱϴϲϱϴϲϱϴϲϲϴϲϲϴϲϲϴϲϳϴϲϳϴϲϳ ϴϲϴ ϴϲϵ ϴϳϬ 1 2 3 4 4 ϴϲϱϴϲϲϴϲϳϴϲϴϴϲϵϴϳϬ 1 2 4ϴϳϱϴϳϲϴϳϳϴϳϴϴϳϵϴϴϬ 1 2 3 4ϴϲϱ ϴϲϲϴϲϳ ϴϲϴ ϴϲϵ ϴϲϴ ϴϲϵ ϴϳϬϴϳϬϴϳϬϴϳϬϴϳϬ 1ϴϲϲϴϲϳϴϲϳ ϴϲϱ ϴϲϲ ϴϲϳ ϴϲϴ ϴϲϵ ϴϳϬ 1 2 3 4 EOF 2 3 4ϴϳϱϴϳϲϴϳϳϴϳϴT T 2 T 4 B B RETAIN ING ALL SEE ARC PLANS T B T 3 B 4 2 ϴϳϱϴϳϲS ALE CENTERLINE 4ϴϳϱϴϳϲϴϳϳϴϳϴϴϳϵϴϳϲEOF 1 3 3FL 2 2 1 ϴϵϬ͘ϴ ϳ 2ϴϵϬ͘ϳϵϴϵϬ͘ϳϴEOF EOF 2 EOF -4 3 -4 3 -4 3 -4 3 - 2 Ϭ͘ϲй -1 -1 -4 -1 -1 -4 - 4 -1 ϴϱϳϴϱϳϴϱϴϴϱϵϴϲϬ 1 2 ROOF DRAIN SURFACE FLO SEE MEC 2 1 41 3 2 2 2 3 2 4 4 ϴϳϬ͘Ϭϲ 2 2 3 2 2 2 4 2 3 2 2 32 2 2 2 2 INFILTRATION BASIN 31 - R L EOF OUTLET BOTTOM SUBGRADE 3 INFILTRAT ION BAS IN 21 - R L 23EOF OUTLET BOTTOM SUBGRADE 3 INFILTRATION BASIN 41 - R L 4 22OUTLET EOF 2 BOTTOM SUBGRADE INF ILTRATION BASIN 11 - R L EOF 41OUTLET BOTTOM 4 SUBGRADE 3 CONSTRUCTED ETLAND1 - R L 4 22EOF 4 OUTLET 3 BOTTOM FL 4 2 ROOF DRAIN SURFACE FLO SEE MEC FL ϴϳϵ ϴϴϬ 1 2 3 4 ϴϴϱ 4 3ϴϱϲϴϱϱ B 4 ϴϱϱ͘ϬϬ 4-1 -1 - - 3 3 2 4 2 2 2 2 3 11 2 2 4 3 1-1 1 2 -3 1 -1 2 1 -1 1 SEE PEDESTRIAN CURB RAMP INSERT 2 T IS S EET SEE PEDESTRIAN CURB RAMP INSERT 1 T IS S EET SEE PEDESTRIAN CURB RAMP INSERT 3 T IS S EET SEE PEDESTRIAN CURB RAMP INSERT 4 T IS S EET ϴϴϲFL FL 2TC 22FL TC FL 13ϴϴϲ͘ϱϴϴϴϲ͘ϱϴ 1 1FL FL TC 2 ϴϴϲ͘ϱϬ 4 FL 13ϴϴϲϴϴϲϴϴϲϴϴϳϴϴϲϴϴϲϴϴϲ-3 - 3 - -2 FL 1 TC 4 3 PEDESTRIAN RAMP8, 9C500PEDESTRIAN RAMP8, 9C500 3 4FL 3 3 TC 3 FL 2 FL 2 3 3 4 3 4 4PEDESTRIAN RAMP8, 9C500PEDESTRIAN RAMP8, 9C500 2 1FL 3 14FL 2 1 3 44 3 1 3 12 2 3- - MAXIMUM 2 SLOPE IN ALLDIRECTIONS IT IN T IS PADFL FL TC FL FL FL TC ϴ ϲ ϳ ϴϲϳ ϴϲϳϴϲϳϴϲϲ͘ϴϴϴϲϲ͘ϵϴϴϲϲ͘ϵϲϴϲϲ͘ϳϴϴϲϲ͘ϴϴ-3 4 -2 PEDESTRIAN RAMP8, 9C500SCALE IN FEET0'60'15' 30'C102BRETT EMMONS2505310/03/24 DD CHECKSET10/17/24 50% DD CHECKSET10/31/24 50% DD12/12/24 100% DD CHECKSET01/10/25 100% DD CHECKSET01/17/25 100% DDNGRADING & DRAINAGEPLAN02/10/25 IFPR02/10/25Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd.ISSUE / REVISIONDateMarkDescriptionI hereby cer ti fy tha t th is p lan, speci fica tion or repor twas prepared by me or unde r my direct supe rv isionand that I am a duly Licensed Landscape Architectunder the laws of the State of M innesota.Signa turePrint NameDateLicense No510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336Architecture and Interiors County Project No : 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: L iz VeaderkoOwnerHennepin County MinnesotaFacility Services DepartmentA2208 Government Center, 300 South S ixth S tree tMinneapolis , MN 55487 | 612-596-6949 2/5/2025 3:19:02 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvtCivil and LandscapeEOR1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448Studio NYL219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145Structural and FacadeMechanical, Electrica l and PlumbingVictus Engineering2327 Wycliff St Sui te 230, St Pau l, MN 55114 | 612 .859.8299TechnologyKCL300 4th St, West Des Moines, IA 50265 | 515.724.7938LightingMazzetti1999 Broadway, Denver, CO 80202 | 720.644.5032PLANNING REVIEWAcousticKRA4826 Ch icago Ave, Minneapol is, MN 55417 | 612 .374.3800MSR Project No: 2023021Southdale Library+ Edina Art Center7001 York Ave S, Edina, MN 55435I hereby cer ti fy tha t this p lan, specif ica tion or repor twas prepared by me or unde r my direct supe rv isionand that I am a duly Licensed Engineer unde r the laws o f the S ta te o f Minnesota.PEDESTRIAN CURB RAMP INSERT 1PEDESTRIAN CURB RAMP INSERT 2PEDESTRIAN CURB RAMP INSERT 3PEDESTRIAN CURB RAMP INSERT 4Page 877 of 1184 2 3 4 ϴϲ ϱ ϴϲ ϲ ϴϲϳϴϲϴ ϴϲϵϴϳϬ 1 2 3 4ϴϳϱϴϳϲ 3 4ϴϲϱϴϲϲϴϲϳϴϲϴϴϲϵϴϳϬ 1 2 3 4ϴϳϱϴϳϲϴϳϳϴϳϴϴϳϵϴϴϬ 1 3 4ϴϳϱϴϳϲϴϳϳϴϳϴϴϳϵϴϴϬ 1 2 3 4ϴϴϱϴϴϲϴϲϳϴϲϳϴϲϴϴϲϵ ϴϳϬ 1 2 3 4 ϴϳϱϴϳϲϴϳϳϴϳϴϴϳϵϴϴϬ 1 2 3 4ϴϴϱϴϴϲ 4ϴϳ ϱ ϴϳϲϴϳϲϴϳϲ ϴϳϳϴϳϴϴϳϵϴϴϬ 1 2 3 4ϴϴϱϴϴϲ 4ϴϲϱϴϲϲϴϲϳϴϲϴϴϲϵ 4ϴϲϱϴϲϲ S X A S A S C R N 3 1 E-UE-UE-U E-U E-U E-U E-U E-U E-U E-U E-UE-U E-U E-U E-UE-U E-U E-U E-U E-U E-U E-U E-U E-U E-U E-U E-UE-UE-U E-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UT-UT-UT-UT-U T-U T-U T-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-U T-U T-U T-UT-U T-U T-U T-UT-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-UT-U T-U T-U T-U T-U T-U T-U T-U T-U T-UT-U T-U T-U T-U T-U T-U E-U E-U E-U E-U E-U E-U E-U SANSANSANSANSAN GGGG G«DT «DT«DT«DT«DT«DT «DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT «DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT «DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT «DT «DT «DT «DT «DT «DT «DT «DT «DT«DT«DT«DT «DT«DT«DT«DT«DT«DT«DT«DT«DT «DT«DT «DT «DT «DT «DT «DT «DT «DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DTFFE: 873.00'L2: 891.00'FFE: 873.00'STABILIZEDCONSTRUCTIONENTRANCEINLET PROTECTION(TYP.)SILT FENCE (TYP.)SEDIMENT CONTROLLOG (TYP.)SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF S F SF SF SF SF SF SFSF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SEDIMENT CONTROL LOG, INSTALLED AFTERGRADING ACTIVITIES ARE COMPLETED01C50002C50006C50004C50005C500SILT FENCE IN BASIN, INSTALLED AFTERGRADING ACTIVITIES ARE COMPLETED(TYP.) 2 3 4ϴϳϱϴϳϱϴϳϲϴϳϲϴϳϳϴϳ ϳϴϳϴϴϳϴϴϳϵ ϴϳϵϴϴϬϴϴϬ 1 1 2 3 4ϴϳϱϴϳϲϴϳϳϴϳϴ ϴϳϵ ϴϴϬ 1 2 3 4ϴϴϱϴϴϲ 3 4ϴϳϱϴϳϲϴϳϳϴϳϴϴϳϵ 2 2 3 4ϴϳϱϴϳϲϴϳϬ 1 2 3 4ϴϳϱϴϳϲϴϱϱϴϱϲϴϱϳ ϴϱϴ ϴϱϵϴϲϬ 1 2 2 3 4ϴϲϱϴϲϲϴϲϳ ϴϲϴ ϴϲϵϴϳϬϴϱϱ ϴϱϱϴϱϲ ϴϱϲ ϴϱϳ ϴϱϳϴϱϴ ϴϱϴ ϴϱϵ ϴϱϵ ϴϲϬ ϴϲϬ 1 1 2 2ϴϱϲϴϱϲϴϱϳϴϱϳϴϱϴϴϱϵϴϲϬ 1 2 3 4 ϴϲϱϴϲ ϲ ϴϲϳϴϲϳ ϴϲϳ ϴϲϴϴϲϴϴϲϴ ϴϲϵϴϳϬ 1 2 3 4ϴϲϱ ϴϲϲϴϲϳ ϴϲϴ ϴϲϵ ϴϳϬ 1 2 3 4SEDIMENT CONTROLLOG (TYP.)INLET PROTECTION(TYP.)C103EROSION CONTROL PLANBRETT EMMONS2505310/03/24 DD CHECKSET10/17/24 50% DD CHECKSET10/31/24 50% DD12/12/24 100% DD CHECKSET01/10/25 100% DD CHECKSET01/17/25 100% DDNSCALE IN FEET0'60'15' 30'SFEROSION CONTROL LEGENDSILT FENCESEDIMENT CONTROL LOGINLET PROTECTIONEROSION CONTROL BLANKETSTABILIZED CONSTRUCTION ENTRANCE02/10/25 IFPR02/10/25SEE LANDSCAPE FORSWALE STABILIZATIONSEE LANDSCAPE FORSLOPE STABILIZATIONEROSIONCONTROL BLANKETDrawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd.ISSUE / REVISIONDateMarkDescriptionI hereby cer ti fy tha t th is p lan, speci fica tion or repor twas prepared by me or unde r my direct supe rv isionand that I am a duly Licensed Landscape Architectunder the laws of the State of M innesota.Signa turePrint NameDateLicense No510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336Architecture and Interiors County Project No : 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: L iz VeaderkoOwnerHennepin County MinnesotaFacility Services DepartmentA2208 Government Center, 300 South S ixth S tree tMinneapolis , MN 55487 | 612-596-6949 2/5/2025 3:19:02 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvtCivil and LandscapeEOR1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448Studio NYL219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145Structural and FacadeMechanical, Electrica l and PlumbingVictus Engineering2327 Wycliff St Sui te 230, St Pau l, MN 55114 | 612 .859.8299TechnologyKCL300 4th St, West Des Moines, IA 50265 | 515.724.7938LightingMazzetti1999 Broadway, Denver, CO 80202 | 720.644.5032PLANNING REVIEWAcousticKRA4826 Ch icago Ave, Minneapol is, MN 55417 | 612 .374.3800MSR Project No: 2023021Southdale Library+ Edina Art Center7001 York Ave S, Edina, MN 55435I hereby cer ti fy tha t this p lan, specif ica tion or repor twas prepared by me or unde r my direct supe rv isionand that I am a duly Licensed Engineer unde r the laws o f the S ta te o f Minnesota.Page 878 of 1184 FFE: 873.00'L2: 891.00'FFE: 873.00' S X A S A S C R N 3 1 G G G G G G G G G G G G G G E-UE-UE-U E-U E-U E-U E-U E-U E-U E-U E-UE-U E-U E-U E-UE-U E-U E-U E-U E-U E-U E-U E-U E-U E-U E-U E-UE-UE-U E-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UT-UT-UT-UT-U T-U T-U T-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-U T-U T-U T-UT-U T-U T-U T-UT-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-UT-U T-U T-U T-U T-U T-U T-U T-U T-U T-UT-U T-U T-U T-U T-U T-U E-U E-U E-U E-U E-U E-U E-U SANSANSANSANSANSANSAN GGGG G«DT «DT«DT«DT«DT«DT «DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT «DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT «DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT «DT «DT «DT «DT «DT «DT «DT «DT «DT«DT«DT«DT «DT«DT«DT«DT«DT«DT«DT«DT«DT «DT«DT «DT «DT «DT «DT «DT «DT «DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DTSTM M 2 STM CB 2 TRENC DRAIN 21 OCS 21 STM CB 212STM CB 211STM CB 21 STM M 213STM CB 21 RD 214STM CB 3 STM CB 3 1STM M 1 DA LIG T 1 STM CB 11 RD 1 FES 1 FES 1 2FES 1 3FES 1 4FES 2 FES 2 FES 2 4FES 2 OCS 2 1OCS 1 FES 1 1STM M 2 STM CB 2 ASAN M 2SAN STUB 3SAN M 1TRENC DRAIN 11 RAIN GUARDIAN TURRETOR APPRO ED EQUALNATURAL GAS METER CF 1 MIN 2 PSI RD LAMB S TONGUEO ERFLO SEE MEC RD LAMB S TONGUEPRIMAR SEE MEC RD LAMB S TONGUE O ERFLO SEE MEC AND ARC RD 1 RD ATER FEATUREO ERFLO SEE MEC AND ARC RD SCUPPER O ERFLO SEE MEC AND ARC RD SCUPPER PRIMAR ANDO ERFLO SEE MEC CONNECT TO EX STM M ADD RISER TO MATC FINIS ED GRADESCONNECT TO EXSAN SE ERCONNECT TO EX ATERMAIN ATER STUBFIRE DRANTCONNECT TO EX STMRELOCATED TRAFFICCONTROL BOXRELOCATEDCOMMUNICATIONS RISERRELOCATEDTRANSFORMERRELOCATEDELECTRICEQUIPMENT CONNECT TO EXNATURAL LINEC200UTILITY PLAN - OVERALLBRETT EMMONS2505310/03/24 DD CHECKSET10/17/24 50% DD CHECKSET10/31/24 50% DD12/12/24 100% DD CHECKSET01/10/25 100% DD CHECKSET01/17/25 100% DDNSCALE IN FEET0'60'15' 30'02/10/25 IFPR02/10/25Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd.ISSUE / REVISIONDateMarkDescriptionI hereby cer ti fy tha t th is p lan, speci fica tion or repor twas prepared by me or unde r my direct supe rv isionand that I am a duly Licensed Landscape Architectunder the laws of the State of M innesota.Signa turePrint NameDateLicense No510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336Architecture and Interiors County Project No : 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: L iz VeaderkoOwnerHennepin County MinnesotaFacility Services DepartmentA2208 Government Center, 300 South S ixth S tree tMinneapolis , MN 55487 | 612-596-6949 2/5/2025 3:19:02 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvtCivil and LandscapeEOR1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448Studio NYL219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145Structural and FacadeMechanical, Electrica l and PlumbingVictus Engineering2327 Wycliff St Sui te 230, St Pau l, MN 55114 | 612 .859.8299TechnologyKCL300 4th St, West Des Moines, IA 50265 | 515.724.7938LightingMazzetti1999 Broadway, Denver, CO 80202 | 720.644.5032PLANNING REVIEWAcousticKRA4826 Ch icago Ave, Minneapol is, MN 55417 | 612 .374.3800MSR Project No: 2023021Southdale Library+ Edina Art Center7001 York Ave S, Edina, MN 55435I hereby cer ti fy tha t this p lan, specif ica tion or repor twas prepared by me or unde r my direct supe rv isionand that I am a duly Licensed Engineer unde r the laws o f the S ta te o f Minnesota.Page 879 of 1184 ϴϲϳϴϲϴϴϲϵϴϳϬ 1 2 3 4ϴϳϱϴϳϲϴϳϳϴϳϴϴϳϵϴϴϬ 1 3 4ϴϳϱ ϴϳϲϴϳϳϴϳϴ ϴϳϵϴϴϬ 1 2 3 4ϴϴϱϴϴϲ 1 2 3 4 ϴϳϱϴϳϲϴϳϳϴϳϴϴϳϵϴϴϬ 1 2 3 4ϴϴϱϴϴϲ 2 3 4ϴϴϱϴϴϲ S X A S A S C R N 3 1 G G G G G G G G E-UE- UE-UE-UE-U E-U E-U E-U E-U E-UE-U E-U E-U E-U E-U E-U E-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UT-UT-UT-U T-UT-U T-U T-U T-U T-U T-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U E-U E-U E-U E-U E-U E-U FFE: 873.00'L2: 891.00'FFE: 873.00'SANSANSANSANSANSANSANSANSANSAN SAN GGGGGG GG«DT«DT«DT «DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT «DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT «DTDT «DT «DT «DT «DT «DT «DT«DT «DT «DT «DT«DT«DT«DT«DT«DT«DT«DT«DT«DTDT«DT«DT«DT«DT«DT«DT«DT «DT «DT«DT «DT «DT «DT «DT «DT «DT «DT «DT «DT «DT «DT «DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«EP 4 12 PI 3 2 3 1 ϬнϬϬϬнϱϬ1 1 2 2 3 BP EP 3 1 1PI 2 3 EX SAN M 3 4ϴϳϱϴϳϲϴϳ ϳ ϴϳ ϴ ϴϳϵ ϴϴϬ 1 2 3 4ϴϴϱϴϴϲ 3 4ϴϳϱϴϳϲϴϳϳϴϳϴϴϳϵ 4ϴϳϱϴϳϲϴϳϳϴϳϴϴϳϵϴϴϬϴϳϴϴϳϵϴϴϬ 1 2 3 4ϴϴϱϴϴϲϴϳϬ 1 2 ϴϳϱ ϴϳϱ ϴϳϲ ϴϳϲϴϳϳ ϴϳϳϴϳϴ ϴϳϴϴϳϵϴϳϵϴϴϬ ϴϴϬ 1 1 2 2 3 3 3 4ϴϴϱϴϴϲϴϴϳϴϴϴϴϴϵ 2 3 4ϴϴϱϴϴϲϴϴϳϴϴϴϴϴϵϴϵϬϴϵϬ04C50104C50105C501SAN M 1RIM 2 E IN 14 244 - P C SDR-2 2 2 - P C SDR-2 2 SAN M 2RIM 2 3 IN 21 S IN 31 STUB N IN 1 4 ERIF IT MEC ANICAL 4 ϴϱϬϴϱϱϴϲϬϴϲϱϴϳϬϴϳϱϴϴϬ 4 ϴϱϬϴϱϱϴϲϬϴϲϱϴϳϬϴϳϱϴϴϬϬнϬϬϬнϱϬ1 1 2 2 3 3 4 ϬнϬϬϬнϱϬ872.7 2 1 872.2 2 2 1 872.9 2 2 872.5 2 42 872.8 2 3 3 4 SAN M 1STA RIM 2 D 1 E IN 14 243 - P C SDR-2 2 SAN M 2STA 2 3 RIM 2 3 D 12 2 IN 21 S IN 31 2 2 - P C SDR-2 2 SAN STUBSTA 3 3 D 2 N IN 1 4 EXISTING GRADEPROPOSED GRADE1 ATERIE 3 3 EX 2 STORMSE ER FIELD ERIF EX 1 ATERMAIN FIELD ERIF C201BRETT EMMONS2505310/03/24 DD CHECKSET10/17/24 50% DD CHECKSET10/31/24 50% DD12/12/24 100% DD CHECKSET01/10/25 100% DD CHECKSET01/17/25 100% DDUTILITY PLAN & PROFILE- SANITARY SEWERNSCALE IN FEET0'40'10' 20'2 ERTICAL SCALEDrawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd.ISSUE / REVISIONDateMarkDescriptionI hereby cer ti fy tha t th is p lan, speci fica tion or repor twas prepared by me or unde r my direct supe rv isionand that I am a duly Licensed Landscape Architectunder the laws of the State of M innesota.Signa turePrint NameDateLicense No510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336Architecture and Interiors County Project No : 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: L iz VeaderkoOwnerHennepin County MinnesotaFacility Services DepartmentA2208 Government Center, 300 South S ixth S tree tMinneapolis , MN 55487 | 612-596-6949 2/5/2025 3:19:02 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvtCivil and LandscapeEOR1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448Studio NYL219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145Structural and FacadeMechanical, Electrica l and PlumbingVictus Engineering2327 Wycliff St Sui te 230, St Pau l, MN 55114 | 612 .859.8299TechnologyKCL300 4th St, West Des Moines, IA 50265 | 515.724.7938LightingMazzetti1999 Broadway, Denver, CO 80202 | 720.644.5032PLANNING REVIEWAcousticKRA4826 Ch icago Ave, Minneapol is, MN 55417 | 612 .374.3800MSR Project No: 2023021Southdale Library+ Edina Art Center7001 York Ave S, Edina, MN 55435I hereby cer ti fy tha t this p lan, specif ica tion or repor twas prepared by me or unde r my direct supe rv isionand that I am a duly Licensed Engineer unde r the laws o f the S ta te o f Minnesota.02/10/2502/10/25 IFPR Page 880 of 1184 S X A S A S C R N 3 1 G G G G G G G G E-UE- UE-UE-UE-U E-U E-U E-U E-U E-UE-U E-U E-U E-U E-U E-U E-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UT-UT-UT-U T-UT-U T-U T-U T-U T-U T-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-U T-UT-UT-UT-UT-UT-UT-UT-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U E-U E-U E-U E-U E-U E-U FFE: 873.00'L2: 891.00'FFE: 873.00'1 DIP ATER SCALED PER RECORD PLANS1 ATER SCALED PER RECORD PLANS DPE ATER SCALED PER RECORD PLANS CIP ATER SCALED PER RECORD PLANS01C50102C501SANSANSANSANSANSANSANSANSANSAN SAN GGGGGG GG«DT«DT «DT«DT«DT«DT«DT «DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT «DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DTDT «DT «DT «DT «DT «DT «DT«DT «DT «DT «DT«DT«DT«DT«DT«DT«DT«DT«DT«DTDT«DT«DT«DT«DT«DT«DT«DT «DT «DT«DT «DT «DT «DT «DT «DT «DT «DT «DT «DT «DT «DT «DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«ϬнϬϬϬнϱϬ1 1 2 2 3 3 3 10" COMBINED WATER STUBINV: 863.93VERIFY WITH MECHANICAL11.25° BEND10" GATEVALVE10" X 10" TEEWET TAP TO CITY OF EDINAWATER14 LF - 10" DIPWATERPROPOSED HYDRANT& GATE VALVE10" X 10"TEEFDC - REFERTO MECHMAINTAIN 18" OF VERTICALSEPARATION AT SANITARYSEWER CROSSING22.5° BEND21 LF - 10" DIPWATER154 LF - 10" DIPWATER122 LF - 10" DIPWATER14 LF - 10" DIPWATERBP EP 3 34 4PI 31 1 PI 1 3 4 PI 3 MAINTAIN 18" OF VERTICALSEPARATION AT STORMSEWER CROSSING03C501ϴϱϬϴϱϱϴϲϬϴϲϱϴϳϬϴϳϱϴϴϬϴϱϬϴϱϱϴϲϬϴϲϱϴϳϬϴϳϱϴϴϬϬнϬϬϬнϱϬ1 1 2 2 3 3 SANIN 1 12ϬнϬϬϬнϱϬ873.1 3 1 1 871.4 1 3 1 870.4 3 2 870.0 12 870.2 1 3 3 EXISTING GRADEPROPOSED GRADE2 LF - 1 DIP ATERMAINTAIN MIN CO ER1 STUBSTA 3 2 4IN 3 3 ERIF IT MEC 22 ORIZONTAL BENDSTA 3 1 GATE AL ESTA 3 1 X 1 TEESTA 3 1 X 1 TEESTA 1 11 2 ORIZONTAL BENDSTA 1 3 4EX 2 STORM SE ER FIELD ERIF AND LO ER ATER TO MAINTAIN1 ERTICAL SEPARATIONC202BRETT EMMONS2505310/03/24 DD CHECKSET10/17/24 50% DD CHECKSET10/31/24 50% DD12/12/24 100% DD CHECKSET01/10/25 100% DD CHECKSET01/17/25 100% DDNSCALE IN FEET0'40'10' 20'UTILITY PLAN &PROFILE - WATER2 ERTICAL SCALEDrawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd.ISSUE / REVISIONDateMarkDescriptionI hereby cer ti fy tha t th is p lan, speci fica tion or repor twas prepared by me or unde r my direct supe rv isionand that I am a duly Licensed Landscape Architectunder the laws of the State of M innesota.Signa turePrint NameDateLicense No510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336Architecture and Interiors County Project No : 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: L iz VeaderkoOwnerHennepin County MinnesotaFacility Services DepartmentA2208 Government Center, 300 South S ixth S tree tMinneapolis , MN 55487 | 612-596-6949 2/5/2025 3:19:02 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvtCivil and LandscapeEOR1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448Studio NYL219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145Structural and FacadeMechanical, Electrica l and PlumbingVictus Engineering2327 Wycliff St Sui te 230, St Pau l, MN 55114 | 612 .859.8299TechnologyKCL300 4th St, West Des Moines, IA 50265 | 515.724.7938LightingMazzetti1999 Broadway, Denver, CO 80202 | 720.644.5032PLANNING REVIEWAcousticKRA4826 Ch icago Ave, Minneapol is, MN 55417 | 612 .374.3800MSR Project No: 2023021Southdale Library+ Edina Art Center7001 York Ave S, Edina, MN 55435I hereby cer ti fy tha t this p lan, specif ica tion or repor twas prepared by me or unde r my direct supe rv isionand that I am a duly Licensed Engineer unde r the laws o f the S ta te o f Minnesota.02/10/25 IFPR02/10/25Page 881 of 1184 2 3 4 ϴϲ ϱ ϴϲ ϲ ϴϲϳϴϲϴ ϴϲϵϴϳϬ 1 2 3 4ϴϳϱϴϳϲ 3 4ϴϲϱϴϲϲ ϴϲϳϴϲϴϴϲϵϴϳϬ 1 2 3 4ϴϳϱϴϳϲϴϳϳϴϳϴϴϳϵϴϴϬ 1 3 4ϴϳϱϴϳϲϴϳϳ ϴϳϴ ϴϳϵϴϴϬ 1 2 3 4ϴϴϱϴϴϲϴϲϳϴϲϳϴϲϴϴϲϵ ϴϳϬ 1 2 3 4 ϴϳϱϴϳϲϴϳϳϴϳϴϴϳϵϴϴϬ 1 2 3 4ϴϴϱϴϴϲ 4ϴϳ ϱ ϴϳ ϲϴϳϲϴϳϲ ϴϳϳϴϳϴϴϳϵ ϴϴϬ 1 2 3 4ϴϴϱϴϴϲ 4ϴϲϱϴϲϲϴϲϳϴϲϴϴϲϵ 4ϴϲϱϴϲϲ FFE: 873.00'L2: 891.00'FFE: 873.00' S X A S A S C R N 3 1 G G G G G G G G G G G G G G E-UE-UE-U E-U E-U E-U E-U E-U E-U E-U E-UE-U E-U E-U E-UE-U E-U E-U E-U E-U E-U E-U E-U E-U E-U E-U E-UE-U E-U E-UE-U E-U E-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UT-UT-UT-UT-U T-U T-U T-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-U T-U T-U T-UT-U T-U T-U T-UT-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-UT-U T-U T-U T-U T-U T-U T-U T-U T-U T-UT-U T-U T-U T-U T-U T-U E-U E-U E-U E-U E-U E-U E-U SANSANSANSANSANSANSAN GGGG G«DT «DT«DT«DT«DT«DT «DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT «DT«DT«DT «DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT «DT «DT «DT «DT «DT «DT «DT «DT «DT«DT«DT«DT «DT«DT«DT«DT«DT«DT«DT«DT«DT «DT«DT «DT «DT «DT «DT «DT «DT «DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DTSTM CB 2 RIM 2 3 S IN 1 12 N IN 1 S IN PA ER DT IN 1 13SUMP 3 STM CB 21 RIM 1 31 IN 4412 SE IN 44TREE TRENC DT IN PA ER DT IN 13FES 1 31 S IN FES 1 21 N IN TRENC DRAIN 21 RIM 2 43 NE IN 3 FES 2 3 S IN FES 2 43 N IN FES 2 1 N IN 4 IT DUCKBILL AL EOCS 2 1RIM 42 IN 2 1 FES 2 42 E IN 2 OCS 1 RIM 3 12 NE IN 32EX 21 S IN 32P2 4 - 12 DPE P2 2 - 42 RCP P2 11 - 1 RCP 1 P2 1 3 - 3 RCP P2 1 - DPE 1 EX STM M EX 21 STM P2 13 - 1 DPE 1 OCS 21 RIM 1 IN 3 STM M 2 RIM 211 N IN 11 E IN 1 11 S IN 1P2 3 44 - 1 DPE TRENC DRAIN 11 STM M 213RIM 2 43 S IN 1 S IN 1 N IN P2 2 - 1 DPE P2 2 4 - 1 DPE ϬнϬϬ 4 ϬнϬϬϬнϱϬ 4ϬнϬϬ ϬнϱϬ Ϭнϵϴ ϬнϬϬϬнϱϬ 32 1 ϬнϬϬ ϬнϱϬ 1 1 2 2 2 12ϬнϬϬ ϬнϱϬ1 1 2 1 ϬнϬϬ ϬнϱϬ1 1 ϬнϬϬϬнϱϬϬнϳϳ RAIN GUARDIANTURRET ORAPPRO ED EQUALINLET OUTLET PERFORATED DPE PERFORATED DPEPERMEABLEPA ERS T P TREETRENC PERFORATED DPEFES 1 112 S IN IT DUCKBILL AL E TO PRE ENT INFLO FROM ETLANDSTM CB 3 1RIM 2 2 12 NE IN 13STM CB 3 RIM 3 412 IN 3 P3 3 - 12 RCP 2 P3 1 23 - 12 RCP 1 3 RD 1 1 S IN ERIF IT MEC P - 1 D P E 4 PERFORATED P CCONNECT TO EX STM M EX 12 N IN 12 SE IN 12 S IN ADD RISER TO MATC FINIS ED GRADESFES 1 1 N IN P1 3 - 12 DPE 1 RD ATER FEATUREO ERFLO SEEMEC AND ARC ϬнϬϬ ϬнϱϬϬнϲϱSTM CB 21 RIM 2 3 NE IN RD 2141 N IN ERIF IT MEC FES 1 41 N IN 43P3 - 1 DPE FES 1 1 N IN 21 S IN 2P4 - 1 DPE 1 RD 1 1 S IN ERIF IT MEC RD SCUPPERPRIMAR ANDO ERFLO SEEMEC RD LAMB S TONGUEPRIMAR ANDO ERFLO SEEMEC ϴϲϱϴϲϲϴϲϳϴϲϴϴϲϵϴϳϬ 1 2 3 4ϴϳϱϴϳϲϴϳϳϴϳϴϴϳϵϴϴϬ 1ϴϱϱ ϴϱϲ ϴϱϳϴϱϴϴϱϵϴϲϬϴϲϬ 1 1 2 2ϴϱϱϴϱϲϴϱϳϴϱϴϴϱϵϴϲϬ 1 2 ϴϱϱϴϱϲϴϱϳϴϱϴϴϱϴϴϱϵϴϱϵϴϲϬϴϲϬ 1 1 2 2 2 3 4 ϴϲϱϴϲϲ ϴϲϳ ϴϲϳ ϴϲϴ ϴϲϴϴϲϴϴϱϱϴϱϲϴϱϳϴϱϴϴϱϵϴϲϬ 1 2 2 3 4ϴϲϱϴϲϲϴϲϳ ϴϲϴϴϲϵ ϴϳϬϴϳϬϴϳϬ 1 2 2 3 4ϴϳϱ ϴϳϲϴϳϳϴϳϴϴϳϵϴϴϬ 3 4ϴϳϱϴϳϲϴϳϲϴϳϲ ϴϳϳϴϳϴ ϴϴϬ 1 2 3 4ϴϴϱ ϴϴϲϴϴϲϴϳϱϴϳϲϴϳϳϴϳϴϴϳϵϴϴϬ 1 2 3 4ϴϴϱϴϴϲϴϳϱ ϴϳϲ ϴϳϳ ϴϳϴ ϴϳϵ ϴϴϬ 1 2ϴϲϱϴϲϲϴϲϳϴϲϴϴϲϵϴϳϬ 1 2 3 4ϴϳϱϴϳϲϴϳϳϴϳϴϴϳϵϴϴϬϴϴϬ 1 1 2 2 3 3 4 4ϴϴϱϴϴϱϴϴϲϴϴϲBASIN 1 STORM SE ERPARKING LOT STORM SE ER T ST STORM SE ERGARAGE ENTRANCE STORM SE ER EST CUL ERT STORM SE ERBASIN 2 STORM SE ERϬнϬϬϬнϱϬ1 1 22 S ROOF DRAIN STORM SE ERSE ROOF DRAIN STORM SE ERBASIN 3 STORM SE ERBASIN 4 STORM SE ERϬнϬϬ ϬнϱϬ 2SE ROOF DRAIN O ERFLO STORM SE ERSTM CB 11 RIM 2 IN DA LIG T 1 E IN 3 P - DPE RD SCUPPERO ERFLO SEEMEC ANDARC RD LAMB S TONGUEO ERFLO SEEMEC AND ARC P2 12 - DPE 1 P21 2 - 12 DPE 1 P211 - 1 DPE 43 P2 2 2 3 - 1 DPE STM CB 2 RIM 1 N IN 1 S IN DT IN 1 STM CB 2 ARIM 44 DT IN STM CB 212RIM 2 112 S IN STM CB 211RIM 2 211 S IN 212 N IN 21 E IN 205C50206C50207C50209C50201C50202C50202C50202C50202C50202C50202C50202C50212C50202C50202C50213C50212C50216C502C203Civil and LandscapeEOR1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448Studio NYL219 N 2nd Street #120Minneapolis, Minnesota 55401 | 303.558.3145Structural and FacadeMechanical, Electrical and PlumbingVictus Engineering2327 Wycliff St Su ite 230, St Pau l, MN 55114 | 612 .859.8299TechnologyKCL300 4th St, West Des Mo ines, IA 50265 | 515.724 .7938LightingMazzetti1999 Broadway , Denver , CO 80202 | 720.644 .5032AcousticKRA4826 Chicago Ave, Minneapo lis, MN 55417 | 612.374.3800Project No: 2023021Southdale Library + Edina Art Center7001 York Ave S, Edina, MN 55435NOT FOR CONSTRUCTIONx:\clients_private\01115_ms&r\0014_southdale_library\09_GIMS\dwg\Sheets\C-UTILITY PLAN & PROFILE - STORM SEWER.dwg2/6/2025 5:09:33 PM BRETT EMMONS2505310/03/24 DD CHECKSET10/17/24 50% DD CHECKSET10/31/24 50% DD12/12/24 100% DD CHECKSET01/10/25 100% DD CHECKSET01/17/25 100% DDUTILITY PLAN & PROFILE -STORM SEWER PLANINFILTRATIONBASIN 4INFILTRATIONBASIN 2INFILTRATIONBASIN 3INFILTRATIONBASIN 1CONSTRUCTED ETLANDSCALE IN FEET0'60'15' 30 'NSTORM SE ER NOTES1 SOIL IN FILL AREAS MUST BE COMPACTED INLIFTS TO MINIMIZE LOADING ON STORM SE ERINSTALLED AT GREATER T AN 1 DEPT 02/10/25 IFPR02/10/25ISSUED FOR PERMIT REVIEWDrawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd.ISSUE / REVISIONDateMarkDescriptionSignaturePrint NameDateLicense No510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336Architecture and InteriorsI hereby cert ify that th is p lan, spec ification or reportwas prepared by me or under my d irect supervisionand that I am a du ly L icensed C iv il Engineer underthe Laws of the S tate of Minnesota.Page 882 of 1184 ϴϲϱϴϲϲϴϲϳϴϲϴϴϲϵϴϳϬ 1 2 3 4ϴϳϱϴϳϲϴϳϳϴϳϴϴϳϵϴϴϬ 1 3 4ϴϳϱ ϴϲϳϴϲϳϴϲϴϴϲϵϴϳϬ 1 2 3 4 ϴϳϱϴϳϲϴϳϳϴϳϴϴϳϵϴϴϬ 1 2 3 4ϴϴϱϴϴϲϴϴϬ 1 2 3 4ϴϴϱϴϴϲFFE: 873.00'L2: 891.00'FFE: 873.00'X A S A S C R N 3 1 G G G G G G G G G G G GE-UE-UE-UE-UE-U E-U E-U E-U E-U E-U E-U E-U E-U E-UE-U E-U E-U E-U E-U E-U E-U E-U E-U E-U E-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UE-UT-UT-UT-U T-UT-U T-U T-U T-U T-U T-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-U T-U T-UT-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-UT-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U E-U E-U E-U E-U E-U E-U E-U E-U E-USANSANSANSANSANSANSAN SANSANSAN SAN GGGGGGGG«DT«DT«DT«DT«DT«DT«DT«DT «DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT «DT«DT «DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT «DT «DT «DT «DT «DT «DT «DT «DT «DT «DT «DT«DT «DT «DT «DT«DT«DT«DT«DT«DT «DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT «DT «DT«DT «DT «DT «DT «DT «DT «DT «DT «DT «DT «DT «DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DTSTM CB 2 RIM 2 3 S IN 1 12 N IN 1 S IN PA ER DT IN 1 13SUMP 3 STM CB 21 RIM 1 31 IN 4412 SE IN 44TREE TRENC DT IN PA ER DT IN 13FES 1 31 S IN FES 1 21 N IN TRENC DRAIN 21 RIM 2 43 NE IN 3 P2 4 - 12 DPE P2 11 - 1 RCP 1 P2 1 - DPE 1 P2 13 - 1 DPE 1 OCS 21 RIM 1 IN 3 STM M 2 RIM 211 N IN 11 E IN 1 11 S IN 1P2 3 44 - 1 DPE TRENC DRAIN 11 STM M 213RIM 2 43 S IN 1 S IN 1 N IN P2 2 - 1 DPE P2 2 4 - 1 DPE ϬнϬϬ 4 ϬнϱϬ Ϭнϵϴ 2 1 ϬнϱϬ 1 1 2 2 2 12ϬнϬϬ ϬнϱϬ1 1 2 1 ϬнϬϬϬнϱϬ1 1 ϬнϬϬϬнϱϬϬнϳϳ RAIN GUARDIANTURRET ORAPPRO ED EQUALINLET OUTLET PERFORATED DPE PERFORATED DPEPERMEABLEPA ERS T P TREETRENC PERFORATED DPESTM CB 3 1RIM 2 2 12 NE IN 13STM CB 3 RIM 3 412 IN 3 P3 3 - 12 RCP 2 P3 1 23 - 12 RCP 1 3 RD 1 1 S IN ERIF IT MEC P - 1 D P E 4 PERFORATED P CCONNECT TO EX STM M EX 12 N IN 12 SE IN 12 S IN ADD RISER TO MATC FINIS ED GRADESRD ATER FEATURE O ERFLO SEE MEC AND ARC ϬнϬϬ ϬнϱϬϬнϲϱSTM CB 21 RIM 2 3 NE IN RD 2141 N IN ERIF IT MEC FES 1 41 N IN 43P3 - 1 DPE FES 1 1 N IN 21 S IN 2P4 - 1 DPE 1 RD 1 1 S IN ERIF IT MEC RD SCUPPER PRIMAR ANDO ERFLO SEE MEC RD LAMB S TONGUE PRIMAR AND O ERFLO SEE MEC ϴϴϬ 1ϴϲϴϴϲϵ ϴϳϬϴϳϬϴϳϬ 1 2 2 3 4ϴϳϱϴϳϲϴϳϳϴϳϴϴϳϵϴϴϬ 3 4ϴϳϱϴϳ ϲϴϳ ϲ ϴϳϲϴϳϳ ϴϳ ϴ ϴϴϬ 1 2 3 4ϴϴϱ ϴϴϲϴϴϲϴϳϱϴϳϲϴϳϳϴϳϴϴϳϵϴϴϬ 1 2 3 4ϴϴϱϴϴϲϴϳϱ ϴϳϲ ϴϳϳ ϴϳϴ ϴϳϵ ϴϴϬ 1 2ϴϳϳϴϳϴϴϳϵϴϴϬ ϴϴϬ 1 1 2 2 3 3 4 4ϴϴϱϴϴϱϴϴϲϴϴϲBASIN 1 STORM SE ERPARKING LOT STORM SE ER T ST STORM SE ERGARAGE ENTRANCE STORM SE ER EST CUL ERT STORM SE ERBASIN 2 STORM SE ERϬнϬϬϬнϱϬ1 1 22 S ROOF DRAIN STORM SE ERSE ROOF DRAIN STORM SE ERϬнϬϬϬнϱϬ 2SE ROOF DRAIN O ERFLO STORM SE ERSTM CB 11 RIM 2 IN DA LIG T 1 E IN 3 P - DPE RD SCUPPER O ERFLO SEE MEC AND ARC RD LAMB S TONGUE O ERFLO SEE MEC AND ARC P2 12 - DPE 1 P21 2 - 12 DPE 1 P211 - 1 DPE 43 P2 2 2 3 - 1 DPE STM CB 2 RIM 1 N IN 1 S IN DT IN 1 STM CB 2 ARIM 44 DT IN STM CB 212RIM 2 112 S IN STM CB 211RIM 2 211 S IN 212 N IN 21 E IN 205C50206C50207C50209C50201C50202C50202C50212C50202C50212C50216C502PARKING LOT STORM SE ERϴϱϱϴϲϬϴϲϱϴϳϬϴϳϱϴϴϬϴϱϱϴϲϬϴϲϱϴϳϬϴϳϱϴϴϬϬнϬϬϬнϱϬ1 1 2 2 2 GARAGE ENTRANCE STORM SE ERϴϱϱϴϲϬϴϲϱϴϳϬϴϳϱϴϴϬϴϱϱϴϲϬϴϲϱϴϳϬϴϳϱϴϴϬϬнϬϬϬнϱϬ1 BASIN 1 STORM SE ER 4ϴϲϱϴϳϬϴϳϱϴϴϬϴϴϱϴϵϬ 4ϴϲϱϴϳϬϴϳϱϴϴϬϴϴϱϴϵϬϬнϬϬϬнϱϬ1 1 1 EST CUL ERT STORM SE ERϴϲϬϴϲϱϴϳϬϴϳϱϴϴϬϴϲϬϴϲϱϴϳϬϴϳϱϴϴϬϬнϬϬϬнϱϬϬнϳϱ T ST STORM SE ERϴϲϬϴϲϱϴϳϬϴϳϱϴϴϬϴϲϬϴϲϱϴϳϬϴϳϱϴϴϬϬнϬϬϬнϱϬ1 S ROOF DRAIN STORM SE ERϴϲϬϴϲϱϴϳϬϴϳϱϴϴϬϴϲϬϴϲϱϴϳϬϴϳϱϴϴϬϬнϬϬϬнϱϬ1 1 3 869.7ϴϲϵ͘ϳϬϬнϬϬ 870.8ϴϳϬ͘ϳϲϬнϱϬ 871.4 1 4 1 872.1 2 1 870.9 22 2 2 870.1 11ϬнϬϬ ϬнϱϬ1 ϬнϬϬ871.4 1 4 ϬнϱϬ871.6 1 1 873.5 3 4 1 1 866.6ϴϲϲ͘ϲϬϬнϬϬϬнϱϬϬнϳϱ STM 21 STA 1 1 RIM 1 3 D 4 2 1 IN 4412 SE IN 44 STM 2 STA 2 42RIM 2 3 D S IN 1 1 S IN 12 N IN STM 213STA 1 RIM 2 43 D 4 1 N IN S IN 1 S IN P2 4 - 12 DPE P2 2 - 1 DPE TRENC DRAIN 21 STA 4 44RIM 2 43 NE IN 3 P2 1 - DPE 1 STM 2 STA 44RIM 2 3 D S IN 1 1 S IN 12 N IN STM 2 STA 1 RIM 21 D 2 1 N IN 11 S IN 11 E IN 1 1 STM 21 STA 1 3 RIM D 3 1 IN 3 P2 13 - 1 DPE 1 P2 11 - 1 RCP 1 EXISTING GRADEPROPOSED GRADEEXISTING GRADEPROPOSED GRADEEXISTING GRADEPROPOSED GRADEPROPOSED GRADEEXISTING GRADEFES 1 3STA 13 IN FES 1 2STA 24 IN ϬнϬϬ874.0 4 ϬнϱϬ1 STM 3 1STA RIM 2 2 D 3 1 12 NE IN 13EX STM M STM 3 STA 41RIM 3 4D 4 12 IN 3 P3 1 23 - 12 RCP 1 3 P3 3 - 12 RCP 2 EXISTING GRADEPROPOSED GRADE867.8 1ϬнϬϬ 866.8ϴϲϲ͘ϳϴϬнϱϬ 865.8ϴϲϱ͘ϳϱ1 1 3 RD 1 STA 3 1 S IN P4 - 1 DPE 1 STM 1 STA 1 3 RIM 2 1 D 4 2 1 N IN 21 S IN 2 P3 - 1 DPE FES 1 4STA 1 2 2 IN 43 RD 214STA 1 N IN P2 1 - 1 DPE 1 PROPOSED GRADEEXISTING GRADEP211 - 1 DPE 43 STM 211STA 4 RIM 2 21 D 4 1 S IN 21 E IN 212 N IN 2 Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd.ISSUE / REVISIONDateMarkDescriptionSignaturePrint NameDateLicense No510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336Architecture and InteriorsI hereby cert ify that th is p lan, spec ification or reportwas prepared by me or under my d irect supervisionand that I am a du ly L icensed C iv il Engineer underthe Laws of the S tate of Minnesota.C204Civil and LandscapeEOR1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448Studio NYL219 N 2nd Street #120Minneapolis, Minnesota 55401 | 303.558.3145Structural and FacadeMechanical, Electrical and PlumbingVictus Engineering2327 Wycliff St Su ite 230, St Pau l, MN 55114 | 612 .859.8299TechnologyKCL300 4th St, West Des Mo ines, IA 50265 | 515.724 .7938LightingMazzetti1999 Broadway , Denver , CO 80202 | 720.644 .5032AcousticKRA4826 Chicago Ave, Minneapo lis, MN 55417 | 612.374.3800Project No: 2023021Southdale Library + Edina Art Center7001 York Ave S, Edina, MN 55435NOT FOR CONSTRUCTIONx:\clients_private\01115_ms&r\0014_southdale_library\09_GIMS\dwg\Sheets\C-UTILITY PLAN & PROFILE - STORM SEWER.dwg2/6/2025 5:09:39 PM BRETT EMMONS2505310/03/24 DD CHECKSET10/17/24 50% DD CHECKSET10/31/24 50% DD12/12/24 100% DD CHECKSET01/10/25 100% DD CHECKSET01/17/25 100% DDNSCALE IN FEET0'40'10' 20 'UTILITY PLAN &PROFILE - STORMSEWER PROFILE 1INFILTRATIONBASIN 12 ERTICAL SCALE2 ERTICAL SCALE2 ERTICAL SCALE2 ERTICAL SCALE2 ERTICAL SCALE2 ERTICAL SCALE02/10/25 IFPR02/10/25DRAIN TILE NOT S O N ON PROFILES REFER TO PLAN IE FOR DRAIN TILELOCATIONS AND IN ERTS ISSUED FOR PERMIT REVIEWPage 883 of 1184 2 3 4 3 4 ϴϲϱ ϴϲϲ ϴϲϳ ϴϲϴ ϴϲϵ ϴϳϬ 1 2 3 4 ϴϳϱ ϴϳϲ ϴϳϳ ϴϳϴ ϴϳϵ ϴϴϬ 1ϴϳ ϳϴϳϴϴϳ ϵϴϴϬ 1 2 3 4 ϴ ϴ ϱ 4FFE: 873.00'L2: 891.00'FFE: 873.00' S E-UE-UE-UE-UE-UE-UE-U E-U E-U E-U E-U E-U E-U E-U E-U T-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UGGDT «DT «DT «DT «DT«DT«DT«DT«DT«DT«DT «DT «DT «DT «DT «DT «DT «DT «DT «DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DTDT «DT «DT «DT «DT «DT «DT «DT «DT «DT «DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT «DT«DT«DT«DT«DT«DT«DT«DT«DT«DT «DT«DT«DT«DT «DT «DT «DT «DT «DT «DT «DT «DT «DT «DT «DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DTSTM CB 2 RIM 2 3 S IN 1 12 N IN 1 S IN PA ER DT IN 1 13SUMP 3 STM CB 21 RIM 1 31 IN 4412 SE IN 44TREE TRENC DT IN PA ER DT IN 13TRENC DRAIN 21 RIM 2 43 NE IN 3 FES 2 3 S IN FES 2 43 N IN FES 2 1 N IN 4 IT DUCKBILL AL EOCS 2 1RIM 42 IN 2 1 FES 2 42 E IN 2 P2 4 - 1 2 D P E P2 2 - 42 RCP P2 1 3 - 3 R CP P2 1 - DPE 1 STM M 2 RIM 211 N IN 11 E IN 1 11 S IN 1P2 3 44 - 1 DPE STM M 213RIM 2 43 S IN 1 S IN 1 N IN P2 2 - 1 DPE P2 2 4 - 1 DPE ϬнϬϬ ϬнϱϬ 4 ϬнϬϬϬнϱϬϬнϵϴϬнϬϬ ϬнϱϬ 32 1ϬнϬϬϬнϱϬ1 1 2 2 2 12 ϬнϬϬϬнϱϬ 1 1 2 ϬнϬϬϬнϱϬ ϬнϬϬ ϬнϱϬ Ϭнϳϳ PERFORATED DPE PERFORATED DPERD 1 1 S IN ERIF IT MEC P - 1 DPE FES 1 1 N IN STM CB 21 RIM 2 3 NE IN RD 2141 N IN ERIF IT MEC ϴϲϱϴϲϲϴϲϳϴϲϴ ϴϱϱ ϴϱϲ ϴϱϳ ϴϱϴ ϴϱ ϵ ϴϲϬ ϴϲϬ 1 1 2 2 ϴϱϱϴϱϲϴϱϳϴϱϴϴϱϵϴϲϬ 1 2 2 3 4ϴϲϱϴϲϲϴϲϳϴϲϳϴϲϴϴϲϴϴϲϴ ϴϱϱϴϱϲ 2 2 3 ϴϳϳ ϴϳϴϴϳϵϴϴϬ 3 4 ϴϳϱ ϴϳϲ ϴϳϳ ϴϳϴ ϴϳϵ ϴϴϬ ϴϲϱ ϴϲϲ ϴϲϳ ϴϲϴ ϴϲϵ ϴϳϬ 1 2 3 4ϴϳ ϱ ϴϳϲ BASIN 1 STORM SE ERPARKING LOT STORM SE ERGARAGE ENTRANCE STORM SE ERBASIN 2 STORM SE ERSE ROOF DRAIN STORM SE ERBASIN 3 STORM SE ERBASIN 4 STORM SE ERϬнϬϬ ϬнϱϬ 2 SE ROOF DRAIN O ERFLO STORM SE ERSTM CB 11 RIM 2 IN DA LIG T 1 E IN 3 P - DP E P2 12 - DPE 1 P21 2 - 12 DPE 1 P211 - 1 DPE 43 P2 2 2 3 - 1 DPE STM CB 2 RIM 1 N IN 1 S IN DT IN 1 STM CB 2 ARIM 44 DT IN STM CB 212RIM 2 112 S IN STM CB 211RIM 2 211 S IN 212 N IN 21 E IN 2BASIN 2 STORM SE ERϴϱϱϴϲϬϴϲϱϴϳϬϴϳϱϴϴϬϴϴϱϴϵϬϴϵϱϴϱϱϴϲϬϴϲϱϴϳϬϴϳϱϴϴϬϴϴϱϴϵϬϴϵϱϬнϬϬϬнϱϬ1 1 2 2 3 BASIN 3 STORM SE ERϴϱϱϴϲϬϴϲϱϴϳϬϴϳϱϴϱϱϴϲϬϴϲϱϴϳϬϴϳϱϬнϬϬϬнϱϬ1 SE ROOF DRAIN STORM SE ERϴϲϬϴϲϱϴϳϬϴϳϱϴϴϬϴϲϬϴϲϱϴϳϬϴϳϱϴϴϬϬнϬϬϬнϱϬ1 BASIN 4 STORM SE ERϴϱϱϴϲϬϴϲϱϴϳϬϴϳϱϴϱϱϴϲϬϴϲϱϴϳϬϴϳϱϬнϬϬϬнϱϬ1 SE ROOF DRAIN O ERFLO STORM SE ERϴϲϬϴϲϱϴϳϬϴϳϱϴϴϬϴϲϬϴϲϱϴϳϬϴϳϱϴϴϬϬнϬϬϬнϱϬ1 ϬнϬϬϬнϱϬ1 1 870.8 32 871.0 1 2 3 ϬнϬϬϬнϱϬ1 864.4 4 41ϬнϬϬ 865.6 1ϬнϱϬ 1 864.7 4 ϬнϬϬ864.1 4 13ϬнϱϬ1 STM 2 STA 2 4 3RIM 2 3 D S IN 1 1 S IN 12 N IN STM 2 STA 2 RIM 21 D 2 1 N IN 11 S IN 11 E IN 1 1P2 3 44 - 1 DPE P2 2 4 - 1 DPE FES 2 STA 2 22IN 4 P2 2 - 42 RCP FES 2 STA 1 3 IN 2 OCS 2 1STA 23 3RIM 42 IN 2 1 FES 2 STA IN FES 2 4STA 2 IN P2 1 3 - 3 RCP EXISTING GRADEPROPOSED GRADEPROPOSED GRADEPROPOSED GRADEPROPOSED GRADEEXISTING GRADEEXISTING GRADEFES 1 STA 12 IN P - 1 DPE RD 1 STA 4 1 S IN PROPOSED RETAINING ALL B OT ERS 2 ERTICAL SCALE2 ERTICAL SCALE2 ERTICAL SCALE2 ERTICAL SCALE865.8 4ϬнϬϬ 866.3 2 ϬнϱϬ1 PROPOSED GRADE2 ERTICAL SCALEEXISTING GRADEP - DPE STM 11 STA RIM 2 D 2 3 IN DA LIG T 1 STA 1 1IN 3 P2 2 2 3 - 1 DPE STM 2 STA 1 21 3RIM D 1 N IN 1 S IN C205BRETT EMMONS2505310/03/24 DD CHECKSET10/17/24 50% DD CHECKSET10/31/24 50% DD12/12/24 100% DD CHECKSET01/10/25 100% DD CHECKSET01/17/25 100% DDUTILITY PLAN & PROFILE- STORM SEWERPROFILE 2INFILTRATIONBASIN 4INFILTRATIONBASIN 2NSCALE IN FEET0'40'10' 20 'INFILTRATIONBASIN 302/10/25 IFPR02/10/25DRAIN TILE NOT S O N ON PROFILES REFER TO PLAN IE FOR DRAIN TILELOCATIONS AND IN ERTS Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd.ISSUE / REVISIONDateMarkDescriptionI hereby cer ti fy tha t th is p lan, speci fica tion or repor twas prepared by me or unde r my direct supe rv isionand that I am a duly Licensed Landscape Architectunder the laws of the State of M innesota.Signa turePrint NameDateLicense No510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336Architecture and Interiors County Project No : 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: L iz VeaderkoOwnerHennepin County MinnesotaFacility Services DepartmentA2208 Government Center, 300 South S ixth S tree tMinneapolis , MN 55487 | 612-596-6949 2/5/2025 3:19:02 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvtCivil and LandscapeEOR1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448Studio NYL219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145Structural and FacadeMechanical, Electrica l and PlumbingVictus Engineering2327 Wycliff St Sui te 230, St Pau l, MN 55114 | 612 .859.8299TechnologyKCL300 4th St, West Des Moines, IA 50265 | 515.724.7938LightingMazzetti1999 Broadway, Denver, CO 80202 | 720.644.5032PLANNING REVIEWAcousticKRA4826 Ch icago Ave, Minneapol is, MN 55417 | 612 .374.3800MSR Project No: 2023021Southdale Library+ Edina Art Center7001 York Ave S, Edina, MN 55435I hereby cer ti fy tha t this p lan, specif ica tion or repor twas prepared by me or unde r my direct supe rv isionand that I am a duly Licensed Engineer unde r the laws o f the S ta te o f Minnesota.Page 884 of 1184 C500BRETT EMMONS2505310/03/24 DD CHECKSET10/17/24 50% DD CHECKSET10/31/24 50% DD12/12/24 100% DD CHECKSET01/10/25 100% DD CHECKSET01/17/25 100% DDCIVIL DETAILS 1HARD SURFACEPUBLIC ROAD6-12"50' MIN20'3" CLEAR ROCKNOTE :- STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED FOR THEDURATION OF THE CONSTRUCTION PROCESS.- ROCK SHALL BE UNDERLINED WITH MNDOT TYPE 3 GEOTEXTILE FABRIC.MNDOT TYPE 3 GEOTEXTILE 6" min.6" mi n .(12" min . anchor spac ing)2" min . 3" (4'-0 " min . an chor spac ing)(18" min . anchor spac ing)Edge LapAnchor Tren ch End Splice1Compacted So i lBackf i ll Edge LapNOTES:1. SECURE BLANKET TO GROUND ACCORDINGTO MANUFACTURER'S RECOMMENDEDANCHORING PATTERN AND M IN IMUM SHOWN IN TABLE 1 .2. SPACE TOP ROW OF STAPLES AT 18 INCH,BOTTOM ROW AT 36 INCH CENTERS, ANDALL OTHERS AT 24 INCH CENTERS.APPROXIMATELY 30 STAPLES REQUIREDPER SQUARE (100 SQ .-FT. ) OF EROSIONCONTROL MAT.3. WHERE EROS IVE GU LLIES HAVE DEVELOPED IN BACKSLOPE, FILL W ITH SO IL ANDCOMPACT PRIOR TO PLACEMENT OFEROSION CONTROL MAT .4. 4 FEET M INIMUM TO 8 FEET MAXIMUM OR ASSPECIFIED . PLACE STAPLES THE SAME ASFOR SPEC IAL D ITCH CONTROL .5. 4 FEET UNLESS SPECIF IED OTHERW ISE FORFORESLOPE PROTECTION.6. IF EROS IVE RILL HAS DEVELOPED ADJACENTTO SHOULDER MATERIAL, FILL W ITHSUITABLE SOIL AND COMPACT PR IOR TOPLACEMENT OF MAT.ANCHOR TRENCHEDGE LAPEND SPLICETABLE 1Max. slopeMin. anchors≤ 3:12:11:11.5/yd ²2/yd²2.5/yd ²DIRECT ION OF RUNOFF MINIMUM POSTEMBEDMENT 24" 6"MIN.6"MIN . 30" MIN. HEIGHT STEEL FENCE POST, 5'MAX. SPAC ING.STD. FIELD FENCE , MIN.30" HIGH.GEOTEXTILE FABRIC.OVERLAP FABRIC 6" ANDFASTEN AT 2 ' INTERVALS.LAY FABRIC IN THE TRENCH .FABRIC TO MEET MNDOTSPEC. TABLE 3886 -1FABRIC ANCHORAGETRENCH. BACKFILLTRENCH WITH TAMPEDNATURAL SOIL.SUPPORT POSTANCHORAGE IN-SITUSOIL.NOTE: ATTACH FABRIC TO W IREMESH AND SUPPORT POSTS WITHRINGS OR W IRE TIES .WIRE ORCABLE TIESFABRICPOST'BEST' T-POST WITHATTACHMENT TOPOSTOVERLAP GEOTEXTILEFABRIC 6" AND FASTENAT 2' INTERVALS.ENDS SECURELY CLOSED TOPREVENT LOSS OF OPENGRADED AGGREGATE F ILL .SECURED WITH 50 PS I. Z IP T IE .FRONT, BACK, ANDBOTTOM TO BEMADE FROM SINGLEPIECE OF FABRIC.MINIMUM DOUBLESTITCHED SEAMS ALLAROUND SIDE PIECESAND ON FLAP POCKETS.INLET SPECIFICATIONS AS PERTHE PLAN DIMENSION LENGTH ANDWIDTH TO MATCH FLAP POCKET.USE REBAR OR STEEL ROD FORREMOVAL (FOR INLETS WITHCAST CURB BOX REPLACE RODWITH WOOD 2" X 4 ").EXTEND 10 " BEYOND GRADEWIDTH ON BOTH S IDES , LENGTHVARIES. SECURE TO GRATEWITH WIRE OR PLASTIC TIES .OVERFLOW HOLES (2 " X 4"HOLE SHALL BE HEAT CUT INTO ALL FOUR SIDE PANELS) .BUTT JOINTS.NOTES:1. SEDIMENT CONTROL LOGS TO BE 6" DIAMETER UNLESS OTHERWISE NOTED.2. STAKED INTO THE GROUND WITH WOOD STAKES.3. WOOD STAKES ARE A MINIMUM OF 2"X16.5" UNLESS PRECLUDED BY PAVED SURFACE OR ROCK.4. WOOD STAKES DRIVEN DOWNSLOPE OF SEDIMENT CONTROL LOG AT AN APPROXIMATE ANGLE OF 45° WITH THE TOP OF THE STAKEPOINTING UP STREAM.5. WHEN MORE THAN ONE SEDIMENT CONTROL LOG IS NEEDED, OVERLAP ENDS A MINIMUM OF 6" AND STAKE.SEDIMENT CONTROL LOG6"1'TYP.SEDIMENT CONTROL LOGSTAKESTAKEEMBED IN 2"DEEP TRENCHC50001STABILIZED CONSTRUCTION ENTRANCENOT TO SCALE C50003EROSION CONTROL BLANKET AT SLOPENOT TO SCALE C50005SILT FENCENOT TO SCALE C50002FILTER BAG INSERTNOT TO SCALE C50004ADA PARKING STALL SIGN POSTNOT TO SCALE C50006SEDIMENT LOGNOT TO SCALE 02/10/25 IFPR02/10/258.5' TYP.8.5 ' TYP.REFER TOPLAN2' TYP.4" DIAGONAL WHITEPARKING STRIPING (TYP.)4" WHITE PARKINGSTRIPING (TYP.)ACCESSIBLE PARKINGSTRIPING SYMBOL (TYP.)CONCRETE CURB. REFERTO PLAN FOR TYPE, TYP.CONCRETE BOLLARD WITHACCESSIBLE PARKINGSIGN, TYP. SEE DETAIL.1'C50007ACCESSIBLE PARKINGNOT TO SCALE Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd.ISSUE / REVISIONDateMarkDescriptionI hereby cer ti fy tha t th is p lan, speci fica tion or repor twas prepared by me or unde r my direct supe rv isionand that I am a duly Licensed Landscape Architectunder the laws of the State of M innesota.Signa turePrint NameDateLicense No510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336Architecture and Interiors County Project No : 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: L iz VeaderkoOwnerHennepin County MinnesotaFacility Services DepartmentA2208 Government Center, 300 South S ixth S tree tMinneapolis , MN 55487 | 612-596-6949 2/5/2025 3:19:02 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvtCivil and LandscapeEOR1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448Studio NYL219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145Structural and FacadeMechanical, Electrica l and PlumbingVictus Engineering2327 Wycliff St Sui te 230, St Pau l, MN 55114 | 612 .859.8299TechnologyKCL300 4th St, West Des Moines, IA 50265 | 515.724.7938LightingMazzetti1999 Broadway, Denver, CO 80202 | 720.644.5032PLANNING REVIEWAcousticKRA4826 Ch icago Ave, Minneapol is, MN 55417 | 612 .374.3800MSR Project No: 2023021Southdale Library+ Edina Art Center7001 York Ave S, Edina, MN 55435I hereby cer ti fy tha t this p lan, specif ica tion or repor twas prepared by me or unde r my direct supe rv isionand that I am a duly Licensed Engineer unde r the laws o f the S ta te o f Minnesota.PARKING VEHICL E IDREQUIREDVANACCESSIBLE PENALTY SIGN W ITH WORD INGAS REQU IRED BY STATE OR LOCAL LAWSEE BREAK AWAY TUBE POST WHENPIPE BOLLARD IS NOT REQU IRED GALVANIZED SQUARE TUBEUSE 6" SCH. 40 STEEL P IPE F ILLED WITHCONCRETE WITH TOP ROUNDED W ITHBLACK IDEAL SHIELD ONLY WHEN SIGNIS IN PAVED AREA OR S IDEWALKSLOPE TOP OF CONCRETEGROUND / PAV ING SURFACE35OO PSIP.C. CONCRETE 5' (MIN.)5.5' (MAX.) 4'3' 3" MIN.1.5 '4' EDGE OF TRAVEL WAY SINGLE POSTNOTES1. ALL SIGNS SHAL L COMPLY WI TH US DEPARTMENT OF TRANSPORTAT ION , FED ERAL HIGHWAY ADM IN ISTRAT ION 'S "MANUAL OF UN IFORM TRAFF ICCONTROL DEV ICES, " LOCAL CO DES AND AS SPEC IFI ED. MOUNT S IGNS TO POS T IN ACCOR DANCE W ITH MANU FACTURER 'S INSTRUCT IONS .2. GA LVANI ZED SQUARE TUBE POS T TUB ES - 2" x 2" x 316" 14ga POS T TUB E SHA LL MEE T AS TM A1 011 GRADE 50. POS T TUB E GALV ANIZED AS PER ASTM A 653 GRADE 90 . ANCHOR TUBE - 2 14" x 2 14" x 316" 14 g a HEA VY DUT Y ANCHOR TUBE SHALL MEET ASTM A500 GRADE B. S TRUCTURAL TUBE AND S TEEL SHALL BE HOT D IP GALVAN IZED PER A STM A1 23 .THE UPPER SIGN OPST SHALL TEL ESCOPE INS IDE THE ANCHOR TUBE A M IN IMUM OF 12 ". THE ANCHOR TUBE SH ALL BE A M INIMUM 48" DEEP WITH 3 "MIN. 4" MAX . EX POSED ABOV E F IN ISH GRADE .C50008ADA PEDESTRAIN CURB RAMP DETAILSNOT TO SCALE C50009ADA PEDESTRAIN CURB RAMP DETAILSNOT TO SCALE Page 885 of 1184 MIN 7.0" AGGREG BASE, MNDOT 3138CLASS 5, 5Q OR 6 100% CRUSHEDCOMPACTED, TEST-ROLLED &APPROVED SUBGRADEMIN 2.0" BITUM, MNDOT SPWEA240F(PG58V-34) FOR WEAR COURSEMIN 2.0" BITUM, MNDOT SPNWB230E(PG58H-28) FOR NON-WEAR COURSEC501BRETT EMMONS2505310/03/24 DD CHECKSET10/17/24 50% DD CHECKSET10/31/24 50% DD12/12/24 100% DD CHECKSET01/10/25 100% DD CHECKSET01/17/25 100% DDCIVIL DETAILS 2C50101HYDRANT AND GATE VALVENOT TO SCALE C50104STANDARD SANITARY SEWER MANHOLENOT TO SCALE C50105SEWER AND WATER SERVICE CONNECTIONNOT TO SCALE C50106COMMERCIAL DRIVEWAY APRONSNOT TO SCALE C50102GATE VALVE AND BOXNOT TO SCALE C50103CONCRETE THRUST BLOCKNOT TO SCALE C50107ROADWAY REMOVAL AND SUBGRADE REPAIRNOT TO SCALE C5018CONCRETE CURB & GUTTERNOT TO SCALE C50109PARKING LOT ASPHALT SURFACINGNOT TO SCALE 24" MAX.12"30"12"6"CAST-IN-PLACE CONCRETE WALL;SEE PLAN FOR ELEVATIONSC.I.P. CONCRETE FOOTING#5 EPOXY-COATED REBAR,@ 12" O.C.34" CHAMFERGRAVEL BORDER(3) #5 EPOXY-COATED REBAR,CONTINUOUS#5 EPOXY-COATED REBAR,@ 18" O.C.EXISTING SUBGRADE#5 EPOXY-COATED REBAR,@ 12" O.C., BOTTOMNOTE:1. ALL REBAR TO BEMIN. 2" FROM EDGEOF CONCRETECOMPACTED CLASS 5 BASEMNDOT 3138 100% CRUSHED36"2" D X 4" W RUNNING KEY, TYP.C50110CIP CONCRETE RETAINING WALL AT TRANSFORMERNOT TO SCALE C50111BOLLARD AT TRANSFORMERNOT TO SCALE 42"42"6"ROUNDED CONCRETE CAP TO DRAINPAINT TWO COATS TRAFFIC YELLOW8" Ø STEEL PIPE; FILL WITH CONCRETECEMENT WASH SLOPED 1" ABOVE PAVINGASPHALT PAVING24" ØCONCRETE FOUNDATION3,000 PSI MIN.COMPACTED BASE02/10/25 IFPR02/10/25Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd.ISSUE / REVISIONDateMarkDescriptionI hereby cer ti fy tha t th is p lan, speci fica tion or repor twas prepared by me or unde r my direct supe rv isionand that I am a duly Licensed Landscape Architectunder the laws of the State of M innesota.Signa turePrint NameDateLicense No510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336Architecture and Interiors County Project No : 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: L iz VeaderkoOwnerHennepin County MinnesotaFacility Services DepartmentA2208 Government Center, 300 South S ixth S tree tMinneapolis , MN 55487 | 612-596-6949 2/5/2025 3:19:02 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvtCivil and LandscapeEOR1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448Studio NYL219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145Structural and FacadeMechanical, Electrica l and PlumbingVictus Engineering2327 Wycliff St Sui te 230, St Pau l, MN 55114 | 612 .859.8299TechnologyKCL300 4th St, West Des Moines, IA 50265 | 515.724.7938LightingMazzetti1999 Broadway, Denver, CO 80202 | 720.644.5032PLANNING REVIEWAcousticKRA4826 Ch icago Ave, Minneapol is, MN 55417 | 612 .374.3800MSR Project No: 2023021Southdale Library+ Edina Art Center7001 York Ave S, Edina, MN 55435I hereby cer ti fy tha t this p lan, specif ica tion or repor twas prepared by me or unde r my direct supe rv isionand that I am a duly Licensed Engineer unde r the laws o f the S ta te o f Minnesota.Page 886 of 1184 EXISTING21" RCPBASE SLAB PLACED ON24" APPROVEDCOMPACTEDFOUNDATION MATERIALSIDE VIEW(N.T.S)RIPRAP AROUNDINLET GRATEDUCKBILL VALVE TOPREVENT INFLOWFROM WETLAND3:1RE = 863.80IE = ±857.30IE = 857.30IE = 857.004 C502BRETT EMMONS2505310/03/24 DD CHECKSET10/17/24 50% DD CHECKSET10/31/24 50% DD12/12/24 100% DD CHECKSET01/10/25 100% DD CHECKSET01/17/25 100% DDCIVIL DETAILS 33:1 MAX.VARIABLE,SEE NOTESEE PLANTING PLANDEPTH - MAX . 1 .0 FT - SEE GRADING PLANSUNDISTURBED ,UNCOMPACTED IN SITU SOIL3" DOUBLE SHREDDEDHARDWOOD MULCHBIORETENTION MEDIUMWELL BLENDED MIXTURE (BY VOLUME):70% HOMOGENOUS CONSTRUCTION SAND30% ORGANIC LEAF COMPOSTSCARIFY SUBGRADE 12"-18"BIORETENTION MED IUM DEPTH :12" FOR BASINS 2, 3, AND 418" FOR BAS IN 1NOTES:1. DES IGN SHOULD ACCOUNT FOR ROOTDEPTH TO ALLOW TURF TO GROW ANDPREVENT EROSION AROUND GRATE SOTHAT HAZARDS DO NOT FORM. 6" MIN . ON8"-24" DRAIN BASIN, 10" MIN . ON 30" DRAINBASIN. VERIFY WITH MANUFACTURER'SRECOMMENDATIONS .2. DO NOT INSTALL PIPE BEDD ING ADJACENTTO VERTICAL SECTION OF DRAIN BASIN INBIO INFILTRTION BASIN SETTING.FRAME AND COVER.SEE STORMDRAINSCHEDULE RIM ELEVATION: SEE GRADING ANDDRAINAGE PLANTOP SO IL1UNIFORMLY COMPACTED CRUSHEDSTONE OR GRANULAR BEDDING PERMANUFACTURER'S RECOMMENDATION. SUMP DEPTH.SEE GRADING AND DRAINAGE PLAN. 4" MIN. ON 12"-24"6" MIN. ON 30". MIN. PIPE BURIALDEPTH PER PIPEMANUFACTURERRECOMMENDATION2BOTTOM WIDTH2' - 3'2:1 MAX SIDE SLOPES 1'DEPRESSION VEGETATED BUFFERSTRIP (OR OTHERPRETREATMENT)UNDISTURBED ,UNCOMPACTED, IN SITU SOILPROPERTY L INE SOD; STAPLE PERPENDICULARTO SLOPE. TRENCH 3" INTOTOPSOIL AT TOP OF SLOPE.C50211INFILTRATION BASINNOT TO SCALE C50208DRAIN BASINNOT TO SCALE C50214SWALENOT TO SCALE CONCRETE PAVINGEXTERIOR WALL AND STEEL PLATE;SEE ARCHITECTURALROCK MULCH; PROVIDE MULCH TOTO REVEAL OF WALLLANDSCAPE FABRICPREPARED SUBGRADEAGGREGATE BASE1" TYP.STORM SEWER; SEE STORM PLANSTORM DRAIN; SEE STORM PLAN3"2"24 C50212ROCK MULCH MAINTENANCE STRIP WITH ROOF DRAIN OVERFLOWNOT TO SCALE 18" B IOF ILTRATIONMEDIA6" DRAINT ILE(NO SOCK )14" TO 12" WASHEDRIVER RUN PEAGRAVEL2"SCARIFIEDDECOMPACTEDSUBGRADE12"2"MIN.ALL PVC PIPE SHALL BESCHEDULE 40 ORAPPROVED EQUAL0.10'6" PVC RISER PIPE6" - 90° LONG SWEEP PVC BEND.6" HDPE DUAL WALL -SMOOTH INTER IORPERFORATED DRAINT ILEW / NO SOCKTHREADED PVC SCREW CAP2/ LUG FOR GRIPPING (APPLYWATER RESISTANTLUBRICANT ON THREADS)FINISHED GRADEHDPE TO PVC FERNCO 1070CONNECTOR OR APPROVED EQUALPVC DEAD END PLUGC50209DRAINTILENOT TO SCALE C50210PVC DRAINTILE CLEANOUTNOT TO SCALE 4"24"2"8"PERMEABLE PAVERS - SEE ENLARGEMENTPLAN A FOR PATTERN - SEE SPECIFICAT IONSFOR TYPE2" SETTING BED - 14 - 38" OPEN-GRADED STONEFILL OPENINGS WITH 14 - 38" STONE12" W IDE CONCRETERIBBON CURB34 - 1" CLEAN, WASHED QUARRY STONE,NO FINES, NO L IMESTONE1 12 - 3" CLEAN, WASHED QUARRY STONE,NO FINES, NO L IMESTONEMNDOT 3733 - TYPE 1 FABR IC ON SIDES; WRAP AT TOP TO T IE INTOPAVERS; DO NOT INSTALL FABRIC ABOVE STONES UNDER PAVERSUNCOMPACTED SUBGRADEASPHALT SURFAC ING, TYP.COMPACTEDCLASS 5 BASE6" PERFORATED DRA INTILE6"12"C50206PERMEABLE PAVERS AT ASPHALT SURFACINGNOT TO SCALE DECIDUOUS TREESHREDDED HARDWOODMULCHNATIVE PLANTINGS 8' 6" 36"SCARIFIED SUB-GRADECU-STRUCTURAL SO IL ®6" PERFORATED DRAINTILECONCRETE CURB ANDGUTTER. TYP .PERMEABLE PAVERSURFACINGROOTING TOPSO IL BORROWASPHALT SURFACING24" MIN.NOT TO EXCEED 3:1SLOPE, REFER TOGRADING PLAN12"C50207TREE TRENCHNOT TO SCALE C50203RIGID STORM DRAIN PIPE BEDDINGNOT TO SCALE C50204FLEXIBLE STORM DRAIN PIPE BEDDINGNOT TO SCALE C50205RAIN GUARDIAN TURRETNOT TO SCALE C50202FLARED END SECTIONNOT TO SCALE C50201TYPE "CC" CATCH BASIN MANHOLENOT TO SCALE C50213OCS 100NOT TO SCALE 02/10/25 IFPR02/10/25C50215FOUNDATION DRAIN DETAILNOT TO SCALE 8"-10" TOPSOILDRAIN TILE AROUNDBUILDING PERIMETERDRAIN T ILE TO L IFT STATION(SEE MECH. PLANS)8"-10" LOW PERMEABIL ITY SOILCLEAN, WELL DRA INING BACKF ILLGEO-TEXTILE FILTER FABRIC TOWRAP ENT IRE STONE BEDMIN 14" TOTAL DEPTHWASHED GRAVEL OR STONEC50216CONCEALED CATCH BASINNOT TO SCALE SLOPE TO DRAINSLOPE TO DRAINRIM ELEV. VARIESSEE C203 2" MIN.16" D IA . M IN.COVER TOP OF CATCH BAS INWITH 2" OF ROCK , TO MATCHSURROUNDING ROCKMAINTENANCE STR IPGEO FABRIC , TYP .NDS GALV . STEELGRATE, SEE L700NDS R ISER IF REQUIREDNDS 12 " SQUARECATCH BASINNDS UNIVERSAL OUTLET INVERT ELEVATION , SEE C203GRANULAR FILLGEO FABRIC , TYP . Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd.ISSUE / REVISIONDateMarkDescriptionI hereby cer ti fy tha t th is p lan, speci fica tion or repor twas prepared by me or unde r my direct supe rv isionand that I am a duly Licensed Landscape Architectunder the laws of the State of M innesota.Signa turePrint NameDateLicense No510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336Architecture and Interiors County Project No : 1005259County Contract No: PR00006399County Facilty No: 071County Project Manger: L iz VeaderkoOwnerHennepin County MinnesotaFacility Services DepartmentA2208 Government Center, 300 South S ixth S tree tMinneapolis , MN 55487 | 612-596-6949 2/5/2025 3:19:02 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvtCivil and LandscapeEOR1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448Studio NYL219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145Structural and FacadeMechanical, Electrica l and PlumbingVictus Engineering2327 Wycliff St Sui te 230, St Pau l, MN 55114 | 612 .859.8299TechnologyKCL300 4th St, West Des Moines, IA 50265 | 515.724.7938LightingMazzetti1999 Broadway, Denver, CO 80202 | 720.644.5032PLANNING REVIEWAcousticKRA4826 Ch icago Ave, Minneapol is, MN 55417 | 612 .374.3800MSR Project No: 2023021Southdale Library+ Edina Art Center7001 York Ave S, Edina, MN 55435I hereby cer ti fy tha t this p lan, specif ica tion or repor twas prepared by me or unde r my direct supe rv isionand that I am a duly Licensed Engineer unde r the laws o f the S ta te o f Minnesota.Page 887 of 1184 86 5 870875862 863 864 86 6 867868 869871872873874876 865870875880863864866867868869871872873874876877878879881 875 880 885873874 87687787887988188288388488687087588088586786786886987187287387 4 87687787887988188288388488687 5 880 88587487 6876876 87787887988 1 882883884886865864866867868869865864866 CFCFCF CFCFCFCFCFCFCF CF CFCFCFWest 7 0 t h S t .X e r x e s A v e S . Y o r k A v e S . ( C o . R d . N o . 3 1 )PROPERTY BOUNDARYPROPERTY BOUNDARYPROPERTY BOUNDARY PROPERTY BOUNDARY L101NBAR IS ONE INCH ONOFFICIAL DRAWINGS IF NOT ONE INCH AD JUSTSCALE ACCORDINGLY01"SCALE IN FEET0'60'15' 30 'EXISTING TREE - PRESERVEAND PROTECTEXISTING TREES -PRESERVE AND PROTECT5" CIP CONCRETE PLAZA4" CIP CONCRETE WALKSASPHALT SURFACINGASPHALT TRAILPERMEABLE PAVERSCONCRETE PAVERSSTABILIZED CRUSHED GRANITE SURFACINGGRAVEL PATHLEGENDVEHICULAR PERMEABLE PAVING - REFER TO CIVILVEHICULAR ASPHALT PAVING - REFER TO CIVILPROPOSED TREES AND SHRUBS02/10/25 IFPR LANDSCAPE LAYOUTAND MATERIALS PLANWETLAND BOARDWALKCONCRETE AND GABION SEAT WALLGABION RETAINING WALL WITH SEAT TOPLIMESTONE STEPPERS10L500CONCRETE AND GABION WALLWITH SEAT TOP9L500EXISTING UTILITYBOXES - PRESERVEAND PROTECTGABION WALL AND LIBRARY SIGNSTONE OUTCROPPINGVEHICLE BARRIERS15L500GABION SEAT WALL4" CONCRETE WALK10' WIDESTABILIZED CRUSHED GRANITE PLAZACONCRETE BOARDWALKTRAIL SECTIONGRAVEL PATHWAYASPHALT TRAIL5" CONCRETE PLAZA5" CONCRETE PLAZA4" CONCRETE WALKWAY6' WIDECONCRETE STAIR WITH RAILING5" CONCRETE PLAZASTABILIZED CRUSHEDGRANITE PLAZA5L5008L50016L5006L5001L5001L5005L50017L5001L5008L5004" CONCRETE WALKWAY4' WIDE5L5004" CONCRETE WALKWAY6' WIDE5L500CONCRETE STAIR WITH RAILING17L500SOUTHDALE LIBRARY +EDINA ARTS CENTERWETLANDCONCRETE BOARDWALKSECTION16L500TREE PROTECTION FENCETREE PROTECTION FENCECFCFCFTREE PROTECTION FENCEEXISTING TREESCIP RETAINING WALL - REFER TO CIVILCONCRETE PAD FOR TRANSFORMER - REFER TO CIVILROCK MULCHMAINTENANCE STRIP12L500BRITTA HANSEN2/6/202553307Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd.ISSUE / REVISIONDateMark DescriptionI hereby ce rti fy that th is p lan , speci fication or repo rtwas prepared by me o r under my di rect supe rv isionand that I am a duly L icensed Landscape Archi tectunder the laws of the State of M inneso ta .SignaturePrint NameDateLicense No510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Fac ilty No: 071County Project Manger: L iz VeaderkoOwnerHennepin County MinnesotaFacility Services DepartmentA2208 Government Center, 300 South Sixth Stree tMinneapolis , MN 55487 | 612-596-6949 2/5/2025 3:19:02 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvtCivil and LandscapeEOR1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448Studio NYL219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145Structural and FacadeMechanical, Electrica l and PlumbingVictus Engineering2327 Wycliff St Su ite 230, St Pau l, MN 55114 | 612 .859.8299TechnologyKCL300 4th St, West Des Mo ines, IA 50265 | 515.724 .7938LightingMazzetti1999 Broadway , Denver , CO 80202 | 720.644 .5032PLANNING REVIEWAcousticKRA4826 Chicago Ave, Minneapo lis, MN 55417 | 612.374.3800MSR Project No: 2023021Southdale Library+ Edina Art Center7001 York Ave S, Edina, MN 55435Page 888 of 1184 L10212"CONCRETE RIBBON CURB8"6"2"ADJACENT PERMEABLEPAVERS (SEE 06/C502)CONCRETE PAVERSSAND SETTING BEDCOMPACTED CLASS 5 BASEADJACENT CONCRETEPLAZAUNCOMPACTED SUBGRADEEXPANSION JOINTMATERIAL12"1L102No Scale 5" CONCRETE PLAZA2L102No ScaleCONCRETE CONTROL JOINTS5L102No Scale4" CONCRETE SIDEWALK6L102No Sca leASPHALT TRAIL8L102No Scale STABILIZED CRUSHED GRANITE PLAZA11L102No Sca leGABION WALL WITH SEAT TOP9L102No ScaleLIMESTONE STEPPERSD D/41/4"CONCRETEPAVEMENTCOMPACTED CLASS5 AGGREGATE BASE- MNDOT SPEC. 2211COMPACTEDSUBGRADESAWED JOINT (TYP.) -LOCATIONS AS SHOWNON PLANSCONCRETE PAVEMENT (MIX 3Y32C);MEDIUM BROOM FINISHCOMPACTED CLASS 5 BASE -MNDOT 3138 100% CRUSHED(NEW OR EXISTING)COMPACTED OR UNDISTURBEDSUBGRADEREFER TO LANDSCAPE PLAN FOR EDGE CONDITION -ADJACENT GRADE TO BE 1.5" BELOW TOP OF CONCRETE1" DEPTH SAWN CONTROL JOINT; SEEPLANS FOR LOCATION AND JOINT PATTERNVARIES1/2"NOTE:TYP. EXPANSION JOINT, SHALL BE - 100' O.C. MAXIMUM ANDAS LOCATED ON PLANS AND WHERE WALK ABUTS ANYFIXED OBJECT (EG. WALLS, CURBS, MANHOLES ETC.)EXPANSION JOINTS SHALL BE SEALED WITH A POURABLEGREY SEALANT INCIDENTAL TO CONCRETE CONSTRUCTION.JOINT SEALANT, 12" DEEPPREMOLDED JOINT FILLERCONCRETE PAVEMENT12 INCHEXPANSIONJOINT14 D RELIEF CUTA - EXPANSION JOINTB - CONTRACTION JOINTEXPANSION JT 100' O.C. MAXREFER TO (A)BUILDING OR STRUCTURE6' MAXCONTRACTION JOINTREFER TO (B)D3L102No Sca leCONCRETE EXPANSION JOINTS4L102No ScaleCONCRETE SIDEWALK JOINT FREQUENCYCONCRETE PAVEMENT (MIX 3Y32C);MEDIUM BROOM FINISHCOMPACTED CLASS 5 BASE -MNDOT 3138 100% CRUSHED (NEWOR EXISTING)COMPACTED OR UNDISTURBEDSUBGRADEREFER TO LANDSCAPE PLAN FOR EDGECONDITION - ADJACENT GRADE TO BE 1.5"BELOW TOP OF CONCRETE1" DEPTH SAWN CONTROLJOINT; SEE PLANS FORLOCATION AND JOINT PATTERNSIDEWALK ON CITY-OWNED R /W TOBE 4" THICKSTABLIZED DECOMPOSED GRANITE -INSTALLED IN 2" LIFTS - SEE SPEC.14 ga. x 4" STEEL EDGER AT INTERFACE WITHPLANTED AREAS; W/ 12" STEEL STAKES @ 3' O.C.COMPACTED SUBGRADE4"4"MNDOT TYPE 5 GEOTEXTILE FABRIC COMPACTED CLASS 5 BASE;MNDOT 3138 100% CRUSHED19L102No ScalePRECAST CONCRETE SEATWALL SEGMENTS2'18"2' 2"CONCRETEWALK / PLAZAHARDWOOD MULCHPLANTINGS; SEE LANDSCAPE PLANCOMPACTED CLASS 5 BASEMNDOT 3138 100% CRUSHEDEXISTING SUBGRADEPLANTING SOIL BACKFILL - SEE PLANTINGDETAILS38" SS STONE DOWEL. EMBED INCONCRETE FOOTING.SECTIONELEVATION#8 REBAR, 20" LENGTH24" O.C.3" X 3" STEEL GALVANIZEDWELDED WIRE MESHSALVAGED RED PINE SEAT TOPGRADE BEYONDEXISTING SUBGRADECOMPACTED SUBGRADECOMPACTED AGGREGATE BASE#8 REBAR, 2' 8" LENGTHEMBED IN CONCRETE FOOTING3" X 3" STEEL GALVANIZEDWELDED WIRE MESHSALVAGED RED PINE SEAT TOPADJACENT SURFACING, SEE PLANSNOTE: FILL GABION BASKETS WITHSALVAGED CONCRETE RUBBLE FROMLIBRARY BUILDING DMEOLITION; MIN.DIAMETER 4" - MAX. DIAMETER 10"24"22"3" 18" 8"6"2' 2"18"3"24" O.C.3"12"9"9" ROCKMAINTENANCE STRIP15" 3"FILTER FABRIC15"6" PERFORATEDDRAINTILEHARDWOODMULCHSTEEL EDGEEXTERIOR WALL AND STEEL PLATE;SEE ARCHITECTURALROCK MULCH; PROVIDE MULCH TOTO REVEAL OF WALLLANDSCAPE FABRICPREPARED SUBGRADEPLANTING SOIL 24" FROMFACE OF WALL3'12L102No Scale ROCK MULCH MAINTENANCE STRIPROUGH QUARRIED LIMESTONE STEPPERS.MATERIAL AND PLACEMENT F IELD APPROVED BYPROJECT LANDSCAPE ARCHITECT - APPROX. SIZE :H - 15 " (± 4")D - 12 " (± 4")L - 24" (± 4")36"24"TO PCLASS 5 BASE; COMPACT TOMINIMUM 85% PROCTORDENSITY BENEATHLIMESTONE STEPPERSSUBGRADELIMESTONE BOULDERSTEPPERS5"6"4"4"15" ± 4"WIDTH VARIES 7L102No ScaleRIBBON CURB AT TRAILCOMPACTED ORUNDISTURBED SUBGRADEASPHALT TRA ILSLOPE TO MATCHEXISTING ASPHALT8"12"3" WEAR COURSE13L102No ScaleGRAVEL PATHWAY4" GRAVELCOMPACTED SUBGRADECOMPACTED OR UNDISTURBED SUBGRADE4"4"6"10" - 14" (+/-)16L102No Sca le CONCRETE BOARDWALK DETAILSTYPICAL SECTIONPERMATRAK CURB (TYP.)17'-7"144'127'-7"TYPICAL PRECAST ABUTMENT DETAILTYPICAL PIER CONNECTION DETAILSECTION 1 - CIP CONCRETE PIERSECTION 2 - CURB ATTACHMENTA. CURB DETAIL2 1AAPPROXIMATE GRADE18" DIA. CAST IN PLACECONCRETE PIER (TYP.)7" X 9 12" PERMATRAK BEAM (TYP.)5 12" TH ICK PERMATRAK TREADAPPROXIMATE GRADETHREADED BAR CONNECTION FROM BEAM TO FOUNDATIONPERMATRAK TREAD (TYP.)BEGINNING OR ENDINGOF BOARDWALK18" RUBBER LEVELING PAD(SUPPLIED BY PERMATRAK)PERMATRAK BEAM4" MIN. THICK UNREINFORCED CONCRETE PAD(2500 PSI MIN. COMPRESSIVE STRENGTH)PROPOSED PATH (AT GRADE)PERMATRAK ABUTMENTPERMATRAK BEAM (TYP.)APPROXIMATE GRADE18" RUBBER LEVEL ING PAD(SUPPLIED BY PERMATRAK)PERMATRAK TREAD (TYP.)CURB BEYONDTHREADED BAR CONNECTION FROMBEAM TO FOUNDATION (TYP.)CAST IN PLACE PIER#3 @ 1' O.C. (1' LAP)6 - #6 VERTICAL BARSEQUALLY SPACED1'-6"3"CLEAR4 12"5 12"PERMATRAK CURBNOTES:1. 2" D IAMETER PREFORMED HOLES SUPPLIED BYPERMATRAK.2. CONNECT ION HARDWARE SUPPLIED BY PERMATRAK.3. FILL OVERSIZED DOWEL HOLES WITH SIKAFLEX-11 FCOR APPROVED EQUAL.4. AFTER TIGHTENING NUT, DEFORM THREADS ON RODTO PREVENT LOOSENING.5. THREADED ROD SHALL BE GALVANIZED AND HAVECOARS COILED THREADS TO FIT A MEADOW BURKECX-28 COIL WINGNUT INSERT.6. PROVIDE SHOP DRAWINGS .6"3"5 12"2" +- GAP34" DIA. X 10" COILED ROD W/ NUTAND OVERSIZED WASHER(GALVANIZED). SEE NOTES.SIKAFLEX - 11 FC EXPANSIVEFILLER MATERIAL (TYP.)PERMATRAK CURB12" MAX. TYP.8"6"6"10L102No ScaleGABION RETAINING WALL WITH SEAT TOPADJACENTLANDSCAPE AREASECTION24"22"3" 18" 8"6"2' 2"15"ELEVATION#8 REBAR, 20" LENGTH24" O.C.3" X 3" STEEL GALVANIZEDWELDED WIRE MESHSALVAGED RED PINE SEAT TOPNOTE: FILL GABION BASKETS WITHSALVAGED CONCRETE RUBBLE FROMLIBRARY BUILDING DMEOLITION; MIN.DIAMETER 4" - MAX. DIAMETER 10"18"3"24" O.C.3"12"15"EXISTING SUBGRADECOMPACTED SUBGRADECOMPACTED AGGREGATE BASE#8 REBAR, 2' 8" LENGTHEMBED IN CONCRETE FOOTING3" X 3" STEEL GALVANIZEDWELDED WIRE MESHSALVAGED RED PINE SEAT TOPADJACENT SURFACING, SEE PLANS15L102No ScaleSTONE OUTCROPPINGLIMESTONE BOULDER OUTCROPPINGSUBGRADE COMPACTED TO95% STANDARD PROCTOR6" COMPACTED CLASS 5 BASE;MNDOT 3138 100% CRUSHEDCRUSHED GRANITE PLAZASET BLOCK MIN. 6"BELOW GRADE17L102No ScaleCIP CONCRETE STAIRS WITH RAILING1'3"7"TYP.12" TYP.#4 REBAR @ 12" O.C. TYP.COMPACTED SUBGRADEDENSE GRADED BASEPLANSECTIONHANDRAILTOP OF STAIREDGE OF STAIRBOTTOM OF STAIRHANDRAIL POST1" x 2" STAINLESS STEEL HANDRAIL.NOTE:1. ALL WEDLS TO BE CONTINUOUS ANDGROUND SMOOTH.2. PROVIDE SHOP DRAWINGS.HANDRAIL POSTBOLT ON PERMANUFACTURER'SSPECIFICATIONS9"6"CIP CONCRETE STAIRS36"EXPANSION JOINT2%18L102No Scale CONCRETE PAVERS WITH RIBBON CURB20L102No ScaleVEHICLE BARRIER AT PAVERS24"LIMESTONE BLOCK: CUTFINISH TOP AND BOTTOM;SPLIT FACE SIDES .12"LIMESTONE BLOCKS.MATERIAL AND PLACEMENT FIELD APPROVED BYPROJECT LANDSCAPE ARCHITECT - APPROX. SIZE :H - 18"D - 24"L - 36"36"24"TOP18"4"18" CUT STONE TOP AND BOTTOM. SPLIT FACE ALL SIDES.ADJACENT RIBBON CURBEXPANSION JOINT MATERIALCONCRETE PAD38" SS STONE DOWEL. SET DOWEL MIN.12" FROM STONE FACE, ALL SIDES.EMBED IN CONCRETE FOOTING.TWO DOWELS PER STONE ALONGCENTERLINE - 12" O.C.12"6"8"21L102No ScaleVEHICLE BARRIER AT CONCRETE24"LIMESTONE BLOCK: CUTFINISH TOP AND BOTTOM;SPLIT FACE SIDES.5"18"CONCRETE PAD38" SS STONE DOWEL. SET DOWEL MIN.12" FROM STONE FACE, ALL SIDES.EMBED IN CONCRETE FOOTING .ONE DOWEL PER STONE - CENTERED.LIMESTONE BLOCKS.MATERIAL AND PLACEMENT FIELD APPROVED BYPROJECT LANDSCAPE ARCHITECT - APPROX. S IZE:H - 18"D - 24"L - 24"24"24"TO P18" CUT STONE TOP AND BOTTOM . SPLIT FACE ALL SIDES.12"6" THICKENED EDGESECTION6" DENSE GRADED BASE COURSECOMPACTED SUBGRADEADJACENT CONCRETE PAVEMENTTHICKENED EDGE AT CROSSING6" DENSE GRADEDBASE COURSECONCRETEBOARDWALKABUTMENTASPHALT TRAIL2L50014L102No ScaleCONCRETE THICKENED EDGECONCRETE PAVEMENT - REFER TO L101FOR TYPE AND THICKNESSCOMPACTED CLASS 5 BASE - REFER TO L101 FORTYPE AND THICKNESSCOMPACTED OR UNDISTURBEDSUBGRADECONCRETE BOARDWALK ABUTMENTEXPANSION JOINT24"12"LIMESTONE BLOCKS.MATERIAL AND PLACEMENT FIELD APPROVED BYPROJECT LANDSCAPE ARCHITECT - APPROX. SIZE:H - 18"D - 24"L - 36"36"24"TO P18"4"18" CUT STONE TOP AND BOTTOM. SPL IT FACE ALL S IDES.12"4"LIMESTONE BLOCK: CUTFINISH TOP AND BOTTOM;SPLIT FACE SIDES.ADJACENT PLANTING AREAEXPANSION JOINTCONCRETE PAD38" SS STONE DOWEL. SET DOWEL MIN.12" FROM STONE FACE, ALL SIDES.EMBED IN CONCRETE FOOTING.TWO DOWELS PER STONE ALONGCENTERLINE - 12" O.C.ADJACENT 4" THICKCITY SIDEWALK4" COMPACTED CLASS 5 BASE.COMPACTED SUBGRADE22L102No ScaleVEHICLE BARRIER AT PLANTING AREA02/10/25 IFPR LAYOUT + MATERIALSDETAILSBRITTA HANSEN2/6/202553307Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd.ISSUE / REVISIONDateMark DescriptionI hereby ce rti fy that th is p lan , speci fication or repo rtwas prepared by me o r under my di rect supe rv isionand that I am a duly L icensed Landscape Archi tectunder the laws of the State of M inneso ta .SignaturePrint NameDateLicense No510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Fac ilty No: 071County Project Manger: L iz VeaderkoOwnerHennepin County MinnesotaFacility Services DepartmentA2208 Government Center, 300 South Sixth Stree tMinneapolis , MN 55487 | 612-596-6949 2/5/2025 3:19:02 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvtCivil and LandscapeEOR1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448Studio NYL219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145Structural and FacadeMechanical, Electrica l and PlumbingVictus Engineering2327 Wycliff St Su ite 230, St Pau l, MN 55114 | 612 .859.8299TechnologyKCL300 4th St, West Des Mo ines, IA 50265 | 515.724 .7938LightingMazzetti1999 Broadway , Denver , CO 80202 | 720.644 .5032PLANNING REVIEWAcousticKRA4826 Chicago Ave, Minneapo lis, MN 55417 | 612.374.3800MSR Project No: 2023021Southdale Library+ Edina Art Center7001 York Ave S, Edina, MN 55435Page 889 of 1184 GGGG GCFCFCF CFCFCFCFCFCFCF CF CFCFCFWest 7 0 t h S t .X e r x e s A v e S . Y o r k A v e S . ( C o . R d . N o . 3 1 )T-UT-UT-UT-U T-U T-U T-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-UT-U T-U T-U T-UT-U T-U T-U T-UT-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-U T-UT-U T-U T-U T-U T-U T-U T-U T-U T-U T-UT-U T-U T-U T-U T-U T-U 15 - JM32 - TD28 - TD5 - VB1 - CM2 - UP22 - CO3 - QV2 - UP22 - CO2 - QA6 - LL3 - PS2 - LL6 - BA7 - TM5 - LL2 - BA6 - QM3 - TM3 - PS3 - CO36 - QA23 - JE3 - CO4 - JE3 - US3 - QB2 - QM9 - AF2 - QB2 - QM1 - QA1 - CC1 - PS1 - QM1 - JE1 - QM1 - PS1 - QA9 - GI1 - CC1 - CO1 - CO5 - BR1 - ON2 - ON8 - BR5 - ON5 - ON8 - JN5 - CR5 - CR6 - CR3 - AL1 - AL1 - AL5 - AG2 - AL4 - CM92 - PR3 - CO28 - CO25 - CA33 - CA35 - CA32 - PB3 - QB3 - QV3 - QB5 - JMPROPERTY BOUNDARYPROPERTY BOUNDARY PROPERTY BOUNDARY PROPERTY BOUNDARY TREE AND SHRUB SCHEDULESYMBOLCODEBOTANICAL / COMMON NAMESIZECONTAINERQTYCONIFEROUS TREESJEJuniperus virginiana / Eastern Redcedar4` Ht. Cont. 8JNJuniperus virginiana 'J.N. Select Green' / EmeraldFeather™ Eastern Redcedar4` Ht.Cont.8PB Pinus banksiana / Jack Pine4` Ht. Cont. 2PS Pinus strobus / White Pine15 gal.Cont. 8DECIDUOUS SHRUBSCO2Cephalanthus occidentalis / Buttonbush5 gal.Cont. 11CRCornus sericea / Red Twig Dogwood5 gal.Cont.16CA3Corylus americana / American Hazelnut5 gal.Cont. 13PRPhysocarpus opulifolius 'ZLEYel2' / RaspberryLemonade™ Ninebark3 gal.Cont. 92VBViburnum prunifolium / Blackhaw Viburnum5 gal.Cont. 5DECIDUOUS TREESBABetula alleghaniensis / Yellow Birch15 gal.Cont. 8BRBetula nigra / River Birch15 gal.Cont. 2CCCarya cordiformis / Bitternut Hickory1.5"Cal.B.R. 2CO3Carya ovata / Shagbark Hickory1.5"Cal.B.R. 3COCeltis occidentalis / Common Hackberry1.5"Cal.B.R. 9GIGleditsia triacanthos inermis 'Suncole' / Sunburst®Honey Locust1.5"Cal.B.R. 9LL Larix laricina / Tamarack10 gal.Cont.13ONOstrya virginiana `JFS-KW5` / Autumn Treasure®American Hophornbeam15 gal.Cont. 6QAQuercus acuminata / Chinkapin Oak1.5"Cal.B.R. 4QA2 Quercus alba / White Oak1.5"Cal.B.R. 6QBQuercus bicolor / Swamp White Oak1.5"Cal.B.R. 9QMQuercus macrocarpa / Burr Oak1.5"Cal.B.R.10QV Quercus velutina / Black Oak2" Cal.6TMTilia americana `McKSentry` / American Sentry® Linden 10 gal.Cont. 10USUlmus americana `St. Croix` / First Editions® St Croix™American Elm15 gal.Cont. 3UP2 Ulmus x 'New Horizon' / New Horizon Elm15 gal.Cont. 4EVERGREEN SHRUBSJMJuniperus chinensis 'Mint Julep' / Mint Julep Juniper5 gal.Cont. 20TDTaxus x media 'Dark Green Spreader' / Dark GreenSpreader Yew5 gal.Cont. 59FLOWERING TREESALAmelanchier laevis / Allegheny Serviceberry Multi-trunk 15 gal.Cont. 3AGAmelanchier x grandiflora `Autumn Brilliance` / AutumnBrilliance Apple Serviceberry10 gal.Cont 5CMCercis canadensis `Minnesota Strain` / Minnesota StrainEastern Redbud10 gal.Cont. 1SYMBOLCODEBOTANICAL / COMMON NAMESIZEQTYS1 BWSR Stormwater Seed Mix Seed21,352 sfP2Gen Roof Planting AreaCont.2,359 sfS4 Mesic Prairie Seed MixSeed79,990 sfNVMNative Vegetated MatFieldGrown28,599 sfS3 Native Wetland Seed Mix Seed39,039 sfP1Shrub / Perennial Planting AreaCont.6,064 sfS2 Turf SeedSeed30,031 sfS5Upland Prairie Seed MixSeed10,402 sfRESTORATION AREASPLANT QUANTITIESTYPESIZEQTYPERENNIAL FORB 1 Gal.1,816PERENNIAL GRASS 1 Gal.1,782DECIDUOUS SHRUB 2 Gal. 165DECIDUOUS SHRUB 3 Gal. 483DECIDUOUS SHRUB 5 Gal.45CONIFEROUS SHRUB 5 Gal. 79DECIDUOUS TREE 10 Gal. Cont. 23DECIDUOUS TREE 15 Gal. Cont. 23DECIDUOUS TREE 1.5" Cal. BR 52DECIDUOUS TREE 2" Cal. BR 6FLOWERING TREE 10 Gal. Cont. 6FLOWERING TREE 15 Gal. Cont.3CONIFEROUS TREE 4' Ht. B&B 18CONIFEROUS TREE 15 Gal. Cont. 8L103TREE PLANTING, TYPICAL1L105NW PLAZA ENLARGEMENT PLAN2L104SOUTH PLAZA ENLARGEMENT PLAN1L104ROOFTOP TERRACE PLANTING PLAN3L104TREE TRENCH TREES -REFER TO CIVILEXISTING TREE -PRESERVE AND PROTECTEXISTING TREES -PRESERVE AND PROTECTTREE TRENCH ENLARGEMENT PLAN4L10402/10/25 IFPR 7L1058L105PLANTING LAYOUT PLANSYMBOLDESCRIPTIONBWSR Stormwater Seed MixGreen Roof Planting AreaMesic Prairie Seed MixNative Vegetated MatNative Wetland Seed MixShrub / Perennial Planting AreaTurf SeedUpland Prairie Seed MixRESTORATION AREAS LEGEND7L1057L105SHRUB PLANTING, TYPICAL2L105BRITTA HANSEN2/6/202553307Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd.ISSUE / REVISIONDateMark DescriptionI hereby ce rti fy that th is p lan , speci fication or repo rtwas prepared by me o r under my di rect supe rv isionand that I am a duly L icensed Landscape Archi tectunder the laws of the State of M inneso ta .SignaturePrint NameDateLicense No510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Fac ilty No: 071County Project Manger: L iz VeaderkoOwnerHennepin County MinnesotaFacility Services DepartmentA2208 Government Center, 300 South Sixth Stree tMinneapolis , MN 55487 | 612-596-6949 2/5/2025 3:19:02 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvtCivil and LandscapeEOR1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448Studio NYL219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145Structural and FacadeMechanical, Electrica l and PlumbingVictus Engineering2327 Wycliff St Su ite 230, St Pau l, MN 55114 | 612 .859.8299TechnologyKCL300 4th St, West Des Mo ines, IA 50265 | 515.724 .7938LightingMazzetti1999 Broadway , Denver , CO 80202 | 720.644 .5032PLANNING REVIEWAcousticKRA4826 Chicago Ave, Minneapo lis, MN 55417 | 612.374.3800MSR Project No: 2023021Southdale Library+ Edina Art Center7001 York Ave S, Edina, MN 55435Page 890 of 1184 SANSANSANSANSANSANSANSANSANSANSANSANSAN SAN SAN SAN 10 - DL56 - DL59 - SH48 - SM47 - RU30 - PS211 - SH16 - SM15 - RU11 - SB30 - SH44 - SM43 - RU32 - SB«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT «DT «DT «DT ««DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT «DT «DT «DT «DT«DT«DT «DT ««DT««DT126 - RG39 - RG147 - KM19 - AT19 - P215 - PG17 - SM35 - SH64 - AC58 - GT27 - BB58 - AU13 - SO16 - RU27 - SM46 - SH76 - AC60 - BB98 - GT23 - SO83 - AU31 - RU26 - SM42 - SH69 - AC72 - AU46 - BB23 - RU18 - SO80 - GTNO PARKING280 - DL«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT «DT «DT «DT «DT «DT «DT «DT «DT «DT «DT «DT «DT «DT «DT «DT «DT «DT «DT «DT «DT «DT ««DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT «DT «DT «DT «DT««DT«DT«DT«DT«DT«DT«DT««DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«DT«218 - KM35 - AC28 - PG27 - SH24 - AC232 - SH44 - RU301 - KM25 - AT21 - P233 - BB40 - AU57 - GT11 - SO30 - SH42 - RU25 - AT30 - P2338 - KM25 - PG21 - SH28 - RU23 - PG27 - P2180 - KM26 - BB26 - AC6 - SO33 - AU42 - GT20 - PG33 - AC18 - RU22 - AT15 - RUNW ENTRY PLANT SCHEDULESYMBOLCODEBOTANICAL / COMMON NAMESIZEQTYDECIDUOUS SHRUBSDLDiervilla lonicera / Bush Honeysuckle3GAL.66TOTAL SHRUBS: 66GRASSESPS2Panicum virgatum 'Shenandoah' / ShenandoahSwitch Grass1GAL.30SBSchizachyrium scoparium 'MinnblueA' / BlueHeaven® Little Bluestem1GAL.43SHSporobolus heterolepis / Prairie Dropseed1GAL.100TOTAL GRASSES: 173PERENNIALSRURudbeckia x 'American Gold Rush' / AmericanGold Rush Coneflower1GAL.105SMSalvia nemorosa 'May Night' / May NightMeadow Sage1GAL.108TOTAL PERENNIALS: 213SOUTH PLAZA PLANT SCHEDULESYMBOLCODEBOTANICAL / COMMON NAMESIZEQTYDECIDUOUS SHRUBSRGRhus aromatica `Gro-Low` / Gro-Low Fragrant Sumac2Gal. 165TOTAL SHRUBS: 165GRASSESBBBouteloua gracilis 'Blonde Ambition' / Blonde Ambition Blue Grama1 gal.133SHSporobolus heterolepis / Prairie Dropseed1 gal.123KMKoeleria macrantha / Prairie Junegrass1 gal.147TOTAL GRASSES: 403PERENNIALSACAllium cernuum / Nodding Onion1 gal.209AUAnemone patens / Eastern Pasqueflower1 gal.213ATAsclepias tuberosa / Butterfly Milkweed1 gal.19GT Geum triflorum / Prairie Smoke1 gal.236PGPenstemon gracilis / Slender Beardtongue1 gal.15P2Penstemon grandiflorus / Large Beardtongue1 gal.19RU Rudbeckia x 'American Gold Rush ' / American Gold Rush Coneflower1 gal.70SMSalvia nemorosa 'May Night' / May Night Meadow Sage1 gal.70SOSymphyotrichum oblongifolium / Fall Aster1 gal.54TOTAL PERENNIALS: 905TREE TRENCH PLANT SCHEDULESYMBOLCODEBOTANICAL / COMMONNAMESIZEQTYDECIDUOUS SHRUBSDLDiervilla lonicera /Bush Honeysuckle3GAL.280GREEN ROOF AND EAC PLAZA PLANT SCHEDULESYMBOLCODEBOTANICAL / COMMON NAMESIZEQTYGRASSESBBBouteloua gracilis 'Blonde Ambition' / BlondeAmbition Blue Grama1 gal.59KMKoeleria macrantha / Prairie Junegrass 1 gal.1,037SHSporobolus heterolepis / Prairie Dropseed 1 gal.110TOTAL GRASSES: 1,206PERENNIALSACAllium cernuum / Nodding Onion1 gal.94AUAnemone patens / Eastern Pasqueflower1 gal.73AC2Aquilegia canadensis / Eastern Columbine 1 gal.24ATAsclepias tuberosa / Butterfly Milkweed 1 gal.72GT Geum triflorum / Prairie Smoke1 gal.99PGPenstemon gracilis / Slender Beardtongue 1 gal.96P2Penstemon grandiflorus / Large Beardtongue 1 gal.78RURudbeckia x 'American Gold Rush' / AmericanGold Rush Coneflower1 gal.145SOSymphyotrichum oblongifolium / Fall Aster 1 gal.17TOTAL PERENNIALS: 698L104NBAR IS ONE INCH ONOFFICIAL DRAWINGS IF NOT ONE INCH ADJUSTSCALE ACCORDINGLY 01"SCALE IN FEET0'20'5' 10'NBAR IS ONE INCH ONOFFICIAL DRAWINGSIF NOT ONE INCH ADJUSTSCALE ACCORDINGLY 01"SCALE IN FEET0'20'5' 10'L1042NW PLAZA DETAIL PLANTING PLAN1" = 10'L1041SOUTH PLAZA DETAIL PLANTING PLAN1" = 10'PERENNIAL PLANTING, TYPICAL5L1054L1053L105COVER ALL GREEN ROOF PLANTINGAREAS WITH SEDUM BLANKET;PLANT PERENNIALS INTO BLANKET.L1044TREE TRENCH DETAIL PLANTING PLAN1" = 20'NBAR IS ONE INCH ONOFFIC IAL DRAWINGS IF NOT ONE INCH ADJUSTSCALE ACCORDINGLY01"SCALE IN FEET0'40'10' 20 '02/10/25 IFPR L1043GREEN ROOF TERRACE + EAC DETAIL PLANTING PLAN1" = 10'DETAIL PLANTING PLANSSHRUB PLANTING,TYPICAL2L105BRITTA HANSEN2/6/202553307Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd.ISSUE / REVISIONDateMark DescriptionI hereby ce rti fy that th is p lan , speci fication or repo rtwas prepared by me o r under my di rect supe rv isionand that I am a duly L icensed Landscape Archi tectunder the laws of the State of M inneso ta .SignaturePrint NameDateLicense No510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Fac ilty No: 071County Project Manger: L iz VeaderkoOwnerHennepin County MinnesotaFacility Services DepartmentA2208 Government Center, 300 South Sixth Stree tMinneapolis , MN 55487 | 612-596-6949 2/5/2025 3:19:02 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvtCivil and LandscapeEOR1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448Studio NYL219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145Structural and FacadeMechanical, Electrica l and PlumbingVictus Engineering2327 Wycliff St Su ite 230, St Pau l, MN 55114 | 612 .859.8299TechnologyKCL300 4th St, West Des Mo ines, IA 50265 | 515.724 .7938LightingMazzetti1999 Broadway , Denver , CO 80202 | 720.644 .5032PLANNING REVIEWAcousticKRA4826 Chicago Ave, Minneapo lis, MN 55417 | 612.374.3800MSR Project No: 2023021Southdale Library+ Edina Art Center7001 York Ave S, Edina, MN 55435Page 891 of 1184 34.32'45.31'5'6'SIDEWALKXERXES AVE SPARKING LOT34.32'45.31'5'6'SIDEWALKXERXES AVE SPARKING LOTL1051L105No Scale TREE PLANTING2L105No ScaleSHRUB PLANTING3L105No ScalePERENNIAL CONTAINER PLANTING4L105No ScalePERENNIAL PLUG PLANTING SPACING6L105No ScaleTREE STAKINGPLANTS SHOULD BE AT THE PROPER DEPTHWHEREBY THE BEGINNING TAPER OF THE ROOTFLARE IS AT THE SAME ELEVATION AS THEFINISHED SOIL GRADE. THIS SHOULD BE THE SAMEDEPTH AS THE PLANTS WERE GROWN IN THENURSERY. NOTE THAT THE ROOTS OF BALLED ANDBURLAPPED PLANTS ARE UNACCEPTABLE WHENTHEY ARE COVERED BY MORE THAN 4" OF SOIL ONTHE TOP OF THE BALL.THE CONTRACTOR IS RESPONSIBLE FOR MAINTAININGALL TREES IN A PLUMB POSITION THROUGH THEWARRANTY PERIOD. STAKING IS NOT PERMITTED.PRUNE DAMAGED AND CROSSING BRANCHES AFTERPLANTING IS COMPLETE.REMOVE ALL FLAGGING AND LABELING FROM TREE.WATER TREE THOROUGHLY DURING PLANTINGOPERATIONS. PLACE BACKFILL IN 8-12" LIFTS ANDSATURATE SOIL WITH WATER. DO NOT COMPACTMORE THAN NECESSARY TO MAINTAIN PLUMB.CREATE A SHALLOW RING DEPRESSION AROUNDTREE TO RETAIN WATER.PLANTING SOIL - PER SPEC. 329300. SCARIFYBOTTOM AND SIDES OF HOLE PRIOR TO PLANTING.2X ROOT BALLCONTAINER ORDIA. WIDTHROOT BALL SET ON MOUNDED SUBGRADE.REMOVE BURLAP, TWINE, ROPE, AND WIRE FROMTOP HALF OF ROOT BALLROOT BOUND CONTAINER TREES TO BESCARIFIED ON THE SIDES AND BOTTOM.MULCH - 3" DEPTH - SHREDDED HARD WOOD SHALLBE SUBSTANTIALLY FREE OF MOLD, DIRT, SAWDUST,AND FOREIGN MATERIAL AND SHALL NOT BE IN ANADVANCED STATE OF DECOMPOSITION. THEMATERIAL SHALL PASS A 4" SCREEN AND NOT MORETHAN 20% BY MASS OF THE MATERIAL SHALL PASSA .1 SIEVE MAX. LENGTH OF INDIVIDUAL PIECES NOTTO EXCEED 20". NO MULCH TO LAY AGAINST TRUNKOR COLLAR.PROVIDE FLEXIBLE, CORRUGATED TREEPROTECTION ON ALL DECIDUOUS TREES UNLESSOTHERWISE SPECIFIED.2X ROOTBALL WIDTH3" DEEP SHREDDED HARDWOODMULCH; DO NOT PLACE MULCH INCONTACT WITH STEMS OR BRANCHESBACKFILL HOLE WITH PLANTING SOIL.PLANTING SOIL: SEE SPEC.SHRUBS TO BE PLACED SO THAT TOPOF CONTAINER S ITS FLUSH WITHPROPOSED GRADE. SET ROOT BALLJUST ABOVE GRADELOOSEN ROOTS OF ALL CONTAINERIZEDPLANTS AND SCARIFY BOTTOM ANDSIDES OF HOLE PRIOR TO PLANTING.UNDISTURBED SOILSET ON MOUNDED GRADE ON FIRMSOIL BASE. WATER SHRUBTHOROUGHLY AFTER PLANTING4"PLANTS TO BE PLACED SO THATTOP OF CONTA INER SITS FLUSHWITH PROPOSED GRADE .3" DEEP SHREDDED HARDWOODMULCH AND PRE-EMERGENTHERBICIDE; DO NOT PLACE MULCH IN CONTACT W ITH PLANT STEMS.SET ON MOUNDED GRADE ON FIRMSOIL BASE. WATER PLANTSTHOROUGHLY AFTER PLANTING.HAND LOOSEN ROOTS OF CONTAINERMATERIALBACKFILL HOLE WITH PLANTING SOIL.SEE SPEC. FOR SOIL COMPONENTSREFER TO PLANFOR SPACING UNDISTURBED SOILROOT CROWN FLUSH WITH GRADE.3" DEEP SHREDDED HARDWOODMULCH AND PRE-EMERGENTHERBICIDE; DO NOT COVER PLANTSTEMS WITH MULCHCREATE 6" DEEP PLANTING HOLEAND SET PLUGBACKFILL HOLE WITH PLANTING SOIL.SEE SPEC. FOR SOIL COMPONENTSREFER TO PLANFOR SPACING UNDISTURBED SOIL 12'HAND LOOSEN ROOTS OF PLUGEQUAL O.C.EQUAL O.C.60°PLANT SPACINGPER PLAN O.C.5L105No ScalePERENNIAL PLANTING SPACING6'-0"2'-0"PLAN VIEWDE-GLAZE SIDES OF PITBEFORE PLANTING3" DEPTH SHREDDEDHARDWOOD MULCHROOT/SOIL BALLSET ROOT FLARE 2-3" ABOVEEXISTING GRADEEXISTING GRADE32" LONG NON-ABRASIVERUBBER TIESTWO (2) THREE INCH LODGE POLEPINE STAKES. INSTALL APPROX.2" AWAY FROM EDGE OF ROOTBALL. STAKE LOCATION SHALLNOT INTERFERE WITHPERMANENT BRANCHES.RUBBER TREE TIESLODGE POLE STAKESPREVAILINGWIND8L105No ScaleSCREENING SECTION 102/10/25 IFPR9L105No Scale SCREENING SECTION 2PLANTING DETAILSNOTE:1. SEE SPECIFICATIONS FOR ADDITIONAL TREE PROTECTION REQUIREMENTS.2. NO PRUNING SHALL BE PERFORMED.3. NO EQUIPMENT SHALL OPERATE INSIDE THE PROTECTIVE FENCING,INCLUDING DURING FENCE INSTALLATION AND REMOVAL.CROWN DRIP LINE4'-0"KEEP OUTTREEPROTECTIONAREATREE PROTECTION FENCE:HIGH DENSITYPOLYETHYLENE FENCINGWITH 3.5" x 1.5" OPENINGS;COLOR - ORANGE. STEELPOSTS INSTALLED AT 8' O.C.2" x 6' STEEL POSTS ORAPPROVED EQUAL5" THICK LAYER OF MULCHMAINTAIN EXISTING GRADEWITH THE TREE PROTECTIONFENCE UNLESS OTHERWISEINDICATED ON PLANS8.5" x 11" SIGNLAMINATED INPLASTIC SPACEDEVERY 50' ALONGFENCE7L105No ScaleTREE PROTECTION FENCEBRITTA HANSEN2/6/202553307Drawing 2023 Copyright Meyer, Scherer & Rockcastle, Ltd.ISSUE / REVISIONDateMark DescriptionI hereby ce rti fy that th is p lan , speci fication or repo rtwas prepared by me o r under my di rect supe rv isionand that I am a duly L icensed Landscape Archi tectunder the laws of the State of M inneso ta .SignaturePrint NameDateLicense No510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336Architecture and Interiors County Project No: 1005259County Contract No: PR00006399County Fac ilty No: 071County Project Manger: L iz VeaderkoOwnerHennepin County MinnesotaFacility Services DepartmentA2208 Government Center, 300 South Sixth Stree tMinneapolis , MN 55487 | 612-596-6949 2/5/2025 3:19:02 PM Autodesk Docs://2023021 Southdale Library/2023021_R24_Architecture.rvtCivil and LandscapeEOR1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.770.8448Studio NYL219 N 2nd Street #120Minneapolis, Minnesota 55401 |303.558.3145Structural and FacadeMechanical, Electrica l and PlumbingVictus Engineering2327 Wycliff St Su ite 230, St Pau l, MN 55114 | 612 .859.8299TechnologyKCL300 4th St, West Des Mo ines, IA 50265 | 515.724 .7938LightingMazzetti1999 Broadway , Denver , CO 80202 | 720.644 .5032PLANNING REVIEWAcousticKRA4826 Chicago Ave, Minneapo lis, MN 55417 | 612.374.3800MSR Project No: 2023021Southdale Library+ Edina Art Center7001 York Ave S, Edina, MN 55435Page 892 of 1184 3 1711151923 30 33 37 41 42 43 45 4748525660 61 62 63 67 71 29 27 248121620 24 46 26 28 31 32 34 35 36 38 39 40 44 495051555453575859 666564 68 69 70 747372 56910141318172221 25 FM STORAGE JAN STAIR 01 MPOP HC MDF MECHANICAL LIBRARY ELEC LOADING + SERVICE EAC ELEC EAC WORKSHOP STAIR 02 ELEC EQUIP PARKING ELEVELEV 0 4 8 3216 VESTIBULE BREAKROOM HOLDS SERVICE DESK WOMEN MEN JAN LAYOUT ROOM PES MEDIUM STUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUM STUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETING ROOM PRINT STG STUDY STUDY MULTI PURPOSE ROOM STUDY STUDYSTG STAIR 01 STAIR 02 ELEVELEV 0 4 8 3216 1/8" = 1'-0"AP101 1 LEVEL 1 FLOOR PLAN WDSTG MEETING ROOM WHEEL 1 OFFICE OPEN OFFICE LOCKERMAKERSPACE STG HANDBUILDING MEN LG STUDIO WHEEL 2 GALLERYGATHER STG ELEC KITCHENETTE WELL CLAY, TOOLS, LAUNDRY, JANITOR KILN GLAZE BAY RR/ MODELRR MED STUDIO GLAZE MIX SPRAY GIFT SHOP JAN OFFICE GEN STG HC IDF UNIVERSAL RR RR WIP RECEPTION WORK ROOM JAN WOMEN WIP OURDOOR PATIO STG OUTDOOR KILNS STAIR 01 ELEVELEV WIP EAC MDF CLAY MGR 0 4 8 3216 1/8" = 1'-0"AP102 1 LEVEL 2 FLOOR PLAN 5 Existing grade plane per zoning ordinance 97’ Existing grade plane per zoning ordinance 97’ 2 2 2 5 3 3 9 8 ribbed aluminum panel, champagne ribbed aluminum panel, mechanical screen, champagne ribbed aluminum panel, champagne perforated aluminum, behind glass, painted white perforated aluminum, behind glass, painted white6stainless steel, brushed7smooth precast concrete with ribbed formwork, gray7smooth cast in-place concrete with ribbed formwork, gray 7 smooth precast concrete with ribbed formwork, grayaluminum louvers, champagne aluminum louvers, champagne 9 clear glass with dotted frit pattern for bird safety clear glass with dotted frit pattern for bird safety 8 clear glass with linear frit pattern for glare and bird safety clear glass with linear frit pattern for glare and bird safety1perforated aluminum, champagne 2 ribbed aluminum panel, mechanical screen, champagne Page 896 of 1184 2 2 5 3 3 4 9 9 8 8 1 Existing grade plane per zoning ordinance 97’ Existing grade plane per zoning ordinance 97’ 2 ribbed aluminum panel, champagneribbed aluminum panel, mechanical screen, champagne ribbed aluminum panel, champagne 2” perforated metal (white) 5 perforated aluminum, painted white aluminum louvers, champagne aluminum louvers, champagne perforated aluminum, champagne 4 perforated aluminum, champagne clear glass with dotted frit pattern for bird safety clear glass with dotted frit pattern for bird safety clear glass with linear frit pattern for glare and bird safety clear glass with linear frit pattern for glare and bird safety perforated aluminum, champagne Page 897 of 1184 3 1711151923 30 33 37 41 42 43 45 4748525660 61 62 63 67 71 29 27 248121620 24 46 26 28 31 32 34 35 36 38 39 40 44 495051555453575859 666564 68 69 70 747372 56910141318172221 25 FM STORAGE JAN STAIR 01 MPOP HC MDF MECHANICAL LIBRARY ELEC LOADING + SERVICE EAC ELEC EAC WORKSHOP STAIR 02 ELEC EQUIP PARKING ELEVELEV 0 4 8 3216 VESTIBULE BREAKROOM HOLDS SERVICE DESK WOMEN MEN JAN LAYOUT ROOM PES MEDIUM STUDY WELL FAMILY RR FOCUSHUDDLE BOOK DROP MEDIUM STUDY VESTIBULE STUDYSTUDYSTORAGE RR RR WELL STUDY STUDY OPEN OFFICE HC IDF ELEC PES CIRC ROOM VEST MEETING ROOM PRINT STG STUDY STUDY MULTI PURPOSE ROOM STUDY STUDYSTG STAIR 01 STAIR 02 ELEVELEV 0 4 8 3216 1/8" = 1'-0"AP101 1 LEVEL 1 FLOOR PLAN WDSTG MEETING ROOM WHEEL 1 OFFICE OPEN OFFICE LOCKERMAKERSPACE STG HANDBUILDING MEN LG STUDIO WHEEL 2 GALLERYGATHER STG ELEC KITCHENETTE WELL CLAY, TOOLS, LAUNDRY, JANITOR KILN GLAZE BAY RR/ MODELRR MED STUDIO GLAZE MIX SPRAY GIFT SHOP JAN OFFICE GEN STG HC IDF UNIVERSAL RR RR WIP RECEPTION WORK ROOM JAN WOMEN WIP OURDOOR PATIO STG OUTDOOR KILNS STAIR 01 ELEVELEV WIP EAC MDF CLAY MGR 0 4 8 3216 1/8" = 1'-0"AP102 1 LEVEL 2 FLOOR PLAN 5 Existing grade plane per zoning ordinance 97’ Existing grade plane per zoning ordinance 97’ 2 2 2 5 3 3 9 8 ribbed aluminum panel, champagne ribbed aluminum panel, mechanical screen, champagne ribbed aluminum panel, champagne perforated aluminum, behind glass, painted white perforated aluminum, behind glass, painted white6stainless steel, brushed7smooth precast concrete with ribbed formwork, gray7smooth cast in-place concrete with ribbed formwork, gray 7 smooth precast concrete with ribbed formwork, grayaluminum louvers, champagne aluminum louvers, champagne 9 clear glass with dotted frit pattern for bird safety clear glass with dotted frit pattern for bird safety 8 clear glass with linear frit pattern for glare and bird safety clear glass with linear frit pattern for glare and bird safety1perforated aluminum, champagne 2 ribbed aluminum panel, mechanical screen, champagne Page 901 of 1184 2 2 5 3 3 4 9 9 8 8 1 Existing grade plane per zoning ordinance 97’ Existing grade plane per zoning ordinance 97’ 2 ribbed aluminum panel, champagneribbed aluminum panel, mechanical screen, champagne ribbed aluminum panel, champagne 2” perforated metal (white) 5 perforated aluminum, painted white aluminum louvers, champagne aluminum louvers, champagne perforated aluminum, champagne 4 perforated aluminum, champagne clear glass with dotted frit pattern for bird safety clear glass with dotted frit pattern for bird safety clear glass with linear frit pattern for glare and bird safety clear glass with linear frit pattern for glare and bird safety perforated aluminum, champagne Page 902 of 1184 DATE: 3/6/2025 TO: 7001 York Ave S, Owner and Development Team CC: Cary Teague – Community Development Director FROM: Chad Millner, PE, Director of Engineering Ross Bintner, PE, Engineering Services Manager Andy Reinisch, Engineering Technician Andrew Scipioni, Transportation Planner Marisa Bayer, Sustainability Manager RE: 7001 York Ave S – Development Review The Engineering Department has reviewed the subject property for pedestrian facilities, utility connections, grading, flood risk, and storm water. Plans reviewed included civil, landscape, and survey drawings dated 2/6/2025. Review Comment Required For General 1. Deliver as-build records of public and private utility infrastructure post construction, including xyz coordinates for storm, water, and sanitary infrastructure. Certificate of Occupancy Survey 2. An existing and proposed site condition survey is required. Grading/Building Permit 2.1 Show all existing and proposed public and private easements. Update existing private easement regarding drainage as needed. Provide City a copy if updated. Grading/Building Permit 2.2 Discuss the need for easements on public sidewalks maintained by the City on County property. Grading/Building Permit Living Streets 3. Design sidewalks to meet ADA requirements. Grading/Building Permit 4. Saw cut concrete sidewalk joints on public sidewalks. Grading/Building Permit 5. Public sidewalks to be minimum 10’ in width with a 5’ boulevard on York Ave and 5’ minimum width with 5’ boulevard on 70th St W, Xerxes Ave S. South property line to also have a 5’ private sidewalk for a pedestrian circulation connection. Grading/Building Permit 6. On-site sidewalks, including the sidewalk along Xerxes, are the responsibility of the property owner to maintain, including snow General Comment Page 903 of 1184 plowing. City will maintain sidewalks adjacent to York Ave S and 70th St W. 7. Consider covered outdoor bike parking and dedicated bike parking with underground garage. General Comment Traffic and Street 8. Review fire access requirements with fire department. Fire truck turning movement needs to be provided. Grading/Building Permit 9. Implement recommendations from traffic study and transportation review memo. Grading/Building Permit 10. Driveway entrance permit required for entrance reconstruction. Comply with standard plate 415 with pedestrian ramps. Building Permit 11. Road patching shall conform to Edina standard plates 540 and 543 on and 70th St W. Refer to Hennepin County requirements for road patching in York Ave S. Certificate of Occupancy 12. Proposed lighting at the discretion of the County. Lights shall be owned and operated by the County. Grading/Building Permit 13. Proposed trees, vegetation, signage and other items adjacent to intersections should maintain a clear view zone as defined in Section 26-190 of City Code. Grading/Building Permit 14. The applicant should review turning movements and travel routes for delivery vehicles. Steps should be taken to minimize the impact of delivery vehicles on pedestrian movement through the site (additional signage, designated delivery zones, etc.). General Comment Sanitary and Water Utilities 15. Verify fire demand and hydrant locations. Grading/Building Permit 16. Domestic water shall be sized by the developer’s engineer. Grading/Building Permit 17. Domestic sanitary shall be sized by the developer’s engineer. Grading/Building Permit 18. Apply for a sewer and water connection permit with Public Works. Prior to Starting Utility Work 18.1 Meter required for building service line and combined lines. No meter required for fire only service line. Grading/Building Permit 18.2 Public Works to determine acceptable installation methods. Grading/Building Permit 19. Disconnected sanitary and water services to be capped at main. Services cannot be abandoned. 20. A SAC determination will be required by the Metropolitan Council. The SAC determination will be used by the City to Grading/Building Permit Page 904 of 1184 calculate sewer and water connection charges 21. Per city records a sealed well is on the lot. If additional wells are discovered during they will need to be sealed and documented with the city. Grading/Building Permit Storm Water Utility 22. Provide geotechnical report with soil borings. Grading/Building Permit 23. Provide hydraulic and hydrologic report meeting watershed and state construction site permit requirements. Grading/Building Permit 24. Submit watershed district permit and copies of private maintenance agreement in favor of watershed. Grading/Building Permit 25. Confirm EOF is not needed in the 100-year event. Additional comments will be provided when stormwater report is submitted. Grading/Building Permit 26. Per the MPCA WIMN application there are potential contaminants on this site that could impact stormwater management. Confirm soil remediation meets MPCA/MDH Guidance to allow soil infiltrating features. The City and Nine Mile Creek WD will review during the permitting application process. Grading/Building Permit 27. This project site is in a low vulnerability area per the West Metro Mult-Community Wellhead Protection Pilot Project – Part 1: Wellhead Protection Area and Drinking Water Supply Management Area Delineations and Assessments of Well and Drinking Water Supply Management Area Vulnerability Report (January 2025). Grading Erosion and Sediment Control 28. A SWPPP consistent with the State General Construction Site Stormwater Permit is required. Grading/Building Permit Constructability and Safety 29. Construction staging, traffic control, and pedestrian access plans will be required. Grading/Building Permit 30. Retaining walls over 4-ft in height require design by a structural engineer. Grading/Building Permit Sustainability 31. This project is not required to follow the Sustainable Buildings Policy. General Page 905 of 1184 Sustainability Division is supportive of the project’s alignment with B3 and SB2030 guidelines to create a more sustainable, decarbonized building. To support SB2030 and other energy goals, project team should consider participating in Xcel Energy’s Energy Design Assistance program which offers free design services and access to utility rebates. Other Agency Coordination 32. MDH, MPCA and MCES permits required as needed. Grading/Building Permit 33. Nine Mile Creek Watershed District permit is required. Grading/Building Permit Page 906 of 1184 City of Edina • 4801 W. 50th St. • Edina, MN 55424 Executive Summary Staff recommends the following actions related to the proposed redevelopment of 7001 York Ave: The applicant should work with City staff to ensure any changes to street width adjacent to the site do not preclude the future addition of bike lanes. The City should consider adding bike lanes to W 70th St between York Ave and Xerxes Ave after site construction is completed. The applicant should consider coordinating with the City to construct a shared-use path on the city-owned parcel to the southeast of the site provide an off-street connection to parks and regional amenities. The applicant should coordinate with Metro Transit staff to ensure the bus stop on the southwest corner of the site complies with their Regular-Route Bus Stop Design Guide. The applicant should provide information on-site about the City’s CloverRide circulator bus service. The applicant must post information about adjacent transit routes and schedules in a public place within the building to qualify for a 10% reduction in required automobile parking. The applicant should consider installing a canopy or shelter over the proposed surface bicycle parking stalls. The applicant should consider providing eight (min.) long-term bicycle parking stalls within the underground parking garage adjacent to a stairwell or elevator access to the rest of the building. Rack style and spacing for bicycle parking should follow the recommendations of the Association of Pedestrian and Bicycle Professionals (APBP). Purpose and Background Hennepin County is proposing to redevelop 7001 York Ave, currently occupied by the Hennepin County Southdale Library. The proposed redevelopment would replace the existing three-story, 76,000- square-foot library and two-story, 38,000-square-foot service center with a two-story, 61,520-square- foot library and art center building; the City of Edina will be a tenant, relocating the Edina Art Center Engineering Department EdinaMN.gov Date: March 25, 2025 To: Cary Teague, Community Development Director Chad Millner, Director of Engineering cc: 7001 York Avenue Owner and Development Team From: Andrew Scipioni, Transportation Planner Subject: 7001 York Avenue – Transportation Review Page 907 of 1184 City of Edina • 4801 W. 50th St. • Edina, MN 55424 from its current location in Rosland Park. Stantec completed a traffic impact study (TIS) for this project on behalf of the City. This memo will review the findings of the TIS and provide additional transportation-related recommendations for the proposed development. Multi-Modal Facilities Sidewalks and Bikeways At the site, there are 5’ boulevard-style sidewalks on: York Ave from W 70th St to Hazelton Rd (along west property line) W 70th St from York Ave to Xerxes Ave (along north property line) In the immediate vicinity, there are 5’ sidewalks on York Ave, Hazelton Rd, W 70th St and Xerxes Ave. There are no dedicated bikeways adjacent to the site. Shared on-street bike lanes are present west of the site on W 70th St between York Ave and France Ave. There is also an 8’ shared-use path west of the site on W 70th St between York Ave and France Ave. The applicant is proposing the following sidewalks and bikeways on site: 10’ shared-use path on York Ave from W 70th St to Hazelton Rd (along west property line, replacing 5’ sidewalk) 5’ boulevard-style sidewalk on Xerxes Ave from W 70th St to W 71st St (along east property line) 5’ sidewalk from York Ave to Xerxes Ave (along south property line) Internal sidewalks and shared-use paths ranging from 4’- to 10’-wide The Pedestrian and Bicycle Master Plan recommends standard bike lanes on W 70th St from York Ave to Xerxes Ave and buffered bike lanes on York Ave from W 54th St to Edinborough Way. A segment of the Twin Loops shared-use facility is also proposed west of the site on W 70th St and the Galleria access road. These facilities are not proposed for construction in the current 5-year Capital Improvement Plan. Staff recommends adding bike lanes to W 70th St between York Ave and Xerxes Ave after construction is completed. Staff will work with the design team to ensure any changes to street width adjacent to the site do not preclude future addition of bike lanes. Regional Trail ¼ mile south of 7001 York Ave is the Nine Mile Creek Regional Trail (operated by Three Rivers Park District) and the Edina Promenade. Figure 1: NMCRT Connection Page 908 of 1184 City of Edina • 4801 W. 50th St. • Edina, MN 55424 The site has access to these amenities by sidewalks on York Ave. An additional access could be provided to the southeast of the site through a vacant city-owned parcel. This parcel connects the site to the City of Richfield’s Adams Hill Park, which in turn connects to the City of Edina’s Yorktown Park and the NMCRT. The applicant should consider coordinating with the City to construct a shared-use path on this parcel to provide an off-street connection between the site and these two parks and regional amenities. (see Figure 1). Transit A transit stop is located on the southwest corner of the site near the intersection of York Ave and Hazelton Rd. The following Metro Transit routes service this stop: Local Route 6 – operates seven days a week with an average frequency of 30 minutes in the cities of Edina and Minneapolis Local Route 537 – operates five days a week with an average frequency of 2 hours in the cities of Edina and Bloomington Local Route 538 – operates five days a week with an average frequency of 45 minutes in the cities of Edina and Bloomington Express Route 578 – operates five days a week with an average frequency of 30 minutes in the cities of Edina and Minneapolis The applicant is proposing to upgrade the sidewalk adjacent to this stop to a 10’ shared-use path and provide an accessible bus pad. The applicant should coordinate with Metro Transit staff to ensure the bus stop complies with their Regular-Route Bus Stop Design Guide. There are additional transit stops within ½ mile of the site (less than a 10-minute walk) on Hazelton Rd, York Ave, and W 70th St which are accessible from existing sidewalks. The site is less than ½ mile (less than a 20- minute walk) from the Southdale Transit Center, from which several other routes can be accessed. The site is also adjacent to the City’s CloverRide circulator bus service (see Figure 2). CloverRide is a reliable, continuous transportation service providing accessibility from senior housing locations to amenities like groceries, retail and recreation in the Southdale district. The service runs Fridays from 10 a.m. to 3 p.m. and costs just $3 per day. Although the bus primarily follows a fixed route, riders within two blocks of the route can request special pick-ups or drop-offs. The applicant should provide information about CloverRide Figure 2: CloverRide Service Map Page 909 of 1184 City of Edina • 4801 W. 50th St. • Edina, MN 55424 in a public place within the building to encourage the use of the service. Trip Generation and Capacity Analysis Weekday trips for the proposed uses were estimated from expected visitor and employee data provided by Hennepin County and the City of Edina. Stantec estimates that the redevelopment will generate 1,649 daily trips, with 156 during the a.m. peak hour and 166 during the p.m. peak hour. Three roadway corridors surrounding the site were studied by Stantec (W 70th St, York Ave, and Hazelton Rd), as well as six adjacent intersections along those corridors (see Figure 3). Figure 3: Study Intersections Stantec’s modeling shows that all study intersections will operate at a Level of Service (LOS) C or better through 2027. The only decrease in overall intersection LOS is estimated to occur at France Ave/W 70th St during the a.m. peak hour (from LOS B to C); however, this decrease is estimated to occur in both the 2027 Build and 2027 No Build scenarios. Similarly, the only decrease in movement LOS is estimated to occur at W 70th St/site access during the a.m. peak hour (from LOS A to B). This decrease is also estimated to occur in both the 2027 Build and 2027 No Build scenarios. Based on this analysis, the proposed redevelopment will have minimal impact on the surrounding roadways through 2027 and no improvements are needed to accommodate the estimated traffic. Parking Analysis 75 underground parking stalls and 109 surface stalls are proposed for a total of 184 stalls. Stantec evaluated parking demand for the proposed development two ways: Page 910 of 1184 City of Edina • 4801 W. 50th St. • Edina, MN 55424 Using national data from the Institute of Transportation Engineers publication Parking Generation, 6th Edition, the peak parking demand was estimated at 116 stalls (100 for the library, 16 for the art center). Observing current parking utilization at the library and art center, the peak parking demand was observed to be 112 stalls (107 for the library, five for the art center). The proposed parking supply can accommodate the estimated demand but is still 14 stalls fewer than the City’s requirement of 198. Parking Reductions The site qualifies for a 10% reduction in the number of parking stalls required due to the proposed surface bicycle parking. One short-term bicycle parking stall is required per 5,000 square feet of retail/service building area to qualify. The proposed 61,520-square-foot building would require 13 stalls; 28 are proposed, satisfying the requirement. The site may qualify for a 10% reduction in the number of parking stalls required due to the transit stop located on the southwest corner of the site. The stop is served by Metro Transit’s Route 6, which operates regularly seven days a week. The proposed perimeter and interior sidewalks provide adequate pedestrian access between the stop and the building. To qualify for this reduction, the applicant must post information about adjacent transit routes and schedules in a public place within the building to encourage the use of transit. The site could also qualify for a 5% reduction in the number of parking stalls required by providing dedicated parking for car-share vehicles. This reduction does not apply as the application has not indicated an intention to provide car-share parking. As proposed, the site qualifies for a 10% reduction, resulting in 179 required stalls. The proposed 184 stalls exceed the City’s requirement by five stalls; no parking variance is required. If transit information is provided on-site, the site would qualify for a 20% reduction, resulting in 159 required stalls (25 fewer than the amount proposed). The area which would have been occupied by the eliminated parking spaces must be devoted to pervious surfaces, stormwater facilities, tree retention or native landscaping as directed by the City Planner or their designee. Bicycles The City requires bicycle parking stalls at 5% of the required automobile parking stalls, which equates to nine stalls for this site (eight if the transit reduction conditions are satisfied). As mentioned above, the applicant is proposing 28 surface bicycle parking stalls, exceeding the amount required for an automobile parking stall reduction. The parking stalls are proposed in convenient, well-lit locations within 50’ of a public entrance to the building. Page 911 of 1184 City of Edina • 4801 W. 50th St. • Edina, MN 55424 The applicant should consider installing a canopy or shelter over the surface parking stalls to protect bicycles from inclement weather. The applicant should also consider providing long-term bicycle parking stalls within the underground parking garage adjacent to stairwell or elevator access to the rest of the building. A minimum of eight stalls are suggested, or 10% of the proposed underground automobile parking. Rack style and spacing for bicycle parking should follow the recommendations of the Association of Pedestrian and Bicycle Professionals (APBP). Compliance with Transportation Plans/Policies Table 1 details the ways in which the proposed redevelopment supports current City transportation plans and policies. Table 1: Compliance with Transportation Plans/Policies Comprehensive Plan (2018) Goal Assessment 1. Improve mobility for residents, visitors and businesses with a balanced system of transportation alternatives for transit users, pedestrians, bicyclists and motorists. The project provides facilities for pedestrians, bicyclists, transit users and motorists. 2. Implement a fully multi-modal transportation system that supports the land use vision and future land use plan for managing and shaping future growth. The project provides facilities for pedestrians, bicyclists, transit users and motorists. 4. Reduce the overall dependence on and use of single-occupancy vehicles by promoting land use patterns that allow for shorter vehicle trips and the use of alternative travel options. The project provides facilities that promote walking, biking, rolling and transit riding. 6. Encourage and support attractive and reliable high-performance transit service and connections. The applicant should provide information about adjacent transit services to satisfy the parking reduction requirement. 7. Develop and manage parking provisions to encourage joint and shared use of facilities, ride-sharing and bicycle parking. Site plan includes 28 surface bike parking stalls. The applicant should consider installing a canopy or shelter over the surface parking stalls to protect bicycles from inclement weather. Page 912 of 1184 City of Edina • 4801 W. 50th St. • Edina, MN 55424 The applicant should also consider providing long-term bicycle parking stalls within the underground parking garage adjacent to stairwell or elevator access to the rest of the building. A minimum of eight stalls are suggested, or 10% of the proposed underground automobile parking. Rack style and spacing should follow the recommendations of the Association of Pedestrian and Bicycle Professionals (APBP). 14. Manage, maintain and operate roadways to maximize wherever possible the safety and mobility of all users and all modes. Proposed public sidewalks along York Ave, W 70th St, and Xerxes Ave are 5’ wide (min.) with 5’ boulevards (min.), which will improve user safety and comfort. Living Streets Plan (2015) Principle Assessment 2. Living Streets provide access and mobility for all transportation modes while enhancing safety and convenience for all users. The project provides facilities for pedestrians, bicyclists, transit users and motorists. 4. The City will require new developments to provide interconnected street and sidewalk networks that connect to existing or planned streets or sidewalks on the perimeter of the development. The project includes perimeter sidewalks that connect to existing facilities in the area. 9. Living Streets are designed and built with coordination between business and property owners along commercial corridors to develop vibrant commercial districts. The proposed perimeter and internal sidewalks will improve mobility for users within and around the site. 13. Living Streets will improve the current and future quality of life for the public. The wider pedestrian/bicycle facility and boulevard on York Ave will improve pedestrian safety and comfort adjacent to the property. Page 913 of 1184 City of Edina • 4801 W. 50th St. • Edina, MN 55424 Greater Southdale District Plan (2018) Transportation Goals and Policies Assessment 1-A. Regional Roadway Access Maintain adequate regional vehicle accessibility while also minimizing its negative impacts on Greater Southdale area circulation, not only regarding cars and vehicle deliveries, but also transit and bicycle usage, and pedestrian convenience and comfort. The project is expected to have minimal impact on adjacent roadways. It will remove a driveway access on York Ave while improving mobility for pedestrians, bicyclists and transit users. 1-G. Parking and Loading Develop a plan to establish public District shared parking facilities in key locations to serve public facilities and/or to augment private parking. Future- proof parking structures by requiring flexibility and adaptability in above-ground parking structure for possible future changes in use, addressing such issues as floor-to-ceiling height and other relevant features. The proposed parking supply satisfies the City’s requirements with the bicycle parking reduction. Stantec estimates that the supply will exceed the peak demand by 68 stalls. Travel Demand Management Policy (2021) Proposed Strategies (Tier 1 – min. 5 unique strategies identified) Provide maps that show the area bus routes and schedules Provide maps of bicycle and pedestrian facilities Provide information on starting and joining commuter programs Provide bicycle parking spaces for employees and facility users Suggested Additional Strategies Install canopy or shelter over surface bicycle parking stalls Provide long-term bicycle parking within underground parking garage (8 stalls minimum recommended) Provide a bike repair station on-site, located adjacent to bike parking. Provide information on the City’s CloverRide circulator bus Subsidize Metro Transit passes for employees Page 914 of 1184 City of Edina • 4801 W. 50th St. • Edina, MN 55424 Transportation Commission Comments Members of the Transportation Commission were given an opportunity to provide comments on the TIS and other transportation impacts of the proposed project. These comments are reflective of individual Commissioners, not the entire Commission: The City should accelerate proposed improvements west of the site in order to promote safe access for all users. Temporary bike lanes or shared road signage should be considered in the meantime. Longer-term traffic modeling (beyond 2027) should be performed given the potential future growth in the Southdale area. The proposed project should evaluate the need for enhanced crosswalks or pedestrian signals at busy intersections near the site. The applicant should consider implementing flexible parking management strategies or shared parking agreements to mitigate increased pressure on parking if transit and bicycle use doesn’t reach expected levels, or if Metro Transit reduces service. The applicant should develop a construction management plan to reduce impact to pedestrians, transit and motorists. The City should establish clear maintenance responsibilities for the proposed shared-use path. Page 915 of 1184 File #193807257 March 4, 2025 Prepared by: Stantec Consulting Services Inc. One Carlson Parkway Plymouth, MN 55447 Phone: 763-479-4200 Fax: 763-479-4242 Prepared for: City of Edina 4801 W. 50th Street Edina, MN 55424 Traffic and Parking Study for Southdale Library and Edina Art Center 7001 York Avenue S Edina, MN Page 916 of 1184 March 2025 i Table of Contents TABLE OF CONTENTS ..................................................................................... I 1.0 EXECUTIVE SUMMARY ...................................................................... 1-1 2.0 PURPOSE AND BACKGROUND ........................................................... 2-1 3.0 EXISTING CONDITIONS .................................................................... 3-1 4.0 TRAFFIC FORECASTS ........................................................................ 4-1 5.0 TRAFFIC ANALYSIS ........................................................................... 5-5 6.0 PARKING ANALYSIS ......................................................................... 6-1 7.0 CONCLUSIONS AND RECOMMENDATIONS ......................................... 7-1 8.0 APPENDIX ........................................................................................ 8-1 FIGURES FIGURE 1 PROJECT LOCATION .................................................................. 2-2 FIGURE 2 SITE PLAN ................................................................................ 2-3 FIGURE 3 EXISTING CONDITIONS ............................................................. 3-2 FIGURE 4 WEEKDAY A.M. AND P.M. PEAK HOUR VOLUMES .......................... 4-3 I hereby certify that this report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. __________________________________ DATE: March 4, 2025 Edward F. Terhaar License No. 24441 Page 917 of 1184 March 2025 1-1 1.0 Executive Summary The purpose of this Traffic and Parking Study is to evaluate the impacts of the proposed Southdale Library and Edina Art Center project located at 7001 York Avenue S. in Edina, MN. The proposed project will replace the existing Southdale Library building. This study examined weekday a.m. and p.m. peak hour traffic impacts of the proposed development at the following intersections: • France Avenue/70th Street • York Avenue/70th Street • Xerxes Avenue/70th Street • York Avenue/Hazelton Road • 70th Street W./Library access (existing and future) • York Avenue/Library access (existing only) The proposed project involves replacing the existing library building with a new 61,520 square foot building with underground parking. The site plan shows 184 total parking spaces including 109 surface stalls and 75 underground. As shown in the site plan, the project includes one access point on 70th Street. The project is expected to be completed in 2027. The conclusions drawn from the information and analyses presented in this report are as follows: • The proposed development is expected to generate 156 trips during the a.m. peak hour, 166 trips during the p.m. peak hour, and 1,649 trips daily. • The trips added to the roadway system by the proposed development are expected to have minimal impact on traffic operations on the surrounding street system. No improvements are needed at the subject intersections to accommodate the proposed project. • Parking data from the Institute of Transportation Engineers (ITE) was used to determine the expected parking demand for the proposed land uses. Data provided in the ITE publication Parking Generation, 6th Edition, results in a peak weekday parking demand of 116 spaces, with 100 spaces for the library and 16 spaces for the art center. • In addition, existing parking usage was surveyed at the existing library and art center during peak times. The peak parking at the library ranged from 59 to 107 stalls while the peak observed at art center was 5 stalls. • Edina City code requires a base count of 198 stalls. The project qualifies for transit and bicycle space reductions resulting in 160 spaces required. • Based on the parking demand information, the 184 stalls proposed are expected to accommodate the forecasted peak parking demand. Page 918 of 1184 March 2025 1-2 • Future plans for this area include upgrading to buffered bike lanes on York Avenue and a standard bike lane on 70th Street east of York Avenue. The proposed project will benefit from the existing and proposed sidewalk and bicycle facilities in this area. • The project owner is proposing to provide bicycle parking spaces on-site. • Per City requirements, a Travel Demand Management (TDM) plan is required for this project. The goal of the TDM plan is to reduce vehicular trips during peak hours and carbon emissions from vehicles. TDM strategies for this site include: o Providing maps that show the area bus routes and schedules. o Providing maps of bicycle and pedestrian facilities. o Providing information on starting and joining commuter programs. o Providing bicycle parking spaces for employees and facility users. The goal of the TDM plan is a 10 percent reduction in single occupant vehicle trips. The TDM plan strategies should be implemented at the time the project is complete and fully operational. Page 919 of 1184 March 2025 2-1 2.0 Purpose and Background The purpose of this Traffic and Parking Study is to evaluate the impacts of the proposed Southdale Library and Edina Art Center project located at 7001 York Avenue S. in Edina, MN. The proposed project will replace the existing Southdale Library building. The project location is shown in Figure 1. This study examined weekday a.m. and p.m. peak hour traffic impacts of the proposed development at the following intersections: • France Avenue/70th Street • York Avenue/70th Street • Xerxes Avenue/70th Street • York Avenue/Hazelton Road • 70th Street W./Library access (existing and future) • York Avenue/Library access (existing only) Proposed Development Characteristics The proposed project involves replacing the existing library building with a new 61,520 square foot building with underground parking. The site plan shows 184 total parking spaces including 109 surface stalls and 75 underground. As shown in the site plan, the project includes one access point on 70th Street. The project is expected to be completed in 2027. The current site plan is shown in Figure 2. Page 920 of 1184 March 2025 2-2 Page 921 of 1184 March 2025 2-3 Page 922 of 1184 March 2025 3-1 3.0 Existing Conditions The proposed project location currently contains the existing Southdale Library building and surface parking. The site is bounded by 70th Street on the north, York Avenue on the west, Xerxes Avenue on the east, and a commercial use on the south. Near the site location, York Avenue is a four lane divided roadway with turn lanes and signal control at major intersections. 70th Street is a two lane roadway with turn lanes and signal control at major intersections. Xerxes Avenue is a two lane undivided roadway. Existing conditions at the proposed project location are shown in Figure 3 and described below. France Avenue/70th Street This four-way intersection is controlled with a traffic signal. The eastbound and westbound approaches provide one left turn lane, one through lane, and one right turn lane. The northbound and southbound approaches provide one left turn lane, two through lanes, and one through/right turn lane. York Avenue/70th Street This four-way intersection is controlled with a traffic signal. The eastbound approach provides one left turn lane, one through lane, and one right turn lane. The westbound approach provides one left turn lane and one through/right turn lane. The northbound approach provides one left turn lane, one through lane, and one through/right turn lane. The southbound approach provides one left turn lane, two through lanes, and one right turn lane. Xerxes Avenue/70th Street This four-way intersection is controlled with stop signs on all approaches. All approaches provide one left turn/through/right turn lane. York Avenue/Hazelton Road This four-way intersection is controlled with a traffic signal. The eastbound approach provides one left turn/through lane and one right turn lane. The westbound approach provides one left turn/through/right turn lane. The northbound approach provides one left turn lane, one through lane, and one through/right turn lane. The southbound approach provides one left turn lane, two through lanes, and one right turn lane. 70th Street W./Library access This three-way intersection is controlled with a stop sign on the northbound approach. All approaches provide a single lane. This intersection will serve as the single access point for the proposed building. Page 923 of 1184 March 2025 3-2 York Avenue/Library access This three-way intersection is controlled with a stop sign on the westbound approach. All approaches provide a single lane. This intersection will be removed as part of the proposed project. Traffic Volume Data Weekday traffic volume data was recorded at each intersection in August, 2024. Existing traffic volume data is presented later in this report. Page 924 of 1184 March 2025 3-3 Page 925 of 1184 March 2025 4-1 4.0 Traffic Forecasts Traffic Forecast Scenarios To adequately address the impacts of the proposed project, forecasts and analyses were completed for the year 2027. Specifically, weekday a.m. and p.m. peak hour traffic forecasts were completed for the following scenarios: • 2024 Existing. Existing volumes were determined through traffic counts at the subject intersections. The existing volume information includes trips generated by the uses near the project site. • 2027 No-Build. Existing volumes at the subject intersections were increased by 1.0 percent per year to determine 2027 No-Build volumes. The 1.0 percent per year growth rate was calculated based on both recent growth experienced near the site and projected growth due to additional development in the area. • 2027 Build. Trips generated by the proposed development were added to the 2027 No-Build volumes to determine 2027 Build volumes. Trip Generation for Proposed Project Weekday trip generation totals for the proposed uses were estimated using expected visitor and employee numbers provided by Hennepin County Facility Services and the City of Edina. The resultant trip generation estimates are shown in Table 4-1. Table 4-1 Trip Generation for Proposed Project Land Use Size Weekday AM Peak Hour Weekday PM Peak Hour Weekday Daily In Out Total In Out Total Total Library 43,990 SF 114 22 136 64 82 146 1,449 Art Center 17,530 SF 10 10 20 10 10 20 200 Totals 124 32 156 74 92 166 1,649 Note: SF=square feet. Trip Distribution Percentages Trip distribution percentages for the subject development trips were established based on the nearby roadway network, existing and expected future traffic patterns, and location of the subject development in relation to major attractions and population concentrations. Page 926 of 1184 March 2025 4-2 The distribution percentages for trips generated by the proposed development are as follows: • 25 percent to/from the east on 70th Street • 25 percent to/from the west on 70th Street • 25 percent to/from the north on York Avenue • 25 percent to/from the south on York Avenue Traffic Volumes Development trips were assigned to the surrounding roadway network using the preceding trip distribution percentages. Traffic volumes were established for all the forecasting scenarios described earlier during the weekday a.m. and p.m. peak hours. The resultant traffic volumes are presented in Figures 4 and 5. Page 927 of 1184 March 2025 4-3 Page 928 of 1184 March 2025 4-4 Page 929 of 1184 March 2025 5-5 5.0 Traffic Analysis Intersection Level of Service Analysis Traffic analyses were completed for the subject intersections for all scenarios described earlier during the weekday a.m. and p.m. peak hours using Synchro/SimTraffic software. Initial analysis was completed using existing geometrics and intersection control. Capacity analysis results are presented in terms of level of service (LOS), which is defined in terms of traffic delay at the intersection. LOS ranges from A to F. LOS A represents the best intersection operation, with little delay for each vehicle using the intersection. LOS F represents the worst intersection operation with excessive delay. In accordance with MnDOT traffic study guidelines, this analysis used the LOS D/E boundary as an indicator of acceptable traffic operations. The following is a detailed description of the conditions described by each LOS designation: • Level of service A corresponds to a free flow condition with motorists virtually unaffected by the intersection control mechanism. For a signalized or an unsignalized intersection, the average delay per vehicle would be approximately 10 seconds or less. • Level of service B represents stable flow with a high degree of freedom, but with some influence from the intersection control device and the traffic volumes. For a signalized intersection, the average delay ranges from 10 to 20 seconds. An unsignalized intersection would have delays ranging from 10 to 15 seconds for this level. • Level of service C depicts a restricted flow which remains stable, but with significant influence from the intersection control device and the traffic volumes. The general level of comfort and convenience changes noticeably at this level. The delay ranges from 20 to 35 seconds for a signalized intersection and from 15 to 25 seconds for an unsignalized intersection at this level. • Level of service D corresponds to high-density flow in which speed and freedom are significantly restricted. Though traffic flow remains stable, reductions in comfort and convenience are experienced. The control delay for this level is 35 to 55 seconds for a signalized intersection and 25 to 35 seconds for an unsignalized intersection. • Level of service E represents unstable flow of traffic at or near the capacity of the intersection with poor levels of comfort and convenience. The delay ranges from 55 to 80 seconds for a signalized intersection and from 35 to 50 seconds for an unsignalized intersection at this level. • Level of service F represents forced flow in which the volume of traffic approaching the intersection exceeds the volume that can be served. Characteristics often experienced include long queues, stop-and-go waves, poor travel times, low comfort and convenience, and increased accident exposure. Delays over 80 seconds for a signalized intersection and over 50 seconds for an unsignalized intersection correspond to this level of service. Page 930 of 1184 March 2025 5-6 The LOS results for the study intersections are discussed below. 2024 Existing Weekday A.M. and P.M. Peak Hour LOS Results Intersection Traffic Control AM Peak Hour LOS PM Peak Hour LOS France Avenue/70th Street Signal B/D C/D York Avenue/70th Street Signal B/D C/E Xerxes Avenue/70th Street All-way stop A/A A/A York Avenue/Hazelton Road Signal B/D C/E 70th Street W./Library access NB stop A/A A/B York Avenue/Library access WB stop A/A A/B Note: Level of service results presented with overall intersection LOS followed by worst movement LOS. During the a.m. peak hour, all intersections operate at LOS B or better and movements operate at LOS D or better. During the p.m. peak hour, all intersections operate at LOS C or better and movements operate at LOS E or better. 2027 No Build Weekday A.M. and P.M. Peak Hour LOS Results Intersection Traffic Control AM Peak Hour LOS PM Peak Hour LOS France Avenue/70th Street Signal C/D C/D York Avenue/70th Street Signal B/D C/E Xerxes Avenue/70th Street All-way stop A/A A/A York Avenue/Hazelton Road Signal B/D C/E 70th Street W./Library access NB stop A/B A/B York Avenue/Library access WB stop A/A A/B Note: Level of service results presented with overall intersection LOS followed by worst movement LOS. During the a.m. peak hour, all intersections operate at LOS C or better and movements operate at LOS D or better. During the p.m. peak hour, all intersections operate at LOS C or better and movements operate at LOS E or better. 2027 Build Weekday A.M. and P.M. Peak Hour LOS Results Intersection Traffic Control AM Peak Hour LOS PM Peak Hour LOS France Avenue/70th Street Signal C/D C/D York Avenue/70th Street Signal B/D C/E Xerxes Avenue/70th Street All-way stop A/A A/A York Avenue/Hazelton Road Signal B/D C/E 70th Street W./Library access NB stop A/B A/B Note: Level of service results presented with overall intersection LOS followed by worst movement LOS. During the a.m. peak hour, all intersections operate at LOS C or better and movements operate at LOS D or better. During the p.m. peak hour, all intersections operate at LOS C or better and movements operate at LOS E or better. Page 931 of 1184 March 2025 5-7 Overall Traffic Impact The net trips added to the roadway system by the proposed development are expected to have minimal impact on traffic operations on the surrounding street system. No improvements are needed at the subject intersections to accommodate the proposed project. Bicycle and Pedestrian Facilities Under existing conditions, sidewalk is provided on both sides of York Avenue, both sides of 70th Street west of York Avenue, the south side of 70th Street east of York Avenue, and both sides of France Avenue. Striped bike lanes are provided on 70th Street at France Avenue. Bicycles are allowed on all the surrounding streets. Future plans for this area include upgrading to buffered bike lanes on York Avenue and a standard bike lane on 70th Street east of York Avenue. The proposed project will benefit from the existing and proposed sidewalk and bicycle facilities in this area. The project owner is proposing to provide bicycle parking spaces on-site. Transit Facilities The subject site presently is served by Metro Transit routes 6, 537, 538, and 578 on York Avenue. Travel Demand Management Plan (TDM) Per City requirements, a Travel Demand Management (TDM) plan is required for this project. The goal of the TDM plan is to reduce vehicular trips during peak hours and carbon emissions from vehicles. TDM strategies for this site include: • Providing maps that show the area bus routes and schedules. • Providing maps of bicycle and pedestrian facilities. • Providing information on starting and joining commuter programs. • Providing bicycle parking spaces for employees and facility users. The goal of the TDM plan is a 10 percent reduction in single occupant vehicle trips. The TDM plan strategies should be implemented at the time the project is complete and fully operational. Page 932 of 1184 March 2025 6-1 6.0 Parking Analysis The site plan shows 184 total parking spaces including 109 surface stalls and 75 underground. Parking data from the Institute of Transportation Engineers (ITE) was used to determine the expected parking demand for the proposed land uses. Data provided in the ITE publication Parking Generation, 6th Edition, results in a peak weekday parking demand of 116 spaces, with 100 spaces for the library and 16 spaces for the art center. In addition, existing parking usage was surveyed at the existing library and art center during peak times. The peak parking at the library ranged from 59 to 107 stalls while the peak observed at art center was 5 stalls. Edina City code requires a base count of 198 stalls. The project qualifies for transit and bicycle space reductions resulting in 160 spaces required. Based on this information, the 184 stalls proposed are expected to accommodate the forecasted peak parking demand. Page 933 of 1184 March 2025 7-1 7.0 Conclusions and Recommendations The conclusions drawn from the information and analyses presented in this report are as follows: • The proposed development is expected to generate 156 trips during the a.m. peak hour, 166 trips during the p.m. peak hour, and 1,649 trips daily. • The trips added to the roadway system by the proposed development are expected to have minimal impact on traffic operations on the surrounding street system. No improvements are needed at the subject intersections to accommodate the proposed project. • Parking data from the Institute of Transportation Engineers (ITE) was used to determine the expected parking demand for the proposed land uses. Data provided in the ITE publication Parking Generation, 6th Edition, results in a peak weekday parking demand of 116 spaces, with 100 spaces for the library and 16 spaces for the art center. • In addition, existing parking usage was surveyed at the existing library and art center during peak times. The peak parking at the library ranged from 59 to 107 stalls while the peak observed at art center was 5 stalls. • Edina City code requires a base count of 198 stalls. The project qualifies for transit and bicycle space reductions resulting in 160 spaces required. • Based on the parking demand information, the 184 stalls proposed are expected to accommodate the forecasted peak parking demand. • Future plans for this area include upgrading to buffered bike lanes on York Avenue and a standard bike lane on 70th Street east of York Avenue. The proposed project will benefit from the existing and proposed sidewalk and bicycle facilities in this area. • The project owner is proposing to provide bicycle parking spaces on-site. • Per City requirements, a Travel Demand Management (TDM) plan is required for this project. The goal of the TDM plan is to reduce vehicular trips during peak hours and carbon emissions from vehicles. TDM strategies for this site include: o Providing maps that show the area bus routes and schedules. o Providing maps of bicycle and pedestrian facilities. o Providing information on starting and joining commuter programs. o Providing bicycle parking spaces for employees and facility users. The goal of the TDM plan is a 10 percent reduction in single occupant vehicle trips. The TDM plan strategies should be implemented at the time the project is complete and fully operational. Page 934 of 1184 March 2025 8-1 8.0 Appendix • Level of Service Worksheets Page 935 of 1184 HCM 6th Signalized Intersection Summary 2024 AM 5: France Ave & 70th Street Synchro 11 Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 130 173 226 29 77 44 80 593 35 70 567 21 Future Volume (veh/h) 130 173 226 29 77 44 80 593 35 70 567 21 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 137 182 238 31 81 46 84 624 37 74 597 22 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 387 367 311 266 263 223 110 2276 134 97 2295 84 Arrive On Green 0.09 0.20 0.20 0.03 0.14 0.14 0.06 0.46 0.46 0.05 0.45 0.45 Sat Flow, veh/h 1781 1870 1585 1781 1870 1585 1781 4931 291 1781 5055 186 Grp Volume(v), veh/h 137 182 238 31 81 46 84 430 231 74 401 218 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 1870 1585 1781 1702 1818 1781 1702 1837 Q Serve(g_s), s 4.4 6.1 10.0 1.0 2.7 1.8 3.3 5.5 5.5 2.9 5.1 5.2 Cycle Q Clear(g_c), s 4.4 6.1 10.0 1.0 2.7 1.8 3.3 5.5 5.5 2.9 5.1 5.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.16 1.00 0.10 Lane Grp Cap(c), veh/h 387 367 311 266 263 223 110 1571 839 97 1545 834 V/C Ratio(X) 0.35 0.50 0.77 0.12 0.31 0.21 0.76 0.27 0.28 0.76 0.26 0.26 Avail Cap(c_a), veh/h 648 890 754 423 677 574 493 1571 839 443 1545 834 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 21.7 25.2 26.8 24.5 27.2 26.8 32.5 11.7 11.7 32.8 11.9 11.9 Incr Delay (d2), s/veh 0.5 1.0 3.9 0.2 0.7 0.5 10.2 0.4 0.8 11.8 0.4 0.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.8 2.7 3.9 0.4 1.2 0.7 1.7 2.0 2.2 1.5 1.9 2.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 22.2 26.2 30.7 24.7 27.8 27.2 42.7 12.1 12.5 44.6 12.3 12.7 LnGrp LOS C C C C C C D B B D B B Approach Vol, veh/h 557 158 745 693 Approach Delay, s/veh 27.2 27.0 15.7 15.9 Approach LOS C C B B Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 8.3 37.0 6.8 18.3 8.9 36.5 10.7 14.4 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 17.5 32.5 8.5 33.5 19.5 30.5 16.5 25.5 Max Q Clear Time (g_c+I1), s 4.9 7.5 3.0 12.0 5.3 7.2 6.4 4.7 Green Ext Time (p_c), s 0.1 4.5 0.0 1.8 0.1 4.1 0.2 0.5 Intersection Summary HCM 6th Ctrl Delay 19.5 HCM 6th LOS B Page 936 of 1184 HCM 6th Signalized Intersection Summary 2024 AM 33: York Ave & 70th Street Synchro 11 Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 62 60 60 44 47 18 53 377 45 40 470 109 Future Volume (veh/h) 62 60 60 44 47 18 53 377 45 40 470 109 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 64 64 63 46 49 19 56 397 47 42 495 115 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 132 139 118 115 83 32 85 1792 211 71 1961 875 Arrive On Green 0.07 0.07 0.07 0.06 0.06 0.06 0.05 0.56 0.56 0.04 0.55 0.55 Sat Flow, veh/h 1781 1870 1585 1781 1283 498 1781 3202 377 1781 3554 1585 Grp Volume(v), veh/h 64 64 63 46 0 68 56 219 225 42 495 115 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 0 1781 1781 1777 1803 1781 1777 1585 Q Serve(g_s), s 2.4 2.3 2.6 1.7 0.0 2.6 2.1 4.3 4.3 1.6 5.0 2.4 Cycle Q Clear(g_c), s 2.4 2.3 2.6 1.7 0.0 2.6 2.1 4.3 4.3 1.6 5.0 2.4 Prop In Lane 1.00 1.00 1.00 0.28 1.00 0.21 1.00 1.00 Lane Grp Cap(c), veh/h 132 139 118 115 0 115 85 994 1009 71 1961 875 V/C Ratio(X) 0.48 0.46 0.53 0.40 0.00 0.59 0.66 0.22 0.22 0.59 0.25 0.13 Avail Cap(c_a), veh/h 582 612 518 531 0 531 349 994 1009 272 1961 875 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 30.6 30.5 30.7 30.9 0.0 31.3 32.2 7.6 7.6 32.5 8.0 7.4 Incr Delay (d2), s/veh 2.7 2.4 3.7 2.2 0.0 4.8 8.4 0.5 0.5 7.5 0.3 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.1 1.1 1.1 0.8 0.0 1.2 1.1 1.5 1.6 0.8 1.7 0.8 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 33.3 32.9 34.4 33.2 0.0 36.1 40.6 8.1 8.1 39.9 8.3 7.8 LnGrp LOS C C C C A D D A A D A A Approach Vol, veh/h 191 114 500 652 Approach Delay, s/veh 33.5 34.9 11.8 10.3 Approach LOS C C B B Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 7.3 43.0 9.6 7.8 42.5 8.9 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 10.5 38.5 22.5 13.5 35.5 20.5 Max Q Clear Time (g_c+I1), s 3.6 6.3 4.6 4.1 7.0 4.6 Green Ext Time (p_c), s 0.0 2.8 0.6 0.1 4.0 0.4 Intersection Summary HCM 6th Ctrl Delay 15.8 HCM 6th LOS B Notes User approved volume balancing among the lanes for turning movement. Page 937 of 1184 HCM 6th TWSC 2024 AM 36: north access & 70th Street Synchro 11 Report Intersection Int Delay, s/veh 1.8 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 58 33 39 79 5 4 Future Vol, veh/h 58 33 39 79 5 4 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 76 76 76 76 76 76 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 76 43 51 104 7 5 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 119 0 304 98 Stage 1 - - - - 98 - Stage 2 - - - - 206 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1469 - 688 958 Stage 1 - - - - 926 - Stage 2 - - - - 829 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1469 - 663 958 Mov Cap-2 Maneuver - - - - 663 - Stage 1 - - - - 926 - Stage 2 - - - - 798 - Approach EB WB NB HCM Control Delay, s 0 2.5 9.8 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 768 - - 1469 - HCM Lane V/C Ratio 0.015 - - 0.035 - HCM Control Delay (s) 9.8 - - 7.5 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0 - - 0.1 - Page 938 of 1184 HCM 6th AWSC 2024 AM 38: Xerxes Ave & 70th Street Synchro 11 Report Intersection Intersection Delay, s/veh 7.5 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 12 40 6 3 74 4 13 2 1 3 6 38 Future Vol, veh/h 12 40 6 3 74 4 13 2 1 3 6 38 Peak Hour Factor 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 15 49 7 4 91 5 16 2 1 4 7 47 Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 1 1 1 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 1 1 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1 1 1 1 HCM Control Delay 7.6 7.7 7.6 7.1 HCM LOS A A A A Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 81% 21% 4% 6% Vol Thru, % 12% 69% 91% 13% Vol Right, % 6% 10% 5% 81% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 16 58 81 47 LT Vol 13 12 3 3 Through Vol 2 40 74 6 RT Vol 1 6 4 38 Lane Flow Rate 20 72 100 58 Geometry Grp 1 1 1 1 Degree of Util (X) 0.024 0.082 0.114 0.061 Departure Headway (Hd) 4.402 4.127 4.104 3.773 Convergence, Y/N Yes Yes Yes Yes Cap 801 863 869 934 Service Time 2.494 2.178 2.149 1.86 HCM Lane V/C Ratio 0.025 0.083 0.115 0.062 HCM Control Delay 7.6 7.6 7.7 7.1 HCM Lane LOS A A A A HCM 95th-tile Q 0.1 0.3 0.4 0.2 Page 939 of 1184 HCM 6th TWSC 2024 AM 41: York Ave & west access Synchro 11 Report Intersection Int Delay, s/veh 0.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 12 466 35 0 554 Future Vol, veh/h 0 12 466 35 0 554 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - Free - Free Storage Length - 0 - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 97 97 97 97 97 97 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 12 480 36 0 571 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 240 0 - - - Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 6.94 - - - - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.32 - - - - Pot Cap-1 Maneuver 0 761 - 0 0 - Stage 1 0 - - 0 0 - Stage 2 0 - - 0 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - 761 - - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach WB NB SB HCM Control Delay, s 9.8 0 0 HCM LOS A Minor Lane/Major Mvmt NBTWBLn1 SBT Capacity (veh/h) - 761 - HCM Lane V/C Ratio - 0.016 - HCM Control Delay (s) - 9.8 - HCM Lane LOS - A - HCM 95th %tile Q(veh) - 0.1 - Page 940 of 1184 HCM 6th Signalized Intersection Summary 2024 AM 43: York Ave & Hazelton Rd/access Synchro 11 Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 83 7 65 3 1 5 88 402 16 21 448 81 Future Volume (veh/h) 83 7 65 3 1 5 88 402 16 21 448 81 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 86 7 67 3 1 5 91 414 16 22 462 84 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 219 10 132 81 34 64 120 2485 96 44 2379 1061 Arrive On Green 0.08 0.08 0.08 0.08 0.08 0.08 0.07 0.71 0.71 0.02 0.67 0.67 Sat Flow, veh/h 1525 124 1585 200 414 767 1781 3488 135 1781 3554 1585 Grp Volume(v), veh/h 93 0 67 9 0 0 91 210 220 22 462 84 Grp Sat Flow(s),veh/h/ln 1649 0 1585 1381 0 0 1781 1777 1846 1781 1777 1585 Q Serve(g_s), s 0.0 0.0 3.0 0.0 0.0 0.0 3.8 2.9 2.9 0.9 3.7 1.4 Cycle Q Clear(g_c), s 3.8 0.0 3.0 3.8 0.0 0.0 3.8 2.9 2.9 0.9 3.7 1.4 Prop In Lane 0.92 1.00 0.33 0.56 1.00 0.07 1.00 1.00 Lane Grp Cap(c), veh/h 230 0 132 179 0 0 120 1266 1315 44 2379 1061 V/C Ratio(X) 0.40 0.00 0.51 0.05 0.00 0.00 0.76 0.17 0.17 0.50 0.19 0.08 Avail Cap(c_a), veh/h 693 0 644 667 0 0 557 1266 1315 296 2379 1061 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 33.3 0.0 32.9 31.7 0.0 0.0 34.4 3.5 3.5 36.2 4.7 4.3 Incr Delay (d2), s/veh 1.1 0.0 3.0 0.1 0.0 0.0 9.4 0.3 0.3 8.7 0.2 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.7 0.0 1.2 0.2 0.0 0.0 1.9 0.8 0.9 0.5 1.1 0.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 34.4 0.0 35.9 31.8 0.0 0.0 43.8 3.8 3.8 44.9 4.9 4.5 LnGrp LOS C A D C A A D A A D A A Approach Vol, veh/h 160 9 521 568 Approach Delay, s/veh 35.1 31.8 10.8 6.4 Approach LOS D C B A Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 6.3 58.0 10.8 9.6 54.8 10.8 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 12.5 53.5 30.5 23.5 42.5 30.5 Max Q Clear Time (g_c+I1), s 2.9 4.9 5.8 5.8 5.7 5.8 Green Ext Time (p_c), s 0.0 2.8 0.7 0.2 3.7 0.0 Intersection Summary HCM 6th Ctrl Delay 12.0 HCM 6th LOS B Page 941 of 1184 HCM 6th Signalized Intersection Summary 2027 AM No Build 5: France Ave & 70th Street Synchro 11 Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 134 178 233 30 79 45 82 611 36 72 584 22 Future Volume (veh/h) 134 178 233 30 79 45 82 611 36 72 584 22 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 141 187 245 32 83 47 86 643 38 76 615 23 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 386 372 315 261 266 226 113 2310 136 99 2328 87 Arrive On Green 0.09 0.20 0.20 0.03 0.14 0.14 0.06 0.47 0.47 0.06 0.46 0.46 Sat Flow, veh/h 1781 1870 1585 1781 1870 1585 1781 4932 290 1781 5052 188 Grp Volume(v), veh/h 141 187 245 32 83 47 86 443 238 76 414 224 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 1870 1585 1781 1702 1818 1781 1702 1836 Q Serve(g_s), s 4.7 6.6 10.8 1.1 2.9 1.9 3.5 5.9 5.9 3.1 5.5 5.5 Cycle Q Clear(g_c), s 4.7 6.6 10.8 1.1 2.9 1.9 3.5 5.9 5.9 3.1 5.5 5.5 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.16 1.00 0.10 Lane Grp Cap(c), veh/h 386 372 315 261 266 226 113 1595 852 99 1569 846 V/C Ratio(X) 0.37 0.50 0.78 0.12 0.31 0.21 0.76 0.28 0.28 0.77 0.26 0.27 Avail Cap(c_a), veh/h 602 851 721 384 648 549 447 1595 852 399 1569 846 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 22.4 26.3 28.0 25.6 28.3 27.9 33.9 12.0 12.0 34.3 12.2 12.2 Incr Delay (d2), s/veh 0.6 1.1 4.1 0.2 0.7 0.5 10.1 0.4 0.8 11.5 0.4 0.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.0 2.9 4.3 0.5 1.3 0.7 1.8 2.1 2.4 1.6 2.0 2.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 23.0 27.3 32.1 25.8 29.0 28.4 44.0 12.4 12.8 45.8 12.6 13.0 LnGrp LOS C C C C C C D B B D B B Approach Vol, veh/h 573 162 767 714 Approach Delay, s/veh 28.3 28.2 16.1 16.2 Approach LOS C C B B Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 8.6 39.0 6.9 19.1 9.2 38.4 11.1 15.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 16.5 34.5 7.5 33.5 18.5 32.5 15.5 25.5 Max Q Clear Time (g_c+I1), s 5.1 7.9 3.1 12.8 5.5 7.5 6.7 4.9 Green Ext Time (p_c), s 0.1 4.8 0.0 1.9 0.1 4.3 0.2 0.5 Intersection Summary HCM 6th Ctrl Delay 20.2 HCM 6th LOS C Page 942 of 1184 HCM 6th Signalized Intersection Summary 2027 AM No Build 33: York Ave & 70th Street Synchro 11 Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 64 62 62 45 48 19 55 388 46 46 484 112 Future Volume (veh/h) 64 62 62 45 48 19 55 388 46 46 484 112 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 66 66 65 47 51 20 58 408 48 48 509 118 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 134 141 119 116 84 33 86 1797 210 77 1975 881 Arrive On Green 0.08 0.08 0.08 0.07 0.07 0.07 0.05 0.56 0.56 0.04 0.56 0.56 Sat Flow, veh/h 1781 1870 1585 1781 1279 501 1781 3205 375 1781 3554 1585 Grp Volume(v), veh/h 66 66 65 47 0 71 58 225 231 48 509 118 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 0 1780 1781 1777 1803 1781 1777 1585 Q Serve(g_s), s 2.5 2.4 2.8 1.8 0.0 2.7 2.3 4.5 4.5 1.9 5.2 2.5 Cycle Q Clear(g_c), s 2.5 2.4 2.8 1.8 0.0 2.7 2.3 4.5 4.5 1.9 5.2 2.5 Prop In Lane 1.00 1.00 1.00 0.28 1.00 0.21 1.00 1.00 Lane Grp Cap(c), veh/h 134 141 119 116 0 116 86 996 1011 77 1975 881 V/C Ratio(X) 0.49 0.47 0.55 0.40 0.00 0.61 0.68 0.23 0.23 0.62 0.26 0.13 Avail Cap(c_a), veh/h 544 571 484 518 0 518 341 996 1011 266 1975 881 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 31.3 31.2 31.4 31.6 0.0 32.0 33.0 7.8 7.8 33.1 8.1 7.5 Incr Delay (d2), s/veh 2.8 2.4 3.8 2.2 0.0 5.1 8.9 0.5 0.5 8.0 0.3 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.1 1.1 1.2 0.8 0.0 1.3 1.2 1.6 1.7 1.0 1.8 0.8 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 34.1 33.7 35.3 33.9 0.0 37.1 41.9 8.3 8.3 41.1 8.4 7.8 LnGrp LOS C C D C A D D A A D A A Approach Vol, veh/h 197 118 514 675 Approach Delay, s/veh 34.3 35.8 12.1 10.6 Approach LOS C D B B Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 7.5 44.0 9.8 7.9 43.7 9.1 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 10.5 39.5 21.5 13.5 36.5 20.5 Max Q Clear Time (g_c+I1), s 3.9 6.5 4.8 4.3 7.2 4.7 Green Ext Time (p_c), s 0.0 2.9 0.6 0.1 4.1 0.4 Intersection Summary HCM 6th Ctrl Delay 16.2 HCM 6th LOS B Notes User approved volume balancing among the lanes for turning movement. Page 943 of 1184 HCM 6th TWSC 2027 AM No Build 36: north access & 70th Street Synchro 11 Report Intersection Int Delay, s/veh 1.9 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 60 37 44 81 6 3 Future Vol, veh/h 60 37 44 81 6 3 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 76 76 76 76 76 76 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 79 49 58 107 8 4 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 128 0 327 104 Stage 1 - - - - 104 - Stage 2 - - - - 223 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1458 - 667 951 Stage 1 - - - - 920 - Stage 2 - - - - 814 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1458 - 639 951 Mov Cap-2 Maneuver - - - - 639 - Stage 1 - - - - 920 - Stage 2 - - - - 780 - Approach EB WB NB HCM Control Delay, s 0 2.7 10.1 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 717 - - 1458 - HCM Lane V/C Ratio 0.017 - - 0.04 - HCM Control Delay (s) 10.1 - - 7.6 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0.1 - - 0.1 - Page 944 of 1184 HCM 6th AWSC 2027 AM No Build 38: Xerxes Ave & 70th Street Synchro 11 Report Intersection Intersection Delay, s/veh 7.5 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 12 41 6 3 76 4 13 2 1 3 6 39 Future Vol, veh/h 12 41 6 3 76 4 13 2 1 3 6 39 Peak Hour Factor 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 15 51 7 4 94 5 16 2 1 4 7 48 Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 1 1 1 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 1 1 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1 1 1 1 HCM Control Delay 7.6 7.7 7.6 7.1 HCM LOS A A A A Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 81% 20% 4% 6% Vol Thru, % 12% 69% 92% 12% Vol Right, % 6% 10% 5% 81% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 16 59 83 48 LT Vol 13 12 3 3 Through Vol 2 41 76 6 RT Vol 1 6 4 39 Lane Flow Rate 20 73 102 59 Geometry Grp 1 1 1 1 Degree of Util (X) 0.024 0.084 0.117 0.062 Departure Headway (Hd) 4.409 4.131 4.107 3.776 Convergence, Y/N Yes Yes Yes Yes Cap 800 862 868 932 Service Time 2.504 2.183 2.153 1.867 HCM Lane V/C Ratio 0.025 0.085 0.118 0.063 HCM Control Delay 7.6 7.6 7.7 7.1 HCM Lane LOS A A A A HCM 95th-tile Q 0.1 0.3 0.4 0.2 Page 945 of 1184 HCM 6th TWSC 2027 AM No Build 41: York Ave & west access Synchro 11 Report Intersection Int Delay, s/veh 0.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 13 480 33 0 571 Future Vol, veh/h 0 13 480 33 0 571 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - Free - Free Storage Length - 0 - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 97 97 97 97 97 97 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 13 495 34 0 589 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 248 0 - - - Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 6.94 - - - - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.32 - - - - Pot Cap-1 Maneuver 0 752 - 0 0 - Stage 1 0 - - 0 0 - Stage 2 0 - - 0 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - 752 - - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach WB NB SB HCM Control Delay, s 9.9 0 0 HCM LOS A Minor Lane/Major Mvmt NBTWBLn1 SBT Capacity (veh/h) - 752 - HCM Lane V/C Ratio - 0.018 - HCM Control Delay (s) - 9.9 - HCM Lane LOS - A - HCM 95th %tile Q(veh) - 0.1 - Page 946 of 1184 HCM 6th Signalized Intersection Summary 2027 AM No Build 43: York Ave & Hazelton Rd/access Synchro 11 Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 86 7 67 3 1 5 91 414 16 22 462 83 Future Volume (veh/h) 86 7 67 3 1 5 91 414 16 22 462 83 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 89 7 69 3 1 5 94 427 16 23 476 86 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 219 10 152 93 41 90 124 2461 92 45 2346 1046 Arrive On Green 0.10 0.10 0.10 0.10 0.10 0.10 0.07 0.70 0.70 0.03 0.66 0.66 Sat Flow, veh/h 1347 106 1585 323 425 935 1781 3493 131 1781 3554 1585 Grp Volume(v), veh/h 96 0 69 9 0 0 94 217 226 23 476 86 Grp Sat Flow(s),veh/h/ln 1453 0 1585 1683 0 0 1781 1777 1847 1781 1777 1585 Q Serve(g_s), s 4.5 0.0 3.2 0.0 0.0 0.0 4.0 3.2 3.2 1.0 4.1 1.5 Cycle Q Clear(g_c), s 4.9 0.0 3.2 0.4 0.0 0.0 4.0 3.2 3.2 1.0 4.1 1.5 Prop In Lane 0.93 1.00 0.33 0.56 1.00 0.07 1.00 1.00 Lane Grp Cap(c), veh/h 229 0 152 223 0 0 124 1252 1301 45 2346 1046 V/C Ratio(X) 0.42 0.00 0.45 0.04 0.00 0.00 0.76 0.17 0.17 0.51 0.20 0.08 Avail Cap(c_a), veh/h 639 0 604 665 0 0 541 1252 1301 288 2346 1046 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 33.8 0.0 33.1 31.8 0.0 0.0 35.4 3.8 3.8 37.2 5.2 4.7 Incr Delay (d2), s/veh 1.2 0.0 2.1 0.1 0.0 0.0 9.1 0.3 0.3 8.7 0.2 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.8 0.0 1.3 0.2 0.0 0.0 2.0 1.0 1.0 0.5 1.3 0.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 35.0 0.0 35.2 31.9 0.0 0.0 44.5 4.1 4.1 46.0 5.4 4.9 LnGrp LOS D A D C A A D A A D A A Approach Vol, veh/h 165 9 537 585 Approach Delay, s/veh 35.1 31.9 11.2 6.9 Approach LOS D C B A Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 6.4 59.0 11.9 9.9 55.6 11.9 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 12.5 54.5 29.5 23.5 43.5 29.5 Max Q Clear Time (g_c+I1), s 3.0 5.2 6.9 6.0 6.1 2.4 Green Ext Time (p_c), s 0.0 2.9 0.7 0.2 3.8 0.0 Intersection Summary HCM 6th Ctrl Delay 12.4 HCM 6th LOS B Page 947 of 1184 HCM 6th Signalized Intersection Summary 2027 AM Build 5: France Ave & 70th Street Synchro 11 Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 134 179 233 31 82 46 82 611 36 73 584 22 Future Volume (veh/h) 134 179 233 31 82 46 82 611 36 73 584 22 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 141 188 245 33 86 48 86 643 38 77 615 23 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 384 372 315 261 268 227 113 2306 136 101 2327 87 Arrive On Green 0.09 0.20 0.20 0.03 0.14 0.14 0.06 0.47 0.47 0.06 0.46 0.46 Sat Flow, veh/h 1781 1870 1585 1781 1870 1585 1781 4932 290 1781 5052 188 Grp Volume(v), veh/h 141 188 245 33 86 48 86 443 238 77 414 224 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 1870 1585 1781 1702 1818 1781 1702 1836 Q Serve(g_s), s 4.7 6.6 10.8 1.1 3.0 2.0 3.5 5.9 5.9 3.1 5.5 5.5 Cycle Q Clear(g_c), s 4.7 6.6 10.8 1.1 3.0 2.0 3.5 5.9 5.9 3.1 5.5 5.5 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.16 1.00 0.10 Lane Grp Cap(c), veh/h 384 372 315 261 268 227 113 1591 850 101 1568 846 V/C Ratio(X) 0.37 0.51 0.78 0.13 0.32 0.21 0.76 0.28 0.28 0.76 0.26 0.27 Avail Cap(c_a), veh/h 600 849 719 383 646 548 447 1591 850 398 1568 846 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 22.5 26.3 28.0 25.5 28.4 27.9 34.0 12.0 12.0 34.3 12.2 12.2 Incr Delay (d2), s/veh 0.6 1.1 4.1 0.2 0.7 0.5 10.1 0.4 0.8 11.4 0.4 0.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.0 2.9 4.3 0.5 1.4 0.8 1.8 2.1 2.4 1.6 2.0 2.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 23.1 27.4 32.2 25.8 29.1 28.4 44.1 12.5 12.9 45.7 12.6 13.0 LnGrp LOS C C C C C C D B B D B B Approach Vol, veh/h 574 167 767 715 Approach Delay, s/veh 28.4 28.2 16.1 16.3 Approach LOS C C B B Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 8.7 39.0 7.0 19.2 9.2 38.5 11.1 15.1 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 16.5 34.5 7.5 33.5 18.5 32.5 15.5 25.5 Max Q Clear Time (g_c+I1), s 5.1 7.9 3.1 12.8 5.5 7.5 6.7 5.0 Green Ext Time (p_c), s 0.1 4.8 0.0 1.9 0.1 4.3 0.2 0.5 Intersection Summary HCM 6th Ctrl Delay 20.3 HCM 6th LOS C Page 948 of 1184 HCM 6th Signalized Intersection Summary 2027 AM Build 33: York Ave & 70th Street Synchro 11 Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 64 64 62 52 55 21 53 378 80 43 484 112 Future Volume (veh/h) 64 64 62 52 55 21 53 378 80 43 484 112 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 67 67 65 55 58 22 56 398 84 45 509 118 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 135 141 120 130 94 36 85 1614 338 74 1940 865 Arrive On Green 0.08 0.08 0.08 0.07 0.07 0.07 0.05 0.55 0.55 0.04 0.55 0.55 Sat Flow, veh/h 1781 1870 1585 1781 1292 490 1781 2925 612 1781 3554 1585 Grp Volume(v), veh/h 67 67 65 55 0 80 56 240 242 45 509 118 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 0 1782 1781 1777 1760 1781 1777 1585 Q Serve(g_s), s 2.5 2.4 2.8 2.1 0.0 3.0 2.2 4.9 5.0 1.7 5.3 2.5 Cycle Q Clear(g_c), s 2.5 2.4 2.8 2.1 0.0 3.0 2.2 4.9 5.0 1.7 5.3 2.5 Prop In Lane 1.00 1.00 1.00 0.28 1.00 0.35 1.00 1.00 Lane Grp Cap(c), veh/h 135 141 120 130 0 130 85 980 971 74 1940 865 V/C Ratio(X) 0.50 0.47 0.54 0.42 0.00 0.62 0.66 0.25 0.25 0.61 0.26 0.14 Avail Cap(c_a), veh/h 549 576 488 549 0 549 345 980 971 268 1940 865 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 31.0 30.9 31.1 30.9 0.0 31.4 32.7 8.1 8.1 32.9 8.4 7.8 Incr Delay (d2), s/veh 2.8 2.5 3.8 2.2 0.0 4.7 8.5 0.6 0.6 7.7 0.3 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.2 1.1 1.1 0.9 0.0 1.4 1.1 1.8 1.8 0.9 1.8 0.8 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 33.8 33.4 34.9 33.1 0.0 36.0 41.2 8.7 8.7 40.6 8.7 8.1 LnGrp LOS C C C C A D D A A D A A Approach Vol, veh/h 199 135 538 672 Approach Delay, s/veh 34.0 34.9 12.1 10.7 Approach LOS C C B B Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 7.4 43.0 9.8 7.8 42.6 9.6 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 10.5 38.5 21.5 13.5 35.5 21.5 Max Q Clear Time (g_c+I1), s 3.7 7.0 4.8 4.2 7.3 5.0 Green Ext Time (p_c), s 0.0 3.2 0.6 0.1 4.1 0.5 Intersection Summary HCM 6th Ctrl Delay 16.3 HCM 6th LOS B Notes User approved volume balancing among the lanes for turning movement. Page 949 of 1184 HCM 6th TWSC 2027 AM Build 36: north access & 70th Street Synchro 11 Report Intersection Int Delay, s/veh 2.4 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 59 76 48 81 22 10 Future Vol, veh/h 59 76 48 81 22 10 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 76 76 76 76 76 76 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 78 100 63 107 29 13 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 178 0 361 128 Stage 1 - - - - 128 - Stage 2 - - - - 233 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1398 - 638 922 Stage 1 - - - - 898 - Stage 2 - - - - 806 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1398 - 607 922 Mov Cap-2 Maneuver - - - - 607 - Stage 1 - - - - 898 - Stage 2 - - - - 767 - Approach EB WB NB HCM Control Delay, s 0 2.9 10.6 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 680 - - 1398 - HCM Lane V/C Ratio 0.062 - - 0.045 - HCM Control Delay (s) 10.6 - - 7.7 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0.2 - - 0.1 - Page 950 of 1184 HCM 6th AWSC 2027 AM Build 38: Xerxes Ave & 70th Street Synchro 11 Report Intersection Intersection Delay, s/veh 7.6 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 12 47 6 3 80 4 13 2 1 3 6 39 Future Vol, veh/h 12 47 6 3 80 4 13 2 1 3 6 39 Peak Hour Factor 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 15 58 7 4 99 5 16 2 1 4 7 48 Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 1 1 1 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 1 1 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1 1 1 1 HCM Control Delay 7.6 7.7 7.6 7.2 HCM LOS A A A A Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 81% 18% 3% 6% Vol Thru, % 12% 72% 92% 12% Vol Right, % 6% 9% 5% 81% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 16 65 87 48 LT Vol 13 12 3 3 Through Vol 2 47 80 6 RT Vol 1 6 4 39 Lane Flow Rate 20 80 107 59 Geometry Grp 1 1 1 1 Degree of Util (X) 0.025 0.092 0.123 0.062 Departure Headway (Hd) 4.531 4.136 4.113 3.795 Convergence, Y/N Yes Yes Yes Yes Cap 795 860 867 926 Service Time 2.531 2.192 2.163 1.894 HCM Lane V/C Ratio 0.025 0.093 0.123 0.064 HCM Control Delay 7.6 7.6 7.7 7.2 HCM Lane LOS A A A A HCM 95th-tile Q 0.1 0.3 0.4 0.2 Page 951 of 1184 HCM 6th TWSC 2027 AM Build 41: York Ave & west access Synchro 11 Report Intersection Int Delay, s/veh 0 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 0 515 0 0 578 Future Vol, veh/h 0 0 515 0 0 578 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - Free - Free Storage Length - 0 - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 97 97 97 97 97 97 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 0 531 0 0 596 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 266 0 - - - Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 6.94 - - - - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.32 - - - - Pot Cap-1 Maneuver 0 732 - 0 0 - Stage 1 0 - - 0 0 - Stage 2 0 - - 0 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - 732 - - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach WB NB SB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBTWBLn1 SBT Capacity (veh/h) - - - HCM Lane V/C Ratio - - - HCM Control Delay (s) - 0 - HCM Lane LOS - A - HCM 95th %tile Q(veh) - - - Page 952 of 1184 HCM 6th Signalized Intersection Summary 2027 AM Build 43: York Ave & Hazelton Rd/access Synchro 11 Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 86 7 67 3 1 5 91 416 16 22 469 83 Future Volume (veh/h) 86 7 67 3 1 5 91 416 16 22 469 83 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 89 7 69 3 1 5 94 429 16 23 484 86 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 215 10 151 91 40 89 141 2481 92 45 2332 1040 Arrive On Green 0.10 0.10 0.10 0.10 0.10 0.10 0.08 0.71 0.71 0.03 0.66 0.66 Sat Flow, veh/h 1347 106 1585 326 422 936 1781 3494 130 1781 3554 1585 Grp Volume(v), veh/h 96 0 69 9 0 0 94 218 227 23 484 86 Grp Sat Flow(s),veh/h/ln 1453 0 1585 1685 0 0 1781 1777 1847 1781 1777 1585 Q Serve(g_s), s 4.7 0.0 3.3 0.0 0.0 0.0 4.1 3.2 3.2 1.0 4.3 1.6 Cycle Q Clear(g_c), s 5.1 0.0 3.3 0.4 0.0 0.0 4.1 3.2 3.2 1.0 4.3 1.6 Prop In Lane 0.93 1.00 0.33 0.56 1.00 0.07 1.00 1.00 Lane Grp Cap(c), veh/h 225 0 151 220 0 0 141 1262 1312 45 2332 1040 V/C Ratio(X) 0.43 0.00 0.46 0.04 0.00 0.00 0.67 0.17 0.17 0.52 0.21 0.08 Avail Cap(c_a), veh/h 603 0 568 628 0 0 593 1262 1312 258 2332 1040 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 34.8 0.0 34.1 32.7 0.0 0.0 35.6 3.8 3.8 38.3 5.4 5.0 Incr Delay (d2), s/veh 1.3 0.0 2.2 0.1 0.0 0.0 5.4 0.3 0.3 8.9 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.8 0.0 1.3 0.2 0.0 0.0 1.9 1.0 1.0 0.5 1.3 0.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 36.1 0.0 36.2 32.8 0.0 0.0 41.0 4.1 4.1 47.2 5.5 5.0 LnGrp LOS D A D C A A D A A D A A Approach Vol, veh/h 165 9 539 593 Approach Delay, s/veh 36.2 32.8 10.5 7.0 Approach LOS D C B A Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 6.5 61.0 12.1 10.8 56.7 12.1 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 11.5 56.5 28.5 26.5 41.5 28.5 Max Q Clear Time (g_c+I1), s 3.0 5.2 7.1 6.1 6.3 2.4 Green Ext Time (p_c), s 0.0 2.9 0.7 0.2 3.9 0.0 Intersection Summary HCM 6th Ctrl Delay 12.3 HCM 6th LOS B Page 953 of 1184 HCM 6th Signalized Intersection Summary 2024 PM 5: France Ave & 70th Street 03/04/2025 Synchro 11 Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 205 306 191 84 164 108 210 961 90 108 665 50 Future Volume (veh/h) 205 306 191 84 164 108 210 961 90 108 665 50 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 209 312 195 86 167 110 214 981 92 110 679 51 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 348 384 325 213 266 225 254 2276 213 140 2013 150 Arrive On Green 0.12 0.21 0.21 0.06 0.14 0.14 0.14 0.48 0.48 0.08 0.42 0.42 Sat Flow, veh/h 1781 1870 1585 1781 1870 1585 1781 4750 444 1781 4847 362 Grp Volume(v), veh/h 209 312 195 86 167 110 214 702 371 110 476 254 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 1870 1585 1781 1702 1790 1781 1702 1805 Q Serve(g_s), s 9.5 15.8 11.1 4.0 8.3 6.3 11.6 13.4 13.5 6.0 9.4 9.5 Cycle Q Clear(g_c), s 9.5 15.8 11.1 4.0 8.3 6.3 11.6 13.4 13.5 6.0 9.4 9.5 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.25 1.00 0.20 Lane Grp Cap(c), veh/h 348 384 325 213 266 225 254 1631 858 140 1414 750 V/C Ratio(X) 0.60 0.81 0.60 0.40 0.63 0.49 0.84 0.43 0.43 0.79 0.34 0.34 Avail Cap(c_a), veh/h 469 783 663 266 594 504 584 1631 858 350 1414 750 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 29.7 37.6 35.7 34.0 40.1 39.2 41.4 16.9 17.0 44.8 19.7 19.7 Incr Delay (d2), s/veh 1.7 4.2 1.8 1.2 2.4 1.6 7.5 0.8 1.6 9.3 0.6 1.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.2 7.6 4.4 1.8 4.0 2.6 5.6 5.3 5.7 3.0 3.8 4.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 31.4 41.8 37.5 35.3 42.5 40.9 48.9 17.8 18.5 54.1 20.3 21.0 LnGrp LOS C D D D D D D B B D C C Approach Vol, veh/h 716 363 1287 840 Approach Delay, s/veh 37.6 40.3 23.2 25.0 Approach LOS D D C C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 12.3 52.0 10.0 24.8 18.6 45.7 16.3 18.6 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 19.5 47.5 8.5 41.5 32.5 34.5 18.5 31.5 Max Q Clear Time (g_c+I1), s 8.0 15.5 6.0 17.8 13.6 11.5 11.5 10.3 Green Ext Time (p_c), s 0.2 8.7 0.0 2.6 0.6 5.0 0.3 1.2 Intersection Summary HCM 6th Ctrl Delay 28.8 HCM 6th LOS C Page 954 of 1184 HCM 6th Signalized Intersection Summary 2024 PM 33: York Ave & 70th Street 03/04/2025 Synchro 11 Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 197 135 81 79 82 43 85 742 86 50 673 142 Future Volume (veh/h) 197 135 81 79 82 43 85 742 86 50 673 142 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 173 186 84 82 85 45 89 773 90 52 701 148 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 236 248 210 175 113 60 115 1770 206 68 1868 833 Arrive On Green 0.13 0.13 0.13 0.10 0.10 0.10 0.06 0.55 0.55 0.04 0.53 0.53 Sat Flow, veh/h 1781 1870 1585 1781 1151 609 1781 3207 373 1781 3554 1585 Grp Volume(v), veh/h 173 186 84 82 0 130 89 428 435 52 701 148 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 0 1761 1781 1777 1803 1781 1777 1585 Q Serve(g_s), s 9.4 9.6 4.9 4.4 0.0 7.2 4.9 14.3 14.3 2.9 11.7 4.9 Cycle Q Clear(g_c), s 9.4 9.6 4.9 4.4 0.0 7.2 4.9 14.3 14.3 2.9 11.7 4.9 Prop In Lane 1.00 1.00 1.00 0.35 1.00 0.21 1.00 1.00 Lane Grp Cap(c), veh/h 236 248 210 175 0 173 115 981 995 68 1868 833 V/C Ratio(X) 0.73 0.75 0.40 0.47 0.00 0.75 0.78 0.44 0.44 0.77 0.38 0.18 Avail Cap(c_a), veh/h 505 530 449 381 0 376 292 981 995 204 1868 833 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 41.9 42.0 40.0 42.8 0.0 44.1 46.3 13.3 13.3 47.9 14.1 12.5 Incr Delay (d2), s/veh 4.4 4.5 1.2 1.9 0.0 6.4 10.6 1.4 1.4 16.3 0.6 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.4 4.7 2.0 2.0 0.0 3.4 2.5 5.8 5.9 1.6 4.7 1.8 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 46.3 46.6 41.2 44.8 0.0 50.5 56.9 14.7 14.7 64.2 14.7 12.9 LnGrp LOS D D D D A D E B B E B B Approach Vol, veh/h 443 212 952 901 Approach Delay, s/veh 45.4 48.3 18.7 17.2 Approach LOS D D B B Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 8.3 60.0 17.8 11.0 57.4 14.4 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 11.5 55.5 28.5 16.5 50.5 21.5 Max Q Clear Time (g_c+I1), s 4.9 16.3 11.6 6.9 13.7 9.2 Green Ext Time (p_c), s 0.0 6.6 1.7 0.1 6.2 0.7 Intersection Summary HCM 6th Ctrl Delay 25.4 HCM 6th LOS C Notes User approved volume balancing among the lanes for turning movement. Page 955 of 1184 HCM 6th TWSC 2024 PM 36: north access & 70th Street 03/04/2025 Synchro 11 Report Intersection Int Delay, s/veh 1.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 194 24 16 145 20 15 Future Vol, veh/h 194 24 16 145 20 15 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 83 83 83 83 83 94 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 234 29 19 175 24 16 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 263 0 462 249 Stage 1 - - - - 249 - Stage 2 - - - - 213 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1301 - 558 790 Stage 1 - - - - 792 - Stage 2 - - - - 823 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1301 - 549 790 Mov Cap-2 Maneuver - - - - 549 - Stage 1 - - - - 792 - Stage 2 - - - - 810 - Approach EB WB NB HCM Control Delay, s 0 0.8 11.2 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 625 - - 1301 - HCM Lane V/C Ratio 0.064 - - 0.015 - HCM Control Delay (s) 11.2 - - 7.8 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0.2 - - 0 - Page 956 of 1184 HCM 6th AWSC 2024 PM 3: Xerxes Ave & 70th Street 03/04/2025 Synchro 11 Report Intersection Intersection Delay, s/veh 8.7 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 41 153 20 2 89 6 22 6 3 7 7 52 Future Vol, veh/h 41 153 20 2 89 6 22 6 3 7 7 52 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 48 180 24 2 105 7 26 7 4 8 8 61 Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 1 1 1 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 1 1 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1 1 1 1 HCM Control Delay 9.2 8.2 8.2 7.8 HCM LOS A A A A Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 71% 19% 2% 11% Vol Thru, % 19% 71% 92% 11% Vol Right, % 10% 9% 6% 79% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 31 214 97 66 LT Vol 22 41 2 7 Through Vol 6 153 89 7 RT Vol 3 20 6 52 Lane Flow Rate 36 252 114 78 Geometry Grp 1 1 1 1 Degree of Util (X) 0.05 0.301 0.14 0.094 Departure Headway (Hd) 4.928 4.304 4.43 4.345 Convergence, Y/N Yes Yes Yes Yes Cap 727 836 810 825 Service Time 2.954 2.321 2.451 2.368 HCM Lane V/C Ratio 0.05 0.301 0.141 0.095 HCM Control Delay 8.2 9.2 8.2 7.8 HCM Lane LOS A A A A HCM 95th-tile Q 0.2 1.3 0.5 0.3 Page 957 of 1184 HCM 6th TWSC 2024 PM 41: York Ave & west access 03/04/2025 Synchro 11 Report Intersection Int Delay, s/veh 0.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 50 874 23 0 848 Future Vol, veh/h 0 50 874 23 0 848 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 96 96 96 96 96 96 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 52 910 24 0 883 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 467 0 0 - - Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 6.94 - - - - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.32 - - - - Pot Cap-1 Maneuver 0 542 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - 542 - - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach WB NB SB HCM Control Delay, s 12.3 0 0 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h) - - 542 - HCM Lane V/C Ratio - - 0.096 - HCM Control Delay (s) - - 12.3 - HCM Lane LOS - - B - HCM 95th %tile Q(veh) - - 0.3 - Page 958 of 1184 HCM 6th Signalized Intersection Summary 2024 PM 43: York Ave & Hazelton Rd/access 03/04/2025 Synchro 11 Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 220 1 130 19 7 17 177 639 8 22 662 171 Future Volume (veh/h) 220 1 130 19 7 17 177 639 8 22 662 171 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 232 1 137 20 7 18 186 673 8 23 697 180 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 342 1 305 182 71 136 222 2363 28 41 1974 880 Arrive On Green 0.19 0.19 0.19 0.19 0.19 0.19 0.12 0.66 0.66 0.02 0.56 0.56 Sat Flow, veh/h 1425 6 1585 689 370 706 1781 3597 43 1781 3554 1585 Grp Volume(v), veh/h 233 0 137 45 0 0 186 332 349 23 697 180 Grp Sat Flow(s),veh/h/ln 1431 0 1585 1764 0 0 1781 1777 1863 1781 1777 1585 Q Serve(g_s), s 14.2 0.0 8.1 0.0 0.0 0.0 10.8 8.4 8.4 1.4 11.5 6.0 Cycle Q Clear(g_c), s 16.5 0.0 8.1 2.3 0.0 0.0 10.8 8.4 8.4 1.4 11.5 6.0 Prop In Lane 1.00 1.00 0.44 0.40 1.00 0.02 1.00 1.00 Lane Grp Cap(c), veh/h 343 0 305 388 0 0 222 1167 1224 41 1974 880 V/C Ratio(X) 0.68 0.00 0.45 0.12 0.00 0.00 0.84 0.28 0.28 0.56 0.35 0.20 Avail Cap(c_a), veh/h 660 0 667 740 0 0 497 1167 1224 126 1974 880 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 40.9 0.0 37.8 35.4 0.0 0.0 45.3 7.7 7.7 51.1 13.0 11.8 Incr Delay (d2), s/veh 2.4 0.0 1.0 0.1 0.0 0.0 8.1 0.6 0.6 11.2 0.5 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 6.0 0.0 3.2 1.0 0.0 0.0 5.2 3.1 3.3 0.7 4.6 2.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 43.3 0.0 38.8 35.6 0.0 0.0 53.4 8.3 8.2 62.3 13.5 12.3 LnGrp LOS D A D D A A D A A E B B Approach Vol, veh/h 370 45 867 900 Approach Delay, s/veh 41.6 35.6 17.9 14.5 Approach LOS D D B B Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 7.0 74.0 24.8 17.7 63.3 24.8 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 7.5 69.5 44.5 29.5 47.5 44.5 Max Q Clear Time (g_c+I1), s 3.4 10.4 18.5 12.8 13.5 4.3 Green Ext Time (p_c), s 0.0 4.9 1.9 0.4 6.2 0.2 Intersection Summary HCM 6th Ctrl Delay 20.9 HCM 6th LOS C Page 959 of 1184 HCM 6th Signalized Intersection Summary 2027 PM No Build 5: France Ave & 70th Street 03/04/2025 Synchro 11 Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 211 315 197 87 169 111 216 990 93 111 685 52 Future Volume (veh/h) 211 315 197 87 169 111 216 990 93 111 685 52 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 215 321 201 89 172 113 220 1010 95 113 699 53 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 352 393 333 214 273 232 260 2247 211 143 1977 149 Arrive On Green 0.12 0.21 0.21 0.06 0.15 0.15 0.15 0.47 0.47 0.08 0.41 0.41 Sat Flow, veh/h 1781 1870 1585 1781 1870 1585 1781 4748 446 1781 4844 365 Grp Volume(v), veh/h 215 321 201 89 172 113 220 724 381 113 490 262 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 1870 1585 1781 1702 1790 1781 1702 1805 Q Serve(g_s), s 9.8 16.4 11.5 4.2 8.7 6.6 12.1 14.3 14.3 6.3 10.0 10.1 Cycle Q Clear(g_c), s 9.8 16.4 11.5 4.2 8.7 6.6 12.1 14.3 14.3 6.3 10.0 10.1 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.25 1.00 0.20 Lane Grp Cap(c), veh/h 352 393 333 214 273 232 260 1611 847 143 1389 736 V/C Ratio(X) 0.61 0.82 0.60 0.42 0.63 0.49 0.85 0.45 0.45 0.79 0.35 0.36 Avail Cap(c_a), veh/h 465 773 655 263 587 497 577 1611 847 346 1389 736 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 29.7 37.8 35.9 34.1 40.3 39.4 41.8 17.7 17.7 45.3 20.5 20.6 Incr Delay (d2), s/veh 1.7 4.2 1.8 1.3 2.4 1.6 7.5 0.9 1.7 9.2 0.7 1.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.3 7.9 4.6 1.9 4.1 2.6 5.8 5.6 6.1 3.1 4.0 4.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 31.4 42.0 37.6 35.4 42.7 41.0 49.3 18.6 19.4 54.5 21.2 21.9 LnGrp LOS C D D D D D D B B D C C Approach Vol, veh/h 737 374 1325 865 Approach Delay, s/veh 37.8 40.4 23.9 25.8 Approach LOS D D C C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 12.6 52.0 10.2 25.6 19.1 45.5 16.6 19.2 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 19.5 47.5 8.5 41.5 32.5 34.5 18.5 31.5 Max Q Clear Time (g_c+I1), s 8.3 16.3 6.2 18.4 14.1 12.1 11.8 10.7 Green Ext Time (p_c), s 0.2 9.0 0.0 2.6 0.6 5.1 0.3 1.3 Intersection Summary HCM 6th Ctrl Delay 29.4 HCM 6th LOS C Page 960 of 1184 HCM 6th Signalized Intersection Summary 2027 PM No Build 33: York Ave & 70th Street 03/04/2025 Synchro 11 Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 203 139 83 81 84 44 88 764 89 52 693 146 Future Volume (veh/h) 203 139 83 81 84 44 88 764 89 52 693 146 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 178 191 86 84 88 46 92 796 93 54 722 152 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 241 253 214 179 116 61 118 1755 205 70 1849 825 Arrive On Green 0.14 0.14 0.14 0.10 0.10 0.10 0.07 0.55 0.55 0.04 0.52 0.52 Sat Flow, veh/h 1781 1870 1585 1781 1157 605 1781 3205 374 1781 3554 1585 Grp Volume(v), veh/h 178 191 86 84 0 134 92 441 448 54 722 152 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 0 1762 1781 1777 1803 1781 1777 1585 Q Serve(g_s), s 9.7 10.0 5.0 4.5 0.0 7.5 5.2 15.2 15.2 3.0 12.4 5.2 Cycle Q Clear(g_c), s 9.7 10.0 5.0 4.5 0.0 7.5 5.2 15.2 15.2 3.0 12.4 5.2 Prop In Lane 1.00 1.00 1.00 0.34 1.00 0.21 1.00 1.00 Lane Grp Cap(c), veh/h 241 253 214 179 0 177 118 973 987 70 1849 825 V/C Ratio(X) 0.74 0.76 0.40 0.47 0.00 0.76 0.78 0.45 0.45 0.77 0.39 0.18 Avail Cap(c_a), veh/h 501 526 446 378 0 374 290 973 987 202 1849 825 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 42.1 42.2 40.1 43.0 0.0 44.4 46.6 13.8 13.8 48.3 14.6 12.9 Incr Delay (d2), s/veh 4.4 4.6 1.2 1.9 0.0 6.4 10.4 1.5 1.5 16.4 0.6 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.5 4.9 2.0 2.1 0.0 3.6 2.6 6.2 6.3 1.7 5.0 1.9 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 46.5 46.8 41.3 44.9 0.0 50.8 57.0 15.3 15.3 64.6 15.3 13.4 LnGrp LOS D D D D A D E B B E B B Approach Vol, veh/h 455 218 981 928 Approach Delay, s/veh 45.7 48.5 19.2 17.8 Approach LOS D D B B Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 8.5 60.0 18.2 11.2 57.2 14.7 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 11.5 55.5 28.5 16.5 50.5 21.5 Max Q Clear Time (g_c+I1), s 5.0 17.2 12.0 7.2 14.4 9.5 Green Ext Time (p_c), s 0.0 6.9 1.7 0.1 6.4 0.7 Intersection Summary HCM 6th Ctrl Delay 25.9 HCM 6th LOS C Notes User approved volume balancing among the lanes for turning movement. Page 961 of 1184 HCM 6th TWSC 2027 PM No Build 36: north access & 70th Street 03/04/2025 Synchro 11 Report Intersection Int Delay, s/veh 1.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 200 25 16 149 20 15 Future Vol, veh/h 200 25 16 149 20 15 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 83 83 83 83 83 94 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 241 30 19 180 24 16 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 271 0 474 256 Stage 1 - - - - 256 - Stage 2 - - - - 218 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1292 - 549 783 Stage 1 - - - - 787 - Stage 2 - - - - 818 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1292 - 540 783 Mov Cap-2 Maneuver - - - - 540 - Stage 1 - - - - 787 - Stage 2 - - - - 805 - Approach EB WB NB HCM Control Delay, s 0 0.8 11.3 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 616 - - 1292 - HCM Lane V/C Ratio 0.065 - - 0.015 - HCM Control Delay (s) 11.3 - - 7.8 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0.2 - - 0 - Page 962 of 1184 HCM 6th AWSC 2027 PM No Build 3: Xerxes Ave & 70th Street 03/04/2025 Synchro 11 Report Intersection Intersection Delay, s/veh 8.7 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 42 158 21 2 92 6 23 6 3 7 7 54 Future Vol, veh/h 42 158 21 2 92 6 23 6 3 7 7 54 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 49 186 25 2 108 7 27 7 4 8 8 64 Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 1 1 1 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 1 1 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1 1 1 1 HCM Control Delay 9.3 8.2 8.3 7.9 HCM LOS A A A A Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 72% 19% 2% 10% Vol Thru, % 19% 71% 92% 10% Vol Right, % 9% 10% 6% 79% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 32 221 100 68 LT Vol 23 42 2 7 Through Vol 6 158 92 7 RT Vol 3 21 6 54 Lane Flow Rate 38 260 118 80 Geometry Grp 1 1 1 1 Degree of Util (X) 0.052 0.312 0.145 0.097 Departure Headway (Hd) 4.963 4.317 4.45 4.371 Convergence, Y/N Yes Yes Yes Yes Cap 722 835 807 820 Service Time 2.991 2.334 2.472 2.395 HCM Lane V/C Ratio 0.053 0.311 0.146 0.098 HCM Control Delay 8.3 9.3 8.2 7.9 HCM Lane LOS A A A A HCM 95th-tile Q 0.2 1.3 0.5 0.3 Page 963 of 1184 HCM 6th TWSC 2027 PM No Build 41: York Ave & west access 03/04/2025 Synchro 11 Report Intersection Int Delay, s/veh 0.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 50 900 23 0 874 Future Vol, veh/h 0 50 900 23 0 874 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 96 96 96 96 96 96 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 52 938 24 0 910 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 481 0 0 - - Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 6.94 - - - - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.32 - - - - Pot Cap-1 Maneuver 0 531 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - 531 - - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach WB NB SB HCM Control Delay, s 12.5 0 0 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h) - - 531 - HCM Lane V/C Ratio - - 0.098 - HCM Control Delay (s) - - 12.5 - HCM Lane LOS - - B - HCM 95th %tile Q(veh) - - 0.3 - Page 964 of 1184 HCM 6th Signalized Intersection Summary 2027 PM No Build 43: York Ave & Hazelton Rd/access 03/04/2025 Synchro 11 Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 227 1 134 20 7 18 182 658 8 23 682 176 Future Volume (veh/h) 227 1 134 20 7 18 182 658 8 23 682 176 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 239 1 141 21 7 19 192 693 8 24 718 185 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 350 1 313 187 70 141 228 2340 27 43 1940 865 Arrive On Green 0.20 0.20 0.20 0.20 0.20 0.20 0.13 0.65 0.65 0.02 0.55 0.55 Sat Flow, veh/h 1425 6 1585 696 355 713 1781 3598 42 1781 3554 1585 Grp Volume(v), veh/h 240 0 141 47 0 0 192 342 359 24 718 185 Grp Sat Flow(s),veh/h/ln 1431 0 1585 1764 0 0 1781 1777 1863 1781 1777 1585 Q Serve(g_s), s 14.5 0.0 8.3 0.0 0.0 0.0 11.1 8.8 8.8 1.4 12.1 6.3 Cycle Q Clear(g_c), s 16.9 0.0 8.3 2.3 0.0 0.0 11.1 8.8 8.8 1.4 12.1 6.3 Prop In Lane 1.00 1.00 0.45 0.40 1.00 0.02 1.00 1.00 Lane Grp Cap(c), veh/h 351 0 313 398 0 0 228 1155 1211 43 1940 865 V/C Ratio(X) 0.68 0.00 0.45 0.12 0.00 0.00 0.84 0.30 0.30 0.56 0.37 0.21 Avail Cap(c_a), veh/h 676 0 685 758 0 0 499 1155 1211 127 1940 865 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 40.4 0.0 37.2 34.8 0.0 0.0 44.9 8.0 8.0 50.9 13.6 12.3 Incr Delay (d2), s/veh 2.4 0.0 1.0 0.1 0.0 0.0 8.1 0.7 0.6 11.1 0.5 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 6.2 0.0 3.3 1.0 0.0 0.0 5.4 3.3 3.5 0.8 4.8 2.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 42.8 0.0 38.2 35.0 0.0 0.0 52.9 8.6 8.6 62.0 14.2 12.9 LnGrp LOS D A D C A A D A A E B B Approach Vol, veh/h 381 47 893 927 Approach Delay, s/veh 41.1 35.0 18.1 15.1 Approach LOS D C B B Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 7.0 73.0 25.3 18.0 62.0 25.3 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 7.5 68.5 45.5 29.5 46.5 45.5 Max Q Clear Time (g_c+I1), s 3.4 10.8 18.9 13.1 14.1 4.3 Green Ext Time (p_c), s 0.0 5.1 1.9 0.5 6.4 0.2 Intersection Summary HCM 6th Ctrl Delay 21.1 HCM 6th LOS C Page 965 of 1184 HCM 6th Signalized Intersection Summary 2027 PM Build 5: France Ave & 70th Street 03/04/2025 Synchro 11 Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 211 316 197 87 178 112 216 990 94 112 685 52 Future Volume (veh/h) 211 316 197 87 178 112 216 990 94 112 685 52 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 215 322 201 89 182 114 220 1010 96 114 699 53 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 346 393 333 214 274 232 259 2241 213 144 1976 149 Arrive On Green 0.12 0.21 0.21 0.06 0.15 0.15 0.15 0.47 0.47 0.08 0.41 0.41 Sat Flow, veh/h 1781 1870 1585 1781 1870 1585 1781 4743 450 1781 4844 365 Grp Volume(v), veh/h 215 322 201 89 182 114 220 724 382 114 490 262 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 1870 1585 1781 1702 1789 1781 1702 1805 Q Serve(g_s), s 9.8 16.5 11.5 4.2 9.3 6.7 12.1 14.3 14.4 6.3 10.0 10.1 Cycle Q Clear(g_c), s 9.8 16.5 11.5 4.2 9.3 6.7 12.1 14.3 14.4 6.3 10.0 10.1 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.25 1.00 0.20 Lane Grp Cap(c), veh/h 346 393 333 214 274 232 259 1608 845 144 1389 736 V/C Ratio(X) 0.62 0.82 0.60 0.42 0.66 0.49 0.85 0.45 0.45 0.79 0.35 0.36 Avail Cap(c_a), veh/h 476 772 654 263 567 481 576 1608 845 346 1389 736 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 29.8 37.9 35.9 34.1 40.6 39.5 41.9 17.8 17.8 45.3 20.6 20.6 Incr Delay (d2), s/veh 1.8 4.2 1.8 1.3 2.8 1.6 7.5 0.9 1.7 9.2 0.7 1.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.3 7.9 4.6 1.9 4.4 2.7 5.8 5.7 6.2 3.1 4.0 4.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 31.7 42.1 37.6 35.4 43.3 41.1 49.4 18.7 19.5 54.5 21.3 22.0 LnGrp LOS C D D D D D D B B D C C Approach Vol, veh/h 738 385 1326 866 Approach Delay, s/veh 37.8 40.8 24.0 25.9 Approach LOS D D C C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 12.7 52.0 10.2 25.6 19.1 45.5 16.7 19.2 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 19.5 47.5 8.5 41.5 32.5 34.5 19.5 30.5 Max Q Clear Time (g_c+I1), s 8.3 16.4 6.2 18.5 14.1 12.1 11.8 11.3 Green Ext Time (p_c), s 0.2 9.0 0.0 2.6 0.6 5.1 0.4 1.3 Intersection Summary HCM 6th Ctrl Delay 29.5 HCM 6th LOS C Page 966 of 1184 HCM 6th Signalized Intersection Summary 2027 PM Build 33: York Ave & 70th Street 03/04/2025 Synchro 11 Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 203 142 83 95 98 53 84 723 109 54 693 146 Future Volume (veh/h) 203 142 83 95 98 53 84 723 109 54 693 146 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 180 192 86 99 102 55 88 753 114 56 722 152 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 241 253 215 204 131 71 113 1650 250 72 1813 809 Arrive On Green 0.14 0.14 0.14 0.11 0.11 0.11 0.06 0.53 0.53 0.04 0.51 0.51 Sat Flow, veh/h 1781 1870 1585 1781 1143 616 1781 3095 468 1781 3554 1585 Grp Volume(v), veh/h 180 192 86 99 0 157 88 432 435 56 722 152 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 0 1759 1781 1777 1786 1781 1777 1585 Q Serve(g_s), s 9.9 10.1 5.1 5.3 0.0 8.9 5.0 15.3 15.4 3.2 12.8 5.3 Cycle Q Clear(g_c), s 9.9 10.1 5.1 5.3 0.0 8.9 5.0 15.3 15.4 3.2 12.8 5.3 Prop In Lane 1.00 1.00 1.00 0.35 1.00 0.26 1.00 1.00 Lane Grp Cap(c), veh/h 241 253 215 204 0 202 113 947 952 72 1813 809 V/C Ratio(X) 0.75 0.76 0.40 0.48 0.00 0.78 0.78 0.46 0.46 0.77 0.40 0.19 Avail Cap(c_a), veh/h 497 521 442 392 0 387 270 947 952 200 1813 809 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 42.5 42.6 40.4 42.4 0.0 44.0 47.2 14.7 14.7 48.6 15.4 13.6 Incr Delay (d2), s/veh 4.6 4.6 1.2 1.8 0.0 6.4 10.8 1.6 1.6 15.8 0.7 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.6 5.0 2.0 2.4 0.0 4.2 2.5 6.3 6.4 1.7 5.2 2.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 47.1 47.2 41.6 44.2 0.0 50.3 58.0 16.3 16.3 64.4 16.0 14.1 LnGrp LOS D D D D A D E B B E B B Approach Vol, veh/h 458 256 955 930 Approach Delay, s/veh 46.1 48.0 20.1 18.6 Approach LOS D D C B Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 8.7 59.0 18.3 11.0 56.7 16.2 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 11.5 54.5 28.5 15.5 50.5 22.5 Max Q Clear Time (g_c+I1), s 5.2 17.4 12.1 7.0 14.8 10.9 Green Ext Time (p_c), s 0.0 6.6 1.7 0.1 6.4 0.9 Intersection Summary HCM 6th Ctrl Delay 26.9 HCM 6th LOS C Notes User approved volume balancing among the lanes for turning movement. Page 967 of 1184 HCM 6th TWSC 2027 PM Build 36: north access & 70th Street 03/04/2025 Synchro 11 Report Intersection Int Delay, s/veh 2.5 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 195 55 19 149 57 35 Future Vol, veh/h 195 55 19 149 57 35 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 83 83 83 83 83 94 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 235 66 23 180 69 37 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 301 0 494 268 Stage 1 - - - - 268 - Stage 2 - - - - 226 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1260 - 535 771 Stage 1 - - - - 777 - Stage 2 - - - - 812 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1260 - 524 771 Mov Cap-2 Maneuver - - - - 524 - Stage 1 - - - - 777 - Stage 2 - - - - 796 - Approach EB WB NB HCM Control Delay, s 0 0.9 12.4 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 591 - - 1260 - HCM Lane V/C Ratio 0.179 - - 0.018 - HCM Control Delay (s) 12.4 - - 7.9 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0.6 - - 0.1 - Page 968 of 1184 HCM 6th AWSC 2027 PM Build 3: Xerxes Ave & 70th Street 03/04/2025 Synchro 11 Report Intersection Intersection Delay, s/veh 8.9 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 42 176 21 2 95 6 23 6 3 7 7 54 Future Vol, veh/h 42 176 21 2 95 6 23 6 3 7 7 54 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 49 207 25 2 112 7 27 7 4 8 8 64 Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 1 1 1 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 1 1 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1 1 1 1 HCM Control Delay 9.5 8.3 8.3 7.9 HCM LOS A A A A Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 72% 18% 2% 10% Vol Thru, % 19% 74% 92% 10% Vol Right, % 9% 9% 6% 79% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 32 239 103 68 LT Vol 23 42 2 7 Through Vol 6 176 95 7 RT Vol 3 21 6 54 Lane Flow Rate 38 281 121 80 Geometry Grp 1 1 1 1 Degree of Util (X) 0.053 0.338 0.151 0.098 Departure Headway (Hd) 5.021 4.325 4.476 4.427 Convergence, Y/N Yes Yes Yes Yes Cap 713 832 802 809 Service Time 3.053 2.345 2.501 2.456 HCM Lane V/C Ratio 0.053 0.338 0.151 0.099 HCM Control Delay 8.3 9.5 8.3 7.9 HCM Lane LOS A A A A HCM 95th-tile Q 0.2 1.5 0.5 0.3 Page 969 of 1184 HCM 6th TWSC 2027 PM Build 41: York Ave & west access 03/04/2025 Synchro 11 Report Intersection Int Delay, s/veh 0 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 0 925 0 0 888 Future Vol, veh/h 0 0 925 0 0 888 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 96 96 96 96 96 96 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 0 964 0 0 925 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 482 0 0 - - Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 6.94 - - - - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.32 - - - - Pot Cap-1 Maneuver 0 530 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - 530 - - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach WB NB SB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h) - - - - HCM Lane V/C Ratio - - - - HCM Control Delay (s) - - 0 - HCM Lane LOS - - A - HCM 95th %tile Q(veh) - - - - Page 970 of 1184 HCM 6th Signalized Intersection Summary 2027 PM Build 43: York Ave & Hazelton Rd/access 03/04/2025 Synchro 11 Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 227 1 134 20 7 18 182 660 8 23 696 176 Future Volume (veh/h) 227 1 134 20 7 18 182 660 8 23 696 176 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 239 1 141 21 7 19 192 695 8 24 733 185 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 348 1 313 186 70 141 228 2347 27 43 1948 869 Arrive On Green 0.20 0.20 0.20 0.20 0.20 0.20 0.13 0.65 0.65 0.02 0.55 0.55 Sat Flow, veh/h 1425 6 1585 697 354 714 1781 3598 41 1781 3554 1585 Grp Volume(v), veh/h 240 0 141 47 0 0 192 343 360 24 733 185 Grp Sat Flow(s),veh/h/ln 1431 0 1585 1765 0 0 1781 1777 1863 1781 1777 1585 Q Serve(g_s), s 14.7 0.0 8.4 0.0 0.0 0.0 11.2 8.9 8.9 1.4 12.5 6.4 Cycle Q Clear(g_c), s 17.1 0.0 8.4 2.4 0.0 0.0 11.2 8.9 8.9 1.4 12.5 6.4 Prop In Lane 1.00 1.00 0.45 0.40 1.00 0.02 1.00 1.00 Lane Grp Cap(c), veh/h 350 0 313 397 0 0 228 1159 1215 43 1948 869 V/C Ratio(X) 0.69 0.00 0.45 0.12 0.00 0.00 0.84 0.30 0.30 0.56 0.38 0.21 Avail Cap(c_a), veh/h 655 0 662 736 0 0 493 1159 1215 125 1948 869 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 40.9 0.0 37.7 35.3 0.0 0.0 45.4 8.0 8.0 51.5 13.7 12.3 Incr Delay (d2), s/veh 2.4 0.0 1.0 0.1 0.0 0.0 8.2 0.7 0.6 11.2 0.6 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 6.2 0.0 3.3 1.0 0.0 0.0 5.5 3.4 3.5 0.8 5.0 2.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 43.3 0.0 38.7 35.4 0.0 0.0 53.6 8.6 8.6 62.7 14.3 12.9 LnGrp LOS D A D D A A D A A E B B Approach Vol, veh/h 381 47 895 942 Approach Delay, s/veh 41.6 35.4 18.3 15.2 Approach LOS D D B B Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 7.0 74.0 25.5 18.1 62.9 25.5 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 7.5 69.5 44.5 29.5 47.5 44.5 Max Q Clear Time (g_c+I1), s 3.4 10.9 19.1 13.2 14.5 4.4 Green Ext Time (p_c), s 0.0 5.1 1.9 0.5 6.6 0.2 Intersection Summary HCM 6th Ctrl Delay 21.3 HCM 6th LOS C Page 971 of 1184 Better Together Edina 7001 York Ave. S., Southdale Library Project Report Page 972 of 1184 Better Together Edina Michael Dolan at 3209 Galleria, Unit 1608 Edina, 55345. I'm calling to give input regard ing this proposed library and museum at York Avenue. Remind everybody that this cou ntry is $36 trillion in debt. We are facing $36 trillion worth of debt. We are facing a rece ssion or a depression. We need to have responsible government that doesn't just spen d money like it's taken off a tree. This is ridiculous. There's no reason why we can't wai t 3, 4, or 5 years until this economic situation is in better hand. I would hope that the Pl anning Commission and others would take this into consideration, $36 trillion of US de bt. We are all responsible for it. It's gonna be tough, tough times ahead. Thank you. By e. (Voicemail received 3/6/25 at 9:28 AM. Transcribed by City Staff). My name is David Knox. I live at the Westin Edina Galleria, 3209 Galleria. As a neighb or I'm happy to see that go up. Fine with it. I have no issue with it except for one thing... During construction, you know, there's going to be all these trucks with their horrible lou d and excruciating backup beeps (which are really stupid when everybody there is on t he construction site, and they know equipment is moving around). So, I think they shoul d get a variance from OSHA to turn those horrible, horrible things off. That will drive pe ople crazy. We're surrounded by residential people. We like to have peace and quiet. S o, there's got to be a way to rid those backup alarms and teach the people on the const ruction site, let them be responsible for paying attention to trucks and stuff moving arou nd rather than us having our lives destroyed for two or three years while it's under cons truction. Please, I'm begging you on that. Thank you. (Voicemail received 3/11/25 at 10 :32 AM. Transcribed by City Staff) Lorenzo AGREES 0 REPLIES 0 DISAGREES 0 Lorenzo Tunesi, South Cornelia. I can't wait to be able to use the new library! GUEST BOOK Public Input- 7001 York Ave. S., Library Visitors 35 Contributors 8 CONTRIBUTIONS 10 06 March 25 Liz Olson AGREES 0 DISAGREES 0 REPLIES 0 14 March 25 Liz Olson AGREES 0 DISAGREES 0 REPLIES 0 29 March 25 ulmen005 Hello, Nicholas (Nick) Ulmen, Cornelia. Read the latest update in “Edition: Edina”. The paragraph about art software, specifically graphic and architectural design, caught my attention. There may be an opportunity to collaborate/partner with Edina Pubic Schools to offer curriculum/training that also leverages those assets to better position city stude nts with those skills. Food for thought! AGREES 0 DISAGREES 0 REPLIES 0 Page 973 of 1184 Better Together Edina The proposed replacement of the Hennepin County Library appears to be a beautiful u pgrade to the existing facility. In particular, the revitalization of natural surroundings is a wonderful replacement of the acres of parking lot pushed forward toward York Avenue. Nothing says "You're not welcome here" more than a barren expanse of asphalt (see L ake and Nicollet). With the previous in mind, I have not seen any discussion of vehicle accommodations in any of the materials currently available. So, what's happening on t hat front? Will there be modest parking available (perhaps 100 to 150 spaces, preferab ly below ground)? Other than that, let's get this project moving. An enlightened populac e is essential to a healthy community. Hello - project looks fabulous! As a public pottery studio user, I'd like to request conside ration for more sinks in wheel rooms, or perhaps a long trough-style sink with a splitter that can allow multiple faucets - a bunch! It looks like each wheel room has only 2 sink s. With so many wheels, a full class of students would need FOREVER to get everythi ng cleaned up. Waiting in line to clean your wheel parts, bowls, tools, etc. is a huge bu mmer when time/access is limited. Studio manager might prefer the cabinet storage &a mp; surface workspace, but I vote for more sinks (or at least extra faucets). This has be en a limitation in every studio I have ever visited. Katie Wingrove, Melody Lake. This project looks super cool! The submittal doesn't hav e a ton of detail regarding the children's space in the library, so I wanted to share some ideas based on recent experience at the lovely Eden Prairie library. As a mom of twin t oddlers (under age 2), we struggled to last more than ten minutes there. We saw sever al toddlers clustered at a relatively tiny activity/block table in the kids' space - it was alr eady full. My kiddos love books, but also love running away into the main library, yankin g any book off any shelf, and trying to push library carts. I would be interested to see a l ibrary space that provides a bit more "enclosure" & activity so that caregivers acc ompanying more than one child, or trying to tend children of different ages, can have a bit more runway (while not worrying too much about noise, and keeping everyone in si ght). Especially for a child under 2, they need to feel like they are going somewhere, w hile ideally going not that far (vertically or horizontally). Maybe libraries aren't meant for this age group, but most public spaces exclude them - so it would be nice to consider t his group carefully (for the sake of their older siblings, too). Thanks, and the project loo ks awesome. Too little too late, but why the city chose to rebuild rather than move the library and arts center to the Southdale Mall, is puzzling. Instead, use the current location to build yet a nother condo tower- that will add money to Edina's tax base. Furthermore, a location at the mall would be a win/win. Shoppers may be more likely to explore the library, and lib rary patrons would be drawn to the stores. And, I can't imagine the cost to move to the Mall would be more than to tear down the existing library and build a new one. Finally, with the increased use of the Internet, e-books and online shopping, libraries and retail malls are facing changes and uncertainty in their future. A move to the mall may increa se traffic to both the stores and the library, and prolong the future viability of the Mall. GUEST BOOK Public Input- 7001 York Ave. S., Library 31 March 25 donald.nygaard AGREES 0 DISAGREES 0 REPLIES 0 01 April 25 KatieW AGREES 0 DISAGREES 0 REPLIES 0 01 April 25 KatieW AGREES 0 DISAGREES 0 REPLIES 0 02 April 25 Randy AGREES 0 DISAGREES 0 REPLIES 0 Page 974 of 1184 Better Together Edina GUEST BOOK Public Input- 7001 York Ave. S., Library 02 April 25 MayerHighrise What a massive waste of taxpayer dollars! The internet is the new library. Everything th at is inside a library can be found on the internet. Students are not going to the library t o research info for a paper, they are looking on the internet. Why spend millions of dolla rs on old technology that is not needed? AGREES 0 DISAGREES 0 REPLIES 0 03 April 25 Caroline Carlin I am delighted as I review these plans. I have no concerns about the height variation a s it is modest and is mitigated by the design of the roofline. Investment in functional libr aries that provide access to both written and digital media, and access to highspeed int ernet for those without home access, are critical in these times. Design features that I fi nd particularly attractive include: placing many of the parking places underground; the beautiful flow of light and multistory structure in the main library spaces; the use of bird- safe glass on the exterior; the prairie and wetland surroundings that bring natural beaut y to a highly-paved area of our city. And of course finding a more functional and visible home for the Art Center is an added benefit to our community. I spent many happy mor nings in the current building when my children were small, but it was a very difficult stru cture to navigate with wee toddlers and bags of books. I'm so glad our young families will have this amazing space in which to foster new readers. AGREES 0 DISAGREES 0 REPLIES 0 Page 975 of 1184 d ITEM REPORT Date: April 16, 2025 Item Activity: Approve Meeting: City Council Agenda Number: 9.2 Prepared By: Cary Teague, Community Development Director Item Type: Report & Recommendation Department: Community Development Item Title: Resolution Nos. 2025-25 & 2025-34 & Ordinance No. 2024-05: Final Site Plan & Site Improvement Performance Agreement (SIPA) for 7200 France Avenue; Revised Landscape Plan and SIPA for 7250 France Avenue Action Requested: Adopt Resolution No. 2025-25 approving a final site plan and site improvement performance agreement for 7200 France Avenue. Adopt Resolution No. 2025-34 approving the revised landscape plan and site improvement performance agreement for 7250/7200 France Avenue Grant second reading of Ordinance No. 2024-05. Information/Background: Final Site Plan approval for 7200 France Avenue (Phase 2 of PUD 16) and second reading of Ordinance No. 2024-05, incorporating the 7200 site plan into the PUD, and reducing first floor height from 16 to 14 feet. This item also includes a revised Landscape Plan for the 7200/7250 France Avenue Redevelopment Project. Trees were removed from the 7200 France site that were supposed to remain from the original approvals for the project. Trees were also removed from the adjacent property. (See attached pictures.) The applicant has submitted a revised landscape plan to include replacement landscaping on the adjacent property. The proposed building plans for 7200 France are consistent with the approved Preliminary Plans. The City Attorney has drafted the Site Improvement Performance Agreements. Staff recommends approval of the Ordinance Amendment, Final Site Plan and SIPA for 7200 France, and the revised landscape plan and SIPA for 7250 France, subject to recommendations from the city forester. Landscaping must be installed, and required landscape bond or letter of credit submitted to staff to ensure survival for two years after planting. Resources/Financial Impacts: Relationship to City Policies: Supporting Documentation: 1. Resolution No. 2025-25 (7200 Final) 2. Resolution No. 2025-34 revised landscape plan 3. Ordinance No 2024-05 4. SIPA For Phase 1 - 7200 & 7250 France 5. SIPA For Phase 2 - 7200 France Page 976 of 1184 6. Final Plans 7. Approved Preliminary Plans 8. 7200-7250 Tree Replacement Plans and Visualizations (April 11, 2025) 9. Previously Approved Tree Removal Plan 10. Site Location & Tree Removal Pictures 11. Phase 1 Approval Resolution 12. Resolution No. 2024-50 (Phase 2 Preliminary Approval) 13. Applicant proposed revised Lanscape Plan - Considered by the City Council on March 18, 2025 14. Concepts showing how project could accommodate the underpass Page 977 of 1184 RESOLUTION NO. 2025-25 APPROVING A FINAL SITE PLAN AND SITE IMPROVEMENT PERFORMANCE AGREEMENT (SIPA) FOR 7200 FRANCE AVENUE BE IT RESOLVED by the City Council of the City of Edina, Minnesota, as follows: Section 1. BACKGROUND. 1.01 Orion Investment is requesting Final Site Plan and Site Improvement Performance Agreement (SIPA) to incorporate the Final Site Plan for Phase 2 into the development at 7200/7250 France Avenue. Phase 2 will include a 150 unit, six-story apartment with underground parking. Preliminary approval included 152 units. The Overall Development Plan for this PUD-16 Zoning District contemplated a six-story 150-unit apartment or hotel with or without 10,000 square feet of retail space. The retail space has been eliminated from the proposal to reduce traffic generated from the site. 1.02 Trees were removed along the west lot line as part of the site grading for Phase 1 of the project that were supposed to remain. Trees were also removed from the adjacent private properties located west of the 7200 France Site. A revised landscape plan is therefore required for the 7250 Site. 1.03 The property is legally described as follows: Lot 44, Block I, Oscar Roberts 1st Addition, Hennepin County. The North 325 Feet of the East 520 Feet of the Southeast 1/4 of the Northeast 1/4 Except Road. 1.04 To accommodate the request, the following is requested: ➢Final Site Plan Review for Phase 2 and Site Improvement Plan Agreement (SIPA). (SITE HISTORY) 1.05 Following a public hearing at the Planning Commission and a public hearing at the City Council, an Overall Development Plan and Ordinance Amendment establishing a PUD- 16 District of the property was approved by the City Council on April 2nd, 2019. 1.06 No development occurred under the approved PUD-16 Overall Development Plan. 1.07 In April of 2022 the Planning Commission and City Council considered a sketch plan proposal for a new development of the property. 1.08 On September 14, 2022, the Planning Commission held a public hearing and recommended approval of a Zoning Ordinance Amendment to PUD-16 to include a revised Overall Development Plan and Site Plan review with the added condition that the bike and pedestrian connections be separated from the north/south street/connector. Page 978 of 1184 RESOLUTION NO. 2025-25 Page 2 1.09 On September 20th, 2022, the City Council held a public hearing to consider the Zoning Ordinance Amendment to PUD-16 to include a revised Overall Development Plan and Preliminary Site Plan review for Phase 1. 1.10 On October 18, 2022, the City Council granted preliminary approval of the requests. 1.11 On February 7, 2023, the City Council granted final approval of the Zoning Ordinance Amendment, Revised Overall Development Plan, Final Site Plan for Phase 1 and SIPA for Phase 1. Phase 1 included site work for Phase 2 including grading, installation of the north- south connector road, retention pond, sidewalks and landscaping. 1.12 In March and April of 2023 the Planning Commission and City Council considered a sketch plan proposal to consider a hotel at 7200 France, Phase 2 of PUD-16. 1.13 On July 24, 2024, the Planning Commission held a public hearing and recommended unanimous approval of Preliminary Site Plan for Phase 2 and an Ordinance amendment to PUD-16 to incorporate the Phase 2 Site Plan and reduce the first-floor ceiling height from 16 feet to 14 feet. 1.14 On August 7, 2024, the City Council held a public hearing. 1.15 On November 6, 2025, the City Council approved Preliminary Site Plan for Phase 2 and an Ordinance amendment to PUD-16 to incorporate the Phase 2 Site Plan and reduce the first- floor ceiling height from 16 feet to 14 feet. Section 2. FINDINGS Approval is based on the following findings: 1. The proposed plans are consistent with the approved Preliminary Development Plan. 2. The SIPA has been drafted by the City Attorney and agreed to by the property owner. 3. The proposed land uses and density are consistent with the Comprehensive Plan. 4. The Site Plan is consistent with the approved Overall Development Plan for PUD-16. 5. The PUD Zoning ensures that the development proposed would be the only building that would be allowed on the site unless an amendment to the PUD is approved by City Council. 6. The overall development plan addresses the Greater Southdale District Design Experience Guidelines as follows: The division of the property into smaller blocks and the provision of pedestrian, bicycle and vehicle access and connections through the site both east-west and north-south; increasing the public realm on the site; eliminating most of the surface parking stalls, with none being visible from France Avenue in the Phase 2 build out. Page 979 of 1184 RESOLUTION NO. 2025-25 Page 3 7. The proposed project would meet the following goals and policies of the Comprehensive Plan: ➢Primary uses are offices, attached or multifamily housing. Secondary uses: Limited retail and service uses (not including “big box" retail). ➢Encourage structured parking and open space linkages where feasible; emphasize the enhancement of the pedestrian environment. ➢Locate and orient vehicle parking, vehicular access, service areas and utilities to minimize their visual impact on the property and on adjacent/surrounding properties, without compromising the safety and attractiveness of adjacent streets, parks, and open spaces. ➢Provide sidewalks along primary streets and connections to adjacent neighborhoods along secondary streets or walkways. ➢Limit driveway access from primary streets while encouraging access from secondary streets. ➢Provision of the north-south public vehicle, bike and pedestrian connection through the site. ➢Encourage the development of parking lots or structures so they can be shared by more than one building on the site or by buildings on neighboring sites, and which can transition over time to other uses if parking needs change. ➢Increase mixed-use development where supported by adequate infrastructure to minimize traffic congestion, support transit, and diversify the tax base. ➢Support the development of mixed-use districts that provide a variety of living opportunities within a walkable and livable area. ➢Recognize and support commercial, office, and industrial job centers that draw workers from the city and across the region. ➢Ensure that the city’s roads continue to evolve to act as connectors, rather than as barriers. Incorporate amenities and infrastructure into public corridors to make them beautiful, efficient, and multimodal public spaces that contribute to community identity and pride. ➢50%/50% estimated residential/commercial mixed-use. 8. The existing roadways and proposed parking would support the project. Stantec conducted a traffic and parking impact study and concluded that the proposed development could be supported by the existing roads and proposed parking. Section 3. APPROVAL NOW THEREFORE, it is hereby resolved by the City Council of the City of Edina, grants Final Site Plan approval for Phase 2 of the PUD-16 Zoning District and a Site Improvement Plan Agreement. Approval is subject to the following conditions: Page 980 of 1184 RESOLUTION NO. 2025-25 Page 4 1. A performance bond, letter-of-credit, or cash deposit must be submitted for one and one- half times the cost amount for completing the required landscaping, screening, or erosion control measures at the time of any building permit. 2. Provision of code compliant bike racks for each use near the building entrances. 3. The Final Lighting Plan must meet the minimum requirements per Section 36-1260 of the City Code. 4. Roof-top mechanical equipment shall be screened per Section 36-1459 of the City Code. 5. Submit a copy of the Nine Mile Creek Watershed District permit. The City may require revisions to the approved plans to meet the district’s requirements. 6. A Developer’s Agreement/Site Improvement Plan Agreement is required at the time of Final Approval. 7. The Phase 2 project must provide the required affordable housing units within the building to be compliant with the City’s affordable housing policy. 8. Compliance with the conditions outlined in the director of engineering’s memo dated July 18, 2024. 9. Compliance with the Stantec Consulting Traffic & Parking Study recommendations. 10. Dedication of public access easements of the east-west and north-south sidewalks and drive- aisles through the site and sidewalks around the perimeter of the site. 11. Submittal of a construction management plan subject to review and approval of city staff prior to issuance of a building permit. The plan must demonstrate minimal impact to pedestrian and vehicle movement. 12. Hours of construction must be consistent with City Code. 13. The property owner shall be responsible for the maintenance of internal sidewalks and drive aisles. The City would snow plow a 5-foot path of the sidewalk on France. The property owners would be responsible for the remaining areas. 14. Public art must be provided along street frontages and the courtyard. 17. At final approval, provide renderings that show how the project would accommodate the underpass to connect to 7235 France Avenue. Dated: Adopted this 16th day of April 2025. Page 981 of 1184 RESOLUTION NO. 2025-25 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 April 16, 2025, and as recorded in the Minutes of said Regular Meeting. WITNESS my hand and seal of said City this ____ day of __________________, 2025. _________________________________ Sharon Allison, City Clerk Page 982 of 1184 RESOLUTION NO. 2025-34 APPROVING A REVISED LANDSCAPE PLAN FOR PHASE 1 OF PUD-16 AND SITE IMPROVEMENT PLAN AGREEMENT (SIPA) – 7200/7250 FRANCE AVENUE BE IT RESOLVED by the City Council of the City of Edina, Minnesota, as follows: Section 1. BACKGROUND. 1.01 As part of the site grading for Phase 1 of the development of PUD-16 (Ordinance 2024-05), trees were removed along the west lot line that were supposed to remain at 7200 France. Trees were also removed from the adjacent private properties located west of the 7200 France Site. Therefore, a revised landscape plan is required for the area where the trees were removed. 1.02 A Site Improvement Plan Agreement (SIPA) is also required to ensure the landscaping is replaced and the City of Edina has securities in place to ensure the healthy growth of the trees and landscaping. 1.03 The property is legally described as follows: Lot 44, Block I, Oscar Roberts 1st Addition, Hennepin County. The North 325 Feet of the East 520 Feet of the Southeast 1/4 of the Northeast 1/4 Except Road. (7200 & 7250 France. Section 2. FINDINGS 2.01 Approval is based on the following findings: 1. The trees and brush that were removed were primarily deciduous trees. 2. The proposed revised landscaping includes evergreen trees for year-round screening in the future. 3. Replacement trees would be planted on a higher elevation in the area to provide better screening from the residential homes to the west, as they sit at a higher elevation than where the trees were removed. Page 983 of 1184 RESOLUTION NO. 2025-34 Page 2 Section 3. APPROVAL NOW THEREFORE, it is hereby resolved by the City Council of the City of Edina, grants approval of the revised landscape plan for Phase 1 of PUD-16 and the SIPA. Approval is subject to the following conditions: 1. The Final Landscape Plan must meet all minimum landscaping requirements per Chapter 36 of the Zoning Ordinance. A performance bond, letter-of-credit, or cash deposit must be submitted for one and one-half times the cost amount for completing the required landscaping, screening, or erosion control measures. 2. All plantings for Phase 1, including the revised landscaping must be in place prior to issuance of a certificate of occupancy for the building at 7250 France. Page 984 of 1184 RESOLUTION NO. 2025-34 Page 3 Adopted by the City Council of the City of Edina, Minnesota, on April 16, 2025. 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 April 16, 2025, and as recorded in the Minutes of said Regular Meeting. WITNESS my hand and seal of said City this ____ day of __________________, 2025. _________________________________ Sharon Allison, City Clerk Page 985 of 1184 Existing text – XXXX Stricken text – XXXX Added text – XXXX ORDINANCE NO. 2024-05 AN ORDINANCE AMENDING THE ZONING ORDINANCE TO REVISE THE PUD-16, PLANNED UNIT DEVELOPMENT-16 ZONING DISTRICT The City Of Edina Ordains: Section 1. Chapter 36, Article VIII, Division 4 is hereby amended to add the following: Sec. 36-507 Planned Unit Development District-16 (PUD-16) (a)Legal description: Lot 44, Block 1, Oscar Roberts 1st Addition, Hennepin County. The North 325 Feet of the East 520 Feet of the Southeast 1/4 of the Northeast 1/4 Except Road. (7200 & 7250 France Avenue) (b) Approved Plans. Incorporated herein by reference are the re-development plans, including the master development plan for the site received by the City on January 10, 2023, except as amended by City Council Resolution No. 2023-11, City Council Resolution No. 2025-25 and City Council Resolution No. 2025-34, on file in the Office of the Planning Department. (c) Principal Uses: All uses allowed in the PCD-2 Zoning District Multi-family Apartments/Townhomes/Condos. Hotel (d) Accessory Uses: All accessory uses allowed in the PCD-2 Zoning District. (e) Conditional Uses: All conditional uses allowed in the PCD-2 Zoning District. (f) Development Standards. In addition to the development standards per the PCD-2 Zoning District, the following shall apply: Required Building Setbacks Front – France Front – Gallagher Front – 72nd Street (apartments) Side – West (north half) 50 feet 25 feet 30 feet 90 feet Page 986 of 1184 Existing text – XXXX Stricken text – XXXX Added text – XXXX 2 Side – West (south half)45 feet Building Height Phase 1 – 76 feet with a ceiling height of 20 feet on the main level Phase 2 – 72 feet with a ceiling height of 16 feet 14 feet on the main level (Building to be constructed per the approved plans) Maximum Floor Area Ratio (FAR)1.8% Parking Stalls Phase 1 – 317 total stalls Phase 2 – 483 total stalls Parking Stall Size 8.5 x 18’ Drive Aisle Width 24 feet (g) Signs shall be regulated per the PCD Zoning District based on the use. (h) For any housing development, affordable housing units must be included in the project per the City’s affordable housing policy at the time of final approval. Page 987 of 1184 Existing text – XXXX Stricken text – XXXX Added text – XXXX 3 Section 2.This ordinance is effective upon second reading of the Ordinance. First Reading: Second Reading: Published: Attest: Sharon Allison, City Clerk James B. Hovland, Mayor Please publish in the Edina Sun Current on: Send two affidavits of publication. Bill to Edina City Clerk Page 988 of 1184 235541v2 (reserved for recording information) FIRST AMENDMENT TO SITE IMPROVEMENT PERFORMANCE AGREEMENT CITY OF EDINA- 7200 and 7250 FRANCE AVENUE REDEVELOPMENT – PHASE ONE THIS FIRST AMENDMENT TO SITE IMPROVEMENT PERFORMANCE AGREEMENT (“Amendment”) is made this 16th day of April, 2025, by and between the CITY OF EDINA, a Minnesota municipal corporation (“City”) and 7250 FRANCE GROUP, LLC, a Minnesota limited liability company (hereinafter referred to as the "Developer"). RECITALS A. The City and Developer previously entered into a Site Improvement Performance Agreement dated February 7, 2023 and recorded in the Office of the County Recorder, Hennepin County, Minnesota on January 2, 2025 as Document No. 6113422 (“Site Improvement Performance Agreement”). Page 989 of 1184 2 235541v2 4934-9849-4261, v. 2 B. Trees were removed along the west lot line as part of the site grading for Phase 1 of the project that were supposed to remain. A revised landscape plan is therefore required for the 7250 Site. C. City and Developer desire to modify the terms of the Site Improvement Performance Agreement to require additional public improvements in the form of replacement trees and landscaping added to the terms of the Site Improvement Performance Agreement. NOW, THEREFORE, THE PARTIES AGREE AS FOLLOWS: 1. EFFECT OF SITE IMPROVEMENT PERFORMANCE AGREEMENT. The Site Improvement Performance Agreement shall remain in full force and effect except as specifically amended herein. 2. AMENDMENT TO PARAGRAPH 3, PLANS. Paragraph 3 of the Site Improvement Performance Agreement is amended to include one additional Plan: The Updated Final Landscaping Plan dated April 10, 2025 prepared by Confluence. 3. AMENDMENT TO PARAGRAPH 14, SECURITY REQUIREMENTS. Paragraph 14 of the Site Improvement Performance Agreement is amended to include an additional requirement that Developer post an additional letter of credit from the form attached to the Site Improvement Performance Agreement as Exhibit A (or some combination of cash and a letter of credit) from a bank approved by the City in the amount of $726,217 to secure performance of the Updated Final Landscaping Plan dated April 10, 2025 prepared by Confluence. IN WITNESS WHEREOF, the parties have caused this Amendment to be executed on or as of the date first above written. [Remainder of page is intentionally left blank. Signature pages follow. Page 990 of 1184 235541v2 CITY OF EDINA BY: ___________________________________________ James Hovland, Mayor AND __________________________________________ Scott Neal, City Manager STATE OF MINNESOTA ) )ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this ________ day of ______________, 2025, by James Hovland and Scott Neal, respectively the Mayor and City Manager of the City of Edina, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. ______________________________________________ NOTARY PUBLIC Page 991 of 1184 4 235541v2 4934-9849-4261, v. 2 DEVELOPER: 7250 FRANCE GROUP, LLC a Minnesota limited liability company BY: ___________________________________________ Ted Carlson, Its President STATE OF MINNESTOTA ) )ss. COUNTY OF ____________ ) The foregoing instrument was acknowledged before me this ________ day of ______________, 2025, by Ted Carlson, the President of 7250 France Group, LLC, a Minnesota limited liability company, on behalf of said entity. ______________________________________________ NOTARY PUBLIC DRAFTED BY: CAMPBELL, KNUTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, MN 55121 Telephone: 651-452-5000 DSK Page 992 of 1184 5 235541v2 4934-9849-4261, v. 2 MORTGAGE LENDER CONSENT BREMER BANK, NATIONAL ASSOCIATION, a national banking association, as administrative agent, which holds the following encumbrances on the Subject Property, the development of which is governed by the foregoing First Amendment to Site Improvement Performance Agreement: (1) Construction Mortgage, Security Agreement, Fixture Financing Statement and Assignment of Leases and Rents executed by 7250 France Group, LLC, a Minnesota limited liability company, as mortgagor, in favor of Bremer Bank, National Association, a national banking association, in its capacity as administrative agent, as mortgagee, in the original principal amount of $63,000,000.00, dated December 31, 2024, filed January 2, 2025, as Document No. 6113425. agrees that the Site Improvement Performance Agreement, as amended hereby, shall remain in full force and effect even if it forecloses on its above-listed encumbrance. Dated this _____ day of ____________, 2025. BREMER BANK, NATIONAL ASSOCIATION, a national banking association, as administrative agent By: Name: Title: STATE OF MINNESOTA ) ) COUNTY OF ) The foregoing instrument was acknowledged before me this day of _______________, 2025, by _________________________, the ____________________________ of Bremer Bank, National Association, a national banking association, as administrative agent. Notary Public DRAFTED BY: CAMPBELL, KNUTSON, P.A. Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 DSK Page 993 of 1184 6 235541v2 4934-9849-4261, v. 2 FEE OWNER CONSENT TO FIRST AMENDMENT TO SITE IMPROVEMENT PERFORMANCE AGREEMENT (7200 and 7250 France Avenue South) FRANCE PROPERTY PARTNERS, LLC, a Minnesota limited liability company, fee owner of that part of the subject property located at 7200 France Avenue South, Edina, Minnesota, the development of which is governed by the above-referenced Site Improvement Performance Agreement, as amended hereby, affirms and consents to the provisions thereof and agrees to be bound by the provisions as the same may apply to that portion of the subject property owned by it. Dated this _______ day of ____________, 2025. FRANCE PROPERTY PARTNERS, LLC By _________________________________ Ted Carlson, Its President STATE OF MINNESOTA ) ( ss. COUNTY OF ____________ ) The foregoing instrument was acknowledged before me this ____ day of ____________, 2025, by Ted Carlson, the President of France Property Partners, LLC, a Minnesota limited liability company, on behalf of the entity. _________________________________ Notary Public DRAFTED BY: CAMPBELL KNUTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 Page 994 of 1184 1 233952v2 (reserved for recording information) SITE IMPROVEMENT PERFORMANCE AGREEMENT CITY OF EDINA 7200 FRANCE AVENUE REDEVELOPMENT – PHASE TWO THIS SITE IMPROVEMENT PERFORMANCE AGREEMENT (“Agreement”) dated April 16, 2025, by and between the CITY OF EDINA, a Minnesota municipal corporation (“City”) and FRANCE PROPERTY PARTNERS, LLC a Minnesota limited liability company (“Developer” and “Owner”). 1. BACKGROUND. A. The Developer has applied to redevelop the following legally described property in the City of Edina, Hennepin County, Minnesota: The East 1,045 feet of the South 1/2 of the Northeast Quarter of Section 31, Township 28, Range 24 according to the Government Survey thereof, except that part embraced within the plat of Oscar Roberts First Addition. (“Subject Property”). Page 995 of 1184 2 233952v2 B. 7250 France Group, LLC, a Minnesota limited liability company (“Phase 1 Developer”), previously applied to redevelop the following legally described property in the City of Edina, Hennepin County, Minnesota located adjacent to the Subject Property: Lot 44, Block 1, Oscar Roberts First Addition, according to the recorded plat thereof. (the “Adjacent Property” and, together with the Subject Property, the “Development Property”). C. The Developer and Phase 1 Developer wish to develop the Development Property in two phases. The first phase, to be completed by the Phase 1 Developer, includes the demolition and removal of the existing office buildings and parking ramp located on the Development Property, the construction of a five-story office building with a coffee shop and underground parking on the Adjacent Property, and the construction of certain public improvements on both the Subject Property and the Adjacent Property (collectively, the “Phase 1 Project”). Completion of the Phase 1 Project is subject to the terms and conditions of that certain Site Improvement Performance Agreement dated as of February 7, 2023 between the City and the Phase 1 Developer (the “Phase 1 SIPA”). The second phase, to be completed by the Developer, includes the construction of a 150-unit multifamily rental housing project (the “Phase 2 Project”) D. On April 2, 2019 an overall development and Rezoning/Ordinance Amendment establishing the Planned Unit Development - 16 District (“PUD-16”) was approved by the Edina City Council. On September 14, 2022 the Planning Commission held a public hearing and recommended an additional condition to the approval which was that the bike and pedestrian connections be separated from the north/south street/connector. On September 20, 2022, the City Council held a public hearing to consider the request and on October 18, 2022, the City Council approved the Planning Commission's request regarding the bike and pedestrian connections. On, Page 996 of 1184 3 233952v2 February 7, 2023, the City Council granted final approval of the Zoning Ordinance Amendment, Revised Overall Development Plan, Final Site Plan for the Phase 1 Project and the Phase 1 SIPA. In March and April of 2023, the Planning Commission and City Council considered a sketch plan proposal to consider a hotel at 7200 France, Phase 2 of PUD-16. On July 24, 2024, the Planning Commission held a public hearing and recommended unanimous approval of Preliminary Site Plan for the Phase 2 Project and an Ordinance amendment to PUD-16 to incorporate the Phase 2 Site Plan and reduce the first-floor ceiling height from 16 feet to 14 feet. 2. RIGHT TO PROCEED. On the Subject Property, the Developer may not grade or otherwise disturb the earth, remove trees, construct private improvements, or any buildings in connection with the construction of the Phase 2 Project until all the following conditions have been satisfied: 1) this Agreement has been fully executed by both parties and filed with both the City Clerk and the Hennepin County Registrar of Title’s Office; 2) the required security has been received by the City; and 3) the required insurance certificate has been received by the City. 3. PLANS. The Phase 2 Project shall be developed in accordance with the following Development Plans (“Plans”) which are on file with the City. The Plans shall not be attached to this Agreement. If the Plans vary materially from the written terms of this Agreement, the written terms shall control. The Plans are: •Development Plans dated February 7, 2025 prepared by ESG. •Existing Conditions dated February 7, 2025 prepared by Civil Site Group. •Phase 2 Site Plan dated February 7, 2025 prepared by Civil Site Group and ESG. •Phase 2 Grading Plans dated February 7, 2025 prepared by Civil Site Group. •Final Development Plans dated February 7, 2025 prepared by Civil Site Group •Utility Plan February 7, 2025 prepared by Civil Site Group. •Landscaping Plan dated April 10, 2025 prepared by Confluence. •Traffic Impact Study prepared by Stantec. •Final Parking Plans dated June 21, 2024 prepared by ESG. Page 997 of 1184 4 233952v2 Prior to the Developer’s initiating construction of the Phase 2 Project, Developer will submit final construction drawings for the City’s review and approval. Following the City’s approval of those final construction drawings, the term “Plans” as used in this Agreement will include the approved final construction drawings. In the event of a conflict between the approved final construction drawings and the above referenced Plans, the approved final construction drawings will control. The Developer may request changes to the Plans. Plan changes deemed non-material or minor, pursuant to City ordinances, can be reviewed and approved by City staff. All other material Plan changes shall require approval by the City Council. 4. EROSION CONTROL. Prior to initiating construction of the Phase 2 Project, the Erosion Control Plan shall be implemented by the Developer and inspected and approved by the City. The City may impose additional erosion control obligations if they would be reasonable and beneficial. All areas disturbed by the grading operations shall be stabilized per the Minnesota Pollution Control Agency (“MPCA”) Stormwater Permit for Construction Activity. Seed shall be in accordance with the City's current seeding specification, which may include temporary seed to provide ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the MPCA Stormwater Permit for Construction Activity or with the Erosion Control Plan or any schedule of supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. If the Developer does not reimburse the City for any cost the City incurred for such work within Page 998 of 1184 5 233952v2 thirty (30) days of receipt of notice thereof, the City may draw on the letter of credit to pay any costs. No development or utility construction will be allowed on the Subject Property and no building permits will be issued for the Subject Property unless the Subject Property is in full compliance with the approved Erosion Control Plan. 5. LICENSE. Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the Subject Property to perform (a) all work permitted to be performed by the City under this Agreement, and (b) all inspections deemed appropriate by the City in conjunction with site development. 6. CONSTRUCTION ACCESS. Construction traffic access and egress must be in accordance with the Construction Management Plan, which will be provided by the Developer and approved by the City prior to the commencement of construction. 7. IMPROVEMENTS. The Developer shall construct the following improvements: A.Public Improvements: None. B.Private Improvements: The Phase 2 Project to include but not limited to: 150 unit, six story apartment with underground parking. The Public Improvements and the Private Improvements shall be installed in accordance with City ordinances and the Plans approved by the City. Grading, construction activity, and the use of power equipment are prohibited between the hours of 9 o'clock p.m. and 7 o'clock a.m. The Plans for Private and Public Improvements shall be prepared by a competent registered professional engineer and submitted to the City for approval by the City Engineer. The Developer shall instruct its engineer to provide adequate field inspection personnel to assure an acceptable level of quality control to the extent that the Developer's engineer will be able to certify that the construction work complies with City standard specifications and ordinances and the Plans as a condition of City Page 999 of 1184 6 233952v2 acceptance. In addition, the City may, at the City's discretion and at the Developer's expense, have one or more City inspectors and a soil engineer inspect the work on a part-time basis. The Developer, its contractors and subcontractors, shall follow all reasonable instructions received from the City's inspectors. The Developer's engineer shall provide for on-site project management. The Developer's engineer is responsible for design changes and contract administration between the Developer and the Developer's contractor. The Developer or its engineer shall schedule a pre- construction meeting at a mutually agreeable time at the City with all parties concerned, including the City staff, to review the program for the construction work. Within thirty (30) days after the completion of the Private and Public Improvements and before the security is released, the Developer shall supply the City with a complete set of reproducible "as constructed" plans and an electronic file of the "as constructed" plans that satisfy the City's record drawings requirements (the "Record Drawings"). The Record Drawings shall be submitted prior to the Developer receiving an occupancy permit for any building on the Subject Property. 8. CONSTRUCTION ACTIVITY/HOURS. Grading, construction activity, and the use of power equipment are prohibited between the hours of 9 o’clock p.m. and 7 o’clock a.m. and must be consistent with City Code. The City may, at the City’s discretion and at the Developer’s expense, not to exceed $2,500, have one or more City inspectors and a soil engineer inspect the work on a part-time basis. The Developer, its contractors and subcontractors, shall follow all instructions received from the City’s inspectors. The Developer’s engineer shall provide for on- site project management. The Developer’s engineer is responsible for design changes and contract administration between the Developer and the Developer’s contractor. The Developer or its engineer shall schedule a pre-construction meeting at a mutually agreeable time at the City with all parties concerned, including the City staff, to review the program for the construction work. Page 1000 of 1184 7 233952v2 9. DEWATERING. Due to the variable nature of groundwater levels and stormwater flows, it is the Developer’s responsibility to satisfy itself with regard to the elevation of groundwater and to perform any necessary dewatering and storm flow routing. All dewatering shall be in accordance with applicable laws and regulations. 10. TIME OF PERFORMANCE. The Developer shall install the Public Improvements within thirty (30) months after issuance of the necessary permits for the Public Improvements. 11. CLEAN UP. The Developer shall clean dirt and debris from streets that has resulted from the construction work by the Developer, subcontractors, their agents or assigns. Prior to any construction on the Subject Property, the Developer shall identify in writing a responsible party and schedule for erosion control, street cleaning, and street sweeping. 12. OWNERSHIP OF IMPROVEMENTS. Upon completion of the work and construction required by this Agreement and final acceptance by the City Engineer, the Public Improvements shall become City property without further notice or action, and will thereafter be maintained by the City as public property. Prior to acceptance of the Public Improvements by the City, the Developer must furnish the following affidavits: •Contractor’s Certificate •Engineer’s Certificate •Developer’s Certificate certifying that all construction has been completed in accordance with the terms of this Agreement. Upon receipt of affidavits and verification by the City Engineer, the City Engineer will accept the completed Public Improvements. Within thirty (30) days after the acceptance of the Public Improvements and before the security is released, the Developer shall supply the City with a Page 1001 of 1184 8 233952v2 complete set of reproducible record drawings. The City’s standard specifications for utility construction identify the procedures for final acceptance of utilities. 13. CITY ENGINEERING ADMINISTRATION AND CONSTRUCTION OBSERVATION. The Developer shall pay for the City’s in-house engineering administration. City engineering administration will include monitoring of construction observation, consultation with Developer and its engineer on status or problems regarding the Project, coordination for final inspection and acceptance, Project monitoring during the warranty period, and processing of requests for reduction in security. 14. SECURITY REQUIREMENTS. To guarantee compliance with the terms of this Agreement, the Developer shall, before the Developer may proceed with the construction of the Public and Private Improvements, furnish the City with a letter of credit in the form attached hereto as Exhibit "A" (or some combination of cash and a letter of credit), from a bank approved by the City plus a cash fee of $5,000 for City engineering, expenses and administration (the "Security"). In this case all public improvements have been constructed or will be constructed with Phase 1, therefore no additional letter of credit is required for Phase 2, and only the cash fee is required. 15. WARRANTY. The Developer warrants all Public and Private Improvements required to be constructed by it pursuant to this Agreement against poor material and faulty workmanship. The warranty period for all Public Improvements is one (1) year and shall commence following completion and acceptance by City Engineer. The Developer shall post or cause its contractor to post maintenance bonds in the amount of twenty-five percent (25%) of final certified construction costs of the Public Improvements to secure the warranties. The City shall retain ten percent (10%) of the security posted by the Developer until the maintenance bonds are Page 1002 of 1184 9 233952v2 furnished to the City or until the warranty period expires, whichever first occurs. The retainage may be used to pay for warranty work. 16. SPECIAL PROVISIONS. A. The Developer shall comply with conditions outlined in City Council Resolution No. 2024-50 & Resolution No. 2025-25 B. Final development plans must be consistent with the submitted development plans dated February 7, 2025. C. The Final Landscape Plan must meet all minimum landscaping requirements per Chapter 36 of the Zoning Ordinance. A performance bond, letter-of-credit, or cash deposit must be submitted for one and one-half times the cost amount for completing the required landscaping, screening, or erosion control measures at the time of any building permit. D. Provision of code compliant bike racks for each use near the building entrances. E. The Final Lighting Plan must meet all minimum requirements per Section 36-1260 of the City Code. F. Roof-top mechanical equipment shall be screened per Section 36-1459 of the City Code G. Submit a copy of the Nine Mile Creek Watershed District permit. The City may require revisions to the approved plans to meet the district’s requirements. H. The Phase 2 Project must provide the required affordable housing units within the building to be compliant with the City’s affordable housing policy. I. Compliance with the conditions outlined in the director of engineering’s memo dated July 18, 2024. Page 1003 of 1184 10 233952v2 J. Compliance with the Stantec Consulting Traffic & Parking Study recommendations. K. Dedication of public access easements of the east-west and north-south sidewalks and drive- aisles through the site and sidewalks around the perimeter of the site. L. Submittal of a construction management plan subject to review and approval of city staff prior to issuance of a building permit. The plan must demonstrate minimal impact to pedestrian and vehicle movement. M. Hours of construction must be consistent with City Code. N. The Developer shall be responsible for the maintenance of internal sidewalks and drive aisles. The City would snow plow a 5-foot path of the sidewalk on France. The Developer would be responsible for the remaining areas. P. Unless included within the Phase 1 Project scope, public art must be provided along street frontages and the courtyard. 17. RESPONSIBILITY FOR COSTS. A. The Developer shall pay all reasonable costs incurred by it or the City in conjunction with the installation of the Public Improvements, including but not limited to the development of the site, legal, planning, engineering and inspection expenses incurred in connection with approval and development of the Subject Property, the preparation of this Agreement, review of any other plans and documents. B. The Developer shall hold the City and its officers, employees, and agents harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from Developer’s development of the site and installation of Public Improvements, except for costs incurred as a result negligence or intentional misconduct of the City or its officers, Page 1004 of 1184 11 233952v2 employees, or agents. The Developer shall indemnify the City and its officers, employees, and agents for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including reasonable attorneys' fees, except for costs, damagers or expenses incurred as a result of negligence or intentional misconduct of the City or its officers, employees, or agents, occurring during Developer’s ownership of the Subject Property. C. The Developer shall pay in full all bills submitted to it by the City for undisputed obligations incurred under this Agreement within thirty (30) days after receipt. If the undisputed bills are not paid on time, the City may halt site development and construction until the bills are paid in full. Bills not paid within thirty (30) days shall accrue interest at the rate of eight percent (8%) per year. 18. MISCELLANEOUS. A. Third parties shall have no recourse against the City or the Developer under this Agreement. B. Breach of the terms of this Agreement by the Developer without cure in the time period provided shall be grounds for denial of building permits. C. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Agreement is for any reason held invalid, such decision shall not affect the validity of the remaining portions of this Agreement. D. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Agreement. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Agreement shall not be a waiver or release. Page 1005 of 1184 12 233952v2 E. This Agreement shall run with the land and will be recorded against the title to the Subject Property. The Developer covenants with the City, its successors and assigns, that the Developer has fee title to the Subject Property or has obtained consents to this Agreement, in the form attached hereto, from all parties who have an interest in the Subject Property; that there are no unrecorded interests in the Subject property; and that the Developer will indemnify and hold the City harmless for any breach of the foregoing covenants. F. The Developer and its contractors shall acquire commercial general liability insurance covering personal injury, including death, and claims for property damage which may arise out of the Developer's work or the work of their subcontractors or by one directly or indirectly employed by any of them. Limits for such insurance shall be in a combination single limit policy of $1,000,000 or more. The City shall be named as an additional insured on the policy on a primary and noncontributory basis, and the Developer and contractors shall file with the City a certificate evidencing coverage. The Developer and contractors must provide a Certificate of Insurance which meets the following requirements: 1. The Description section of the Accord form needs to read “City of Edina is named as Additional Insured with respect to the General Liability and Auto Liability policies on a Primary and Non-Contributory Basis.” 2. Certificate Holder must be City of Edina. 3. Provide a copy of the policy endorsement showing City of Edina named as Additional Insured on a Primary and Non-Contributory Basis. These insurance coverages and the requirements hereunder shall be required until the Certificate of Completion is issued. G. The Developer and its general contractor shall obtain Workmen’s Compensation Insurance in accordance with the laws of the State of Minnesota, including Page 1006 of 1184 13 233952v2 Employer’s Liability Insurance, to the limit of $100,000 each accident. These insurance coverages and the requirements hereunder shall be required until the Certificate of Completion is issued. H. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. I. The Developer represents to the City that any Public Improvements will comply with all city, county, metropolitan, state, and federal laws and regulations, including but not limited to: subdivision ordinances, zoning ordinances, and environmental regulations. If the City determines that any Public Improvements do not comply, the City may, at its option, refuse to allow construction or development work on the Subject Property until the Developer does comply. Upon the City’s demand, the Developer shall cease work until there is compliance. J. The Developer may not assign this Agreement without the written permission of the City Council prior to issuance of the Certificate of Completion. The Developer's obligation hereunder shall continue in full force and effect even if the Developer sells one or more lots, the entire Subject Property, or any part of it. K. An uncured breach of the terms of this Agreement by the Developer and the failure to cure such breach within the period provided in this Agreement, including nonpayment of billings from the City, shall be grounds for denial of building permits and certificates of occupancy, and the halting of all work on the Subject Property. Page 1007 of 1184 14 233952v2 L. From time to time, when requested by Developer, the City shall execute and deliver a recordable certificate confirming the satisfaction or completion of certain requirements contained in this Agreement. 19. DEVELOPER’S DEFAULT. In the event of default by the Developer, beyond the applicable notice and cure periods provided in this Agreement, as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any out-of-pocket expense incurred by the City, provided the Developer, except in an emergency as determined by the City, is first given notice of the work in default, not less than thirty (30) days in advance, This Agreement is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 20. NOTICES. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer or mailed to the Developer by certified mail at the following address: France Property Partners, LLC Attn: Ted Carlson c/o Orion Investments 6550 York Avenue, Suite 207 Edina, MN 55435 Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by certified mail in care of the City Manager at the following address: City of Edina Attn: City Manager Edina City Hall Page 1008 of 1184 15 233952v2 4801 West 50th Street Edina, MN 55424-1330 21. CERTIFICATE OF COMPLETION. After the Developer has received the final certificate of occupancy for the Phase 2 Project and completed the work required under this Agreement, the City Manager will issue a certificate of completion after written request from the Developer. The certificate of completion shall be consistent in form with the certificate of completion issued by the City and shall be in recordable form and may be recorded against the Subject Property. [Remainder of page intentionally left blank. Signature pages follow.] Page 1009 of 1184 16 233952v2 CITY: CITY OF EDINA By: ____________________________________ James Hovland, Mayor And ____________________________________ Scott Neal, City Manager STATE OF MINNESOTA ) (ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this ________ day of ______________, 202__, by James Hovland and by Scott Neal, respectively the Mayor and City Manager of the City of Edina, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. __________________________________________ Notary Public Page 1010 of 1184 17 233952v2 DEVELOPER: FRANCE PROPERTY PARTNERS, LLC By: ______________________________________ Ted Carlson Its President STATE OF MINNESOTA ) (ss. COUNTY OF ____________) The foregoing instrument was acknowledged before me this ______ day of _______________, 202__, by Ted Carlson, the President of France Property Partners, LLC, a Minnesota limited liability company, on behalf of the company. ___________________________________ Notary Public DRAFTED BY: CAMPBELL KNUTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 DSK/mew Page 1011 of 1184 18 233952v2 EXHIBIT A IRREVOCABLE LETTER OF CREDIT No. ___________________ Date: _________________ TO: City of Edina 4801 West 50th Street Edina, Minnesota 55424-1330 Dear Sir or Madam: We hereby issue, for the account of (Name of Developer) and in your favor, our Irrevocable Letter of Credit in the amount of $____________, available to you by your draft drawn on sight on the undersigned bank. The draft must: a) Bear the clause, "Drawn under Letter of Credit No. __________, dated ________________, 2_____, of (Name of Bank) "; b) Be signed by the City Manager or Finance Director of the City of Edina. c) Be presented for payment at (Address of Bank) , on or before 4:00 p.m. on November 30, 2_____. This Letter of Credit shall automatically renew for successive one-year terms unless, at least forty-five (45) days prior to the next annual renewal date (which shall be November 30 of each year), the Bank delivers written notice to the Edina Finance Director that it intends to modify the terms of, or cancel, this Letter of Credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty- five (45) days prior to the next annual renewal date addressed as follows: Edina City Manager, Edina City Hall, 4801 West 50th Street Edina, MN 55424-1330, and is actually received by the City Manager at least thirty (30) days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 600. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. Page 1012 of 1184 19 233952v2 By: ____________________________________ Its ______________________________ Page 1013 of 1184 20 233952v2 MORTGAGEE’S CONSENT AND SUBORDINATION Commerce Bank, a Minnesota banking corporation, being the owner and holder of that certain Mortgage, Security Agreement and Fixture Financing Statement, dated September 27, 2021, and filed September 28, 2021 with the Office of Hennepin County Registrar of Titles as Document No. T5881621, that certain Assignment of Leases and Rents, dated September 27, 2021, and filed September 28, 2021 with the Office of Hennepin County Registrar of Titles as Document No. T5881622, and that certain Mortgage, dated November 4, 2022, filed December 2, 2022 with the Office of Hennepin County Registrar of Titles as Document No. T5988426 (collectively, the “Security Instruments”), hereby consents to the recording of the foregoing Site Improvement Performance Agreement against the Subject Property and agrees that such Site Improvement Performance Agreement shall remain in full force and effect even if it forecloses on the Security Instruments. Commerce Bank, a Minnesota banking corporation By: __________________________________________ Name:________________________________________ Title:_________________________________________ STATE OF MINNESOTA ) ) ss, COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this ____ day of _____________, 2025, by _______________, as _______________ of Commerce Bank, a Minnesota banking corporation. Notary Seal ______________________________ Notary Public Page 1014 of 1184 PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLAN 2/11/2025 11:26:47 AMT100 TITLE SHEET - LUA 2024-1149 ESG ESG 06/21/24 7200 France Ave 7200 France Ave Edina, MN LAND USE APPLICATION 02/07/2025 PROJECT TEAM PROJECT LOCATION DRAWING INDEX 7200 France Ave | Edina, MN 55435 Vicinity Site Location OWNER/DEVELOPER:Orion Investments / Afton Park 6550 York Ave S, Suite 207 Edina, MN 55435 ARCHITECT:ESG Architecture & Design 350 North 5th Street, Suite 400 Minneapolis, MN 55401 CIVIL ENGINEER:Civil Site Group 5000 Glenwood Ave. Golden Valley, MN 55422 LANDSCAPE ARCHITECT:Confluence 901 N 3rd St, #225 Minneapolis, MN 55401 DRAWING INDEX - LUA DRAWING NUMBER DRAWING NAME LUA (02/07/2025)GENERAL INFORMATION T100 TITLE SHEET - LUA ● SURVEY V1.0 ALTA/NSPS LAND TITLE SURVEY ● CIVIL C0.0 TITLE SHEET ● C2.0 SITE PLAN ● C3.0 GRADING PLAN ● C4.0 UTILITY PLAN ● C5.0 CIVIL DETAILS ● SW1.0 SWPPP - EXISTING CONDITIONS ● SW1.1 SWPPP - PROPOSED CONDITIONS ● SW1.2 SWPPP - DETAILS ● SW1.3 SWPPP - NARRATIVE ● SW1.4 SWPPP - ATTACHMENTS ● SW1.5 SWPPP - ATTACHMENTS ● LANDSCAPE L1.1 LANDSCAPE SITE PLAN ● L1.2 LANDSCAPE PLANTING PLAN ● L1.3 LANDSCAPE SITE DETAILS ● ARCHITECTURAL A001 EXISTING SITE PHOTOS ● A002 ARCHITECTURAL SITE PLAN ● A003 SITE SECTION ● A100 LEVEL P2 FLOOR PLAN ● A101 LEVEL P1 FLOOR PLAN ● A102 LEVEL 1 FLOOR PLAN ● A103 LEVEL 2 FLOOR PLAN ● A104 LEVEL 3 FLOOR PLAN (LEVELS 4 & 5 SIMILAR)● A105 LEVEL 6 FLOOR PLAN ● A106 ROOF PLAN ● A201 EXTERIOR ELEVATIONS ● A202 EXTERIOR ELEVATIONS ● A203 EXTERIOR ELEVATIONS ● A400 EXTERIOR MATERIALS ● A500 AERIAL VIEWS ● A501 EXTERIOR RENDERINGS ● A502 EXTERIOR RENDERINGS ● A503 EXTERIOR RENDERINGS ● A504 EXTERIOR ELEVATIONS ● ELECTRICAL E0.1P ELECTRICAL SITE PHOTOMETRIC PLAN ● E0.2P ELECTRICAL SITE PHOTOMETRIC DETAIL ● PROJECT METRICS No. Description Date Received 2/12/25 Planning DivisionPage 1015 of 1184 S00°11'54"E 325.00S89°57'11"E 520.00N00°11'54"W 325.00 N89°57'11"W 520.0072ND ST W(A Public R/W)FRANCE AVE S (A Public R/W)Sign[18]. Easement for Flowage andDrainage Per Doc No. 1022380[18]. Easement for Flowage andDrainage Per Doc No. 1022380[17]. Easement for Flowage andDrainage Per Doc No. 1022383 PARCEL 3[19]. Easement for Flowage andDrainage Per Doc No. 1022381PARCEL 2[17] [20]. Easement for Flowageand Drainage Per Doc No's. 1022382and 1022383[18]. Easement for Accumulation, Collection,Storage, Detention and Ponding of Surface WaterPer Doc No. 1022380 [16]. Highway EasementPer Doc No. 885564 [15]. Highway EasementPer Doc No. 541943[14]. Sanitary SewerEasement Per Doc No. 525875North line of the SE 1/4 of the NE 1/4 ofSection 31, Township 28, Range 24.EXCEPTIONPID: 3102824140031Address: 7205 Bristol Cir,Edina, MN 55435Owner: Stephen H BrownPID: 3102824140030Address: 7209 Bristol Cir,Edina, MN 55435Owner: Francis A FeistPID: 3102824140016Address: 7300 Gallagher Dr, Edina, MN 55435Owner: Edina 300 Ltd PartnershipPID: 3102824140015Address: 7250 France Ave S, Edina, MN 55435Owner: 7250 France Group LlcBroken Up Bituminous Surface CellTowerChain Link Fence/Concrete PadChain Link Fence ChainLinkFenceChainLinkFenceConcreteFoundationConcreteFoundationConcrete Wall WoodWall24" RCP24" RCPLYMAR LN(A Public R/W)Guardrail AccessAccessEdge ofWoodsChainLinkFencePID: 3102824140032Address: 7203 Bristol Cir,Edina, MN 55435Owner: Marjorie ThoenenPID: 3102824140001Address: 7200 France Ave S, Edina, MN 55435Owner: France Property Partners LlcNO BUILDINGS30.00295.00 ConcreteRampPARCEL 3470.0050.00PARCEL 1S89°57'11"E 470.00S00°11'54"E 294.92 East line of the S 1/2 ofthe NE 1/4 of Section 31,Township 28, Range 24. Concrete Walk[A] No EasementProvided forCell TowerAccessAccessConcrete Driveway [B] ConcreteDrivewayAccess CrossesProperty Line12" RCP(Rec)21" RCP (Rec)18" RCP18" RCP12" RC P 15" RCP21" RCP24" RCP (C.S.A.H. NO. 17) Concrete MedianPer Aerial Mapping Concrete MedianPer Aerial Mapping DESCRIPTION OF PROPERTY SURVEYEDParcel 1:The East 1045 feet of the South Half of the Northeast Quarter of Section 31, Township 28, Range 24, according to theGovernment survey thereof, except that part embraced within the Plat of Oscar Roberts First Addition.Hennepin County, MinnesotaTorrens PropertyParcel 2:Easement for flowage and drainage of surface waters contained in Easement dated November 10, 1971, filed February 8,1972, as Document No. 1022381.Parcel 3:Easement for flowage and drainage of surface waters contained in Easement dated November 10, 1971, filed February 8,1972, as Document No. 1022383.GENERAL SURVEY NOTES1. Bearings are based on the Hennepin County Coordinate System (1986 Adjustment).2. Elevations are based on the NGVD 29 Datum. Site Benchmark is the top nut of the fire hydrant located in the northeastquadrant of 72nd Ave W and Lymar Ln, as shown hereon. Elevation = 859.24.3. We have shown the location of utilities to the best of our ability based on observed evidence together with evidence from thefollowing sources: plans obtained from utility companies, plans provided by client, markings by utility companies and otherappropriate sources. We have used this information to develop a view of the underground utilities for this site. However,lacking excavation, the exact location of underground features cannot be accurately, completely and reliably depicted. Whereadditional or more detailed information is required, the client is advised that excavation may be necessary. Also, please notethat seasonal conditions may inhibit our ability to visibly observe all the utilities located on the subject property.ALTA/NSPS LAND TITLE SURVEY NOTES(numbered per Table A)1. Monuments placed and/or found at all major corners of the boundary of the surveyed property as shown hereon.2. Site Address: 7200 France Ave S, Edina, MN 55435.3. This property is contained in Zone X (area determined to be outside the 0.2% annual chance floodplain) per Flood InsuranceRate Map, Community Panel No. 27053C0452F, effective date of November 4, 2016.4. The Gross land area is 169,002 +/- square feet or 3.880 +/- acres.6. (a) The current Zoning for the subject property was not provided. Please note that the general restrictions for the subjectproperty may have been amended through a city process. We could be unaware of such amendments if they are not in arecorded document provided to us. We recommend that a zoning letter be obtained from the Zoning Administrator for thecurrent restrictions for this site.7. (a) Exterior dimensions of buildings at ground level as shown hereon. (b)(1) Square footage of exterior footprint of buildings at ground level as shown hereon. Please note no buildings were observed on the subject property while conducting the fieldwork.9. The number of striped parking stalls on this site could not be determined as the lot was deteriorating and the striping wasfading.13. The names of the adjoining owners of the platted lands, as shown hereon, are based on information obtained from theHennepin County Interactive Property Map.15. Please note some features located per aerial imagery as noted hereon.SURVEY REPORT1. This map and report was prepared with the benefit of a Commitment for Title Insurance issued by Commercial Partners Title,a division of Chicago Title Company, LLC, as agent for Stewart Title Guaranty Company, File No. CP72048, dated April 14,2023. We note the following with regards to Schedule B II Exceptions of the herein referenced Title Commitment:a. Item no.'s 1-13 are not survey related.b. The following are numbered per the referenced Title Commitment: [14]. Easement for sanitary sewer purposes, including the right to enter, in favor of the Village of Edina, aMinnesota municipal corporation, contained in Easement For Sanitary Sewer dated March 5, 1957, filed March27, 1957, as Document No. 525875. As shown hereon over the north 30 feet of the subject property. [15]. Easement for highway purposes, in favor of the Village of Edina, a municipal corporation, contained inEasement dated July 30, 1957, filed October 9, 1957, as Document No. 541943. As shown hereon over thenorth 30 feet of the subject property. [16]. Terms and conditions of and rights of access contained in Final Certificate dated August 28, 1967, filed August29, 1967, as Document No. 885564. Document provides a right of access for highway purposeseasement over the east 50 feet of the subject property, as shown hereon. [17]. Easement for flowage and drainage of surface waters dated November 10, 1971, filed February 8, 1972, asDocument No. 1022383. As shown hereon to the west of the subject property lying over the east 10feet of Lots 41 and 42, Block 1, Oscar Roberts First Addition and to the south of the subjectproperty over the north 5 feet of Lot 44, Block 1, Oscar Roberts First Addition. Said easementbenefits the subject property. [18]. Terms and conditions of and easement for flowage and drainage of surface waters contained in Easementdated November 12, 1971, filed February 8, 1972, as Document No. 1022380. As shown hereon over thesouth 5 feet, the west 10 feet and the west 30 feet of the subject property. [19]. Terms and conditions of and easement for flowage and drainage of surface waters contained in Easementdated November 10, 1971, filed February 8, 1972, as Document No. 1022381. As shown hereon to thesouth of the subject property, lying over the north 5 feet of the east 52 feet of Lot 45, Block 1,Oscar Roberts First Addition. Said easement benefits the subject property. [20]. Terms and conditions of and easement for flowage and drainage of surface waters contained in Easementdated January 28, 1972, filed February 8, 1972, as Document No. 1022382. As shown hereon to the southof the subject property, lying over the north 5 feet of Lot 44, Block 1, Oscar Roberts First Addition. Said easement benefits the subject property.2. Conflicts such as (but not limited to): encroachments, protrusions, access, occupation, and easements and/or servitudes:[A] Please note there is a cell tower located in the southwest quadrant of the subject property, as shown hereon.We have not been provided with documentation of an easement for said cell tower.[B] Please note a concrete driveway access crosses the south line near the southeast corner of the subjectproperty, as shown hereon.ALTA CERTIFICATIONTo: France Property Partners, LLC, a Minnesota limited liability company; Stewart Title Guaranty Company; and CommercialPartners Title, a division of Chicago Title Company, LLC:This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2021 MinimumStandard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includesItems 1, 2, 3, 4, 6(a), 7(a), 7(b)(1), 8, 9, 13 and 15 of Table A thereof.The fieldwork was completed on 5-25-2023.Dated this 2nd day of June, 2023.________________________________________________________Rory L. Synstelien Minnesota License No. 44565rory@civilsitegroup.comVICINITY MAP7200 France Ave S Edina, Hennepin County, MN 55435 6550 York Ave S, #207, Edina, MN 55435 Orion Investments PROJECTPROJECT NO.: 21419COPYRIGHT 2023 CIVIL SITE GROUP INC.cREVISION SUMMARYDATE DESCRIPTIONV1.0ALTA/NSPS LANDTITLE SURVEY. .. .. .. .. .. .N44565RORY L. SYNSTELIENLICENSE NO.DATEI HEREBY CERTIFY THAT THIS SURVEY,PLAN, OR REPORT WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED LANDSURVEYOR UNDER THE LAWS OF THESTATE OF MINNESOTA.6-2-2023NCLIENT Civil Engineering Surveying Landscape Architecture 5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060QA/QCFIELD CREWDRAWN BYREVIEWED BYUPDATED BYDH/HSJRNCJ.OVERHEAD UTILITIESGASMAINSANITARY SEWERSTORM SEWERFIBER/COMM. LINEELECTRIC LINE (RECORD)WATERMAINELECTRIC LINEGASMAIN (RECORD)CHAINLINK FENCELINELinetype & Symbol Legend CONCRETE SURFACEPAVER SURFACEBITUMINOUS SURFACEGRAVEL/LANDSCAPE SURFACEWOODEN FENCELINEGUARDRAILWATERMAIN (RECORD)SANITARY SEWER (RECORD)STORM SEWER (RECORD)FIBER/COMM. LINE (RECORD)TELEPHONE LINE (RECORD)TELEPHONE LINESIGNSANITARY MANHOLESTORM MANHOLECABLE TV BOXTELEPHONE MANHOLEELECTRIC TRANSFORMERTELEPHONE BOXTRAFFIC SIGNALGAS METERELECTRICAL METERWATER MANHOLEWATER VALVEAIR CONDITIONERBOLLARDCATCH BASINELECTRIC MANHOLEGAS VALVEFLAG POLEHANDICAP SYMBOLFOUND IRON MONUMENTHYDRANTCAST IRON MONUMENTSET IRON MONUMENTFLARED END SECTIONPOWER POLEUTILITY MANHOLEGUY WIRECONIFEROUS TREEDECIDUOUS TREEROOF DRAINSEWER CLEAN OUTFIRE CONNECTIONWELLUTILITY VAULTPOST INDICATOR VALVEGAS MANHOLEHAND HOLEFIBER/COMM. MANHOLEMAIL BOXFUEL TANKELECTRICAL OUTLETSB SOIL BORINGLIGHT POLEACCESS RESTRICTION60153001530SCALE IN FEETReceived 2/12/25 Planning DivisionPage 1016 of 1184 7200 FRANCE AVE 7200 FRANCE AVE S, EDINA, MN 55435 6550 YORK AVE S SUITE 207, EDINA, MN 55435 ORION INVESTMENTS PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER: 21419.0102/07/2025.. .06/10/2024 CITY SUBMITTALDRAWN BY:REVIEWED BY:AM, BNDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202448776David J. KnaebleLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.02/07/25Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060. .. .. ..CITY SUBMITTALREVISION SUMMARYDATEDESCRIPTIONC0.0TITLE SHEET. .. .. .. .. .. .7200 FRANCE AVEEDINA, MINNESOTASHEET INDEXSHEET NUMBER SHEET TITLEC0.0 TITLE SHEETSITE LOCATIONSITE LOCATION MAPNUTILITY PLANC4.0ISSUED FOR: CITY SUBMITTALDEVELOPER / PROPERTY OWNER:ENGINEER / LANDSCAPE ARCHITECT:CIVIL SITE GROUP5000 GLENWOOD AVEGOLDEN VALLEY, MN 55422CONTACT: DAVID KNAEBLE612-615-0060SURVEYOR:GEOTECHNICAL ENGINEER:SWPPP - EXISTING CONDITIONSSW1.0GRADING PLANC3.0C5.0 CIVIL DETAILSSWPPP - PROPOSED CONDITIONSSW1.1SWPPP - DETAILSC2.0 SITE PLANSWPPP - NARRATIVESW1.3Know what'sbelow.before you dig.CallRSW1.4 SWPPP - ATTACHMENTSSW1.5ARCHITECT:ESG ARCHITECTURE & DESIGN350 NORTH 5TH STREET, SUITE 400MINNEAPOLIS, MN 55401CONTACT: RYAN FUGLEBERGRYAN.FUGLEBERG@ESGARCH.COM612-524-4248CIVIL SITE GROUP5000 GLENWOOD AVEGOLDEN VALLEY, MN 55422CONTACT: RORY SYNSTELIEN612-615-0060BRAUN INTERTEC11001 HAMPSHIRE AVE SMINNEAPOLIS, MN 55348952-995-2000ORION INVESTMENTS6650 YORK AVENUE S, SUITE 207EDINA, MN 55435CONTACT: TED CARLSONTED@ORIONINVESTMENTS.NET612-812-7788FRANCE AVE S W 72ND STSWPPP - ATTACHMENTSSW1.2Received 2/12/25 Planning DivisionPage 1017 of 1184 72ND ST W(A Public R/W)FRANCE AVE S (A Public R/W) [3] Easement for Flowage andDrainage Per Doc No. 1022380 [3] Easement for Flowage andDrainage Per Doc No. 1022380[4] Easement for Flowage andDrainage Per Doc No. 1022381[3] Easement for Accumulation, Collection,Storage, Detention and Ponding of Surface WaterPer Doc No. 1022380 PID: 3102824140031Address: 7205 Bristol Cir,Edina, MN 55435Owner: Stephen H BrownPID: 3102824140030Address: 7209 Bristol Cir,Edina, MN 55435Owner: Francis A FeistPID: 3102824140016Address: 7300 Gallagher Dr, Edina, MN 55435Owner: Edina 300 Ltd PartnershipPID: 3102824140015Address: 7250 France Ave S, Edina, MN 55435Owner: 7250 France Group LlcEdge of WoodsEdge ofWoodsBlock Wall Lies 0.5 FeetW of Property Line North line of the SE 1/4 of the NE 1/4 ofSection 31, Township 28, Range 24.ChainLinkFenceS00°11'54"E 268.50 N75°01'42"E 56 .41N89°48'06"E 125.01N00°11'54"W 237.22 N89°57'11"W 300.00121.79Δ=14°46'26"R=472.32[5] Public RoadEasement perDoc. No. 1032483[2] Drainage and Utility Easement per Plat of OSCAR ROBERTS FIRST ADDITION [2] Drainage and Utility Easement per Platof OSCAR ROBERTS FIRST ADDITION[6] Highway SignalEasement per Doc. No's.1524065 & 1524066[7] Highway SignalEasement per Doc. No's.1524067 & 1524068Concrete Foundation9" VCP (Rec)8" DIP (Rec)WaterServ (Rec)8" CIP (Rec) 12" RCP (Rec)15" RCP (Rec)15" RCP (Rec)GALLAGHER DR(A Public R/W)12" RCP (Rec)PID: 3102824140001Address: 7200 France Ave S, Edina, MN 55435Owner: France Property Partners Llc(C.S.A.H. NO. 17)AccessAccessBituminous Parking Lot Concrete MedianPer Aerial Mapping Concrete MedianPer Aerial Mapping 21 . 2 1 1515 [A] ConcreteDrivewayAccess CrossesProperty Line45' Side Setback 25' Front Setback (From Curb) 50' Front Setback (From Curb) Temp. Construction Fence PARCEL 1PARCEL 3PARCEL 4[11] North/South Pathway perUnrecorded Easement Agreement Doc. [11] North/South Roadway perUnrecorded Easement Agreement Doc. [11] North/South Pathway per Unrecorded Easement Agreement Doc. [11] North/South Roadway perUnrecorded Easement Agreement Doc.[11] Plaza Area perUnrecorded Easement Agreement Doc.[11] Streetscape Area per Unrecorded Easement Agreement Doc.[11] Streetscape Area perUnrecorded Easement Agreement Doc.[13] Storm Water ManagementFacitlities perUnrecorded DeclarationPARCEL 2PARCEL 2 PARCEL 2 PARCEL 5SS-1SOUTHSTAIR110EXITPASSAGEWAY112COFFEE118FUTURETENANT A109FUTURETENANT B113BUILDINGLOBBY102ELEC107IDF106MEN105WOMEN104JANITORNPS-1NORTHPARKINGSTAIR111MECHNS-1NORTHSTAIR113ACONFROOM117BIKELOUNGE112ASTORAGE116RESTROOM& SHOWER122OFFICE123OFFICE121CATERINGPREP120STORAGE115RESTROOM& SHOWERNOPARKING- 2 5/8"6.7%90'-90'-8"ELECROOMMOVE IN89'-4"845.33'846.67'100'-0"856.00'44.5'53.2'GARAGEFIRST FLOOR45.2'54.5'CONCRETE STAIRSAND RAILINGS,COORD. W/ARCH'L,TYP.CONCRETESIDEWALK, TYP.LIGHT BOLLARD,COORD. W/LSCP. ARCHCOORDINATE ALLSURFACE FINISHESWITH LANDSCAPEARCHITECTURE PLANSCOORDINATE ALL LIGHTLOCATIONS WITHLANDSCAPE ARCHITECTAND ELECTRICAL PLANSRET. WALL ANDRAILINGS, SEELSCP. PLANS.,TYP.SEE GRADING PLANFOR HEIGHTRET. WALL ANDRAILINGS, SEELSCP. PLANS.,TYP.SEE GRADING PLANFOR HEIGHTLD BIT. PVMT., TYPCONC. GENERATORPAD, COORD. W/MECHANICAL &UTILITY CO. PROVIDETHICKENED EDGE ASSHOWN ON GRADINGHD BIT. PVMT., TYP24" CONC. PVMTAT DRIVE ENTRY24" CONC. PVMTAT DRIVE ENTRY17.7'24.0'MATCH, TYPCAST-IN-PLACECONC. CURB WITHSTAIRS ANDRAILINGS, COORD.W/ARCH'L. SEEGRADING PLAN FORHEIGHTCONSTRUCTION LIMITSACCESSIBLE ROUTEARROW. DO NOT PAINT,FOR CODE REVIEW ONLY,TYP.B612 C&G, TYP.B612 C&G, TYP.R5 . 0 'R5.0'R5.0'R5.0 '5.0'8.0'5.0'4.0'6.0'4.0'4.0'4.0'7.1'4.0'4.0'4.5'4.0'14.6'6.8'10.9'9.2'22.1'11.0'15.5'5.0'5.0'6.0'MATCH, TYPMATCH,TYPMATCH, TYPMATCH, TYPSEE THE 7250 FRANCE AVEPROJECT FOR OVERALLDEVELOPMENT ANDCONSTRUCTION PLANS30.4' 30.1' 30.0' 7200 FRANCE AVE 7200 FRANCE AVE S, EDINA, MN 55435 6550 YORK AVE S SUITE 207, EDINA, MN 55435 ORION INVESTMENTS PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER: 21419.0102/07/2025.. .06/10/2024 CITY SUBMITTALDRAWN BY:REVIEWED BY:AM, BNDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202448776David J. KnaebleLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.02/07/25Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060. .. .. ..CITY SUBMITTALREVISION SUMMARYDATEDESCRIPTIONC2.0SITE PLAN. .. .. .. .. .. .SITE AREA TABLE:SITE LAYOUT NOTES:SITE PLAN LEGEND:TRAFFIC DIRECTIONAL ARROW PAVEMENT MARKINGSCITY OF EDINA SITE SPECIFIC NOTES:SIGN AND POST ASSEMBLY. SHOP DRAWINGS REQUIRED.HC = ACCESSIBLE SIGNNP = NO PARKING FIRE LANEST = STOPCP = COMPACT CAR PARKING ONLY01" = 30'-0"30'-0"15'-0"N1.SAW CUT ALL CONCRETE JOINTS ON PUBLIC SIDEWALKS.2.CONTRACTOR SHALL PROVIDE CONSTRUCTION STAGING, TRAFFIC CONTROL, AND PEDESTRIANACCESS PLANS TO THE CITY AS NECESSARY.Know what'sbelow.before you dig.CallRPROPERTY LINECURB AND GUTTER-SEE NOTES (T.O.) TIP OUTGUTTER WHERE APPLICABLE-SEE PLANLIGHT DUTY BITUMINOUS PAVEMENT (IF APPLICABLE).SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE& WEAR COURSE DEPTH, SEE DEATIL.HEAVY DUTY BITUMINOUS PAVEMENT (IF APPLICABLE).SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE &WEAR COURSE DEPTH, SEE DETAIL.CONSTRUCTION LIMITSTOACCESSIBILITY ARROW (IF APPLICABLE) DO NOTPAINT.1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL"(651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THECONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NOCOST TO THE OWNER.2.CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO BEGINNINGCONSTRUCTION, INCLUDING BUT NOT LIMITED TO, LOCATIONS OF EXISTING AND PROPOSED PROPERTY LINES,EASEMENTS, SETBACKS, UTILITIES, BUILDINGS AND PAVEMENTS. CONTRACTOR IS RESPONSIBLE FOR FINALLOCATIONS OF ALL ELEMENTS FOR THE SITE. ANY REVISIONS REQUIRED AFTER COMMENCEMENT OFCONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TOOWNER. ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT PRIORTO INSTALLATION OF MATERIALS. STAKE LAYOUT FOR APPROVAL.3.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, INCLUDING ARIGHT-OF-WAY AND STREET OPENING PERMIT.4.THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO TECHNICAL REPORT PRIOR TOINSTALLATION OF SITE IMPROVEMENT MATERIALS.5.CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS & ELEVATIONS OF THE BUILDINGAND STAKE FOR REVIEW AND APPROVAL BY THE OWNERS REPRESENTATIVE PRIOR TO INSTALLATION OFFOOTING MATERIALS.6.LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS, BOLLARDS, AND WALKS AREAPPROXIMATE AND SHALL BE STAKED IN THE FIELD, PRIOR TO INSTALLATION, FOR REVIEW AND APPROVAL BYTHE ENGINEER/LANDSCAPE ARCHITECT.7.CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OF CONCRETEFOUNDATION. LOCATION OF BUILDING IS TO BUILDING FOUNDATION AND SHALL BE AS SHOWN ON THEDRAWINGS.8.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED FOR REVIEW AND APPROVAL BYTHE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO FABRICATION FOR ALL PREFABRICATED SITE IMPROVEMENTMATERIALS SUCH AS, BUT NOT LIMITED TO THE FOLLOWING, FURNISHINGS, PAVEMENTS, WALLS, RAILINGS,BENCHES, FLAGPOLES, LANDING PADS FOR CURB RAMPS, AND LIGHT AND POLES. THE OWNER RESERVES THERIGHT TO REJECT INSTALLED MATERIALS NOT PREVIOUSLY APPROVED.9.PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDING AREAS IN ACCORDANCEWITH A.D.A. REQUIREMENTS-SEE DETAIL.10.CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED LINE, SPACED 48" ON CENTER PERPENDICULAR TOTHE FLOW OF TRAFFIC. WIDTH OF CROSSWALK SHALL BE 5' WIDE. ALL OTHER PAVEMENT MARKINGS SHALL BEWHITE IN COLOR UNLESS OTHERWISE NOTED OR REQUIRED BY ADA OR LOCAL GOVERNING BODIES.11.SEE SITE PLAN FOR CURB AND GUTTER TYPE. TAPER BETWEEN CURB TYPES-SEE DETAIL.12.ALL CURB RADII ARE MINIMUM 3' UNLESS OTHERWISE NOTED.13.CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES, NUMBERS, AREAS AND DIMENSIONS PRIORTO SITE IMPROVEMENTS.14.FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS.15.PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDING UNLESS NOTED OTHERWISE.16.ALL PARKING LOT PAINT STRIPPING TO BE WHITE, 4" WIDE TYP.17.BITUMINOUS PAVING TO BE "LIGHT DUTY" UNLESS OTHERWISE NOTED. SEE DETAIL SHEETS FOR PAVEMENTSECTIONS.18.ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH A CONSTRUCTION FENCE AT THEDRIP LINE. SEE LANDSCAPE DOCUMENTS.CONCRETE PAVEMENT (IF APPLICABLE) ASSPECIFIED (PAD OR WALK) SEE GEOTECHNICALREPORT FOR AGGREGATE BASE & CONCRETEDEPTHS, WITHIN ROW SEE CITY DETAIL, WITHINPRIVATE PROPERTY SEE CSG DETAILOPERATIONAL NOTES:SNOW REMOVALALL SNOW SHALL BE STORED ON-SITE OUTSIDEPARKING LOT. WHEN FULL, REMOVAL CO.SHALL REMOVE EXCESS OF-SITETRASH REMOVAL:TRASH SHALL BE PLACED INSIDE PARKINGGARAGE AND REMOVED BY COMMERCIAL CO.WEEKLY.DELIVERIES:DELIVERIES SHALL OCCUR AT THE FRONTDOOR VIA STANDARD COMMERCIAL DELIVERYVEHICLES (UPS, FED-EX, USPS).Received 2/12/25 Planning DivisionPage 1018 of 1184 72ND ST W(A Public R/W)FRANCE AVE S (A Public R/W) [3] Easement for Flowage andDrainage Per Doc No. 1022380[3] Easement for Flowage andDrainage Per Doc No. 1022380[4] Easement for Flowage andDrainage Per Doc No. 1022381[3] Easement for Accumulation, Collection,Storage, Detention and Ponding of Surface WaterPer Doc No. 1022380 PID: 3102824140031Address: 7205 Bristol Cir,Edina, MN 55435Owner: Stephen H BrownPID: 3102824140030Address: 7209 Bristol Cir,Edina, MN 55435Owner: Francis A FeistPID: 3102824140016Address: 7300 Gallagher Dr, Edina, MN 55435Owner: Edina 300 Ltd PartnershipPID: 3102824140015Address: 7250 France Ave S, Edina, MN 55435Owner: 7250 France Group LlcEdge of WoodsEdge ofWoodsBlock Wall Lies 0.5 Feet W of Property Line North line of the SE 1/4 of the NE 1/4 ofSection 31, Township 28, Range 24.ChainLinkFenceS00°11'54"E 268.50 N75°01'42"E 56.41N89°48'06"E 125.01N00°11'54"W 237.22 N89°57'11"W 300.00121.79Δ=14°46'26"R=472.32[5] Public RoadEasement perDoc. No. 1032483[2] Drainage and UtilityEasement per Plat of OSCARROBERTS FIRST ADDITION [2] Drainage and Utility Easement per Platof OSCAR ROBERTS FIRST ADDITION[6] Highway SignalEasement per Doc. No's.1524065 & 1524066[7] Highway SignalEasement per Doc. No's.1524067 & 1524068Concrete Foundation9" VCP (Rec)8" DIP (Rec)WaterServ (Rec)8" CIP (Rec) 12" RCP (Rec)15" RCP (Rec)15" RCP (Rec)GALLAGHER DR(A Public R/W)12" RCP (Rec)PID: 3102824140001Address: 7200 France Ave S, Edina, MN 55435Owner: France Property Partners Llc(C.S.A.H. NO. 17)AccessAccessBituminous Parking Lot Concrete Median Per Aerial Mapping Concrete MedianPer Aerial Mapping 21 . 2 1 1515 [A] ConcreteDrivewayAccess CrossesProperty Line45' Side Setback 25' Front Setback (From Curb) 50' Front Setback (From Curb) Temp. Construction Fence PARCEL 1PARCEL 3PARCEL 4[11] North/South Pathway per Unrecorded Easement Agreement Doc. [11] North/South Roadway per Unrecorded Easement Agreement Doc. [11] North/South Pathway per Unrecorded Easement Agreement Doc. [11] North/South Roadway per Unrecorded Easement Agreement Doc.[11] Plaza Area perUnrecorded Easement Agreement Doc.[11] Streetscape Area perUnrecorded Easement Agreement Doc.[11] Streetscape Area perUnrecorded Easement Agreement Doc.[13] Storm Water ManagementFacitlities perUnrecorded DeclarationPARCEL 2PARCEL 2 PARCEL 2 PARCEL 5SS-1SOUTHSTAIR110EXITPASSAGEWAY112COFFEE118FUTURETENANT A109FUTURETENANT B113BUILDINGLOBBY102ELEC107IDF106MEN105WOMEN104JANITORNPS-1NORTHPARKINGSTAIR111MECHNS-1NORTHSTAIR113ACONFROOM117BIKELOUNGE112ASTORAGE116RESTROOM& SHOWER122OFFICE123OFFICE121CATERINGPREP120STORAGE115RESTROOM& SHOWERNOPARKINGEOF=845.66- 2 5/8"6.7%90'-90'-8"ELECROOMMOVE IN89'-4"845.33'846.67'100'-0"856.00'GARAGEFIRST FLOORCONSTRUCTION LIMITSSEE THE 7250 FRANCE AVEPROJECT FOR OVERALLDEVELOPMENT ANDCONSTRUCTION PLANS7200 FRANCE AVE 7200 FRANCE AVE S, EDINA, MN 55435 6550 YORK AVE S SUITE 207, EDINA, MN 55435 ORION INVESTMENTS PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER: 21419.0102/07/2025.. .06/10/2024 CITY SUBMITTALDRAWN BY:REVIEWED BY:AM, BNDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202448776David J. KnaebleLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.02/07/25Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060. .. .. ..CITY SUBMITTALREVISION SUMMARYDATEDESCRIPTIONC3.0GRADING PLAN. .. .. .. .. .. .GENERAL GRADING NOTES:1.0' CONTOUR ELEVATION INTERVALGRADING PLAN LEGEND:SPOT GRADE ELEVATION GUTTERSPOT GRADE ELEVATION TOP OF CURBSPOT GRADE ELEVATION BOTTOM OF STAIRS/TOP OF STAIRSCITY OF EDINA GRADING NOTES:1.RESERVED FOR CITY SPECIFIC GRADING NOTES.SEE SWPPP ON SHEETS SW1.0 - SW1.5EROSION CONTROL NOTES:01" = 30'-0"30'-0"15'-0"NKnow what'sbelow.before you dig.CallREX. 1' CONTOUR ELEVATION INTERVALSPOT GRADE ELEVATION (GUTTER/FLOW LINEUNLESS OTHERWISE NOTED)CURB AND GUTTER (T.O = TIP OUT)EMERGENCY OVERFLOWEOF=1135.52TOSPOT GRADE ELEVATION MATCH EXISTINGGRADE BREAK - HIGH POINTS1.CONTRACTOR SHALL VERIFY ALL BUILDING ELEVATIONS, (FFE, LFE, GFE), PRIOR TO CONSTRUCTION BY CROSS CHECKING WITHARCHITECTURAL, STRUCTURAL AND CIVIL ELEVATIONS FOR EQUIVALENT "100" ELEVATIONS. THIS MUST BE DONE PRIOR TOEXCAVATION AND INSTALLATION OF ANY FOOTING MATERIALS. VERIFICATION OF THIS COORDINATION SHALL BE CONFIRMED INWRITING BY CIVIL, SURVEYOR, ARCHITECTURAL, STRUCTURAL AND CONTRACTOR PRIOR TO CONSTRUCTION.2.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FORUTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT AREDAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.3.SEE SITE PLAN FOR HORIZONTAL LAYOUT & GENERAL GRADING NOTES.4.THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION (INCLUDING BUT NOT LIMITED TO SITE PREPARATION, SOILCORRECTION, EXCAVATION, EMBANKMENT, ETC.) IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALLSOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FORCOORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER.5.ANY ELEMENTS OF AN EARTH RETENTION SYSTEM AND RELATED EXCAVATIONS THAT FALL WITHIN THE PUBLIC RIGHT OF WAY WILLREQUIRE A “RIGHT OF WAY EXCAVATION PERMIT”. CONTRACTOR IS RESPONSIBLE FOR AQUIRING THIS PERMIT PRIOR TO CONSTRUCTIONIF APPLICABLE6.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FORUTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT AREDAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.3.GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL POLLUTION DISCHARGEELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS & PERMIT REQUIREMENTS OF THE CITY.4.PROPOSED SPOT GRADES ARE FLOW-LINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISE NOTED.5.GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND 1% MIN. AND 2% MAX. CROSS SLOPE, UNLESSOTHERWISE NOTED.6.PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS. MAXIMUM SLOPES IN MAINTAINEDAREAS IS 4:17.PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL TYPES GREATER THAN 4' IN HEIGHT SHALL BEDESIGNED AND ENGINEERED BY A REGISTERED RETAINING WALL ENGINEER. DESIGN DRAWINGS SHALL BE SUBMITTED FOR REVIEW ANDAPPROVAL PRIOR TO CONSTRUCTION.8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES THROUGHOUT THE DURATION OF CONSTRUCTION TOESTABLISH PROPER GRADES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR A FINAL FIELD CHECK OF FINISHED GRADESACCEPTABLE TO THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO TOPSOIL AND SODDING ACTIVITIES.9.IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITETO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE.10.EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. THECONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED INEMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALL SUBCUT CUT AREAS,WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO AMINIMUM DEPTH OF 6 INCHES.11.FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDINGADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS ORSLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVEBEEN FINISH GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALLAREAS THAT HAVE BECOME RUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREASDISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THEREQUIREMENTS OF THE NEW WORK.12.PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND/OR PARKING AREA SUBGRADE.THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BEAT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILSENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADESOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. NO TEST ROLL SHALL OCCUR WITHIN10' OF ANY UNDERGROUND STORM RETENTION/DETENTION SYSTEMS.13. TOLERANCES13.1.THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.30 FOOT ABOVE, OR 0.30 FOOT BELOW,THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE.13.2.THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE.13.3.AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION,UNLESS DIRECTED OTHERWISE BY THE ENGINEER.13.4.TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS.14.MAINTENANCE14.1.THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION, AND KEEP AREA FREE OF TRASH ANDDEBRIS.14.2.CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED, ERODED AND RUTTED AREAS TO SPECIFIED TOLERANCES.DURING THE CONSTRUCTION, IF REQUIRED, AND DURING THE WARRANTY PERIOD, ERODED AREAS WHERE TURF IS TO BEESTABLISHED SHALL BE RESEEDED AND MULCHED.14.3.WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENT CONSTRUCTION OPERATIONS OR ADVERSE WEATHER,CONTRACTOR SHALL SCARIFY, SURFACE, RESHAPE, AND COMPACT TO REQUIRED DENSITY PRIOR TO FURTHER CONSTRUCTION.GROUNDWATER INFORMATION:PER GEOTECHNICAL REPORT BY NORTHERN TECHNOLOGIES, INC., DATED 04-09-14GROUNDWATER WAS OBSERVED AT ELEVATIONS RANGING FROM 817.3 TO 818.8.Received 2/12/25 Planning DivisionPage 1019 of 1184 72ND ST W(A Public R/W)FRANCE AVE S (A Public R/W) [3] Easement for Flowage andDrainage Per Doc No. 1022380[3] Easement for Flowage andDrainage Per Doc No. 1022380[4] Easement for Flowage andDrainage Per Doc No. 1022381[3] Easement for Accumulation, Collection,Storage, Detention and Ponding of Surface WaterPer Doc No. 1022380 PID: 3102824140031Address: 7205 Bristol Cir,Edina, MN 55435Owner: Stephen H BrownPID: 3102824140030Address: 7209 Bristol Cir,Edina, MN 55435Owner: Francis A FeistPID: 3102824140016Address: 7300 Gallagher Dr, Edina, MN 55435Owner: Edina 300 Ltd PartnershipPID: 3102824140015Address: 7250 France Ave S, Edina, MN 55435Owner: 7250 France Group LlcEdge of WoodsEdge ofWoodsBlock Wall Lies 0.5 Feet W of Property Line North line of the SE 1/4 of the NE 1/4 ofSection 31, Township 28, Range 24.ChainLinkFenceS00°11'54"E 268.50 N75°01'42"E 56.41N89°48'06"E 125.01N00°11'54"W 237.22 N89°57'11"W 300.00121.79Δ=14°46'26"R=472.32[5] Public RoadEasement perDoc. No. 1032483[2] Drainage and Utility Easement per Plat of OSCAR ROBERTS FIRST ADDITION [2] Drainage and Utility Easement per Platof OSCAR ROBERTS FIRST ADDITION[6] Highway SignalEasement per Doc. No's.1524065 & 1524066[7] Highway SignalEasement per Doc. No's.1524067 & 1524068Concrete Foundation9" VCP (Rec)8" DIP (Rec)WaterServ (Rec)8" CIP (Rec) 12" RCP (Rec)15" RCP (Rec)15" RCP (Rec)GALLAGHER DR(A Public R/W)12" RCP (Rec)PID: 3102824140001Address: 7200 France Ave S, Edina, MN 55435Owner: France Property Partners Llc(C.S.A.H. NO. 17)AccessAccessBituminous Parking Lot Concrete Median Per Aerial Mapping Concrete Median Per Aerial Mapping21.211515 [A] ConcreteDrivewayAccess CrossesProperty Line45' Side Setback 25' Front Setback (From Curb) 50' Front Setback (From Curb) Temp. Construction Fence PARCEL 1PARCEL 3PARCEL 4[11] North/South Pathway perUnrecorded Easement Agreement Doc. [11] North/South Roadway per Unrecorded Easement Agreement Doc. [11] North/South Pathway per Unrecorded Easement Agreement Doc. [11] North/South Roadway per Unrecorded Easement Agreement Doc.[11] Plaza Area perUnrecorded Easement Agreement Doc.[11] Streetscape Area perUnrecorded Easement Agreement Doc.[11] Streetscape Area perUnrecorded Easement Agreement Doc.[13] Storm Water ManagementFacitlities perUnrecorded DeclarationPARCEL 2PARCEL 2 PARCEL 2 PARCEL 5SS-1SOUTHSTAIR110EXITPASSAGEWAY112COFFEE118FUTURETENANT A109FUTURETENANT B113BUILDINGLOBBY102ELEC107IDF106MEN105WOMEN104JANITORNPS-1NORTHPARKINGSTAIR111MECHNS-1NORTHSTAIR113ACONFROOM117BIKELOUNGE112ASTORAGE116RESTROOM& SHOWER122OFFICE123OFFICE121CATERINGPREP120STORAGE115RESTROOM& SHOWERNOPARKINGEOF=845.66- 2 5/8"6.7%90'-90'-8"ELECROOMMOVE IN89'-4"845.33'846.67'100'-0"856.00'GARAGEFIRST FLOORCONSTRUCTION LIMITSSEE THE 7250 FRANCE AVEPROJECT FOR OVERALLDEVELOPMENT ANDCONSTRUCTION PLANSFIRE DEPARTMENTCONNECTION,COORD. W/ MECH'L.MAKE CONNECTION TO EXISTING8" COMBINED WATER SERVICESTUB (5' FROM BUILDING),COORD. W/ MECH'LMAKE CONNECTION TOEXISTING 8" SANITARY SERVICESTUB (5' FROM BUILDING),IE STUB = 850.14,(FIELD VERIFY)COORD. W/ MECH'LMAKE CONNECTION TOEXISTING 12" STORM SERVICESTUB (5' FROM BUILDING),STUB IE=842.47COORD. W/ MECH'LMAKE CONNECTION TOEXISTING 12" STORM SERVICESTUB (5' FROM BUILDING),STUB IE=843.88COORD. W/ MECH'LTRENCH DRAIN 122 LFRIM=845.35BOT=843.35IE=841.184 LF 8" SCH40 PVCSTORM @ 2.00%TRENCH DRAIN 216 LFRIM=846.67BOT=844.67IE=842.6718 LF 8" SCH40 PVCSTORM @ 2.00%MAKE CONNECTION TOEXISTING 8" STORMSERVICE STUBSTUB IE=841.10MAKE CONNECTION TOEXISTING 8" STORMSERVICE STUBSTUB IE=842.597200 FRANCE AVE 7200 FRANCE AVE S, EDINA, MN 55435 6550 YORK AVE S SUITE 207, EDINA, MN 55435 ORION INVESTMENTS PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER: 21419.0102/07/2025.. .06/10/2024 CITY SUBMITTALDRAWN BY:REVIEWED BY:AM, BNDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202448776David J. KnaebleLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.02/07/25Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060. .. .. ..CITY SUBMITTALREVISION SUMMARYDATEDESCRIPTIONC4.0UTILITY PLAN. .. .. .. .. .. .GENERAL UTILITY NOTES:UTILITY LEGEND:01" = 30'-0"30'-0"15'-0"NKnow what'sbelow.before you dig.CallRCATCH BASINGATE VALVE AND VALVE BOXSANITARY SEWERSTORM SEWERWATER MAINPROPOSED FIRE HYDRANTMANHOLEFES AND RIP RAP1.SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT.2.CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS.3.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FORUTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT AREDAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.4.UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINEINSTALLATION" AND "SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OFMINNESOTA (CEAM), AND SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY AND THE PROJECT SPECIFICATIONS.5.CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND RE-USED OR PLACED AT THE DIRECTION OF THE OWNER.6.ALL WATER PIPE SHALL BE CLASS 52 DUCTILE IRON PIPE (DIP) AWWA C151, ASME B16.4, AWWA C110, AWWA C153 UNLESS OTHERWISE NOTED.7.ALL SANITARY SEWER SHALL BE SDR 26 POLYVINYL CHLORIDE (PVC) ASTM D3034 & F679, OR SCH 40 ASTM D1785, 2665, ASTM F794, 1866)UNLESS OTHERWISE NOTED.8.ALL STORM SEWER PIPE SHALL BE HDPE ASTM F714 & F2306 WITH ASTM D3212 SPEC FITTINGS UNLESS OTHERWISE NOTED.9.PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE OR TO END OF FLARED END SECTION.10.UTILITIES ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDING FOOTPRINT. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR THEFINAL CONNECTION TO BUILDING LINES. COORDINATE WITH ARCHITECTURAL AND MECHANICAL PLANS.11.CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.15FEET PER DETAILS. RIM ELEVATIONS SHOWN ON THIS PLAN DO NOT REFLECT SUMPED ELEVATIONS.12.A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE REQUIRED TOMAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL.13.A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITIES, UNLESSOTHERWISE NOTED.14.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH CITY STANDARDS AND COORDINATED WITH THE CITY PRIOR TOCONSTRUCTION.15.CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE-DRILLED.16.COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH THE MECHANICAL DRAWINGS.17.COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF UTILITIES WITH ADJACENT CONTRACTORS AND CITY STAFF.18.ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL PAVEMENT CONNECTIONS SHALLBE SAWCUT. ALL TRAFFIC CONTROLS SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OFTHE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE BUT NOT BE LIMITED TOSIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROADCLOSURES SHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY.19.ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROPOSED GRADES WHERE REQUIRED. THE REQUIREMENTS OF ALLOWNERS MUST BE COMPLIED WITH. STRUCTURES BEING RESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFICLOADING.20.CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY COMPANIES.21.CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPONCOMPLETION OF WORK.22.ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT. APPROVED RESILIENT RUBBER JOINTSMUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS, OR OTHER STRUCTURES.23.ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED INACCORDANCE WITH MN RULES, CHAPTER 4714, SECTION 1109.0.CITY OF EDINA UTILITY NOTES:1.CONTRACTOR MUST APPLY FOR A SEWER AND WATER CONNECTION PERMIT WITH THECITY OF EDINA PUBLIC WORKS PRIOR TO CONSTRUCTION.2.DISCONNECTED SANITARY AND WATER SERVICES TO BE CAPPED AT MAIN.Received 2/12/25 Planning DivisionPage 1020 of 1184 7200 FRANCE AVE 7200 FRANCE AVE S, EDINA, MN 55435 6550 YORK AVE S SUITE 207, EDINA, MN 55435 ORION INVESTMENTS PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER: 21419.0102/07/2025.. .06/10/2024 CITY SUBMITTALDRAWN BY:REVIEWED BY:AM, BNDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202448776David J. KnaebleLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.02/07/25Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060. .. .. ..CITY SUBMITTALREVISION SUMMARYDATEDESCRIPTIONC5.0CIVIL DETAILS. .. .. .. .. .. .6"8"12"13 1/2"6"FINISHED GRADENOTES:1. INSTALL CONSTRUCTION JOINTS AT10'-0" O.C. +/-2. BASE DEPTH DEPENDANT UPONSOIL CONDITIONSFINISHED GRADEN T SB-612 CONCRETE CURB AND GUTTER7"CLASS 5 AGGREGATE SUB-BASE,COORD. BITUMINOUS PAVEMENT DETAIL(6" MIN.)0.5% SLOPE-CONSTRUCT WITH REVERSE SLOPE GUTTER(T.O. GUTTER) WHERE THE PAVEMENT SLOPES AWAY FROMCURB. SEE PLAN1:3 BATTER SLOPE GUTTER 34" PER 1'-0"3" RADIUS CORNERS12" RADIUSCOMPACTED SUB-BASE, EXIST. NATIVEOR PER SOILS REPORT3FINISHED GRADENOTES:1. INSTALLATION SHALL BE CERTIFIED AND INACCORDANCE TO AN ON-SITE A.C.I. TECHNICIAN ASSPECIFIED.2. SEE GEO-TECHNICAL RECOMMENDATIONS FOR GROSSWEIGHT REQUIREMENTS.3. SEE LAYOUT DRAWINGS FOR LIMITS OF WALKS.4. SEE CONCRETE JOINT DETAIL FOR REQUIREMENTS.5. 1/2" WIDE EXPANSION JOINT AND SEALANT AT ALLCURBS.6. IF NO DESIGN IS DEFINED IN CHART, SEE GEOTECHREPORT FOR FINAL PAVEMENT SECTION.7. IF DESIGN IS DEFINED IN CHART, IT SHOULD BECONSIDERED FOR BIDDING PURPOSES ONLY. REFERTO GEOTECH FOR FINAL PAVEMENT SECTION.CONCRETE PVMT./WALK/PADN T S (PRIVATE PROPERTY)TOOLED CONTROL JOINT, SEE DETAIL(TYP.)LIGHT BROOM FINISHPERPENDICULAR TOTRAFFIC"A" CONCRETE AS SPECIFIED"B" CLASS 5 AGGREGATEBASECOMPACTED SUBGRADETHIS OCCURS ONLY WHERE MULCH MEETSEDGE OF WALKLEAVE TOP OF MULCH DOWN 1" FROM TOP OFWALKPAVEMENT DESIGNTYPECONC. (A) AGG.(B)1. CURING:1.1. APPLY CURING COMPOUNDS IMMEDIATELY UPON FINISHINGOF CONC. SURFACE.1.2. ALL CONC. SURFACES SHALL HAVE CURING COMPOUNDSALLIED PER ASTM C-309. AT 200 S.F. PER GAL.1.3. ALL CURING COMPOUNDS SHALL BE TYPE 1 (CLEAR) ANDCONTAIN ACRYLIC BASED CLASS B RESTRICTED RESINSOLIDS.3"2"2WALKS5"6"CONC. PVMT.7"6"BITUMINOUS PAVEMENT - ALL TYPESN T S"A" WEAR COURSE (MNDOT2360 - SPWEA340B)TACK COAT (MNDOT 2357)"B" BASE COURSE (MNDOT2360 - SPNWB330B)"C" CLASS 5 AGGREGATESUBBASE (MNDOT 3138)COMPACTED SUBGRADE(100% OF STANDARDPROCTOR MAX. DRYDENSITY)PAVEMENT DESIGNTYPE WEAR (A) BASE (B) AGG.(C)NOTE:IF NO DESIGN IS DEFINED IN ABOVE CHART, SEEGEOTECH REPORT FOR FINAL PAVEMENT SECTION.IF DESIGN IS DEFINED IN ABOVE CHART, IT SHOULD BECONSIDERED FOR BIDDING PURPOSES ONLY. REFER TOGEOTECH FOR FINAL PAVEMENT SECTION.1LIGHT DUTY 1.5" 2" 8"HEAVY DUTY 2"2" 10"EXTERIOR SITE STAIR & HANDRAILN T SNOTES:1. SOIL TESTING, COMPACTION, AND BACKFILLING SHALL BE IN ACCORDANCE TO THE GEO-TECHNICALRECOMMENDATIONS OR AS SPECIFIED.2. SUBMIT RAILING SHOP DRAWINGS FOR REVIEW BY THE LANDSCAPE ARCHITECT PRIOR TO FABRICATION. COORDINATEFABRICATION OF RAILING WITH OTHER RAIL OR FENCE TYPES. SHOP DRAWINGS SHALL BE COMPLIANT WITH CURRENTADA ACCESSIBILITY REQUIREMENTS.3. COORDINATE INSTALLATION OF RETAINING WALL PRIOR TO INSTALLATION OF STAIRS-SEE RETAINING WALL DETAIL.4. NO SPACE SHALL BE ALLOWED BETWEEN STAIRS AND RETAINING WALL UNLESS OTHERWISE SHOWN. CONCRETE SHALLDIRECTLY ABUT FACE OF RETAINING WALL.8"VERIFY WALK WIDTHS WITH SITE PLAN.REGARDLESS OF SITE PLAN LAYOUT,ENSURE MIN. 36" BETWEEN HANDRAILS.18" TYP.SECTION12"TYP.FINISHED GRADE12"24" TYP 12" TYP.12"TREAD6" RISER 1%12"24"VARIES, SEE PLAN4" TYP. FROM EDGE OF CHEEKWALL TO CENTER OF RAIL.PLAN12"8" SEE PLANS 12" TYP.24"36"FINISHED GRADECOMPACTED SUBGRADE12" WIDE EXPANSION JOINT WITH SEALANT.8"L #4 STEEL DOWEL WITH SLEEVE (TYP.)PAVEMENT,SEE PLANS#4 REBAR AT 12" O.C.BOTH WAYS (TYP.)CORE AND GROUT RAIL INTO PLACE,MIN. 6" DEPTH.6" DEPTH, CLASS 5AGGREGATE BASECOORD. W/ARCH'LAND OWNER ONRAILING SELECTIONEXISTINGSTOOP8" WIDE CONC. CHEEKWALL (TYP.)TOP OFCHEEK WALL#3 REBAR AT EACH NOSING12" DIA. RADIUS (TYP.)BROOM FINISH TREADS PERPENDICULAR TO TRAFFICPROPOSEDGRADEBOTTOM OFCHEEK WALL TOBE 6" BELOWGRADECOORD. W/ARCH'LAND OWNER ONRAILING SELECTION5TRENCH DRAINN T SVARIESSEE PLAN8"10"6"6"8"10"8"6"6"EXPANSION JOINTCONCRETE SLAB ONGRADE, SEE SITE PLANFOR JOINTS#6 @ 2'-0" O.C.6#6 LONG'LSLOPE BOTTOM TOOUTLET, SEEGRADING PLANEXPANSION JOINTTRENCH DRAIN FRAME & COVERNEENAH R-4999-L2 OR APPROVEDEQUAL HEAVY DUTY GRATED COVER.GRATE COVER TO BE TYPE "L" SEEPLAN FOR TRENCH LENGTH4Received 2/12/25 Planning DivisionPage 1021 of 1184 72ND ST W(A Public R/W)FRANCE AVE S (A Public R/W)Sign[3] Easement for Flowage and Drainage Per Doc No. 1022380 [3] Easement for Flowage andDrainage Per Doc No. 1022380[4] Easement for Flowage andDrainage Per Doc No. 1022381[3] Easement for Accumulation, Collection, Storage, Detention and Ponding of Surface WaterPer Doc No. 1022380 PID: 3102824140031Address: 7205 Bristol Cir,Edina, MN 55435Owner: Stephen H BrownPID: 3102824140030Address: 7209 Bristol Cir,Edina, MN 55435Owner: Francis A FeistPID: 3102824140016Address: 7300 Gallagher Dr, Edina, MN 55435Owner: Edina 300 Ltd PartnershipPID: 3102824140015Address: 7250 France Ave S, Edina, MN 55435Owner: 7250 France Group LlcBroken Up Bituminous SurfaceConcreteFoundationConcreteFoundationConcrete Wall CellTowerChain Link Fence/Concrete PadEdge of WoodsChain Link Fence Edge ofWoodsBlock Wall Lies 0.5 Feet W of Property Line North line of the SE 1/4 of the NE 1/4 ofSection 31, Township 28, Range 24.WoodWallChainLinkFenceChainLinkFenceS00°11'54"E 268.50 N75°01'42"E 56.41N89°48'06"E 125.01N00°11'54"W 237.22 N89°57'11"W 300.00121.79Δ=14°46'26"R=472.32[5] Public RoadEasement perDoc. No. 1032483[2] Drainage and Utility Easement per Plat of OSCARROBERTS FIRST ADDITION [2] Drainage and Utility Easement per Platof OSCAR ROBERTS FIRST ADDITION[6] Highway SignalEasement per Doc. No's.1524065 & 1524066[7] Highway SignalEasement per Doc. No's.1524067 & 1524068Concrete FoundationOld Building WallOld Building Wall9" VCP (Rec)8" DIP (Rec)WaterServ (Rec)8" CIP (Rec) 12" RCP (Rec)15" RCP (Rec)15" RCP (Rec)GALLAGHER DR(A Public R/W)12" RCP (Rec)PID: 3102824140001Address: 7200 France Ave S, Edina, MN 55435Owner: France Property Partners LlcSign(C.S.A.H. NO. 17) Block WallConcreteWallAccessAccessBituminous Parking Lot Concrete Median Per Aerial Mapping Concrete Median Per Aerial Mapping 21 . 2 1 1515 [A] ConcreteDrivewayAccess CrossesProperty LineOld Building WallStone Wall 45' Side Setback 25' Front Setback (From Curb) 50' Front Setback (From Curb) Temp. Construction FenceTemp. Construction FencePARCEL 1PARCEL 3PARCEL 4[11] North/South Pathway perUnrecorded Easement Agreement Doc. [11] North/South Roadway per Unrecorded Easement Agreement Doc. [11] North/South Pathway per Unrecorded Easement Agreement Doc. [11] North/South Roadway per Unrecorded Easement Agreement Doc.[11] Plaza Area perUnrecorded Easement Agreement Doc.[11] Streetscape Area perUnrecorded Easement Agreement Doc.[11] Streetscape Area perUnrecorded Easement Agreement Doc.[13] Storm Water ManagementFacitlities perUnrecorded DeclarationPARCEL 2PARCEL 2 PARCEL 2 PARCEL 5INLET PROTECTION ATCATCH BASINS, TYPCONTRACTOR TO PROVIDEINLET PROTECTION AT ALLDOWNSTREAM CATCHBASINS.CONSTRUCTIONENTRANCECONSTRUCTIONENTRANCEPERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.PERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.PERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.INLET PROTECTION ATCATCH BASINS BEINGREMOVED7200 FRANCE AVE 7200 FRANCE AVE S, EDINA, MN 55435 6550 YORK AVE S SUITE 207, EDINA, MN 55435 ORION INVESTMENTS PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER: 21419.0102/07/2025.. .06/10/2024 CITY SUBMITTALDRAWN BY:REVIEWED BY:AM, BNDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202448776David J. KnaebleLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.02/07/25Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060. .. .. ..CITY SUBMITTALREVISION SUMMARYDATEDESCRIPTIONSW1.0SWPPP - EXISTINGCONDITIONS. .. .. .. .. .. .01" = 30'-0"30'-0"15'-0"N1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES.CITY OF EDINA EROSION CONTROL NOTES:SWPPP NOTES:Know what'sbelow.before you dig.CallRLEGEND:EX. 1' CONTOUR ELEVATION INTERVALINLET PROTECTIONSTABILIZED CONSTRUCTION ENTRANCEDRAINAGE ARROW1.0' CONTOUR ELEVATION INTERVALSILT FENCE / BIOROLL - GRADING LIMITEROSION CONTROL BLANKETALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, ANDMEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUMREQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURINGTHE COURSE OF CONSTRUCTION.1.ALL EXISTING UTILITY LOCATIONS SHOWN AREAPPROXIMATE. CONTACT "GOPHER STATE ONE CALL"(651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS,48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTORSHALL REPAIR OR REPLACE ANY UTILITIES THAT AREDAMAGED DURING CONSTRUCTION AT NO COST TO THEOWNER.2.THIS PROJECT IS MORE THAN ONE ACRE AND WILLREQUIRE AN MPCA NPDES PERMIT. CONTRACTOR ISRESPONSIBLE FOR OBTAINING ANY EROSION CONTROLPERMITS REQUIRED BY THE CITY.3.SEE SHEETS SW1.0 - SW1.6 FOR ALL EROSION CONTROLNOTES, DESCRIPTIONS, AND PRACTICES.4.SEE GRADING PLAN FOR ADDITIONAL GRADING ANDEROSION CONTROL NOTES.5.CONTRACTOR IS RESPONSIBLE FOR SWPPPIMPLEMENTATION, INSPECTIONS, AND COMPLIANCE WITHNPDES PERMIT.Received 2/12/25 Planning DivisionPage 1022 of 1184 72ND ST W(A Public R/W)FRANCE AVE S (A Public R/W) [3] Easement for Flowage andDrainage Per Doc No. 1022380 [3] Easement for Flowage andDrainage Per Doc No. 1022380[4] Easement for Flowage andDrainage Per Doc No. 1022381[3] Easement for Accumulation, Collection,Storage, Detention and Ponding of Surface WaterPer Doc No. 1022380 PID: 3102824140031Address: 7205 Bristol Cir,Edina, MN 55435Owner: Stephen H BrownPID: 3102824140030Address: 7209 Bristol Cir,Edina, MN 55435Owner: Francis A FeistPID: 3102824140016Address: 7300 Gallagher Dr, Edina, MN 55435Owner: Edina 300 Ltd PartnershipPID: 3102824140015Address: 7250 France Ave S, Edina, MN 55435Owner: 7250 France Group LlcEdge of WoodsEdge ofWoodsBlock Wall Lies 0.5 Feet W of Property Line North line of the SE 1/4 of the NE 1/4 ofSection 31, Township 28, Range 24.ChainLinkFenceS00°11'54"E 268.50 N75°01'42"E 56.41N89°48'06"E 125.01N00°11'54"W 237.22 N89°57'11"W 300.00121.79Δ=14°46'26"R=472.32[5] Public RoadEasement perDoc. No. 1032483[2] Drainage and UtilityEasement per Plat of OSCARROBERTS FIRST ADDITION [2] Drainage and Utility Easement per Platof OSCAR ROBERTS FIRST ADDITION[6] Highway SignalEasement per Doc. No's.1524065 & 1524066[7] Highway SignalEasement per Doc. No's.1524067 & 1524068Concrete Foundation9" VCP (Rec)8" DIP (Rec)WaterServ (Rec)8" CIP (Rec) 12" RCP (Rec)15" RCP (Rec)15" RCP (Rec)GALLAGHER DR(A Public R/W)12" RCP (Rec)PID: 3102824140001Address: 7200 France Ave S, Edina, MN 55435Owner: France Property Partners Llc(C.S.A.H. NO. 17)AccessAccessBituminous Parking Lot Concrete Median Per Aerial Mapping Concrete Median Per Aerial Mapping21.211515 [A] ConcreteDrivewayAccess CrossesProperty Line45' Side Setback 25' Front Setback (From Curb) 50' Front Setback (From Curb) Temp. Construction Fence PARCEL 1PARCEL 3PARCEL 4[11] North/South Pathway perUnrecorded Easement Agreement Doc. [11] North/South Roadway per Unrecorded Easement Agreement Doc. [11] North/South Pathway per Unrecorded Easement Agreement Doc. [11] North/South Roadway per Unrecorded Easement Agreement Doc.[11] Plaza Area perUnrecorded Easement Agreement Doc.[11] Streetscape Area perUnrecorded Easement Agreement Doc.[11] Streetscape Area perUnrecorded Easement Agreement Doc.[13] Storm Water ManagementFacitlities perUnrecorded DeclarationPARCEL 2PARCEL 2 PARCEL 2 PARCEL 5SS-1SOUTHSTAIR110EXITPASSAGEWAY112COFFEE118FUTURETENANT A109FUTURETENANT B113BUILDINGLOBBY102ELEC107IDF106MEN105WOMEN104JANITORNPS-1NORTHPARKINGSTAIR111MECHNS-1NORTHSTAIR113ACONFROOM117BIKELOUNGE112ASTORAGE116RESTROOM& SHOWER122OFFICE123OFFICE121CATERINGPREP120STORAGE115RESTROOM& SHOWERNOPARKINGEOF=845.66- 2 5/8"6.7%90'-90'-8"ELECROOMMOVE IN89'-4"845.33'846.67'100'-0"856.00'GARAGEFIRST FLOORINLET PROTECTION ATCATCH BASINS, TYPPROVIDE SILT FENCEAROUND BASIN ONCECONSTRUCTEDPLACE EROSIONCONTROL BLANKETON ALL SLOPES 4:1OR STEEPER, TYP.(MNDOTCATEGORY 3)CONTRACTOR TO PROVIDEINLET PROTECTION AT ALLDOWNSTREAM CATCHBASINS.CONSTRUCTIONENTRANCECONSTRUCTIONENTRANCEPERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.PERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.PERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.INLET PROTECTION ATCATCH BASINS, TYPINLET PROTECTION ATCATCH BASINS, TYP7200 FRANCE AVE 7200 FRANCE AVE S, EDINA, MN 55435 6550 YORK AVE S SUITE 207, EDINA, MN 55435 ORION INVESTMENTS PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER: 21419.0102/07/2025.. .06/10/2024 CITY SUBMITTALDRAWN BY:REVIEWED BY:AM, BNDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202448776David J. KnaebleLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.02/07/25Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060. .. .. ..CITY SUBMITTALREVISION SUMMARYDATEDESCRIPTIONSW1.1PH. 1 SWPPP -PROPOSEDCONDITIONS. .. .. .. .. .. .01" = 30'-0"30'-0"15'-0"NKnow what'sbelow.before you dig.CallRLEGEND:EX. 1' CONTOUR ELEVATION INTERVALINLET PROTECTIONSTABILIZED CONSTRUCTION ENTRANCEDRAINAGE ARROW1.0' CONTOUR ELEVATION INTERVALSILT FENCE / BIOROLL - GRADING LIMITEROSION CONTROL BLANKET1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES.CITY OF EDINA EROSION CONTROL NOTES:SWPPP NOTES:ALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, ANDMEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUMREQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURINGTHE COURSE OF CONSTRUCTION.1.ALL EXISTING UTILITY LOCATIONS SHOWN AREAPPROXIMATE. CONTACT "GOPHER STATE ONE CALL"(651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS,48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTORSHALL REPAIR OR REPLACE ANY UTILITIES THAT AREDAMAGED DURING CONSTRUCTION AT NO COST TO THEOWNER.2.THIS PROJECT IS MORE THAN ONE ACRE AND WILLREQUIRE AN MPCA NPDES PERMIT. CONTRACTOR ISRESPONSIBLE FOR OBTAINING ANY EROSION CONTROLPERMITS REQUIRED BY THE CITY.3.SEE SHEETS SW1.0 - SW1.6 FOR ALL EROSION CONTROLNOTES, DESCRIPTIONS, AND PRACTICES.4.SEE GRADING PLAN FOR ADDITIONAL GRADING ANDEROSION CONTROL NOTES.5.CONTRACTOR IS RESPONSIBLE FOR SWPPPIMPLEMENTATION, INSPECTIONS, AND COMPLIANCE WITHNPDES PERMIT.Received 2/12/25 Planning DivisionPage 1023 of 1184 7200 FRANCE AVE 7200 FRANCE AVE S, EDINA, MN 55435 6550 YORK AVE S SUITE 207, EDINA, MN 55435 ORION INVESTMENTS PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER: 21419.0102/07/2025.. .06/10/2024 CITY SUBMITTALDRAWN BY:REVIEWED BY:AM, BNDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202448776David J. KnaebleLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.02/07/25Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060. .. .. ..CITY SUBMITTALREVISION SUMMARYDATEDESCRIPTIONSW1.2SWPPP - DETAILS. .. .. .. .. .. .OVERFLOW AT TOP OFFILTER ASSEMBLYOVERFLOW IS 12 OF THE CURBBOX HEIGHTHIGH-FLOW FABRICFILTER ASSEMBLY DIAMETER, 6"ON-GRADE 10" AT LOW POINTEXISTING CURB, PLATE, BOX,AND GRATENOTES:1. REPLACE INLET GRATE UPON COMPLETE INSTALLATION OF INLET PROTECTION FABRIC.2. CONTRACTOR SHALL REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM THE SURFACE OF THE SYSTEMAFTER EACH STORM EVENT AND AT THE COMPLETION OF THE CONTRACT.3. REFERENCE APPLE VALLEY STANDARD PLATE ERO-4C.CURB INLET FILTERN T S1PROFILE6" MIN CRUSHED STONE75' MINIMUMPLANFINISHEDGRADETO CONSTRUCTION AREA35' REXISTINGUNDISTURBEDROADWAYN T S30' FROM EDGE OF ROADTO FRONT OF SPEED BUMPGEOTEXTILE FILTERFABRIC4" HIGH, 18" WIDESPEED BUMPSTABILIZED CONSTRUCTION ACCESS24' (MIN)NOTES:1.PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND UNDISTURBEDROADWAY.2.THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENTONTO UNDISTURBED ROADWAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR ADDINGSTONE TO THE LENGTH OF THE ENTRANCE.3.REPAIR AND CLEANOUT MEASURES USED TO TRAP SEDIMENT.4.ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO UNDISTURBED ROADWAY SHALL BE REMOVED ASDIRECTED BY THE ENGINEER.5.FINAL LOCATION AND INSTALLATION SHALL BE COORDINATED WITH THE CITY PRIOR TO CONSTRUCTION ACTIVITIES.6.CRUSHED STONE SHALL BE 1-1/2" DIA. CLOSE GRADED, AND IN ACCORDANCE TO MNDOT SECTION 2118.EXISTING UNDISTURBED ROADWAY35' RTO CONSTRUCTIONAREA2TAMP THE TRENCH FULL OF SOIL.SECURE WITH ROW OF STAPLES,10" SPACING, 4" DOWN FROMTRENCHOVERLAP: BURY UPPER ENDOF LOWER STRIP AS IN 'A'AND 'B'. OVERLAP END OFTOP STRIP 4" AND STAPLE.EROSION STOP: FOLD OF MATTINGBURIED IN SILT TRENCH ANDTAMPED. DOUBLEROW OFSTAPLES.PLACE STAPLES 2 FEET APARTTO KEEP MATTING FIRMLYPRESSED TO SOIL.'D''C''B'BURY THE TOP END OF THEMATTING IN A TRENCH 4" ORMORE IN DEPTHTYPICAL STAPLE #8GAUGE WIRE1 1/2"10"OVERFALL'E''A'NOTE:1. PLACE STAPLES 2 FEET APART TOKEEP MATTING FIRMLY PRESSED TOSOIL.EROSION BLANKETN T S3FILTER FABRIC AS SPECIFIEDEXISTING GROUNDSURFACEDIRECTION OF FLOWWOODEN STAKES 1/2"X2"X16" MIN. PLACED 10' O.C.WHEN INSTALLED ON GROUND. IF INSTALLED ONPVMT. PROVIDE SANDBAGS BEHIND AND ON TOP ATMIN. 10' O.C.8" MIN.SEDIMENT BIO-ROLL / COMPOST FILTER LOGN T SFILLER AS SPECIFIEDNOTE:1. COMPOST FILTER LOGS (BIO ROLLS) SHALL BE FILTREXX EROSION CONTROL SOXX OR APPROVED EQUAL.2. COMPOST FILLER TO BE MADE FROM A COMPOST BLEND 30%-40% GRADE 2 (SPEC 3890) AND 60%-70%PARTIALLY DECOMPOSED WOOD CHIPS, PER MNDOT SPEC 3897.3. FILTER FABRIC SHALL BE GEOTEXTILE KNITTED MATERIAL WITH MAX. OPENINGS OF 3/8".4. IF MULTIPLE ROLLS NEEDED, OVERLAP BY MIN. 12" AT ENDS AND STAKE.5. SILT SHALL BE REMOVED ONCE IT REACHES 80% OF THE HEIGHT OF THE ROLL OR AS DEEMED NECESSARYBY SITE CONTRACTOR TO MAINTAIN PROPER FUNCTION.FILL UPSTREAM BASE EDGE WITH2" OF DIRT OR COMPOST TOEMBED ROLL.4FILTER FABRIC WITH WIRE SUPPORT NETAS SPECIFIED.METAL POST ASSPECIFIED.FILTER FABRIC AS SPECIFIED SECURETO WIRE SUPPORT NET WITH METALCLIPS 12"O.C.SUPPORT NET: 12 GAUGE 4" x 4"WIRE HOOKED ONTOPREFORMED CHANNELS ONPOSTS AS SPECIFIED.EXISTING GROUNDSURFACECARRY WIRE SUPPORT NETDOWN INTO TRENCHDIRECTION OF FLOWANCHOR FABRIC WITHSOIL, TAMP BACKFILLMETAL POSTS 8'-0" O.C.MAX.24" 24" 24"MIN. 6"6"SEDIMENT FENCEN T S5Received 2/12/25 Planning DivisionPage 1024 of 1184 7200 FRANCE AVE 7200 FRANCE AVE S, EDINA, MN 55435 6550 YORK AVE S SUITE 207, EDINA, MN 55435 ORION INVESTMENTS PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER: 21419.0102/07/2025.. .06/10/2024 CITY SUBMITTALDRAWN BY:REVIEWED BY:AM, BNDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202448776David J. KnaebleLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.02/07/25Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060. .. .. ..CITY SUBMITTALREVISION SUMMARYDATEDESCRIPTIONSW1.3SWPPP - NARRATIVE. .. .. .. .. .. .OWNER INFORMATIONTRAINING SECTION 21PARTY RESPONSIBLE FOR LONG TERM OPERATION AND MAINTENANCE OF PERMANENTSTORM WATER MANAGEMENT SYSTEMPERMANENT STORMWATER MANAGEMENT IS NOT REQUIRED AS PART OF THIS PROJECT TO MEET NPDES PERMIT REQUIREMENTS. THEPROPERTY OWNER IS RESPONSIBLE FOR THE LONG TERM OPERATION AND MAINTENANCE OF THE PROPOSED STORMWATER SYSTEM.AREAS AND QUANTITIES:SWPPP CONTACT PERSONCONTRACTOR:SWPPP INSPECTOR TRAINING:ALL SWPPP INSPECTIONS MUST BE PERFORMED BY APERSON THAT MEETS THE TRAINING REQUIREMENTS OF THENPDES CONSTRUCTION SITE PERMIT.TRAINING CREDENTIALS SHALL BE PROVIDED BY THECONTRACTOR AND KEPT ON SITE WITH THE SWPPPNOTE: QUANTITIES ARE FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR SHALL DETERMINE FOR THEMSELVES THE EXACTQUANTITIES FOR BIDDING AND CONSTRUCTION.PROJECT NARRATIVE:PROJECT IS A REDEVELOPMENT OF TWO EXISTING COMMERCIAL OFFICE BUILDINGS INTO NEW COMMERCIAL BUILDINGS, SITE AND LANDSCAPEIMPROVEMENTS WILL OCCUR.NATIVE BUFFER NARRATIVE:PRESERVING A 50' NATURAL BUFFER AROUND WATER BODIES IS NOT REQUIRED AS PART OF THIS PROJECT BECAUSE WATER BODIES ARE NOTLOCATED ON SITE.INFILTRATION NARRATIVE:INFILTRATION IS NOT REQUIRED AS PART OF THE PROJECT BECAUSE PERMANENT STORM WATER MANAGEMENT IS NOT REQUIRED.SOIL CONTAMINATION NARRATIVE:SOILS ONSITE HAVE NOT BEEN IDENTIFIED AS CONTAMINATED.SPECIAL TMDL BMP REQUIREMENTS SITE SPECIFIC (IF REQUIRED):THIS PROJECT IS WITHIN ONE MILE AND DISCHARGES TO LAKE EDINA AND NINEMILE CREEK. LAKE EDINA AND NINEMILE CREEK ARE IDENTIFIED ASAN IMPAIRED WATER BODY PER THE MPCA'S 303(D) IMPAIRED WATERS LIST. LAKE EDINA IS IMPAIRED FOR NUTRIENTS AND NINEMILE CREEK ISIMPAIRED FOR BENTHIC MACROINVERTEBRATES, BIOASSESSMENTS AND FISH BIOASSESSMENTS. BECAUSE THESE WATER BODIES ARE LOCATEDWITHIN ONE MILE OF THE SITE, BMPS AS DEFINED IN THE NPDES PERMIT ITEMS 23.9 AND 23.10 APPLY. THESE ARE AS FOLLOWS:1.DURING CONSTRUCTION:A.STABILIZATION OF ALL EXPOSED SOIL AREAS MUST BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION BUT IN NO CASE COMPLETEDLATER THAN SEVEN (7) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLYCEASED.B.TEMPORARY SEDIMENT BASIN REQUIREMENTS DESCRIBED IN SECTION 14. MUST BE USED FOR COMMON DRAINAGE LOCATIONS THATSERVE AN AREA WITH FIVE (5) OR MORE ACRES DISTURBED AT ONE TIME.PERMANENT STABILIZATION NOTES SITE SPECIFIC:PERMANENT SEED MIX·FOR THIS PROJECT ALL AREAS THAT ARE NOT TO BE SODDED OR LANDSCAPED SHALL RECEIVE A NATIVE PERMANENT SEED MIX.··AREAS IN BUFFERS AND ADJACENT TO OR IN WET AREAS MNDOT SEED MIX 33-261 (STORMWATER SOUTH AND WEST) AT 35 LBS PERACRE.··DRY AREAS MNDOT SEED MIX 35-221 (DRY PRAIRIE GENERAL) AT 40 LBS PER ACRE.·MAINTENANCE SHALL BE IN ACCORDANCE TO THE MNDOT SEEDING MANUAL.SUPPLEMENTARY SITE SPECIFIC EROSION CONTROL NOTES:THESE NOTES SUPERCEDE ANY GENERAL SWPPP NOTES.THIS PROJECT IS GREATER THAN 1.0 ACRES SO AN NPDES PERMIT IS REQUIRED AND NEEDS TO BE SUBMITTED TO THE MPCA. THECONTRACTOR IS REQUIRED TO FOLLOW THE GUIDELINES IN THE NPDES PERMIT THROUGHOUT CONSTRUCTION.SWPPP ATTACHMENTS (ONLY APPLICABLE IF SITE IS 1 ACRE OR GREATER):CONTRACTOR SHALL OBTAIN A COPY OF THE FOLLOWING SWPPP ATTACHMENTS WHICH ARE A PART OF THE OVERALL SWPPP PACKAGE:ATTACHMENT A. CONSTRUCTION SWPPP TEMPLATE - SITE SPECIFIC SWPPP DOCUMENTATTACHMENT B. CONSTRUCTION STORMWATER INSPECTION CHECKLISTATTACHMENT C. MAINTENANCE PLAN FOR PERMANENT STORM WATER TREATMENT SYSTEMSATTACHMENT D: STORMWATER MANAGEMENT REPORT - ON FILE AT THE OFFICE OF PROJECT ENGINEER. AVAILABLE UPON REQUEST.ATTACHMENT E: GEOTECHNICAL EVALUATION REPORT - ON FILE AT THE OFFICE OF PROJECT ENGINEER. AVAILABLE UPON REQUEST.THE CONTRACTOR AND ALL SUBCONTRACTORS INVOLVED WITH A CONSTRUCTION ACTIVITY THAT DISTURBS SITE SOIL OR WHO IMPLEMENT A POLLUTANT CONTROL MEASURE IDENTIFIED IN THE STORM WATER POLLUTIONPREVENTION PLAN (SWPPP) MUST COMPLY WITH THE REQUIREMENTS OF THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT (DATED AUGUST 1, 2018 # MNR100001) AND ANY LOCALGOVERNING AGENCY HAVING JURISDICTION CONCERNING EROSION AND SEDIMENTATION CONTROL.STORMWATER DISCHARGE DESIGN REQUIREMENTSSWPPPTHE NATURE OF THIS PROJECT WILL BE CONSISTENT WITH WHAT IS REPRESENTED IN THIS SET OF CONSTRUCTION PLANS AND SPECIFICATIONS. SEE THE SWPPP PLAN SHEETS AND SWPPP NARRATIVE (ATTACHMENT A:CONSTRUCTION SWPPP TEMPLATE) FOR ADDITIONAL SITE SPECIFIC SWPPP INFORMATION. THE PLANS SHOW LOCATIONS AND TYPES OF ALL TEMPORARY AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROLBMP'S. STANDARD DETAILS ARE ATTACHED TO THIS SWPPP DOCUMENT.THE INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES IS AS FOLLOWS:1. INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE2. INSTALLATION OF SILT FENCE AROUND SITE3. INSTALL ORANGE CONSTRUCTION FENCING AROUND INFILTRATION AREAS4. INSTALL INLET PROTECTION AT ALL ADJACENT AND DOWNSTREAM CATCH BASINS5. CLEAR AND GRUB FOR TEMPORARY SEDIMENT BASIN / POND INSTALL6. CONSTRUCT TEMPORARY SEDIMENT BASIN / POND (SECTION 14)7. CLEAR AND GRUB REMAINDER OF SITE8. STRIP AND STOCKPILE TOPSOIL9. ROUGH GRADING OF SITE10. STABILIZE DENUDED AREAS AND STOCKPILES11. INSTALL SANITARY SEWER, WATER MAIN STORM SEWER AND SERVICES12. INSTALL SILT FENCE / INLET PROTECTION AROUND CB'S13. INSTALL STREET SECTION14. INSTALL CURB AND GUTTER15. BITUMINOUS ON STREETS16. FINAL GRADE BOULEVARD, INSTALL SEED AND MULCH17. REMOVE ACCUMULATED SEDIMENT FROM BASIN / POND18. FINAL GRADE POND / INFILTRATION BASINS (DO NOT COMPACT SOILS IN INFILTRATION AREAS.)19. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED BY EITHER SEED OR SOD/LANDSCAPING, REMOVE SILT FENCE AND RESEED ANY AREAS DISTURBED BY THE REMOVAL.RECORDS RETENTION:THE SWPPP (ORIGINAL OR COPIES) INCLUDING, ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCE RECORDS MUST BE KEPT AT THE SITE DURING CONSTRUCTION BY THE PERMITTEE WHO HAS OPERATIONALCONTROL OF THAT PORTION OF THE SITE. THE SWPPP CAN BE KEPT IN EITHER THE FIELD OFFICE OR IN AN ON SITE VEHICLE DURING NORMAL WORKING HOURS.ALL OWNER(S) MUST KEEP THE SWPPP, ALONG WITH THE FOLLOWING ADDITIONAL RECORDS, ON FILE FOR THREE (3) YEARS AFTER SUBMITTAL OF THE NOT AS OUTLINED IN SECTION 4. THIS DOES NOT INCLUDE ANYRECORDS AFTER SUBMITTAL OF THE NOT.1.THE FINAL SWPPP;2.ANY OTHER STORMWATER RELATED PERMITS REQUIRED FOR THE PROJECT;3.RECORDS OF ALL INSPECTION AND MAINTENANCE CONDUCTED DURING CONSTRUCTION (SEE SECTION 11, INSPECTIONS AND MAINTENANCE);4.ALL PERMANENT OPERATION AND MAINTENANCE AGREEMENTS THAT HAVE BEEN IMPLEMENTED, INCLUDING ALL RIGHT OF WAY, CONTRACTS, COVENANTS AND OTHER BINDING REQUIREMENTS REGARDING PERPETUALMAINTENANCE; AND5.ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT STORMWATER MANAGEMENT SYSTEMS.SWPPP IMPLEMENTATION RESPONSIBILITIES:1.THE OWNER AND CONTRACTOR ARE PERMITTEE(S) AS IDENTIFIED BY THE NPDES PERMIT.2.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ON-SITE IMPLEMENTATION OF THE SWPPP, INCLUDING THE ACTIVITIES OF ALL OF THE CONTRACTOR'S SUBCONTRACTORS.3.CONTRACTOR SHALL PROVIDE A PERSON(S) KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OF EROSION PREVENTION AND SEDIMENT CONTROL BMPS TO OVERSEE ALL INSTALLATION AND MAINTENANCE OFBMPS AND IMPLEMENTATION OF THE SWPPP.4.CONTRACTOR SHALL PROVIDE PERSON(S) MEETING THE TRAINING REQUIREMENTS OF THE NPDES PERMIT TO CONDUCT INSPECTION AND MAINTENANCE OF ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS INACCORDANCE WITH THE REQUIREMENTS OF THE PERMIT. ONE OF THESE INDIVIDUAL(S) MUST BE AVAILABLE FOR AN ONSITE INSPECTION WITHIN 72 HOURS UPON REQUEST BY MPCA. CONTRACTOR SHALL PROVIDETRAINING DOCUMENTATION FOR THESE INDIVIDUAL(S) AS REQUIRED BY THE NPDES PERMIT. THIS TRAINING DOCUMENTATION SHALL BE RECORDED IN OR WITH THE SWPPP BEFORE THE START OF CONSTRUCTION ORAS SOON AS THE PERSONNEL FOR THE PROJECT HAVE BEEN DETERMINED. DOCUMENTATION SHALL INCLUDE:4.1.NAMES OF THE PERSONNEL ASSOCIATED WITH THE PROJECT THAT ARE REQUIRED TO BE TRAINED PER SECTION 21 OF THE PERMIT.4.2.DATES OF TRAINING AND NAME OF INSTRUCTOR AND ENTITY PROVIDING TRAINING.4.3.CONTENT OF TRAINING COURSE OR WORKSHOP INCLUDING THE NUMBER OF HOURS OF TRAINING.5.FOLLOWING FINAL STABILIZATION AND THE TERMINATION OF COVERAGE FOR THE NPDES PERMIT, THE OWNER IS EXPECTED TO FURNISH LONG TERM OPERATION AND MAINTENANCE (O & M) OF THE PERMANENT STORMWATER MANAGEMENT SYSTEM.CONSTRUCTION ACTIVITY REQUIREMENTSSWPPP AMENDMENTS (SECTION 6):1.ONE OF THE INDIVIDUALS DESCRIBED IN ITEM 21.2.A OR ITEM 21.2.B OR ANOTHER QUALIFIED INDIVIDUAL MUST COMPLETE ALL SWPPP CHANGES. CHANGES INVOLVING THE USE OF A LESS STRINGENT BMP MUSTINCLUDE A JUSTIFICATION DESCRIBING HOW THE REPLACEMENT BMP IS EFFECTIVE FOR THE SITE CHARACTERISTICS.2.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER THERE IS A CHANGE IN DESIGN,CONSTRUCTION, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS HAVING A SIGNIFICANT EFFECT ON THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER.3.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER INSPECTIONS OR INVESTIGATIONS BYTHE SITE OWNER OR OPERATOR, USEPA OR MPCA OFFICIALS INDICATE THE SWPPP IS NOT EFFECTIVE IN ELIMINATING OR SIGNIFICANTLY MINIMIZING THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS ORGROUNDWATER OR THE DISCHARGES ARE CAUSING WATER QUALITY STANDARD EXCEEDANCES (E.G., NUISANCE CONDITIONS AS DEFINED IN MINN. R. 7050.0210, SUBP. 2) OR THE SWPPP IS NOT CONSISTENT WITH THEOBJECTIVES OF A USEPA APPROVED TMDL.BMP SELECTION AND INSTALLATION (SECTION 7):1.PERMITTEES MUST SELECT, INSTALL, AND MAINTAIN THE BMPS IDENTIFIED IN THE SWPPP AND IN THIS PERMIT IN AN APPROPRIATE AND FUNCTIONAL MANNER AND IN ACCORDANCE WITH RELEVANT MANUFACTURERSPECIFICATIONS AND ACCEPTED ENGINEERING PRACTICES.EROSION PREVENTION (SECTION 8):1.BEFORE WORK BEGINS, PERMITTEES MUST DELINEATE THE LOCATION OF AREAS NOT TO BE DISTURBED.2.PERMITTEES MUST MINIMIZE THE NEED FOR DISTURBANCE OF PORTIONS OF THE PROJECT WITH STEEP SLOPES. WHEN STEEP SLOPES MUST BE DISTURBED, PERMITTEES MUST USE TECHNIQUES SUCH AS PHASINGAND STABILIZATION PRACTICES DESIGNED FOR STEEP SLOPES (E.G., SLOPE DRAINING AND TERRACING).3.PERMITTEES MUST STABILIZE ALL EXPOSED SOIL AREAS, INCLUDING STOCKPILES. STABILIZATION MUST BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION WHEN CONSTRUCTION ACTIVITY HAS PERMANENTLY ORTEMPORARILY CEASED ON ANY PORTION OF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 14 CALENDAR DAYS. STABILIZATION MUST BE COMPLETED NO LATER THAN 14 CALENDAR DAYS AFTER THECONSTRUCTION ACTIVITY HAS CEASED. STABILIZATION IS NOT REQUIRED ON CONSTRUCTED BASE COMPONENTS OF ROADS, PARKING LOTS AND SIMILAR SURFACES. STABILIZATION IS NOT REQUIRED ON TEMPORARYSTOCKPILES WITHOUT SIGNIFICANT SILT, CLAY OR ORGANIC COMPONENTS (E.G., CLEAN AGGREGATE STOCKPILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES) BUT PERMITTEES MUST PROVIDE SEDIMENTCONTROLS AT THE BASE OF THE STOCKPILE.4.FOR PUBLIC WATERS THAT THE MINNESOTA DNR HAS PROMULGATED "WORK IN WATER RESTRICTIONS" DURING SPECIFIED FISH SPAWNING TIME FRAMES, PERMITTEES MUST COMPLETE STABILIZATION OF ALL EXPOSEDSOIL AREAS WITHIN 200 FEET OF THE WATER'S EDGE, AND THAT DRAIN TO THESE WATERS, WITHIN 24 HOURS DURING THE RESTRICTION PERIOD.5.PERMITTEES MUST STABILIZE THE NORMAL WETTED PERIMETER OF THE LAST 200 LINEAR FEET OF TEMPORARY OR PERMANENT DRAINAGE DITCHES OR SWALES THAT DRAIN WATER FROM THE SITE WITHIN 24 HOURSAFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE. PERMITTEES MUST COMPLETE STABILIZATION OF REMAINING PORTIONS OF TEMPORARY OR PERMANENT DITCHES OR SWALES WITHIN 14 CALENDARDAYS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE AND CONSTRUCTION IN THAT PORTION OF THE DITCH TEMPORARILY OR PERMANENTLY CEASES.6.TEMPORARY OR PERMANENT DITCHES OR SWALES BEING USED AS A SEDIMENT CONTAINMENT SYSTEM DURING CONSTRUCTION (WITH PROPERLY DESIGNED ROCK-DITCH CHECKS, BIO ROLLS, SILT DIKES, ETC.) DO NOTNEED TO BE STABILIZED. PERMITTEES MUST STABILIZE THESE AREAS WITHIN 24 HOURS AFTER THEIR USE AS A SEDIMENT CONTAINMENT SYSTEM CEASES7.PERMITTEES MUST NOT USE MULCH, HYDROMULCH, TACKIFIER, POLYACRYLAMIDE OR SIMILAR EROSION PREVENTION PRACTICES WITHIN ANY PORTION OF THE NORMAL WETTED PERIMETER OF A TEMPORARY ORPERMANENT DRAINAGE DITCH OR SWALE SECTION WITH A CONTINUOUS SLOPE OF GREATER THAN 2 PERCENT.8.PERMITTEES MUST PROVIDE TEMPORARY OR PERMANENT ENERGY DISSIPATION AT ALL PIPE OUTLETS WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER OR PERMANENT STORMWATER TREATMENTSYSTEM.9.PERMITTEES MUST NOT DISTURB MORE LAND (I.E., PHASING) THAN CAN BE EFFECTIVELY INSPECTED AND MAINTAINED IN ACCORDANCE WITH SECTION 11.SEDIMENT CONTROL (SECTION 9):1.PERMITTEES MUST ESTABLISH SEDIMENT CONTROL BMPS ON ALL DOWNGRADIENT PERIMETERS OF THE SITE AND DOWNGRADIENT AREAS OF THE SITE THAT DRAIN TO ANY SURFACE WATER, INCLUDING CURB ANDGUTTER SYSTEMS. PERMITTEES MUST LOCATE SEDIMENT CONTROL PRACTICES UPGRADIENT OF ANY BUFFER ZONES. PERMITTEES MUST INSTALL SEDIMENT CONTROL PRACTICES BEFORE ANY UPGRADIENTLAND-DISTURBING ACTIVITIES BEGIN AND MUST KEEP THE SEDIMENT CONTROL PRACTICES IN PLACE UNTIL THEY ESTABLISH PERMANENT COVER.2.IF DOWNGRADIENT SEDIMENT CONTROLS ARE OVERLOADED, BASED ON FREQUENT FAILURE OR EXCESSIVE MAINTENANCE REQUIREMENTS, PERMITTEES MUST INSTALL ADDITIONAL UPGRADIENT SEDIMENT CONTROLPRACTICES OR REDUNDANT BMPS TO ELIMINATE THE OVERLOADING AND AMEND THE SWPPP TO IDENTIFY THESE ADDITIONAL PRACTICES AS REQUIRED IN ITEM 6.3.3.TEMPORARY OR PERMANENT DRAINAGE DITCHES AND SEDIMENT BASINS DESIGNED AS PART OF A SEDIMENT CONTAINMENT SYSTEM (E.G., DITCHES WITH ROCK-CHECK DAMS) REQUIRE SEDIMENT CONTROL PRACTICESONLY AS APPROPRIATE FOR SITE CONDITIONS.4.A FLOATING SILT CURTAIN PLACED IN THE WATER IS NOT A SEDIMENT CONTROL BMP TO SATISFY ITEM 9.2 EXCEPT WHEN WORKING ON A SHORELINE OR BELOW THE WATERLINE. IMMEDIATELY AFTER THE SHORT TERMCONSTRUCTION ACTIVITY (E.G., INSTALLATION OF RIP RAP ALONG THE SHORELINE) IN THAT AREA IS COMPLETE, PERMITTEES MUST INSTALL AN UPLAND PERIMETER CONTROL PRACTICE IF EXPOSED SOILS STILL DRAINTO A SURFACE WATER.5.PERMITTEES MUST RE-INSTALL ALL SEDIMENT CONTROL PRACTICES ADJUSTED OR REMOVED TO ACCOMMODATE SHORT-TERM ACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES, IMMEDIATELYAFTER THE SHORT-TERM ACTIVITY IS COMPLETED. PERMITTEES MUST RE-INSTALL SEDIMENT CONTROL PRACTICES BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE SHORT-TERM ACTIVITY IS NOT COMPLETE.6.PERMITTEES MUST PROTECT ALL STORM DRAIN INLETS USING APPROPRIATE BMPS DURING CONSTRUCTION UNTIL THEY ESTABLISH PERMANENT COVER ON ALL AREAS WITH POTENTIAL FOR DISCHARGING TO THEINLET.7.PERMITTEES MAY REMOVE INLET PROTECTION FOR A PARTICULAR INLET IF A SPECIFIC SAFETY CONCERN (E.G. STREET FLOODING/FREEZING) IS IDENTIFIED BY THE PERMITTEES OR THE JURISDICTIONAL AUTHORITY(E.G., CITY/COUNTY/TOWNSHIP/MINNESOTA DEPARTMENT OF TRANSPORTATION ENGINEER). PERMITTEES MUST DOCUMENT THE NEED FOR REMOVAL IN THE SWPPP.8.PERMITTEES MUST PROVIDE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS AT THE BASE OF STOCKPILES ON THE DOWNGRADIENT PERIMETER.9.PERMITTEES MUST LOCATE STOCKPILES OUTSIDE OF NATURAL BUFFERS OR SURFACE WATERS, INCLUDING STORMWATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS UNLESS THERE IS A BYPASS IN PLACEFOR THE STORMWATER. 10. PERMITTEES MUST INSTALL A VEHICLE TRACKING BMP TO MINIMIZE THE TRACK OUT OF SEDIMENT FROM THE CONSTRUCTION SITE OR ONTO PAVED ROADS WITHIN THE SITE. 11. PERMITTEES MUST USE STREET SWEEPING IF VEHICLE TRACKING BMPS ARE NOT ADEQUATE TO PREVENT SEDIMENT TRACKING ONTO THE STREET. 12. PERMITTEES MUST INSTALL TEMPORARY SEDIMENT BASINS AS REQUIRED IN SECTION 14. 13. IN ANY AREAS OF THE SITE WHERE FINAL VEGETATIVE STABILIZATION WILL OCCUR, PERMITTEES MUST RESTRICT VEHICLE AND EQUIPMENT USE TO MINIMIZE SOIL COMPACTION. 14. PERMITTEES MUST PRESERVE TOPSOIL ON THE SITE, UNLESS INFEASIBLE. 15. PERMITTEES MUST DIRECT DISCHARGES FROM BMPS TO VEGETATED AREAS UNLESS INFEASIBLE. 16. PERMITTEES MUST PRESERVE A 50 FOOT NATURAL BUFFER OR, IF A BUFFER IS INFEASIBLE ON THE SITE, PROVIDE REDUNDANT (DOUBLE) PERIMETER SEDIMENT CONTROLS WHEN A SURFACE WATER IS LOCATEDWITHIN 50 FEET OF THE PROJECT'S EARTH DISTURBANCES AND STORMWATER FLOWS TO THE SURFACE WATER. PERMITTEES MUST INSTALL PERIMETER SEDIMENT CONTROLS AT LEAST 5 FEET APART UNLESS LIMITEDBY LACK OF AVAILABLE SPACE. NATURAL BUFFERS ARE NOT REQUIRED ADJACENT TO ROAD DITCHES, JUDICIAL DITCHES, COUNTY DITCHES, STORMWATER CONVEYANCE CHANNELS, STORM DRAIN INLETS, ANDSEDIMENT BASINS. IF PRESERVING THE BUFFER IS INFEASIBLE, PERMITTEES MUST DOCUMENT THE REASONS IN THE SWPPP. SHEET PILING IS A REDUNDANT PERIMETER CONTROL IF INSTALLED IN A MANNER THATRETAINS ALL STORMWATER. 17. PERMITTEES MUST USE POLYMERS, FLOCCULANTS, OR OTHER SEDIMENTATION TREATMENT CHEMICALS IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICES, DOSING SPECIFICATIONS AND SEDIMENT REMOVALDESIGN SPECIFICATIONS PROVIDED BY THE MANUFACTURER OR SUPPLIER. THE PERMITTEES MUST USE CONVENTIONAL EROSION AND SEDIMENT CONTROLS PRIOR TO CHEMICAL ADDITION AND MUST DIRECT TREATEDSTORMWATER TO A SEDIMENT CONTROL SYSTEM FOR FILTRATION OR SETTLEMENT OF THE FLOC PRIOR TO DISCHARGE.DEWATERING AND BASIN DRAINING (SECTION 10):1.PERMITTEES MUST DISCHARGE TURBID OR SEDIMENT-LADEN WATERS RELATED TO DEWATERING OR BASIN DRAINING (E.G., PUMPED DISCHARGES, TRENCH/DITCH CUTS FOR DRAINAGE) TO A TEMPORARY ORPERMANENT SEDIMENT BASIN ON THE PROJECT SITE UNLESS INFEASIBLE. PERMITTEES MAY DEWATER TO SURFACE WATERS IF THEY VISUALLY CHECK TO ENSURE ADEQUATE TREATMENT HAS BEEN OBTAINED ANDNUISANCE CONDITIONS (SEE MINN. R. 7050.0210, SUBP. 2) WILL NOT RESULT FROM THE DISCHARGE. IF PERMITTEES CANNOT DISCHARGE THE WATER TO A SEDIMENTATION BASIN PRIOR TO ENTERING A SURFACEWATER, PERMITTEES MUST TREAT IT WITH APPROPRIATE BMPS SUCH THAT THE DISCHARGE DOES NOT ADVERSELY AFFECT THE SURFACE WATER OR DOWNSTREAM PROPERTIES.2.IF PERMITTEES MUST DISCHARGE WATER CONTAINING OIL OR GREASE, THEY MUST USE AN OIL-WATER SEPARATOR OR SUITABLE FILTRATION DEVICE (E.G., CARTRIDGE FILTERS, ABSORBENTS PADS) PRIOR TODISCHARGE.3.PERMITTEES MUST DISCHARGE ALL WATER FROM DEWATERING OR BASIN-DRAINING ACTIVITIES IN A MANNER THAT DOES NOT CAUSE EROSION OR SCOUR IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS ORINUNDATION OF WETLANDS IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS THAT CAUSES SIGNIFICANT ADVERSE IMPACT TO THE WETLAND.4.IF PERMITTEES USE FILTERS WITH BACKWASH WATER, THEY MUST HAUL THE BACKWASH WATER AWAY FOR DISPOSAL, RETURN THE BACKWASH WATER TO THE BEGINNING OF THE TREATMENT PROCESS, ORINCORPORATE THE BACKWASH WATER INTO THE SITE IN A MANNER THAT DOES NOT CAUSE EROSION.INSPECTIONS AND MAINTENANCE (SECTION 11):1.PERMITTEES MUST ENSURE A TRAINED PERSON, AS IDENTIFIED IN ITEM 21.2.B, WILL INSPECT THE ENTIRE CONSTRUCTION SITE AT LEAST ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24HOURS AFTER A RAINFALL EVENT GREATER THAN 1/2 INCH IN 24 HOURS.2.PERMITTEES MUST INSPECT AND MAINTAIN ALL PERMANENT STORMWATER TREATMENT BMPS.3.PERMITTEES MUST INSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS AND POLLUTION PREVENTION MANAGEMENT MEASURES TO ENSURE INTEGRITY AND EFFECTIVENESS. PERMITTEES MUST REPAIR,REPLACE OR SUPPLEMENT ALL NONFUNCTIONAL BMPS WITH FUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY UNLESS ANOTHER TIME FRAME IS SPECIFIED IN ITEM 11.5 OR 11.6.PERMITTEES MAY TAKE ADDITIONAL TIME IF FIELD CONDITIONS PREVENT ACCESS TO THE AREA.4.DURING EACH INSPECTION, PERMITTEES MUST INSPECT SURFACE WATERS, INCLUDING DRAINAGE DITCHES AND CONVEYANCE SYSTEMS BUT NOT CURB AND GUTTER SYSTEMS, FOR EVIDENCE OF EROSION ANDSEDIMENT DEPOSITION. PERMITTEES MUST REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS AND RESTABILIZE THEAREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL. PERMITTEES MUST COMPLETE REMOVAL AND STABILIZATION WITHIN SEVEN (7) CALENDAR DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL,REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. PERMITTEES MUST USE ALL REASONABLE EFFORTS TO OBTAIN ACCESS. IF PRECLUDED, REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) DAYS OFOBTAINING ACCESS. PERMITTEES ARE RESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE AND FEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLE PERMITS, PRIOR TO CONDUCTING ANY WORK INSURFACE WATERS.5.PERMITTEES MUST INSPECT CONSTRUCTION SITE VEHICLE EXIT LOCATIONS, STREETS AND CURB AND GUTTER SYSTEMS WITHIN AND ADJACENT TO THE PROJECT FOR SEDIMENTATION FROM EROSION OR TRACKEDSEDIMENT FROM VEHICLES. PERMITTEES MUST REMOVE SEDIMENT FROM ALL PAVED SURFACES WITHIN ONE (1) CALENDAR DAY OF DISCOVERY OR, IF APPLICABLE, WITHIN A SHORTER TIME TO AVOID A SAFETY HAZARDTO USERS OF PUBLIC STREETS.6.PERMITTEES MUST REPAIR, REPLACE OR SUPPLEMENT ALL PERIMETER CONTROL DEVICES WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1/2 OF THE HEIGHT OF THE DEVICE.7.PERMITTEES MUST DRAIN TEMPORARY AND PERMANENT SEDIMENTATION BASINS AND REMOVE THE SEDIMENT WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE STORAGE VOLUME.8.PERMITTEES MUST ENSURE THAT AT LEAST ONE INDIVIDUAL PRESENT ON THE SITE (OR AVAILABLE TO THE PROJECT SITE IN THREE (3) CALENDAR DAYS) IS TRAINED IN THE JOB DUTIES DESCRIBED IN ITEM 21.2.B.9.PERMITTEES MAY ADJUST THE INSPECTION SCHEDULE DESCRIBED IN ITEM 11.2 AS FOLLOWS:a. INSPECTIONS OF AREAS WITH PERMANENT COVER CAN BE REDUCED TO ONCE PER MONTH, EVEN IF CONSTRUCTION ACTIVITY CONTINUES ON OTHER PORTIONS OF THE SITE; ORb.WHERE SITES HAVE PERMANENT COVER ON ALL EXPOSED SOIL AND NO CONSTRUCTION ACTIVITY IS OCCURRING ANYWHERE ON THE SITE, INSPECTIONS CAN BE REDUCED TO ONCE PER MONTH AND, AFTER 12MONTHS, MAY BE SUSPENDED COMPLETELY UNTIL CONSTRUCTION ACTIVITY RESUMES. THE MPCA MAY REQUIRE INSPECTIONS TO RESUME IF CONDITIONS WARRANT; ORc.WHERE CONSTRUCTION ACTIVITY HAS BEEN SUSPENDED DUE TO FROZEN GROUND CONDITIONS, INSPECTIONS MAY BE SUSPENDED. INSPECTIONS MUST RESUME WITHIN 24 HOURS OF RUNOFF OCCURRING, ORUPON RESUMING CONSTRUCTION, WHICHEVER COMES FIRST. 10. PERMITTEES MUST RECORD ALL INSPECTIONS AND MAINTENANCE ACTIVITIES WITHIN 24 HOURS OF BEING CONDUCTED AND THESE RECORDS MUST BE RETAINED WITH THE SWPPP. THESE RECORDS MUST INCLUDE:a.DATE AND TIME OF INSPECTIONS; ANDb.NAME OF PERSONS CONDUCTING INSPECTIONS; ANDc.ACCURATE FINDINGS OF INSPECTIONS, INCLUDING THE SPECIFIC LOCATION WHERE CORRECTIVE ACTIONS ARE NEEDED; ANDd.CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE ACTIVITIES); ANDe.DATE OF ALL RAINFALL EVENTS GREATER THAN 1/2 INCHES IN 24 HOURS, AND THE AMOUNT OF RAINFALL FOR EACH EVENT. PERMITTEES MUST OBTAIN RAINFALL AMOUNTS BY EITHER A PROPERLY MAINTAINED RAINGAUGE INSTALLED ONSITE, A WEATHER STATION THAT IS WITHIN ONE (1) MILE OF YOUR LOCATION, OR A WEATHER REPORTING SYSTEM THAT PROVIDES SITE SPECIFIC RAINFALL DATA FROM RADAR SUMMARIES;ANDf.IF PERMITTEES OBSERVE A DISCHARGE DURING THE INSPECTION, THEY MUST RECORD AND SHOULD PHOTOGRAPH AND DESCRIBE THE LOCATION OF THE DISCHARGE (I.E., COLOR, ODOR, SETTLED OR SUSPENDEDSOLIDS, OIL SHEEN, AND OTHER OBVIOUS INDICATORS OF POLLUTANTS); ANDg.ANY AMENDMENTS TO THE SWPPP PROPOSED AS A RESULT OF THE INSPECTION MUST BE DOCUMENTED AS REQUIRED IN SECTION 6 WITHIN SEVEN (7) CALENDAR DAYS.POLLUTION PREVENTION MANAGEMENT (SECTION 12):1.PERMITTEES MUST PLACE BUILDING PRODUCTS AND LANDSCAPE MATERIALS UNDER COVER (E.G., PLASTIC SHEETING OR TEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TOMINIMIZE CONTACT WITH STORMWATER. PERMITTEES ARE NOT REQUIRED TO COVER OR PROTECT PRODUCTS WHICH ARE EITHER NOT A SOURCE OF CONTAMINATION TO STORMWATER OR ARE DESIGNED TO BEEXPOSED TO STORMWATER.2.PERMITTEES MUST PLACE PESTICIDES, FERTILIZERS AND TREATMENT CHEMICALS UNDER COVER (E.G., PLASTIC SHEETING OR TEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TOMINIMIZE CONTACT WITH STORMWATER.3.PERMITTEES MUST STORE HAZARDOUS MATERIALS AND TOXIC WASTE, (INCLUDING OIL, DIESEL FUEL, GASOLINE, HYDRAULIC FLUIDS, PAINT SOLVENTS, PETROLEUM-BASED PRODUCTS, WOOD PRESERVATIVES,ADDITIVES, CURING COMPOUNDS, AND ACIDS) IN SEALED CONTAINERS TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. STORAGE AND DISPOSAL OF HAZARDOUS WASTE MATERIALS MUST BE IN COMPLIANCE WITHMINN. R. CH. 7045 INCLUDING SECONDARY CONTAINMENT AS APPLICABLE.4.PERMITTEES MUST PROPERLY STORE, COLLECT AND DISPOSE SOLID WASTE IN COMPLIANCE WITH MINN. R. CH. 7035.5.PERMITTEES MUST POSITION PORTABLE TOILETS SO THEY ARE SECURE AND WILL NOT TIP OR BE KNOCKED OVER. PERMITTEES MUST PROPERLY DISPOSE SANITARY WASTE IN ACCORDANCE WITH MINN. R. CH. 7041.6.PERMITTEES MUST TAKE REASONABLE STEPS TO PREVENT THE DISCHARGE OF SPILLED OR LEAKED CHEMICALS, INCLUDING FUEL, FROM ANY AREA WHERE CHEMICALS OR FUEL WILL BE LOADED OR UNLOADEDINCLUDING THE USE OF DRIP PANS OR ABSORBENTS UNLESS INFEASIBLE. PERMITTEES MUST ENSURE ADEQUATE SUPPLIES ARE AVAILABLE AT ALL TIMES TO CLEAN UP DISCHARGED MATERIALS AND THAT ANAPPROPRIATE DISPOSAL METHOD IS AVAILABLE FOR RECOVERED SPILLED MATERIALS. PERMITTEES MUST REPORT AND CLEAN UP SPILLS IMMEDIATELY AS REQUIRED BY MINN. STAT. 115.061, USING DRY CLEAN UPMEASURES WHERE POSSIBLE.7.PERMITTEES MUST LIMIT VEHICLE EXTERIOR WASHING AND EQUIPMENT TO A DEFINED AREA OF THE SITE. PERMITTEES MUST CONTAIN RUNOFF FROM THE WASHING AREA IN A SEDIMENT BASIN OR OTHER SIMILARLYEFFECTIVE CONTROLS AND MUST DISPOSE WASTE FROM THE WASHING ACTIVITY PROPERLY. PERMITTEES MUST PROPERLY USE AND STORE SOAPS, DETERGENTS, OR SOLVENTS.8.PERMITTEES MUST PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLID WASTES GENERATED BY WASHOUT OPERATIONS (E.G., CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS ANDOTHER CONSTRUCTION MATERIALS) RELATED TO THE CONSTRUCTION ACTIVITY. PERMITTEES MUST PREVENT LIQUID AND SOLID WASHOUT WASTES FROM CONTACTING THE GROUND AND MUST DESIGN THECONTAINMENT SO IT DOES NOT RESULT IN RUNOFF FROM THE WASHOUT OPERATIONS OR AREAS. PERMITTEES MUST PROPERLY DISPOSE LIQUID AND SOLID WASTES IN COMPLIANCE WITH MPCA RULES. PERMITTEESMUST INSTALL A SIGN INDICATING THE LOCATION OF THE WASHOUT FACILITY.PERMIT TERMINATION (SECTION 4 AND SECTION 13):1.PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER ALL TERMINATION CONDITIONS LISTED IN SECTION 13 ARE COMPLETE.2.PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER SELLING OR OTHERWISE LEGALLY TRANSFERRING THE ENTIRE SITE, INCLUDING PERMIT RESPONSIBILITY FOR ROADS (E.G., STREET SWEEPING) ANDSTORMWATER INFRASTRUCTURE FINAL CLEAN OUT, OR TRANSFERRING PORTIONS OF A SITE TO ANOTHER PARTY. THE PERMITTEES' COVERAGE UNDER THIS PERMIT TERMINATES AT MIDNIGHT ON THE SUBMISSIONDATE OF THE NOT.3.PERMITTEES MUST COMPLETE ALL CONSTRUCTION ACTIVITY AND MUST INSTALL PERMANENT COVER OVER ALL AREAS PRIOR TO SUBMITTING THE NOT. VEGETATIVE COVER MUST CONSIST OF A UNIFORM PERENNIALVEGETATION WITH A DENSITY OF 70 PERCENT OF ITS EXPECTED FINAL GROWTH. VEGETATION IS NOT REQUIRED WHERE THE FUNCTION OF A SPECIFIC AREA DICTATES NO VEGETATION, SUCH AS IMPERVIOUSSURFACES OR THE BASE OF A SAND FILTER.4.PERMITTEES MUST CLEAN THE PERMANENT STORMWATER TREATMENT SYSTEM OF ANY ACCUMULATED SEDIMENT AND MUST ENSURE THE SYSTEM MEETS ALL APPLICABLE REQUIREMENTS IN SECTION 15 THROUGH 19AND IS OPERATING AS DESIGNED.5.PERMITTEES MUST REMOVE ALL SEDIMENT FROM CONVEYANCE SYSTEMS PRIOR TO SUBMITTING THE NOT.6.PERMITTEES MUST REMOVE ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMPS PRIOR TO SUBMITTING THE NOT. PERMITTEES MAY LEAVE BMPS DESIGNED TO DECOMPOSE ON-SITE INPLACE.7.FOR RESIDENTIAL CONSTRUCTION ONLY, PERMIT COVERAGE TERMINATES ON INDIVIDUAL LOTS IF THE STRUCTURES ARE FINISHED AND TEMPORARY EROSION PREVENTION AND DOWNGRADIENT PERIMETER CONTROLIS COMPLETE, THE RESIDENCE SELLS TO THE HOMEOWNER, AND THE PERMITTEE DISTRIBUTES THE MPCA'S "HOMEOWNER FACT SHEET" TO THE HOMEOWNER.8.FOR CONSTRUCTION PROJECTS ON AGRICULTURAL LAND (E.G., PIPELINES ACROSS CROPLAND), PERMITTEES MUST RETURN THE DISTURBED LAND TO ITS PRECONSTRUCTION AGRICULTURAL USE PRIOR TO SUBMITTINGTHE NOT.SEED NOTES:ALL SEED MIXES AND APPLICATION SHALL BE IN ACCORDANCE WITH THE MNDOT SEEDING MANUAL.GENERAL RECOMMENDATIONS:THE CONTRACTOR IS RESPONSIBLE TO SALVAGE AND PRESERVE EXISTING TOPSOIL NECESSARY FOR FINAL STABILIZATION AND TO ALSO MINIMIZE COMPACTION IN ALL LANDSCAPE AREAS. IMMEDIATELY BEFORE SEEDINGTHE SOIL SHALL BE TILLED TO A MINIMUM DEPTH OF 3 INCHES.TEMPORARY EROSION CONTROL SEEDING, MULCHING & BLANKET.SEED·TEMPORARY SEED SHALL BE MNDOT SEED MIX 21-112 (WINTER WHEAT COVER CROP) FOR WINTER AND 21-111 (OATS COVER CROP) FOR SPRING/SUMMER APPLICATIONS. BOTH SEED MIXES SHALL BE APPLIED AT ASEEDING RATE OF 100 LBS/ACRE.MULCH·IMMEDIATELY AFTER SEEDING, WITHIN 24 HOURS, MNDOT TYPE 1 MULCH SHOULD BE APPLIED TO PROTECT AND ENHANCE SEED GERMINATION. MULCH SHALL BE APPLIED AT 90% COVERAGE (2 TONS PER ACRE OFSTRAW MULCH)SLOPES·3:1 (HORIZ/VERT.) OR FLATTER MUCH SHALL BE COVERED WITH MULCH·SLOPES STEEPER THAN 3:1 OR DITCH BOTTOMS SHALL BE COVERED WITH EROSION CONTROL BLANKET.·SEE PLAN FOR MORE DETAILED DITCH AND STEEP SLOPE EROSION CONTROL TREATMENTS.DESIGN ENGINEER: DAVID J. KNAEBLE P.E.TRAINING COURSE: DESIGN OF SWPPPTRAINING ENTITY: UNIVERSITY OF MINNESOTAINSTRUCTOR: JOHN CHAPMANDATES OF TRAINING COURSE: 8/22/2012- 8/23/2012TOTAL TRAINING HOURS: 12DATE OF RECERTIFICATION: 4/22/22EXPIRATION: 5/31/2025ORION INVESTMENTS6650 YORK AVENUE S, SUITE 207EDINA, MN 55435CONTACT: TED CARLSONTED@ORIONINVESTMENTS.NET612-812-7788Received 2/12/25 Planning DivisionPage 1025 of 1184 7200 FRANCE AVE 7200 FRANCE AVE S, EDINA, MN 55435 6550 YORK AVE S SUITE 207, EDINA, MN 55435 ORION INVESTMENTS PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER: 21419.0102/07/2025.. .06/10/2024 CITY SUBMITTALDRAWN BY:REVIEWED BY:AM, BNDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202448776David J. KnaebleLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.02/07/25Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060. .. .. ..CITY SUBMITTALREVISION SUMMARYDATEDESCRIPTIONSW1.4SWPPP - ATTACHMENTS. .. .. .. .. .. .ATTACHMENT A: SITE SPECIFIC SWPPP DOCUMENTPROJECT NAME: 7200 & 7250 FRANCEPROJECT LOCATION (BRIEFLY DESCRIBE WHERE CONSTRUCTION ACTIVITY OCCURS. INCLUDE ADDRESS IF AVAILABLE.)ADDRESS: 7200 & 7250 FRANCE AVE SCITY OR TOWNSHIP: EDINASTATE: MNZIP CODE: 55435LATITUDE/LONGITUDE OF APPROXIMATE CENTROID OF PROJECT: 44.87189 N, -93.32971 WMETHOD OF LAT/LONG COLLECTION (CIRCLE ONE): GPS ONLINE TOOL USGS TOPOGRAPHICALL CITIES WHERE CONSTRUCTION WILL OCCUR: EDINAALL COUNTIES WHERE CONSTRUCTION WILL OCCUR: HENNEPINALL TOWNSHIPS WHERE CONSTRUCTION WILL OCCUR: N/APROJECT SIZE (NUMBER OF ACRES TO BE DISTURBED): 6.5PROJECT TYPE (CIRCLE ONE): RESIDENTIAL COMMERCIAL/INDUSTRIAL ROAD CONSTRUCTION RESIDENTIAL & RD CONSTRUCTION OTHER (DESCRIBE): COMMERCIALCUMULATIVE IMPERVIOUS SURFACE (TO THE NEAREST TENTH ACRE)EXISTING AREA OF IMPERVIOUS SURFACE : 2.8POST CONSTRUCTION AREA OF IMPERVIOUS SURFACE: 3.1TOTAL NEW AREA OF IMPERVIOUS SURFACE: 0.3RECEIVING WATERSWATER BODY ID NAME OF WATER BODY WATER BODY TYPE SPECIAL WATER? (Y/N) IMPAIRED WATER (Y/N)27-0029-00..LAKE EDINA..LAKE..N..Y..DATES OF CONSTRUCTIONCONSTRUCTION START DATE: 06/25ESTIMATED COMPLETION DATE: 11/26GENERAL CONSTRUCTION PROJECT INFORMATIONDESCRIBE THE CONSTRUCTION ACTIVITY: CONSTRUCTION OF COMMERCIAL DEVELOPMENTDESCRIBE SOIL TYPES FOUND AT THE PROJECT: SOILS CONSIST OF CLAYEY SOILS NEAR THE SURFACE, WITH POORLY GRADED SANDS BELOWSITE LOCATION MAPSOILS INFORMATIONMAP UNITSYMBOLL55BURBAN LAND-MALARDI COMPLEX, 0TO 8 PERCENT SLOPESMAP UNIT NAMEU4AURBAN LAND-UDIPSAMMENTSCOMPLEX, 0 TO 2 PERCENT SLOPES....GENERAL SITE INFORMATION (III.A)1. DESCRIBE THE LOCATION AND TYPE OF ALL TEMPORARY AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMP'S). INCLUDE THE TIMING FOR INSTALLATION AND PROCEDURES USED TO ESTABLISH ADDITIONALTEMPORARY BMP'S AS NECESSARY. (5.5)THE PROJECT IS PROTECTED BY TWO (2) MAIN BMP'S, SILT FENCE AND INLET PROTECTION DEVICES. THE SILT FENCE WILL BE INSTALLED AT THE DOWNHILL LOCATIONS OF THE SITE AND MONITORED AS NECESSARY. INLET PROTECTION DEVICES WILL BEINSTALLED IN ALL CATCH BASINS ON THE SITE AND ANY OFF SITE THAT WILL RECEIVE STORMWATER RUNOFF FROM THIS SITE. AS THE PROJECT PROGRESSES ADDITIONAL BMP'S SUCH AS EROSION CONTROL BLANKET MAY BE UTILIZED.2. ATTACH TO THIS SWPPP A TABLE WITH THE ANTICIPATED QUANTITIES FOR THE LIFE OF THE PROJECT FOR ALL EROSION PREVENTION AND SEDIMENT CONTROL BMP'S (5.7). SEE PAGE SW1.33. ATTACH TO THIS SWPPP A SITE MAP THAT INCLUDES THE FOLLOWING FEATURES (5.9):EXIST AND FINAL GRADES, INCLUDING DIVIDING LINES AND DIRECTION OF FLOW FOR ALL PRE AND POST-CONSTRUCTION STORMWATER RUNOFF DRAINAGE AREAS LOCATED WITHIN THE PROJECT LIMITS.LOCATIONS OF IMPERVIOUS SURFACES AND SOIL TYPES.·EXISTING AND FINAL GRADES, INCLUDING DIVIDING LINES AND DIRECTION OF FLOW FOR ALL PRE AND POST-CONSTRUCTION STORMWATER RUNOFF DRAINAGE AREAS LOCATED WITHIN PROJECT LIMITS.·LOCATIONS OF AREAS NOT TO BE DISTURBED.·LOCATION OF AREAS OF PHASED CONSTRUCTION.·ALL SURFACE WATERS AND EXISTING WETLANDS WITHIN ONE MILE FROM THE PROJECT BOUNDARIES THAT WILL RECEIVE STORMWATER RUNOFF FROM THE SITE (IDENTIFIABLE ON MAPS SUCH AS USGS 7.5 MINUTE QUADRANGLE MAPS OR EQUIVALENT.WHERE SURFACE WATERS RECEIVING RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY WILL NOT FIT ON THE PLAN SHEET, THEY MUST BE IDENTIFIED WITH AN ARROW, INDICATING BOTH DIRECTION AND DISTANCE TO THE SURFACE WATER.·METHODS TO BE USED FOR FINAL STABILIZATION OF ALL EXPOSED SOIL AREA4. WERE STORMWATER MITIGATION MEASURES REQUIRED AS THE RESULT OF AN ENVIRONMENTAL, ARCHAEOLOGICAL, OR OTHER REQUIRED LOCAL, STATE OR FEDERAL REVIEW OF THE PROJECT? NOIF YES, DESCRIBE HOW THESE MEASURES WERE ADDRESSED IN THE SWPPP. (5.16)N/A5. IS THE PROJECT LOCATED IN A KARST AREA SUCH THAT ADDITIONAL MEASURES WOULD BE NECESSARY TO PROJECT DRINKING WATER SUPPLY MANAGEMENT AREAS AS DESCRIBED IN MINN. R. CHAPTERS 7050 AND 7060? NOIF YES, DESCRIBE THE ADDITIONAL MEASURES TO BE USED. (SECTION 23)N/A6. DOES THE SITE DISCHARGE TO A CALCEREOUS FEN LISTED IN MINN. R. 7050.0180, SUBP. 6.B? NOIF YES, A LETTER OF APPROVAL FROM THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES MUST BE OBTAINED PRIOR TO APPLICATION FOR THIS PERMIT.7. DOES THE SITE DISCHARGE TO A WATER THAT IS LISTED AS IMPAIRED FOR THE FOLLOWING POLLUTANT(S) OR STRESSOR(S): PHOSPHORUS, TURBIDITY, DISSOLVED OXYGEN OR BIOTIC IMPAIRMENT? USE THE SPECIAL AND IMPAIRED WATERS SEARCH TOOL AT:WWW.PCA.STATE.MN.US/WATER/STORMWATER/STORMWATER-C.HTMLYESIF NO, SKIP TO TRAININGDOES THE IMPAIRED WATER HAVE AN APPROVED TOTAL MAXIMUM DAILY LOADS (TMDL) WITH AN APPROVED WASTE LOAD ALLOCATION FOR CONSTRUCTION ACTIVITY? NOIF YES:A. LIST THE RECEIVING WATER, THE AREAS OF THE SITE DISCHARGING TO IT, AND THE POLLUTANT(S) IDENTIFIED IN THE TMDL.LAKE EDINA - ENTIRE SITE - NUTRIENTSNINEMILE CREEK - ENTIRE SITE - BENTHIC MACROINVERTEBRATES, BIOASSESSMENTS, FISH BIOASSESSMENTSB. LIST THE BMP'S AND ANY OTHER SPECIFIC CONSTRUCTION STORMWATER RELATED IMPLEMENTATION ACTIVITIES IDENTIFIED IN THE TMDL.IF THE SITE HAS A DISCHARGE POINT WITHIN ONE MILE OF THE IMPAIRED WATER AND THE WATER FLOWS TO THE IMPAIRED WATER BUT NO SPECIFIC BMPS FOR CONSTRUCTION ARE IDENTIFIED IN THE TMDL, THE ADDITIONAL BMPS IN SECTION 23 MUST BEADDED TO THE SWPPP AND IMPLEMENTED (15.19). THE ADDITIONAL BMPS ONLY APPLY TO THOSE PORTIONS OF THE PROJECT THAT DRAIN TO ONE OF THE IDENTIFIED DISCHARGE POINTS.N/A8. IDENTIFY ADJACENT PUBLIC WATERS WHERE THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES (DNR) HAS DECLARED “WORK IN WATER RESTRICTIONS” DURING FISH SPAWNING TIMEFRAMESN/ASELECTION OF A PERMANENT STORMWATER MANAGEMENT SYSTEM (SECTION 15)1. WILL THE PROJECT CREATE A NEW CUMULATIVE IMPERVIOUS SURFACE GREATER THAN OR EQUAL TO ONE ACRE? YESIF YES, A WATER QUALITY VOLUME OF ONE INCH OF RUNOFF FROM THE CUMULATIVE NEW IMPERVIOUS SURFACES MUST BE RETAINED ON SITE (SEE 16.7 OF THE PERMIT) THROUGH INFILTRATION UNLESS PROHIBITED DUE TOONE OF THE REASONS IN ITEMS 16.4 THROUGH 16.21. IF INFILTRATION IS PROHIBITED IDENTIFY OTHER METHOD OF MEETING WATER QUALITY REQUIREMENTS (E.G., FILTRATION SYSTEM, WET SEDIMENTATION BASIN, REGIONALPONDING OR EQUIVALENT METHOD2. DESCRIBE WHICH METHOD WILL BE USED TO TREAT RUNOFF FROM THE NEW IMPERVIOUS SURFACES CREATED BY THE PROJECT:INCLUDE ALL CALCULATIONS AND DESIGN INFORMATION FOR THE METHOD SELECTED. SEE SECTION 23 OF THE PERMIT FOR SPECIFIC REQUIREMENTS ASSOCIATED WITH EACH METHOD.INFILTRATION / REGIONAL PONDINGCALCULATIONS ARE WITHIN THE SITE STORM WATER MANAGEMENT REPORT AND PART OF THIS SWPPP AS ATTACHMENT D.3. IF IT IS NOT FEASIBLE TO MEET THE TREATMENT REQUIREMENT FOR THE WATER QUALITY VOLUME, DESCRIBE WHY. THIS CAN INCLUDE PROXIMITY TO BEDROCK OR ROAD PROJECTS WHERE THE LACK OF RIGHT OF WAYPRECLUDES THE INSTALLATION OF ANY PERMANENT STORMWATER MANAGEMENT PRACTICES. DESCRIBE WHAT OTHER TREATMENT, SUCH AS GRASS SWALES, SMALLER PONDS, OR GRIT CHAMBERS, WILL BE IMPLEMENTED TOTREAT RUNOFF PRIOR TO DISCHARGE TO SURFACE WATERS. (15.8)IT IS FEASIBLE TO MEET REQUIREMENT FOR WATER QUALITY VOLUME.4. FOR PROJECTS THAT DISCHARGE TO TROUT STREAMS, INCLUDING TRIBUTARIES TO TROUT STREAMS, IDENTIFY METHOD OF INCORPORATING TEMPERATURE CONTROLS INTO THE PERMANENT STORMWATER MANAGEMENTSYSTEM.N/AEROSION PREVENTION PRACTICES (SECTION 8.1)DESCRIBE THE TYPES OF TEMPORARY EROSION PREVENTION BMP'S EXPECTED TO BE IMPLEMENTED ON THIS SITE DURING CONSTRUCTION:1. DESCRIBE CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS, HORIZONTAL SLOPE GRADING, AND OTHER CONSTRUCTION PRACTICES TO MINIMIZE EROSION. DELINEATE AREAS NOT TO BEDISTURBED (E.G., WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC.) BEFORE WORK BEGINS.SILT FENCE WILL BE INSTALLED AT AT THE DOWNHILL LOCATIONS OF THE SITE.2. DESCRIBE METHODS OF TEMPORARILY STABILIZING SOILS AND SOIL STOCKPILES (E.G., MULCHES, HYDRAULIC TACKIFIERS, EROSION BLANKETS, ETC.):TEMPORARY EROSION PROTECTION WILL BE SEED AND MULCH AND EROSION BLANKETS WHERE REQUIRED, WITH PERMANENT COVER BEING EITHER SOD OR LANDSCAPE FEATURES.3. DESCRIBE METHODS OF DISSIPATING VELOCITY ALONG STORMWATER CONVEYANCE CHANNELS AND AT CHANNEL OUTLETS (E.G., CHECK DAMS, SEDIMENT TRAPS, RIP RAP, ETC.):SOD WILL BE UTILIZED ALONG CHANNELS AND RIP RAP AT CHANNEL.4. DESCRIBE METHODS TO BE USED FOR STABILIZATION OF DITCH AND SWALE WETTED PERIMETERS (NOTE THAT MULCH, HYDRAULIC SOIL TACKIFIERS, HYDROMULCHES, ETC. ARE NOT ACCEPTABLESOIL STABILIZATION METHODS FOR ANY PART OF A DRAINAGE DITCH OR SWALE)FINAL STABILIZATION OF SWALES WILL BE SOD5. DESCRIBE METHODS TO BE USED FOR ENERGY DISSIPATION AT PIPE OUTLETS (E.G., RIP RAP, SPLASH PADS, GABIONS, ETC.)RIP RAP WILL BE UTILIZED AT PIPE OUTLETS6. DESCRIBE METHODS TO BE USED TO PROMOTE INFILTRATION AND SEDIMENT REMOVAL ON THE SITE PRIOR TO OFFSITE DISCHARGE, UNLESS INFEASIBLE (E.G., DIRECT STORMWATER FLOW TOVEGETATED AREAS):DISCONNECTED IMPERVIOUS AREA AND INFILTRATION AREAS WILL BE UTILIZED7. FOR DRAINAGE OR DIVERSION DITCHES, DESCRIBE PRACTICES TO STABILIZE THE NORMAL WETTED PERIMETER WITHIN 200 LINEAL FEET OF THE PROPERTY EDGE OR POINT OF DISCHARGE TOSURFACE WATER. THE LAST 200 LINEAL FEET MUST BE STABILIZED WITHIN 24 HOURS AFTER CONNECTING TO SURFACE WATERS AND CONSTRUCTION IN THAT PORTION OF THE DITCH HASTEMPORARILY OR PERMANENTLY CEASED FOR ALL DISCHARGES TO SPECIAL, IMPAIRED OR “WORK IN WATER RESTRICTIONS”. ALL OTHER REMAINING PORTIONS OF THE TEMPORARY OR PERMANENTDITCHES OR SWALES WITHIN 14 CALENDAR DAYS AFTER CONNECTING TO A SURFACE WATER, PROPERTY EDGE AND CONSTRUCTION IN THAT AREA HAS TEMPORARILY OR PERMANENTLY CEASED.N/A, NO DITCHES ON SITE8. DESCRIBE ADDITIONAL EROSION PREVENTION MEASURES THAT WILL BE IMPLEMENTED AT THE SITE DURING CONSTRUCTION (E.G., CONSTRUCTION PHASING, MINIMIZING SOIL DISTURBANCE,VEGETATIVE BUFFERS, HORIZONTAL SLOPE GRADING, SLOPE DRAINING/TERRACING, ETC.):OTHER EROSION CONTROL PRACTICES INCLUDE BUT ARE NOT LIMITED TO; MINIMIZING SITE EXPOSURE WHEN POSSIBLE.9. IF APPLICABLE, INCLUDE ADDITIONAL REQUIREMENTS IN APPENDIX A PART C.3 REGARDING MAINTAINING A 100-FOOT BUFFER ZONE OR INSTALLING REDUNDANT BMPS FOR PORTIONS OF THE SITETHAT DRAIN TO SPECIAL WATERS).N/A10. IF APPLICABLE, DESCRIBE ADDITIONAL EROSION PREVENTION BMPS TO BE IMPLEMENTED AT THE SITE TO PROTECT PLANNED FILTRATION AREASMINIMIZE SITE EXPOSURE IN AREAS ADJACENT TO FILTRATION AREAS.SEDIMENT CONTROL PRACTICES (SECTION 9.1)DESCRIBE THE METHODS OF SEDIMENT CONTROL BMPS TO BE IMPLEMENTED AT THIS SITE DURING CONSTRUCTION TO MINIMIZE SEDIMENT IMPACTS TO SURFACE WATERS, INCLUDING CURB ANDGUTTER SYSTEMS1. DESCRIBE METHODS TO BE USED FOR DOWN GRADIENT PERIMETER CONTROL:SILT FENCE WILL BE INSTALLED AROUND THE ENTIRE PERIMETER OF THE SITE2. DESCRIBE METHODS TO BE USED TO CONTAIN SOIL STOCKPILES:SEED AND MULCH AS WELL AS EROSION CONTROL BLANKETS WILL BE UTILIZED AS NECESSARY3. DESCRIBE METHODS TO BE USED FOR STORM DRAIN INLET PROTECTION:SEE INLET PROTECTION DETAILS4. DESCRIBE METHODS TO MINIMIZE VEHICLE TRACKING AT CONSTRUCTION EXITS AND STREET SWEEPING ACTIVITIES:THE PROJECT WILL UTILIZE A ROCK CONSTRUCTION ENTRANCE.5. DESCRIBE METHODS, IF APPLICABLE, ADDITIONAL SEDIMENT CONTROLS (E.G., DIVERSION BERMS) TO BE INSTALLED TO KEEP RUNOFF AWAY FROM PLANNED INFILTRATION AREAS WHENEXCAVATED PRIOR TO FINAL STABILIZATION OF THE CONTRIBUTING DRAINAGE AREA:SILT FENCE TO BE INSTALLED IMMEDIATELY AFTER GRADING TO PROTECT INFILTRATION AREAS.6. DESCRIBE METHODS TO BE USED TO MINIMIZE SOIL COMPACTION AND PRESERVE TOP SOIL (UNLESS INFEASIBLE) AT THIS SITE:LIGHT TRACKED EQUIPMENT WILL BE USED, TOPSOIL WILL BE STRIPPED AND STOCKPILED7. DESCRIBE PLANS TO PRESERVE A 50-FOOT NATURAL BUFFER BETWEEN THE PROJECT'S SOIL DISTURBANCE AND A SURFACE WATER OR PLANS FOR REDUNDANT SEDIMENT CONTROLS IF A BUFFERIS INFEASIBLE:DOUBLE ROW OF SILT FENCE WILL BE INSTALLED ALONG WETLAND. PROJECT WILL NOT DISTURB WITHIN 200 FEET OF WETLAND.8. DESCRIBE PLANS FOR USE OF SEDIMENTATION TREATMENT CHEMICALS (E.G., POLYMERS, FLOCCULANTS, ETC.) SEE PART 9.18 OF THE PERMIT:N/A9. IS THE PROJECT REQUIRED TO INSTALL A TEMPORARY SEDIMENT BASIN DUE TO 10 OR MORE ACRES DRAINING TO A COMMON LOCATION OR 5 ACRES OR MORE IF THE SITE IS WITHIN 1 MILE OF ASPECIAL OR IMPAIRED WATER?NOIF YES, DESCRIBE (OR ATTACH PLANS ) SHOWING HOW THE BASIN WILL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH SECTION 14.N/ADEWATERING AND BASIN DRAINING (SECTION 10.1)1. WILL THE PROJECT INCLUDE DEWATERING OR BASIN DRAINING? NOIF YES, DESCRIBE MEASURES TO BE USED TO TREAT/DISPOSE OF TURBID OR SEDIMENT-LADEN WATER AND METHOD TO PREVENT EROSION OR SCOUR OF DISCHARGE POINTS (SEE 10.2 THROUGH10.4 OF THE PERMIT):N/A 2. WILL THE PROJECT INCLUDE USE OF FILTERS FOR BACKWASH WATER? NOIF YES, DESCRIBE HOW FILTER BACKWASH WATER WILL BE MANAGED ON THE SITE OR PROPERLY DISPOSED (10.5):N/AADDITIONAL BMP'S FOR SPECIAL WATERS AND DISCHARGES TO WETLANDS (SECTION 23.1)1. SPECIAL WATERS. DOES YOUR PROJECT DISCHARGE TO SPECIAL WATERS? NO2. IF PROXIMITY TO BEDROCK OR ROAD PROJECTS WHERE THE LACK OF RIGHT OF WAY PRECLUDES THE INSTALLATION OF ANY OF THE PERMANENT STORMWATER MANAGEMENT PRACTICES,THEN OTHER TREATMENT SUCH AS GRASSED SWALES, SMALLER PONDS, OR GRIT CHAMBERS IS REQUIRED PRIOR TO DISCHARGE TO SURFACE WATERS. DESCRIBE WHAT OTHER TREATMENTWILL BE PROVIDED.N/A3. DESCRIBE EROSION AND SEDIMENT CONTROLS FOR EXPOSED SOIL AREAS WITH A CONTINUOUS POSITIVE SLOPE TO A SPECIAL WATERS, AND TEMPORARY SEDIMENT BASINS FOR AREAS THATDRAIN FIVE OR MORE ACRES DISTURBED AT ONE TIME.N/A4. DESCRIBE THE UNDISTURBED BUFFER ZONE TO BE USED (NOT LESS THAN 100 LINEAR FEET FROM THE SPECIAL WATER).N/A5. DESCRIBE HOW THE PERMANENT STORMWATER MANAGEMENT SYSTEM WILL ENSURE THAT THE PRE AND POST PROJECT RUNOFF RATE AND VOLUME FROM THE 1, AND 2-YEAR 24-HOURPRECIPITATION EVENTS REMAINS THE SAME.N/A6. DESCRIBE HOW THE PERMANENT STORMWATER MANAGEMENT SYSTEM WILL MINIMIZE ANY INCREASE IN THE TEMPERATURE OF TROUT STREAM RECEIVING WATERS RESULTING IN THE 1, AND2-YEAR 24-HOUR PRECIPITATION EVENTS.N/A7. WETLANDS. DOES YOUR PROJECT DISCHARGE STORMWATER WITH THE POTENTIAL FOR SIGNIFICANT ADVERSE IMPACTS TO A WETLAND (E.G., CONVERSION OF A NATURAL WETLAND TO ASTORMWATER POND)? NOIF YES, DESCRIBE THE WETLAND MITIGATION SEQUENCE THAT WILL BE FOLLOWED IN ACCORDANCE WITH SECTION 22 OF THE PERMIT.N/AINSPECTIONS AND MAINTENANCE (SECTION 11.1)DESCRIBE PROCEDURES TO ROUTINELY INSPECT THE CONSTRUCTION SITE:·ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND·WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS, AND WITHIN (7) DAYS AFTER THATINSPECTIONS MUST INCLUDE STABILIZED AREAS, EROSION PREVENTION,AND SEDIMENT CONTROL BMP'S AND INFILTRATION AREAS.INSPECTOR WILL FOLLOW REQUIREMENTS SPECIFIED ABOVE AND FILL OUT "ATTACHMENT B - CONSTRUCTION STORMWATER INSPECTION CHECKLIST"1. DESCRIBE PRACTICES FOR STORAGE OF BUILDING PRODUCTS WITH A POTENTIAL TO LEACH POLLUTANTS TO MINIMIZE EXPOSURE TO STORMWATER:ALL BUILDING PRODUCTS WILL BE SEALED AND STORED IN A MANNER TO MINIMIZE EXPOSURE2. DESCRIBE PRACTICES FOR STORAGE OF PESTICIDES, HERBICIDES, INSECTICIDES, FERTILIZERS, TREATMENT CHEMICAL, AND LANDSCAPE MATERIALS:ALL LANDSCAPE TREATMENT CHEMICALS WILL BE SEALED AND STORED IN A MANNER TO MINIMIZED EXPOSURE3. DESCRIBE PRACTICES FOR STORAGE AND DISPOSAL OF HAZARDOUS MATERIALS OR TOXIC WASTE (E.G., OIL, FUEL, HYDRAULIC FLUIDS, PAINT SOLVENTS, PETROLEUM-BASED PRODUCTS,WOOD PRESERVATIVE, ADDITIVES, CURING COMPOUNDS, AND ACIDS) ACCORDING TO MINN. R. CH. 7045, INCLUDING RESTRICTED ACCESS AND SECONDARY CONTAINMENT:ALL HAZARDOUS WASTE WILL BE APPROPRIATELY DISPOSED OF OFF SITE ACCORDING TO LOCAL AND STATE LAWS.4. DESCRIBE COLLECTION, STORAGE AND DISPOSAL OF SOLID WASTE IN COMPLIANCE WITH MINN. R. CH. 7035:ALL CONSTRUCTION DEBRIS AND SOLID WASTER WILL BE APPROPRIATELY DISPOSED OF OFF SITE ACCORDING TO LOCAL AND STATE LAWS5. DESCRIBE MANAGEMENT OF PORTABLE TOILETS TO PREVENT TIPPING AND DISPOSAL OF SANITARY WASTES IN ACCORDANCE WITH MINN. R. CH. 7040:SANITARY AND SEPTIC SERVICES WILL BE PROVIDED TO WORKERS WITH PORTABLE FACILITIES MAINTAINED AS NEEDED BY THE PROVIDER.6. DESCRIBE SPILL PREVENTION AND RESPONSE FOR FUELING AND EQUIPMENT OR VEHICLE MAINTENANCE:EMPLOYEES WILL BE TRAINED IN TECHNIQUES DESIGNED TO MINIMIZE SPILLS. VEHICLES AND EQUIPMENT SHALL BE CHECKED FOR LEAKS.7. DESCRIBE CONTAINMENT AND DISPOSAL OF VEHICLE AND EQUIPMENT WASH WATER AND PROHIBITING ENGINE DEGREASING ON THE SITE:ALL CONSTRUCTION VEHICLES SHALL BE WASHED OFF SITE8. DESCRIBE STORAGE AND DISPOSAL OF CONCRETE AND OTHER WASHOUT WASTES SO THAT WASTES DO NOT CONTACT THE GROUND:ALL CONCRETE WASHOUT SHALL OCCUR OFF SITE.FINAL STABILIZATION (25.22)1. DESCRIBE METHOD OF FINAL STABILIZATION (PERMANENT COVER) OF ALL DISTURBED AREAS:FINAL STABILIZATION WILL BE ACCOMPLISHED WITH PAVEMENT, SOD AND LANDSCAPE MATERIALS.2. DESCRIBE METHODS USED TO CLEAN ALL STORMWATER TREATMENT SYSTEMS AND STORMWATER CONVEYANCE SYSTEMS OF ACCUMULATED SEDIMENT (25.22):CLEANING OF STORMWATER TREATMENT SYSTEMS SHALL BE DONE BY HAND SUCH AS THE USE OF A SHOVEL.3. DESCRIBE METHODS FOR REMOVING ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMP'S:REMOVAL OF TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMP'S CAN BE DONE BY HAND AND PROPERLY DISPOSED OF.07020012-808NINEMILE CREEKRIVERNYL55BReceived 2/12/25 Planning DivisionPage 1026 of 1184 7200 FRANCE AVE 7200 FRANCE AVE S, EDINA, MN 55435 6550 YORK AVE S SUITE 207, EDINA, MN 55435 ORION INVESTMENTS PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER: 21419.0102/07/2025.. .06/10/2024 CITY SUBMITTALDRAWN BY:REVIEWED BY:AM, BNDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202448776David J. KnaebleLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.02/07/25Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060. .. .. ..CITY SUBMITTALREVISION SUMMARYDATEDESCRIPTIONSW1.5SWPPP - ATTACHMENTS. .. .. .. .. .. .ATTACHMENT C - ABOVE-GROUNDFACILITY MANAGEMENT SCHEDULE1.ALL STORMWATER RETENTION, DETENTION AND TREATMENT BASINS MUST BE INSPECTED AT LEAST ONCE A YEAR TO DETERMINE THAT BASINRETENTION AND TREATMENT CHARACTERISTICS ARE ADEQUATE. A STORAGE TREATMENT BASIN WILL BE CONSIDERED INADEQUATE IF SEDIMENTHAS DECREASED THE WET STORAGE VOLUME BY 50 PERCENT OR DRY STORAGE VOLUME BY 25 PERCENT OF ITS ORIGINAL DESIGN VOLUME.BASED ON THIS INSPECTION, IF A STORMWATER BASIN REQUIRES SEDIMENT CLEANOUT, THE BASIN WILL BE RESTORED TO ITS ORIGINAL DESIGNCONTOURS AND VEGETATED STATE WITHIN ONE YEAR OF THE INSPECTION DATE.2. ALL OUTLET STRUCTURES, CULVERTS, OUTFALL STRUCTURES AND OTHER STORMWATER FACILITIES FOR WHICH MAINTENANCE REQUIREMENTSARE NOT OTHERWISE SPECIFIED HEREIN MUST BE INSPECTED IN THE SPRING, SUMMER AND FALL OF EACH YEAR. WITHIN 30 DAYS OF THEINSPECTION DATE, ALL ACCUMULATED SEDIMENT AND DEBRIS MUST BE REMOVED SUCH THAT EACH STORMWATER FACILITY OPERATES ASDESIGNED AND PERMITTED. CONTRIBUTING DRAINAGE AREAS MUST BE KEPT CLEAR OF LITTER AND VEGETATIVE DEBRIS, INFLOW PIPES ANDOVERFLOW SPILLWAYS KEPT CLEAR, INLET AREAS KEPT CLEAN, AND UNDESIRABLE VEGETATION REMOVED. EROSION IMPAIRING THE FUNCTIONOR INTEGRITY OF THE FACILITIES, IF ANY, WILL BE CORRECTED, AND ANY STRUCTURAL DAMAGE IMPAIRING OR THREATENING TO IMPAIR THEFUNCTION OF THE FACILITIES MUST BE REPAIRED.3. VOLUME CONTROL FACILITIES AND CONTRIBUTING DRAINAGE AREAS MUST BE INSPECTED EVERY THREE MONTHS DURING THE OPERATIONALPERIOD (BETWEEN SPRING SNOWMELT AND FIRST SUBSTANTIAL SNOWFALL) AND MONITORED AFTER RAINFALL EVENTS OF 1 INCH OR MORE TOENSURE THAT THE CONTRIBUTING DRAINAGE AREA IS CLEAR OF LITTER AND DEBRIS, INFLOW PIPES AND OVERFLOW SPILLWAYS ARE CLEAR, INLETAREAS ARE CLEAN, UNDESIRABLE VEGETATION IS REMOVED AND THERE IS NO EROSION IMPAIRING OR THREATENING TO IMPAIR THE FUNCTIONOF A FACILITY. IF SEDIMENT HAS ACCUMULATED IN A INFILTRATION FEATURE, WITHIN 30 DAYS OF INSPECTION DEPOSITED SEDIMENTS MUST BEREMOVED, THE INFILTRATION CAPACITY OF THE UNDERLYING SOILS MUST BE RESTORED, AND ANY SURFACE DISTURBANCE MUST BE STABILIZED.INSPECTION MUST ENSURE THAT SEDIMENT TRAPS AND FOREBAYS ARE TRAPPING SEDIMENT AND THAT MORE THAN 50 PERCENT OF THESTORAGE VOLUME REMAINS, THE CONTRIBUTING DRAINAGE AREA IS STABLE (I.E., NO EROSION IS OBSERVED), AND INLETS ANDOUTLET/OVERFLOW SPILLWAYS ARE IN GOOD CONDITIONS WITH NO EROSION. MAINTENANCE TECHNIQUES USED MUST PROTECT THEINFILTRATION CAPACITY OF THE PRACTICE BY LIMITING SOIL COMPACTION TO THE GREATEST EXTENT POSSIBLE (E.G., BY USING LOW-IMPACTEARTH-MOVING EQUIPMENT).ATTACHMENT B: SWPPP INSPECTION FORMATTACHMENT C: MAINTENANCE PLAN FOR PERMANENT STORM WATER TREATMENT SYSTEMNOTE: THIS INSPECTION REPORT DOES NOT ADDRESS ALL ASPECTS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM/STATE DISPOSAL SYSTEM (NPDES/SDS) CONSTRUCTION STORMWATER PERMIT (PERMIT) ISSUED ONAUGUST 1, 2018. THE COMPLETION OF THIS CHECKLIST DOES NOT GUARANTEE THAT ALL PERMIT REQUIREMENTS ARE IN COMPLIANCE; IT IS THE RESPONSIBILITY OF THE PERMITTEE(S) TO READ AND UNDERSTAND THE PERMITREQUIREMENTS.FACILITY INFORMATIONSITE NAME: SITE ADDRESS: PERMIT NUMBER:CITY: STATE: ZIP CODE:INSPECTION INFORMATIONINSPECTOR NAME: _______________________ PHONE NUMBER: _________________________ORGANIZATION/COMPANY MAN: _____________________________________________________DATE (MM/DD/YYYY): _____________________ TIME: ____________ AM / PMIS THE INSPECTOR CERTIFIED IN SEDIMENT AND EROSION CONTROL AND IS IT DOCUMENTED IN THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP)?IS THIS INSPECTION ROUTINE OR IN RESPONSE TO A STORM EVENT:RAINFALL AMOUNT (IF APPLICABLE): ____________IS SITE WITHIN ONE AERIAL MILE OF SPECIAL OR IMPAIRED WATER THAT CAN POTENTIALLY RECEIVE DISCHARGE FROM THE SITE?IF YES, FOLLOW SECTION 23 AND OTHER APPLICABLE PERMIT REQUIREMENTSNOTE: IF N/A IS SELECTED AT ANY TIME, SPECIFY WHY IN THE COMMENT AREA FOR THAT SECTION.EROSION CONTROL REQUIREMENT (SECTION 8.1)1. ARE SOILS STABILIZED WHERE NO CONSTRUCTION ACTIVITY HAS OCCURRED FOR 14 DAYS (INCLUDING STOCKPILES)?(7 DAYS WHERE APPLICABLE, OR 24 HOURS DURING MINNESOTA DEPARTMENT OF NATURAL RESOURCES [DNR] FISHSPAWNING RESTRICTIONS)2. HAS THE NEED TO DISTURB STEEP SLOPES BEEN MINIMIZED?3. IF STEEP SLOPES ARE DISTURBED, ARE STABILIZATION PRACTICES DESIGNED FOR STEEP SLOPES USED?4. ALL DITCHES/SWALES STABILIZED 200' BACK FROM POINT OF DISCHARGE OR PROPERTY EDGE WITHIN 24 HOURS? (MULCH,HYDROMULCH, TACKIFIER, OR SIMILAR BEST MANAGEMENT PRACTICES [BMPS] ARE NOT ACCEPTABLE IN DITCHES/SWALESIF THE SLOPE IS GREATER THAN 2%)ARE APPROPRIATE BMP'S INSTALLED PROTECTING INLETS/OUTLETS?5. DO PIPE OUTLETS HAVE ENERGY DISSIPATION (WITHIN 24 HOURS OF CONNECTION)?6. IS CONSTRUCTION PHASING BEING FOLLOWED IN ACCORDANCE WITH THE SWPPP?7. ARE AREAS NOT TO BE DISTURBED MARKED OFF (FLAGS, SIGNS, ETC.)?COMMENTS:SEDIMENT CONTROL REQUIREMENTS (SECTION 9.1)1. ARE PERIMETER SEDIMENT CONTROLS INSTALLED PROPERLY ON ALL DOWN GRADIENT PERIMETERS?2. ARE APPROPRIATE BMPS INSTALLED PROTECTING INLETS, CATCH BASINS, AND CULVERT INLETS?3. IS A 50 FOOT NATURAL BUFFER PRESERVED AROUND ALL SURFACE WATERS DURING CONSTRUCTION?3.1. IF NO, HAVE REDUNDANT SEDIMENT CONTROLS BEEN INSTALLED?4. DO ALL ERODIBLE STOCKPILES HAVE PERIMETER CONTROL IN PLACE?5. IS THERE A TEMPORARY SEDIMENT BASIN ON SITE, AND IS IT BUILT AS REQUIRED IN SECTION 14 OF THE PERMIT?6. IS SOIL COMPACTION BEING MINIMIZED WHERE NOT DESIGNED FOR COMPACTION?7. IS TOPSOIL BEING PRESERVED UNLESS INFEASIBLE?8. IF CHEMICAL FLOCCULANTS ARE USED, IS THERE A CHEMICAL FLOCCULANT PLAN IN PLACE?COMMENTS:DISCLOSURES:·AFTER DISCOVERY, THE PERMIT REQUIRES MANY OF THE DEFICIENCIES THAT MAY BE FOUND ON SITE BE CORRECTED WITHIN A SPECIFIED PERIOD OF TIME. SEE PERMIT FOR MORE DETAILS.·THE PERMITTEE(S) IS/ARE RESPONSIBLE FOR THE INSPECTION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT BMPS AS WELL AS EROSION PREVENTION AND SEDIMENT CONTROL BMPS UNTILANOTHER PERMITTEE HAS OBTAINED COVERAGE UNDER THIS PERMIT ACCORDING TO SECTION 3, OR THE PROJECT HAS MET THE TERMINATION CONDITIONS OF THE PERMIT AND A NOTICE OF TERMINATION HAS BEEN SUBMITTED TO THEMINNESOTA POLLUTION CONTROL AGENCY.Y N N/AY N N/A7 DAY RAINY NMAINTENANCE AND INSPECTIONS (SECTION 11)1. ARE ALL PREVIOUSLY STABILIZED AREAS MAINTAINING GROUND COVER?2. ARE PERIMETER CONTROLS MAINTAINED AND FUNCTIONING PROPERLY, SEDIMENT REMOVED WHEN ONE-HALF FULL?3. ARE INLET PROTECTION DEVICES MAINTAINED AND ADEQUATELY PROTECTING INLETS?4. ARE THE TEMPORARY SEDIMENT BASINS BEING MAINTAINED AND FUNCTIONING PROPERLY?5. ARE VEHICLE TRACKING BMPS AT SITE EXISTS IN PLACE AND MAINTAINED AND FUNCTIONING PROPERLY?6. IS ALL TRACKED SEDIMENT BEING REMOVED WITHIN 24 HOURS?7. HAVE ALL SURFACE WATERS, DITCHES, CONVEYANCES, AND DISCHARGE POINTS BEEN INSPECTED?8. WERE ANY DISCHARGES SEEN DURING THIS INSPECTION (I.E., SEDIMENT, TURBID WATER, OR OTHERWISE)?IF YES, RECORD THE LOCATION OF ALL POINTS OF DISCHARGE. PHOTOGRAPH AND DESCRIBE THE DISCHARGE (SIZE, COLOR, ODOR, FOAM, OIL SHEEN, TIME, ETC.).DESCRIBE HOW THE DISCHARGE WILL BE ADDRESSED. WAS THE DISCHARGE A SEDIMENT DELTA? IF YES, WILL THE DELTA BE RECOVERED WITHIN SEVEN DAYS ANDIN ACCORDANCE WITH ITEM 11.5 OF THE PERMIT?COMMENTS:Y N N/APOLLUTION PREVENTION (SECTION 12)1. ARE ALL CONSTRUCTION MATERIALS THAT CAN LEACH POLLUTANTS UNDER COVER OR PROTECTED?2. ARE HAZARDOUS MATERIALS BEING PROPERLY STORED?3. ARE APPROPRIATE BMPS BEING USED TO PREVENT DISCHARGES ASSOCIATED WITH FUELING AND MAINTENANCE OFEQUIPMENT OR VEHICLES?4. ARE ALL SOLID WASTES BEING PROPERLY CONTAINED AND DISPOSED OF?5. IS THERE A CONCRETE/OTHER MATERIAL WASHOUT AREA ON SITE AND IS IT BEING USED?6. IS THE CONCRETE WASHOUT AREA MARKED WITH A SIGN?7. ARE THE CONCRETE/OTHER MATERIAL WASHOUT AREAS PROPERLY MAINTAINED?COMMENTS:Y N N/AOTHER1. IS A COPY OF THE SWPPP, INSPECTION RECORDS, AND TRAINING DOCUMENTATION LOCATED ON THE CONSTRUCTIONSITE, OR CAN IT BE MADE AVAILABLE WITHIN 72 HOURS?2. HAS THE SWPPP BEEN FOLLOWED AND IMPLEMENTED ON SITE, AND AMENDED AS NEEDED?3. IS ANY DEWATERING OCCURRING ON SITE?IF YES, WHAT BMPS ARE BEING USED TO ENSURE THAT CLEAN WATER IS LEAVING THE SITE AND THE DISCHARGE IS NOTCAUSING EROSION OR SCOUR?4. WILL A PERMANENT STORMWATER MANAGEMENT SYSTEM BE CREATED FOR THIS PROJECT IF REQUIRED AND INACCORDANCE WITH SECTION 15 OF THE PERMIT (IF ADDING AN ACRE OR MORE OF NEW IMPERVIOUS SURFACE)?IF YES, DESCRIBE:5. IF INFILTRATION/FILTRATION SYSTEMS ARE BEING CONSTRUCTED, ARE THEY MARKED AND PROTECTED FROMCOMPACTION AND SEDIMENTATION?6. DESCRIPTION OF AREAS OF NON-COMPLIANCE NOTED DURING THE INSPECTION, REQUIRED CORRECTIVE ACTIONS, AND RECOMMENDED DATE OF COMPLETION OFCORRECTIVE ACTIONS:7. PROPOSED AMENDMENTS TO THE SWPPP:8. POTENTIAL AREAS OF FUTURE CONCERN:9. ADDITIONAL COMMENTSY N N/AY NReceived 2/12/25 Planning DivisionPage 1027 of 1184 AA518FRANCE AVENUE S DANILA PLAZANORTH-SOUTH ST 7250 FRANCE AVEOFFICE BUILDING7200 FRANCE AVEBUILDING SETBACK52'-2"50'-0" MINBUILDING SETBACK25'-0" VARIANCE 60'-0"6'-0"8'-0"6'-0" 13'-6"139'-8"JJA6.52CONSTRUCTION LIMITSCONSTRUCTION LIMITSDRIVE ENTRY, SEE CIVILA1A1A1B1EEB1B1B1A1LB2B1B1IJB1B1B1B1B1B1B1B1B2B1B2B2B2QQQQQQQQJJJJJJJJJA1A1APPX LIMITS OF WORKWITHIN 7200 SCOPEA1WALK (CONCRETE)CRETAINING WALLD1EF1SEAT WALLS, SEE DETAIL 5/L5.1GWASTE AND RECYCLING, SEE DETAIL 11/L5.1HBIKE RACKS, SEE DETAIL 12/L5.1IJDECORATIVE PLANTERS, SEE DETAIL 7/L5.1 FOR QUANITIES7200 / 7250 PLAN KEYNOTES:B1PLANTING BED (IRRIGATED)KSTAIR AND HANDRAILS (DK BRONZE / BLACK TO MATCHARCH, SEE DETAIL 06/L5.0 AND 13/L5.1LSIGNAGE, BY OTHERSINTEGRAL TABLE AND CHAIRSXref R:\222702\Revit\Linked Files\Civil\21419-PSITE.dwg NATIVE VEGETATION / SEED (TEMP IRRIGATE)DECORATIVE PAVING (CONCRETE) TYPE 1, SEE DETAIL 8/L5.0NSCULPTURAL / ART MONUMENTF2SEAT WALLS - WOOD TOPS, SEE DETAIL 5/L5.0 and 6/L5.1MMETAL EDGER PLANTER SYSTEMB2TURF SOD (IRRIGATED)D2DECORATIVE PAVING (PAVERS) - TYPE 2, SEE DETAIL 8/L5.0MOVABLE TABLE AND CHAIRS, SEE DETAIL 8/L5.1OD3DECORATIVE PAVING - CONCRETE SURFACE RETARDER / ETCH FINISHGUARDRAIL, MATCH ARCHITECTUREPA2WALK (ASPHALT)BUILDING MAINTENANCE EDGEQ7200DEVELOPMENTLANDSCAPE SITE PLAN01L1.0 20'40'10'0'SCALE:1"=20'L1.0LANDSCAPE SITE PLANSEE THE 7250 FRANCE AVEPROJECT FOR OVERALLDEVELOPMENT ANDCONSTRUCTION PLANSSignatureTyped or Printed NameLicense # DatePROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:06/10/2024REVISIONS:KEY PLANI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of Minnesota9/10/2021 11:30:10 AM 24225JC / MGTM7200 FRANCE AVE7200-7250 France AvenueSouth, Edina, MNNo.Description DateCITY SUBMITTAL02/07/2025LANDSCAPE ARCHITECT901 N THIRD ST, SUITE 225,MINNEAPOLIS, MN 55401PH: 612.333.3702 FAX: 515.288.8359www.thinkconfluence.comReceived 2/12/25 Planning DivisionPage 1028 of 1184 NOPARKINGFrance Ave (A Public R/W)APPX LIMITS OF WORKWITHIN 7200 SCOPESYMBOLQTYCOMMON / BOTANICAL NAMECONTCALSIZEDETAILDECIDUOUS TREES15FREEMAN MAPLE / ACER FREEMANII `SIENNA GLEN`B & B2.5"CAL4 AUTUMN BLAZE MAPLE / ACER X FREEMANII `JEFFSRED` TMB & B3"CAL6AUTUMN BLAZE MAPLE / ACER X FREEMANII `JEFFSRED` TMB & B4.5"CAL4RIVER BIRCH (MULTI TRUNK) / BETULA NIGRAB & B2.5"CAL1RIVER BIRCH (MULTI TRUNK) / BETULA NIGRAB & B3"CAL3KENTUCKY COFFEETREE / GYMNOCLADUS DIOICA `ESPRESSO`B & B3"CAL11 PRAIRIE GOLD ASPEN / POPULUS TREMULOIDES `NE ARB`B & B2.5"CAL11SUMMER SHIMMER™ QUAKING ASPEN / POPULUS TREMULOIDES 'SELECT KLAUS'B & B2.5"CAL12SWAMP WHITE OAK / QUERCUS BICOLORB & B 3.5"CAL3SWAMP WHITE OAK / QUERCUS BICOLORB & B 3"CAL1NORTHERN PINE OAK / QUERCUS ELLIPSOIDALISB & B 5.5"CAL9RED OAK / QUERCUS RUBRAB & B 5.5"CAL4 AMERICAN LINDEN / TILIA AMERICANA `SENTRY`B & B 3"CALEVERGREEN TREES13TAMARACK / LARIX LARICINAB & B 7`8`ORNAMENTAL11 AUTUMN BRILLIANCE SERVICEBERRY / AMELANCHIER X GRANDIFLORA `AUTUMN BRILLIANCE` B & B 2"CALSYMBOLQTYCOMMON / BOTANICAL NAMECONTDETAILSHRUBS25BOTTLEBRUSH BUCKEYE / AESCULUS PARVIFLORA5 GAL76IROQUOIS BEAUTY BLACK CHOKEBERRY / ARONIA MELANOCARPA `IROQUOIS BEAUTY` TM5 GAL149 GROUND HUG® BLACK CHOKEBERRY / ARONIA MELANOCARPA 'UCONNAM012'2 GAL18 GRAY DOGWOOD / CORNUS RACEMOSA5 GAL21 CARDINAL RED TWIG DOGWOOD / CORNUS SERICEA `CARDINAL`5 GAL5 AMERICAN HAZELNUT / CORYLUS AMERICANA5 GAL93DWARF BUSH HONEYSUCKLE / DIERVILLA LONICERA5 GAL174LITTLE LIME HYDRANGEA / HYDRANGEA PANICULATA `JANE` TM5 GAL162 GRO-LOW FRAGRANT SUMAC / RHUS AROMATICA `GRO-LOW`5 GAL30 CUTLEAF STAGHORN SUMAC / RHUS TYPHINA 'LACINATA'5 GAL307SEM ASH LEAF SPIREA / SORBARIA SORBIFOLIA `SEM`5 GALPERENNIALS615KOREAN FEATHER REED GRASS / CALAMAGROSTIS ARUNDINACEA BRACHYTRICHA1 GAL223GOLD DEW TUFTED HAIR GRASS / DESCHAMPSIA CESPITOSA `GOLDTAU`1 GAL96RASPBERRY WINE BEE BALM / MONARDA X `RASPBERRY WINE`1 GAL570 SHENANDOAH SWITCH GRASS / PANICUM VIRGATUM `SHENANDOAH`1 GAL284 BLUE HEAVEN LITTLE BLUESTEM / SCHIZACHYRIUM SCOPARIUM `MINNBLUEA`1 GAL579 PRAIRIE DROPSEED / SPOROBOLUS HETEROLEPIS1 GALPLANT SCHEDULE 7250 FRANCELANDSCAPE PLANTING PLAN1L1.2 20'40'10'0'SCALE:1"=20'L1.2LANDSCAPE PLANTING PLAN7200DEVELOPMENTSignatureTyped or Printed NameLicense # DatePROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:06/10/2024REVISIONS:KEY PLANI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of Minnesota9/10/2021 11:30:10 AM 24225JC / MGTM7200 FRANCE AVE7200-7250 France AvenueSouth, Edina, MNNo.Description DateCITY SUBMITTAL02/07/2025LANDSCAPE ARCHITECT901 N THIRD ST, SUITE 225,MINNEAPOLIS, MN 55401PH: 612.333.3702 FAX: 515.288.8359www.thinkconfluence.comReceived 2/12/25 Planning DivisionPage 1029 of 1184 11NOTE:CONTRACTOR SHALL BE RESPONSIBLEFOR MAINTAINING TREES IN A PLUMBPOSITION THROUGHOUT THE WARRANTYPERIOD. STAKING AND GUYING ISMANDATORY FOR TREES 4" CAL ORGREATER, AND ALL BARE ROOT TREES.WRAP TREE TRUNKS ONLY UPON APPROVALBY LANDSCAPE ARCHITECT.SEE SPECIFICATION SECTION 32 93 00.3 x AMIN.30"RADIUS MIN.4"AEACH TREE SHALL BE PLANTED SUCHTHAT THE ROOT FLARE IS VISIBLE AT THETOP OF THE ROOT BALL. IF THE ROOTFLARE IS NOT VISIBLE, THE SOIL SHALL BEREMOVED IN A LEVEL MANNER FROM THEROOT BALL TO WHERE THE FIRST MAINORDER ROOT (12" DIA. OR LARGER)EMERGES FROM THE TRUNK. SET MAINORDER ROOT 1" HIGHER THAN ADJACENTGRADE. DO NOT COVER TOP OF ROOTBALL WITH SOIL.SCARIFY SIDES OF TREE PIT WITH SPADEBY HAND TO BIND WITH PREPARED SOIL.PLANTING PIT TO BE TWO TO FIVE TIMESTHE DIAMETER OF ROOT ALL, SLOPEDTAMP SOIL AROUND ROOT BALL BASEFIRMLY WITH FOOT PRESSURE SO THATROOT BALL DOES NOT SHIFT.DRAINAGE TRENCH AS REQUIRED PERPERCOLATION TEST IN SPEC. AUGER A 4"DIA. HOLE & FILL W/ 34" GRAVEL.PLACE ROOT BALL ON UNDISTURBED ORCOMPACTED SOIL.DIG PLANTING PIT 4-6" DEEPER THANROOTBALL.UNDISTURBED SUBGRADE.REMOVE BURLAP, WINE, ROPE ANDWIRE FROM TOP HALF OF ROOT BALL.COMPACT PLANTING SOIL TO85% OF MAXIMUM DRY UNITWEIGHT PER ASTM D 698.EDGE CONDITION VARIES, SEEPLAN.4" BUILT-UP EARTH SAUCERBEYOND EDGE OF ROOT BALL.3" MULCH. AS SPECIFIED.RODENT TRUNK PROTECTIONFOR DECIDUOUS TREES: 12"HARDWIRE-CLOTH MESHCYLINDER. DIMENSIONS: 8"DIAMETER (OR GREATER) X 36"HEIGHT. STAKE IN PLACE,AVOIDING ROOTS. SEE SPEC.TREE PLANTING DETAIL, TYP.01L5.01/2" = 1'-0"SEE PLAN12"MIN.PREPARE SOIL FORTHE ENTIRE BED4"3" MULCH. AS SPECIFIED.NOTE: SEE SPECIFICATION SECTIONRELATED TO EXTERIOR PLANTING.TYPICAL SOIL DEPTH FOR TURF TO BE 4"CONTAINER GROWN MATERIAL SHALLHAVE ROOTS HAND LOOSENED.MIN.4" DEEPER THAN ROOT BALL.SCARIFY SIDES AND BOTTOM OF ENTIREBED WITH SPADE BY HAND TO BIND WITHPLANTING SOIL.UNDISTURBED SUBGRADE.PLANTING DETAIL, TYP.02L5.01/2" = 1'-0"5' DIAMETER MULCH RING, TYP.12"12"12"12"12"PLANSECTION AFILTRATION BASIN SUBGRADE, SEE CIVILPLANTING SOIL MIX, SEE CIVIL FOR DEPTH,3" MULCH, AS SPECIFIED.PLUG, SEE MIX FOR SPECIESA'A1/2" SCALESTORM FEATURE PLUG LAYOUT03L5.01/2" = 1'-0"SEE PLAN SEE PLAN SEEPLANSE E PLA N PLANSECTION A'-AA'ANOTE: DO NOT PLACE MULCH INCONTACT WITH ROOT FLARE.NOTE: AMEND THE SOILS BEFOREPLANTING NATIVE PLANTSL5.0LANDSCAPE SITE DETAILSSignatureTyped or Printed NameLicense # DatePROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:06/10/2024REVISIONS:KEY PLANI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of Minnesota9/10/2021 11:30:10 AM 24225JC / MGTM7200 FRANCE AVE7200-7250 France AvenueSouth, Edina, MNNo.Description DateCITY SUBMITTAL02/07/2025LANDSCAPE ARCHITECT901 N THIRD ST, SUITE 225,MINNEAPOLIS, MN 55401PH: 612.333.3702 FAX: 515.288.8359www.thinkconfluence.comReceived 2/12/25 Planning DivisionPage 1030 of 1184 PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLAN 2/11/2025 11:26:47 AMA001 EXISTING SITE PHOTOS 2024-1149 ESG ESG 02/07/25 7200 France Ave 7200 France Ave Edina, MN LAND USE APPLICATION 02/07/2025 No. Description Date 7200 FRANCE AVENUE - EXISTING SITE IMAGES 7200 FRANCE AVENUE - EXISTING SITE AERIALS Received 2/12/25 Planning DivisionPage 1031 of 1184 West 72nd Street France Avenue South7200 FRANCE RESIDENTIAL BUILDING SETBACK 7250 FRANCE OFFICE BUILDINGNEW STREETCONSTRUCTION LIMITS LEVEL 2 COURTYARD LEVEL 2 TERRACESGallagher Drive PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLAN 2/11/2025 11:26:51 AMA002 ARCHITECTURAL SITE PLAN 2024-1149 ESG RSL 7200 France Ave 7200 France Ave Edina, MN LAND USE APPLICATION 02/07/2025 No. Description Date Received 2/12/25 Planning DivisionPage 1032 of 1184 LEVEL 1 100' - 0" LEVEL 2 114' - 0" LEVEL 3 124' - 8" LEVEL 4 135' - 4" LEVEL 5 146' - 0" LEVEL 6 157' - 4" ROOF LEVEL 169' - 4" LEVEL -1 88' - 8" LEVEL -2 78' - 0" 1 9876542 103 ELEVATOR OVERRUN 179' - 0" CUT THROUGH BUILDING 8' - 0"73' - 6"12' - 0"11' - 4"10' - 8"10' - 8"10' - 8"14' - 0"11' - 4"10' - 8"AVG GRADE PLANE 97' - 6"71' - 10"PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLAN 2/11/2025 11:26:53 AMA003 SITE SECTION 2024-1149 ESG ESG 02/07/25 7200 France Ave 7200 France Ave Edina, MN LAND USE APPLICATION 02/07/2025 No. Description Date 1/8" = 1'-0"A003 1 SECTION VIEW Received 2/12/25 Planning DivisionPage 1033 of 1184 1 A003 1 A B C E F G J L M 9876542 10 H 3 K.8 H.8 D 204' - 0" 20' - 4"4' - 0"16' - 8"29' - 0"30' - 0"30' - 0"30' - 0"30' - 0"14' - 0"6' - 1"8' - 3"28' - 0"7' - 6"21' - 0"20' - 0"28' - 6"28' - 6"19' - 10"4' - 0"22' - 0"6' - 0"14' - 4"214' - 0"218' - 0"4' - 8"67' - 6"136' - 6"2' - 7 3/8"29' - 2 5/8"186' - 2"18' - 0"24' - 0"18' - 0"18' - 0"24' - 0"18' - 0"18' - 0"24' - 0"18' - 0"26' - 6"24' - 0"27' - 4"24' - 0"45,164 SF PARKING 6.7%13.2%MUA FROM ABOVE GARAGE EXHAUST STOR 15' - 0"8' - 6"8' - 6"8' - 6" 8' - 6"18' - 0"8' - 6"8' - 6"8' - 6"24' - 5" STOR A.4 PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLAN 2/11/2025 11:26:54 AMA100 LEVEL P2 FLOOR PLAN 2024-1149 ESG ESG 7200 France Ave 7200 France Ave Edina, MN LAND USE APPLICATION 02/07/2025 3/32" = 1'-0"A100 1 LEVEL P2 - LUA No. Description Date Received 2/12/25 Planning DivisionPage 1034 of 1184 1 A003 1 A B C E F G J L M 9876542 10 H 3 K.8 H.8 D 204' - 0" 20' - 4"4' - 0"16' - 8"29' - 0"30' - 0"30' - 0"30' - 0"30' - 0"14' - 0"14' - 4"28' - 0"7' - 6"21' - 0"20' - 0"28' - 6"28' - 6"19' - 10"4' - 0"22' - 0"6' - 0"14' - 4"214' - 0"218' - 0"208' - 8"3' - 0 3/8"29' - 2 5/8"185' - 9"18' - 0"24' - 0"18' - 0"18' - 0"24' - 0"18' - 0"18' - 0"24' - 0"18' - 0"24' - 3"45,164 SF PARKING 88'-8" 6.7% 90'-8" 90'-8" 88'-8" TRASH MECH ELEC ROOM MOVE IN GARAGE EXHAUST MUA SHAFT STORDOG SPA A.4 6.1%13.2%89'-4"845.33' 846.67' PLAN NORTH PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLAN 2/11/2025 11:26:55 AMA101 LEVEL P1 FLOOR PLAN 2024-1149 ESG ESG 7200 France Ave 7200 France Ave Edina, MN LAND USE APPLICATION 02/07/2025 3/32" = 1'-0"A101 1 LEVEL P1 - LUA No. Description Date Received 2/12/25 Planning DivisionPage 1035 of 1184 UP 1 A003 1 A B C E F G J L M 9876542 10 H 3 K.8 H.8 D 204' - 0" 20' - 4"4' - 0"16' - 8"29' - 0"30' - 0"30' - 0"30' - 0"30' - 0"14' - 0"14' - 4"28' - 0"7' - 6"21' - 0"20' - 0"28' - 6"28' - 6"19' - 10"4' - 0"22' - 0"6' - 0"14' - 4"214' - 0"18' - 0"24' - 0"18' - 0"18' - 0"24' - 0"18' - 0"18' - 0"24' - 3"21,793 SF PARKING 412 SF MAINTENANCE 726 SF 1 BED 1,095 SF 1 BED + DEN 919 SF 1 BED + DEN 1,190 SF 2 BED 731 SF 1 BED 731 SF 1 BED 731 SF 1 BED 4,153 SF LOBBY/LEASING/WFH 929 SF GAME ROOM 50' SETBACK FROM CURB100'-0" 856.00' OPEN TO BELOW BUILDING PERIMETER ABOVE M W POOL ABOVE MAKE UP AIR INTAKE GARAGE EXHAUST SETBACK 30' SETBACK FROM CURB 1,127 SF LOCKER ROOMS 647 SF BIKE STORAGE 1,724 SF STORAGE 15' - 0"22' - 1"A.4 2,192 SF COMMON / CIRCULATION 1,933 SF FITNESS 243 SF POOL EQUIPMENT 50' - 0" SETBACK30' - 0" SETBACK30' - 0" SETBACKPROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLAN 2/11/2025 11:26:57 AMA102 LEVEL 1 FLOOR PLAN 2024-1149 ESG ESG 7200 France Ave 7200 France Ave Edina, MN LAND USE APPLICATION 02/07/2025 3/32" = 1'-0"A102 1 LEVEL 1 - LUA No. Description Date Received 2/12/25 Planning DivisionPage 1036 of 1184 DN 1 A003 1 A B C E F G J L M 9876542 10 H 3 K.8 H.8 D 910 SF 1 BED + DEN 748 SF 1 BED 748 SF 1 BED 1,342 SF 2 BED 906 SF 1 BED + DEN 1,107 SF 2 BED 1,107 SF 2 BED 597 SF ALCOVE 1,107 SF 2 BED 906 SF 1 BED + DEN 1,342 SF 2 BED 748 SF 1 BED748 SF 1 BED 910 SF 1 BED + DEN 731 SF 1 BED 1,277 SF 2 BED 1,481 SF 2 BED + DEN 597 SF ALCOVE 597 SF ALCOVE 597 SF ALCOVE 597 SF ALCOVE 5,782 SF TERRACE 2,015 SF AMENITY 544 SF ALCOVE 653 SF 1 BED 653 SF 1 BED 1,354 SF 2 BED + DEN 1,481 SF 2 BED + DEN 1,277 SF 2 BED 731 SF 1 BED 4,443 SF COMMON / CIRCULATION 204' - 0" 20' - 4"4' - 0"16' - 8"29' - 0"30' - 0"30' - 0"30' - 0"30' - 0"14' - 0"6' - 1"8' - 3"28' - 0"7' - 6"21' - 0"20' - 0"28' - 6"28' - 6"19' - 10"4' - 0"22' - 0"6' - 0"14' - 4"214' - 0"147 SF TERRACE 147 SF TERRACE 147 SF TERRACE ELEC/ DATA WOMENS SHOWER ROOM SPA POOL PRIVATE TERRACE PRIVATE TERRACE PRIVATE TERRACE PRIVATE TERRACE PRIVATE TERRACE PRIVATE TERRACE PRIVATE TERRACE PRIVATE TERRACE RAISED CONCRETE PLANTERS LOUNGE SEATING AREA DINING SEATING AREA PRIVATE DINIING KITCHENMENS SHOWER ROOMPRIVATE TERRACE EXTENT OF HYDRONIC HEATING ARTIFICIAL TURF GAME LAWN A.4 CONSERVATORY -LOUNGE SEATING AREA PANTRY 606 SF AMENITY PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLAN 2/11/2025 11:26:58 AMA103 LEVEL 2 FLOOR PLAN 2024-1149 ESG ESG 7200 France Ave 7200 France Ave Edina, MN LAND USE APPLICATION 02/07/2025 3/32" = 1'-0"A103 1 LEVEL 2 - LUA No. Description Date Received 2/12/25 Planning DivisionPage 1037 of 1184 1 A003 1 A B C E F G J L M 9876542 10 H 3 K.8 H.8 D 204' - 0" 20' - 4"4' - 0"16' - 8"29' - 0"30' - 0"30' - 0"30' - 0"30' - 0"14' - 0"6' - 1"8' - 3"28' - 0"7' - 6"21' - 0"20' - 0"28' - 6"28' - 6"19' - 10"4' - 0"22' - 0"6' - 0"14' - 4"214' - 0"1,481 SF 2 BED + DEN 1,354 SF 2 BED + DEN 653 SF 1 BED 653 SF 1 BED 544 SF ALCOVE 552 SF ALCOVE 731 SF 1 BED 731 SF 1 BED 706 SF 1 BED 597 SF ALCOVE 3,737 SF COMMON / CIRCULATION 597 SF ALCOVE 597 SF ALCOVE 597 SF ALCOVE 1,481 SF 2 BED + DEN 1,277 SF 2 BED 731 SF 1 BED 910 SF 1 BED + DEN 748 SF 1 BED 748 SF 1 BED 1,342 SF 2 BED 906 SF 1 BED + DEN 906 SF 1 BED + DEN 1,342 SF 2 BED 748 SF 1 BED 748 SF 1 BED 910 SF 1 BED + DEN 731 SF 1 BED1,277 SF 2 BED 1,107 SF 2 BED 1,107 SF 2 BED 1,107 SF 2 BED 597 SF ALCOVE A.4 PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLAN 2/11/2025 11:26:59 AMA104 LEVEL 3 FLOOR PLAN (LEVELS 4 & 5 SIMILAR) 2024-1149 ESG ESG 7200 France Ave 7200 France Ave Edina, MN LAND USE APPLICATION 02/07/2025 3/32" = 1'-0"A104 1 LEVEL 3-5 (TYP) - LUA No. Description Date Received 2/12/25 Planning DivisionPage 1038 of 1184 1 A003 1 A B C E F G J L M 9876542 10 H 3 K.8 H.8 D 204' - 0" 20' - 4"4' - 0"16' - 8"29' - 0"30' - 0"30' - 0"30' - 0"30' - 0"14' - 0"6' - 1"8' - 3"28' - 0"7' - 6"21' - 0"20' - 0"28' - 6"28' - 6"19' - 10"4' - 0"22' - 0"6' - 0"14' - 4"214' - 0"613 SF TERRACE 2,383 SF 2 BED + DEN 653 SF 1 BED 543 SF ALCOVE 553 SF ALCOVE 1,497 SF 2 BED910 SF 1 BED + DEN 1,513 SF 2 BED 1,463 SF 2 BED 705 SF 1 BED 3,398 SF COMMON / CIRCULATION 1,212 SF 2 BED 2,166 SF 2 BED + DEN 613 SF TERRACE 1,513 SF 2 BED 910 SF 1 BED + DEN 1,497 SF 2 BED 1,861 SF 2 BED + DEN 1,107 SF 2 BED 1,107 SF 2 BED 1,107 SF 2 BED 1,861 SF 2 BED + DEN 414 SF TERRACE 414 SF TERRACE 473 SF TERRACE 473 SF TERRACE A.4 PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLAN 2/11/2025 11:26:59 AMA105 LEVEL 6 FLOOR PLAN 2024-1149 ESG ESG 7200 France Ave 7200 France Ave Edina, MN LAND USE APPLICATION 02/07/2025 3/32" = 1'-0"A105 1 LEVEL 6 - LUA No. Description Date Received 2/12/25 Planning DivisionPage 1039 of 1184 1 A B C E F G J L M 9876542 10 H 3 K.8 H.8 D 204' - 0" 20' - 4"4' - 0"16' - 8"29' - 0"30' - 0"30' - 0"30' - 0"30' - 0"14' - 0"6' - 1"8' - 3"28' - 0"7' - 6"21' - 0"20' - 0"28' - 6"28' - 6"19' - 10"4' - 0"22' - 0"6' - 0"14' - 4"214' - 0"PERIMETER OF EXTERIOR WALL BELOW TERRACE BELOW PERMIMETER WALL OF RECESSED BALCONY BELOW THIS PORTION OF ROOF OVER BALCONY BELOW IS ELEVATED 3'-0" ABOVE TYPICAL ROOF ELEVATOR OVERRUN ROOF TERRACE BELOW A.4 PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLAN 2/11/2025 11:27:00 AMA106 ROOF PLAN 2024-1149 ESG ESG 7200 France Ave 7200 France Ave Edina, MN LAND USE APPLICATION 02/07/2025 3/32" = 1'-0"A106 1 ROOF LEVEL - LUA No. Description Date Received 2/12/25 Planning DivisionPage 1040 of 1184 LEVEL 1 100' - 0" LEVEL 2 114' - 0" LEVEL 3 124' - 8" LEVEL 4 135' - 4" LEVEL 5 146' - 0" LEVEL 6 157' - 4" ROOF LEVEL 169' - 4"14' - 0"10' - 8"10' - 8"10' - 8"11' - 4"12' - 0"9' - 8"ELEVATOR OVERRUN 179' - 0" BRICK - FRENCH GRAY FIBER CEMENT - MEDIUM GRAY, PATTERN 1 FIBER CEMENT - BUFF, PATTERN 1 FIBER CEMENT - BROWN, PATTERN 3 FIBER CEMENT - MEDIUM GRAY, PATTERN 2 FIBER CEMENT - BLACK, PATTERN 2 STOREFRONT GLAZING - BLACK FRAME PREFABRICATED BALCONIES - BLACK WINDOW - BLACK FRAME LOUVER - BUFF COLOR FIBER CEMENT - MEDIUM GRAY, PATTERN 1 FIBER CEMENT - BLACK, PATTERN 2 AVG GRADE PLANE 97' - 6"71' - 10"LEVEL 1 100' - 0" LEVEL 2 114' - 0" LEVEL 3 124' - 8" LEVEL 4 135' - 4" LEVEL 5 146' - 0" LEVEL 6 157' - 4" ROOF LEVEL 169' - 4" LEVEL -1 88' - 8"9' - 8"12' - 0"11' - 4"10' - 8"10' - 8"10' - 8"14' - 0"11' - 4"ELEVATOR OVERRUN 179' - 0" FIBER CEMENT - MEDIUM GRAY, PATTERN 2 BRICK - FRENCH GRAY FIBER CEMENT - MEDIUM GRAY, PATTERN 1 FIBER CEMENT - BLACK, PATTERN 2 WINDOW - BLACK FRAME STOREFRONT GLAZING - BLACK FRAME PREFABRICATED BALCONIES - BLACK FIBER CEMENT - BROWN, PATTERN 3 AVG GRADE PLANE 97' - 6"61' - 6"PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLAN 2/11/2025 11:27:01 AMA201 EXTERIOR ELEVATIONS 2024-1149 ESG ESG 05/07/24 7200 France Ave 7200 France Ave Edina, MN LAND USE APPLICATION 02/07/2025 1/8" = 1'-0"A201 1 NORTH ELEVATION - LUA 1/8" = 1'-0"A201 2 SOUTH ELEVATION - LUA No. Description Date Received 2/12/25 Planning DivisionPage 1041 of 1184 LEVEL 1 100' - 0" LEVEL 2 114' - 0" LEVEL 3 124' - 8" LEVEL 4 135' - 4" LEVEL 5 146' - 0" LEVEL 6 157' - 4" ROOF LEVEL 169' - 4"9' - 8"12' - 0"11' - 4"10' - 8"10' - 8"10' - 8"14' - 0"ELEVATOR OVERRUN 179' - 0" BRICK - FRENCH GRAY FIBER CEMENT - BLACK, PATTERN 2 STOREFRONT GLAZING - BLACK FRAME WINDOW - BLACK FRAME FIBER CEMENT - MEDIUM GRAY, PATTERN 1 PREFABRICATED BALCONIES - BLACK FIBER CEMENT - BROWN, PATTERN 3 AVG GRADE PLANE 97' - 6"71' - 10"LEVEL 1 100' - 0" LEVEL 2 114' - 0" LEVEL 3 124' - 8" LEVEL 4 135' - 4" LEVEL 5 146' - 0" LEVEL 6 157' - 4" ROOF LEVEL 169' - 4" LEVEL -1 88' - 8"9' - 8"12' - 0"11' - 4"10' - 8"10' - 8"10' - 8"14' - 0"11' - 4"ELEVATOR OVERRUN 179' - 0" COURTYARD ELEVATION BEYOND. SEE SHEET #/4 A203 FIBER CEMENT - MEDIUM GRAY, PATTERN 1 BRICK - FRENCH GRAY WINDOW - BLACK FRAME PREFABRICATED BALCONIES - BLACK STOREFRONT GLAZING - BLACK FRAME FIBER CEMENT - BLACK, PATTERN 2 FIBER CEMENT - MEDIUM GRAY, PATTERN 2 AVG GRADE PLANE 97' - 6"59' - 10"PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLAN 2/11/2025 11:27:04 AMA202 EXTERIOR ELEVATIONS 2024-1149 ESG ESG 05/07/24 7200 France Ave 7200 France Ave Edina, MN LAND USE APPLICATION 02/07/2025 1/8" = 1'-0"A202 1 EAST ELEVATION - LUA 1/8" = 1'-0"A202 2 WEST ELEVATION - LUA No. Description Date Received 2/12/25 Planning DivisionPage 1042 of 1184 LEVEL 1 100' - 0" LEVEL 2 114' - 0" LEVEL 3 124' - 8" LEVEL 4 135' - 4" LEVEL 5 146' - 0" LEVEL 6 157' - 4" ROOF LEVEL 169' - 4"12' - 0"11' - 4"10' - 8"10' - 8"10' - 8"14' - 0"FIBER CEMENT - MEDIUM GRAY, PATTERN 2 WINDOW - BLACK FRAME PREFABRICATED BALCONIES - BLACK BRICK - FRENCH GRAY 61' - 2"AVG GRADE PLANE 97' - 6" LEVEL 1 100' - 0" LEVEL 2 114' - 0" LEVEL 3 124' - 8" LEVEL 4 135' - 4" LEVEL 5 146' - 0" LEVEL 6 157' - 4" ROOF LEVEL 169' - 4"14' - 0"10' - 8"10' - 8"10' - 8"11' - 4"12' - 0"WINDOW - BLACK FRAME PREFABRICATED BALCONIES - BLACK FIBER CEMENT - MEDIUM GRAY, PATTERN 2 BRICK - FRENCH GRAY AVG GRADE PLANE 97' - 6" LEVEL 1 100' - 0" LEVEL 2 114' - 0" LEVEL 3 124' - 8" LEVEL 4 135' - 4" LEVEL 5 146' - 0" LEVEL 6 157' - 4" ROOF LEVEL 169' - 4"9' - 8"12' - 0"11' - 4"10' - 8"10' - 8"10' - 8"14' - 0"ELEVATOR OVERRUN 179' - 0" FIBER CEMENT - BROWN, PATTERN 3 WINDOW - BLACK FRAME PREFABRICATED BALCONIES - BLACK STOREFRONT GLAZING - BLACK FRAME FIBER CEMENT - MEDIUM GRAY, PATTERN 2 AVG GRADE PLANE 97' - 6" LEVEL 1 100' - 0" LEVEL 2 114' - 0" LEVEL 3 124' - 8" LEVEL 4 135' - 4" LEVEL 5 146' - 0" LEVEL 6 157' - 4" ROOF LEVEL 169' - 4" LEVEL -1 88' - 8" ELEVATOR OVERRUN 179' - 0"9' - 8"12' - 0"11' - 4"10' - 8"10' - 8"10' - 8"14' - 0"11' - 4"FIBER CEMENT - MEDIUM GRAY, PATTERN 2 FIBER CEMENT - BROWN, PATTERN 3 PREFABRICATED BALCONIES - BLACK WINDOW - BLACK FRAME AVG GRADE PLANE 97' - 6" PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLAN 2/11/2025 11:27:06 AMA203 EXTERIOR ELEVATIONS 2024-1149 ESG ESG 05/07/24 7200 France Ave 7200 France Ave Edina, MN LAND USE APPLICATION 02/07/2025 1/8" = 1'-0"A203 1 NORTH COURTYARD ELEVATION - LUA 1/8" = 1'-0"A203 2 SOUTH COURTYARD ELEVATION - LUA 1/8" = 1'-0"A203 3 EAST COURTYARD ELEVATION - LUA 1/8" = 1'-0"A203 4 WEST ELEVATION COURTYARD - LUA No. Description Date Received 2/12/25 Planning DivisionPage 1043 of 1184 PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLAN 2/11/2025 11:27:08 AMA400 EXTERIOR MATERIALS 2024-1149 ESG ESG 05/07/24 7200 France Ave 7200 France Ave Edina, MN LAND USE APPLICATION 02/07/2025 LOUVER : BUFF COLOR PREFABRICATED BALCONIES : BLACK WINDOWS : BLACK FRAME STOREFRONT GLAZING FIBER CEMENT 5 : BUFF PATTERN 3 FIBER CEMENT 3 : BUFF PATTERN 1 FIBER CEMENT 4 : BLACK PATTERN 2 FIBER CEMENT 2 : MEDIUM GRAY PATTERN 2 FIBER CEMENT 1 : MEDIUM GRAY PATTERN 1 BRICK : FRENCH GRAY No. Description Date Received 2/12/25 Planning DivisionPage 1044 of 1184 PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLAN 2/11/2025 11:27:08 AMA500 AERIAL VIEWS 2024-1149 ESG ESG 05/07/24 7200 France Ave 7200 France Ave Edina, MN LAND USE APPLICATION 02/07/2025 AERIAL - NE CORNER AERIAL - SE CORNER AERIAL - SW CORNERAERIAL - NW CORNER No. Description Date Received 2/12/25 Planning DivisionPage 1045 of 1184 PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLAN 2/11/2025 11:27:08 AMA501 EXTERIOR RENDERINGS 2024-1149 ESG ESG 05/07/24 7200 France Ave 7200 France Ave Edina, MN LAND USE APPLICATION 02/07/2025 SE CORNER - DAY VIEW SE CORNER - NIGHT VIEW NE CORNER - DAY VIEW NE CORNER - NIGHT VIEW No. Description Date Received 2/12/25 Planning DivisionPage 1046 of 1184 PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLAN 2/11/2025 11:27:08 AMA502 EXTERIOR RENDERINGS 2024-1149 ESG ESG 05/07/24 7200 France Ave 7200 France Ave Edina, MN LAND USE APPLICATION 02/07/2025 VIEW ALONG FRANCE AVE LOOKING SOUTH VIEW ALONG 72ND STREET LOOKING EAST No. Description Date Received 2/12/25 Planning DivisionPage 1047 of 1184 PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLAN 2/11/2025 11:27:08 AMA503 EXTERIOR RENDERINGS 2024-1149 ESG ESG 06/21/24 7200 France Ave 7200 France Ave Edina, MN LAND USE APPLICATION 02/07/2025 VIEW OF DANILA LOOKING WEST VIEW ALONG 72ND STREET LOOKING EAST No. Description Date Received 2/12/25 Planning DivisionPage 1048 of 1184 PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLAN 2/11/2025 11:27:08 AMA504 EXTERIOR ELEVATIONS 2024-1149 ESG ESG 06/21/24 7200 France Ave 7200 France Ave Edina, MN LAND USE APPLICATION 02/07/2025 VIEW LOOKING EAST VIEW OF DANILA LOOKING EAST No. Description Date Received 2/12/25 Planning DivisionPage 1049 of 1184 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.2 0.2 0.1 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.3 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.4 0.5 0.4 0.2 0.4 0.4 0.5 0.5 0.5 0.7 0.7 0.8 0.6 0.9 0.6 0.8 0.8 0.7 0.9 0.5 0.7 0.8 0.5 0.8 0.6 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.7 0.8 0.7 0.3 0.9 0.8 0.7 1.1 0.7 1.3 0.4 0.4 0.3 0.3 0.4 0.4 0.4 0.4 0.3 0.4 0.4 0.3 0.7 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.6 1.1 1.5 1.4 1.0 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.8 1.7 2.6 2.8 0.6 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.3 0.9 2.3 3.6 3.7 0.9 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 1.0 2.8 4.6 3.9 0.9 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 1.1 2.9 5.0 4.9 0.6 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 1.3 3.2 5.1 4.1 1.3 0.6 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 1.4 3.2 4.7 4.2 1.6 0.8 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.3 0.6 1.5 3.3 4.6 3.9 1.7 0.8 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.6 1.6 3.3 4.8 4.3 1.7 0.8 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.7 1.6 3.6 5.5 4.5 1.7 0.9 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.7 1.7 3.7 5.7 5.4 1.7 0.9 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.9 1.8 3.7 5.5 4.4 1.7 0.9 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 1.0 1.9 3.5 4.6 4.1 1.7 0.8 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 1.1 2.0 3.2 3.9 2.9 1.7 0.8 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.6 1.1 2.0 3.0 3.5 2.2 1.6 0.7 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.6 1.2 2.1 2.9 3.2 2.1 1.2 0.6 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.6 1.2 2.1 2.9 3.0 2.8 0.5 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.6 1.2 2.1 2.8 3.0 2.6 0.8 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.6 1.2 2.0 2.7 2.9 2.4 1.0 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.6 1.1 1.9 2.6 2.9 2.6 0.6 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.5 1.0 1.7 2.4 2.6 2.4 1.0 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.5 0.9 1.6 2.1 2.4 2.2 0.5 1.0 0.6 1.1 0.8 1.1 0.6 0.6 0.5 0.4 0.6 0.4 0.6 0.5 0.4 0.6 0.4 0.6 0.5 0.4 0.6 0.7 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.8 1.3 1.8 2.1 1.8 1.2 0.6 0.5 0.7 0.7 0.7 0.6 0.8 0.7 0.6 0.8 0.6 0.8 0.7 0.6 0.8 0.6 0.7 0.7 0.6 0.7 0.5 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.7 1.1 1.5 1.6 1.5 0.9 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.6 0.9 1.2 1.3 1.2 0.7 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.5 0.8 0.9 1.0 0.9 0.5 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.4 0.6 0.7 0.7 0.6 0.4 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.4 0.5 0.5 0.4 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.3 0.4 0.4 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min East Property Line Illuminance Fc 0.10 0.2 0.0 N.A. N.A. North Prop Line Illuminance Fc 0.34 0.5 0.0 N.A. N.A. Site Illuminance Fc 0.41 5.7 0.0 N.A. N.A. South Property Line Illuminance Fc 0.08 0.5 0.0 N.A. N.A.A. REFER TO SHEETS E0.2P AND E0.3P FOR FIXTURE SCHEDULES, DETAILS, AND CUTSHEETS.B. LIGTHTING LEVELS SHOWN ARE MAINTAINED. LIGHT LOSS FACTOR OF 0.90 WAS USED TO ACCOUNT FOR DIRT AND LUMEN DEPRECIATION.C. WALL MOUNTING HEIGHTS SHOWN ARE TO CENTER OF FIXTURE.GENERAL NOTES:P125'-0"P115'-0"P115'-0"P125'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"Signature Typed or Printed Name License #Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLAN I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed professional engineer under the laws of the State of MinnesotaE0.1PELECTRICAL SITE PHOTOMETRIC PLAN 4639.0000 BWJ BWJ 06/07/24 7200 FRANCE AVE 7200 FRANCE AVE 7200 FRANCE AVE, EDINA, MN 55435 SITE PHOTOMETRIC SCALE:1" = 20'-0"ELECTRICAL SITE PHOTOMETRIC PLAN1No. Description Date 02/07/2025 Received 2/12/25 Planning DivisionPage 1050 of 1184 1,050 NOMINAL LUMENS, WET LOCATION LISTED. FINISH TO BE BLACK.3000KW112" TALL, 6" WIDE LED WALL SCONCE. DIE-CAST ALUMINUM HOUSING WITH ACRYLIC SHADE.UNIVLEDN/A25WAC LIGHTINGWS-W190114-30-BKP1EXTERIOR WALL MOUNTED LED AREA LUMINAIRE, DIE-CAST ALUMINUM HOUSING. 4" SQUARE, UNIVLEDN/A 102LITHONIA LIGHTING DSX1 LED-P3-30K-T2M-MVOLT-WBA-HSTYPE 2 MEDIUM DISTRIBUTION WITH HOUSE SIDE SHIELD.3000KLIGHT FIXTURE SCHEDULEFIXT. TYPEDESCRIPTIONVOLTAGELAMPSVA/ FIXT.MANUFACTURERCATALOG NUMBERTYPEQTY./ FIXT.Signature Typed or Printed Name License # Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLAN I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed professional engineer under the laws of the State of MinnesotaE0.2PELECTRICAL SITE PHOTOMETRIC DETAIL 4639.0000 BWJ BWJ 06/07/24 7200 FRANCE AVE 7200 FRANCE AVE 7200 FRANCE AVE, EDINA, MN 55435 SITE PHOTOMETRIC No. Description Date NO SCALEFIXTURES P11NO SCALEFIXTURE W1202/07/2025 Received 2/12/25 Planning DivisionPage 1051 of 1184 PROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONTyped or Printed NameLicense #DateI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of MinnesotaSignature1/10/2023 5:02:14 PMT1.1PUDTITLE SHEETAuthor Checker01/10/237200 & 7250FRANCE AVE7250 FRANCE AVE, EDINA, MN55435FINAL PUD01/10/2023222702No. DescriptionDate7200 & 7250 FRANCE AVE | P.U.D. 7200, 7250 FRANCE AVE | EDINA, MN 55435 PROJECT LOCATIONOWNER/DEVELOPER:Orion Investments6550 York Avenue South, Suite 207Edina, MN 55435Contact: Ted Carlson, Ph. 612-812-7788Contact: Drew Stafford, Ph. 952-200-3680CONTRACTOR:A&P Construction5500 Wayzata Blvd, Suite 600Minneapolis, MN 55416Contact: Jeff KrickPh: 952-607-4658ARCHITECT:ESG Architecture & Design500 Washington Ave. South, Suite 1080Minneapolis, MN 55415Contact: Nate Enger, AIAPh: 612-339-5508CIVIL ENGINEER:Civil Site Group5000 Glenwood AvenueGolden Valley, MN 55422Contact: Dave KnaeblePh: 612-615-0060LANDSCAPE ARCHITECT:Confluence530 N Third Street, Suite 120Minneapolis, MN 55401Contact: Jake Coryell, PLA, ASLAPh: 612-333-3702STRUCTURAL ENGINEER:Meyer Borgman Johnson510 S Marquette Ave, Suite 900Minneapolis, MN 55402Contact: Marsha Swatosh, PEPh: 612-604-3616MECHANICAL ENGINEER:Emanuelson-Podas, Inc.7705 Bush Lake Rd.Edina, MN 55439Contact: John Henderson, PE, LEED AP BD+CPh: 952-930-0050ELECTRICAL ENGINEER:Emanuelson-Podas, Inc.7705 Bush Lake Rd.Edina, MN 55439Contact: Justin Artz, PE LEED APPh: 952-930-0050PARKING CONSULTANT:WALKER CONSULTANTS1660 S HIGHWAY 100 #545MINNEAPOLIS, MN 55416Ph: 952-595-9116PROJECT TEAMVICINITYSITE LOCATIONPHASE 1 PARKING:PHASE 1A (7250 SITE): 230 PERMANENT STALLSPHASE 1B (7200 SITE): 83 TEMPORARY STALLS (IF NEEDED)TOTAL PHASE 1A + 1B = 313 STALLS• 1.87 STALLS / 1000SF OFFICE ON 7250 ONLY• 2.54 STALLS/ 1000SF OFFICE INCLUDING TEMP PARKING ON 7200PER CITY OF EDINA CODE OF ORDINANCES (SEC. 20-625) -DEFINES GROSS SQUARE FOOTAGE AS: TOTAL BUILDING FLOOR AREA OF ALL CONDITIONED SPACE CALCULATED FROM OVERALL EXTERIOR WALL DIMENSIONS OF ALL BELOW AND ABOVE GRADE FLOORS.PER CITY OF EDINA CODE OF ORDINANCES -Sec. 36-1274: THE MINIMUM NUMBER OFBICYCLEPARKING SPACES REQUIRED SHALL BE FIVE PERCENT OF THE AUTOMOBILE PARKING SPACE REQUIREMENT. WHENEVER POSSIBLE, BICYCLEPARKING SPACES SHALL BE LOCATED WITHIN 50 FEET OF A PUBLIC ENTRANCE TO A PRINCIPAL BUILDINGBUILDING METRICSPROJECT OVERVIEWTHIS PROJECT’S GOAL IS TO TRANSFORM A DILAPIDATED AND HISTORICALLY PROBLEMATIC SITE INTO A THRIVING CENTER FOR BUSINESS AND COMMUNITY ACTIVITY. DEVELOPMENT OF THIS SITE HAS THE POTENTIAL TO CREATE 450-600 JOBS WHEN ASSUMING 3-4 PER 1,000 SF IN JOBSPROPOSED PRIMARY USES:•7250:•GENERAL OFFICE •SMALL RETAIL•7200:•MIXED USE 5 STORY BUILDING: •RETAIL•OFFICE•HOSPITALITY•RESIDENTIAL PROPOSED PUBLIC EASEMENTS AND AMENITIES• FRANCE AVE SETBACK BECOMES PEDESTRIAN CORRIDOR WITH LANDSCAPED PATHS, TREESCAPES, AND SEATING AREAS• STORMWATER RETENTION BASIN WITH LANDSCAPED PATHS AND OVERLOOKS ON WEST SIDE OF SITE• DANILA STREET BECOMES PEDESTRIAN-ONLY CORRIDOR CONNECTED BY ADA-COMPLIANT RAMPS AND PATHS THROUGHOUT ENTIRETY OF SITE• NORTH-SOUTH SIDEWALKS AND DRIVE-AISLE TO BE DEDICATED PUBLIC ACCESS EASEMENT THROUGH SITE; INCLUDING SIDEWALKS AROUND PERIMETER OF SITEPHASE 2 ANTICIPATED PARKING COUNTS:POTENTIALLY 464 PENDING FINAL DESIGN FOR 7200Page 1052 of 1184 7200 & 7250 FRANCE 7200 & 7250 FRANCE AVE S, EDINA, MN 55435 6550 YORK AVE S SUITE 207, EDINA, MN 55435 ORION INVESTMENTS PROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:214198/12/2022 PUD SUBMISSION1/10/23 FINAL PUD SUBMITTAL. .. .. .. .06/30/2022 CITY SUBMITTALDRAWN BY:REVIEWED BY:AMDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202248776David J. KnaebleLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.1/10/23Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060REVISION SUMMARYDATEDESCRIPTIONC0.0TITLE SHEET. .. .. .. .. .. .7200 & 7250 FRANCEEDINA, MINNESOTASHEET INDEXSHEET NUMBER SHEET TITLEC0.0 TITLE SHEETSITE LOCATIONSITE LOCATION MAPNSITE SURVEYV1.0PH. 1 (A) UTILITY PLANC4.0 AISSUED FOR: CITY SUBMITTALDEVELOPER / PROPERTY OWNER:ENGINEER / LANDSCAPE ARCHITECT:CIVIL SITE GROUP5000 GLENWOOD AVEGOLDEN VALLEY, MN 55422CONTACT: DAVID KNAEBLE612-615-0060SURVEYOR:GEOTECHNICAL ENGINEER:SWPPP - EXISTING CONDITIONSSW1.0PH. 1 (A) GRADING PLANC3.0 AC5.0C5.1CIVIL DETAILSPH. 1 SWPPP - PROPOSED CONDITIONSSW1.1SWPPP - DETAILSSW1.2C2.0 A PH. 1 (A) SITE PLANSWPPP - NARRATIVESW1.3CIVIL DETAILSC1.0 PH. 1 REMOVALS PLANC5.2 CIVIL DETAILSKnow what'sbelow.before you dig.CallRSW1.4SWPPP - ATTACHMENTSSW1.5ARCHITECT:ESG ARCHITECTURE & DESIGN500 WASHINGTON AVE S, SUITE 1080MINNEAPOLIS, MN 55415CONTACT: NATE ENGERNATE.ENGER@ESGARCH.COM612-373-4681CIVIL SITE GROUP5000 GLENWOOD AVEGOLDEN VALLEY, MN 55422CONTACT: RORY SYNSTELIEN612-615-0060BRAUN INTERTEC11001 HAMPSHIRE AVE SMINNEAPOLIS, MN 55348952-995-2000ORION INVESTMENTS6650 YORK AVENUE S, SUITE 207EDINA, MN 55435CONTACT: TED CARLSONTED@ORIONINVESTMENTS.NET612-812-7788FRANCE AVE S W 72ND STSITE SURVEYV1.1C1.1 PH. 2 REMOVALS PLANSWPPP - ATTACHMENTSSW1.6C2.1C3.1C4.1PH. 2 SITE PLANPH. 2 GRADING PLANPH. 2 UTILITY PLANPH. 2 SWPPP - PROPOSED CONDITIONSSITE SURVEYV1.2C2.0 B PH. 1 (B) SITE PLANPH. 1 (B) GRADING PLANC3.0 BPH. 1 (B) UTILITY PLANC4.0 BC2.2 TURNING MOVEMENTSPage 1053 of 1184 Page 1054 of 1184 REVISION SUMMARYDATEDESCRIPTIONV1.1SITE SURVEY06/30/2022 CITY SUBMITTAL. .. .. .. .. .Page 1055 of 1184 V1.2CCOPYRIGHT 2019 CIVIL SITE GROUP INC.TOPOGRAPHICSURVEYPage 1056 of 1184 Conc. WalkEdge ofWoodsEdge ofWoodsEdge ofWoodsWoodWallW 72nd St(A Public R/W)Lyma France A(A Public R/W24" RCP24" RCP6" CIP 18" RCP520.01N89°51'35"W325.01S00°11'54"E520.01S89°51'35"E325.01N00°11'54"W PARCEL #4 CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITS4 Story Glass and Concrete Building7250 France Ave S, Edina, MN 55435Concrete Foundation Area: 13,947 Sq. Ft.93.15148.095.751.66 86.94150.67Gallagher DriveFrance Ave(A Public R/W)(A Public R/W)2 Story Parking Ramp BelowAccess to 2 Story Parking Ramp Below S89°48'06"W 125.00121.79Δ=14°46'22"R=472.36S00°11'54"E 237.22S75°01'42"W 56.41N00°11'54"W 268.50 S89°57'11"E 300.00EXISTING TREES TOREMAIN, PROVIDETREE PROTECTIONFENCING, TYP.CONTRACTOR TO VERIFY THATAGREEMENTS ARE IN PLACE WITHNEIGHBORING OWNER TO WORK ONTHEIR PROPERTY PRIOR TOCONSTRUCTIONREMOVE ALL EXISTINGUTILITY SERVICES PERUTILITY COMPANY AND CITYSTANDARDSREMOVE EX RAMP STRUCTURE,FOUNDATIONS, FOOTINGS & BASEMATERIALS, PER LOCAL STATE & FEDERALSTANDARDS. REMOVE/DISCONNECT ALLSERVICES & UTILITIES PER UTILITYCOMPANY AND/OR L.G.U. STANDARDS.REMOVE EX BUILDING,STRUCTURES, FOUNDATIONS,FOOTINGS & BASE MATERIALS,PER LOCAL STATE & FEDERALSTANDARDS.REMOVE/DISCONNECT ALLSERVICES & UTILITIES PERUTILITY COMPANY AND/ORL.G.U. STANDARDS.REMOVE EXISTING VENTSTRUCTUREREMOVE EXISTINGSIGN AND LIGHTINGREMOVE EX BUILDING,STRUCTURES, FOUNDATIONS,FOOTINGS & BASE MATERIALS,PER LOCAL STATE & FEDERALSTANDARDS.REMOVE/DISCONNECT ALLSERVICES & UTILITIES PERUTILITY COMPANY AND/ORL.G.U. STANDARDS.REMOVE EXISTINGELEVATED WALKWAY,METAL RAILING,SUPPORT POSTS &FOOTINGS, TYP.REMOVE EXISTINGMETAL RAILING ANDCONC. RET. WALL, TYP.REMOVE EXISTINGCONCRETE BOLLARD,TYP.REMOVE EXISTINGSTORM INLETS ANDPIPE, TYP.REMOVE EXISTINGLIGHTSSALVAGE ANDRELOCATETRANSFORMER.COORD. W/ CITYPROTECT SIGNALPOLE DURINGCONSTRUCTION, TYP.EXISTING HYDRANT TOREMAIN, PROTECTDURING CONSTRUCTIONREMOVE EXISTINGENTRANCE STRUCTURE,LIGHT POLE AND SIGNAGEREMOVE EXISTINGELEVATED WALKWAY,METAL RAILING,SUPPORT POSTS &FOOTINGS, TYP.REMOVEEXISTING SIGNREMOVE ELEC.TRANSFORMER, COORD.W/ UTILITY COMPANYSALVAGE SIGNAGE,COORD. W/ CITYREMOVE EXISTING CURBAND GUTTER, TYP.REMOVE EXISTING POSTINDICATOR VALVE ANDWATER SERVICE,COORD. W/ CITYREMOVE EXISTINGENTRANCE STRUCTURE,LIGHT POLES AND SIGNAGEREMOVE EXISTINGHYDRANT, COORD.W/ CITYREMOVE EXISTINGLIGHTSREMOVE PHONE PED.,COORD. W/ UTILITYCOMPANYSALVAGE SIGNAGE,COOR. W/ CITYREMOVE EXISTINGFENCE, TYP.REMOVE EXISTINGPAVEMENT, BASEMATERIAL ANDPARKING SIGNS, TYP.REMOVE EXISTINGROCK WALL, TYP.EXISTING HYDRANT TOREMAIN, PROTECTDURING CONSTRUCTIONREMOVE EXISTINGPAVEMENT, BASEMATERIAL ANDPARKING SIGNS, TYP.REMOVE ELEC.TRANSFORMER, COORD.W/ UTILITY COMPANYREMOVE EXISTING CURBAND GUTTER, TYP.REMOVE EXISTINGSTORM PIPE, TYP.SALVAGE EXISTING STRUCTURE FORRECONSTRUCTION. CONTRACTORTO CONFIRM STRUCTURE ISACCESSIBLE / EXISTSREMOVE EXISTING TREEAND BALL ROOT, TYP.REMOVEEXISTINGFENCE ANDFOOTING, TYP.REMOVE FES AND PIPETO NEW STRUCTURELOCATIONREMOVE EXISTING TREEAND BALL ROOT, TYP.REMOVE WIREAND TIMBERRAILINGSALVAGE SIGNAGE,COORD. W/ CITYREMOVE EXISTING TREEAND BALL ROOT, TYP.REMOVE EXISTING TREEAND BALL ROOT, TYP.REMOVE EXISTINGPAVEMENT, BASEMATERIALREMOVE EXISTINGTOWER, EQUIPMENT,FOOTINGS, ETC. COORD.W/ UTILITY OWNERREMOVE EXISTINGPAVEMENT STRIPINGDISCONNECTED SANITARYAND WATER SERVICES TO BECAPPED AT THE MAIN.REMOVE AND REPLACEEXISTING PAVEMENT ANDBASE MATERIAL TO MATCHEXISTING PAVEMENT SECTIONFOR UTILITY CONSTRUCTION.ROAD PATCHING SHALLCONFORM TO CITY DETAIL 540AND 543 FOR GALLAGHER.REMOVE AND REPLACEEXISTING PAVEMENT ANDBASE MATERIAL TO MATCHEXISTING PAVEMENT SECTIONFOR UTILITY CONSTRUCTION.ROAD PATCHING SHALLCONFORM TO CITY DETAIL 540AND 545 FOR 72ND.REMOVE AND REPLACEEXISTING PAVEMENT ANDBASE MATERIAL TO MATCHEXISTING PAVEMENT SECTIONFOR UTILITY CONSTRUCTION.ROAD PATCHING SHALLCOMPLY WITH RAMSEYCOUNTY REQUIREMENTS FORFRANCE.DISCONNECTED SANITARYAND WATER SERVICES TO BECAPPED AT THE MAIN.AN UNKNOWN WELL MAYEXIST ON THE 7200 FRANCEPROPERTY. WELL MUST BESEALED BY A LICENSED WELLCONTRACTOR PER MN RULES,CHAPTER 4725.REMOVALS LEGEND:TREE PROTECTIONREMOVAL OF PAVEMENT AND ALL BASE MATERIAL,INCLUDING BIT., CONC., AND GRAVEL PVMTS.REMOVAL OF STRUCTURE INCLUDING ALLFOOTINGS AND FOUNDATIONS.TREE REMOVAL - INCLUDING ROOTS AND STUMPS7200 & 7250 FRANCE 7200 & 7250 FRANCE AVE S, EDINA, MN 55435 6550 YORK AVE S SUITE 207, EDINA, MN 55435 ORION INVESTMENTS PROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:214198/12/2022 PUD SUBMISSION1/10/23 FINAL PUD SUBMITTAL. .. .. .. .06/30/2022 CITY SUBMITTALDRAWN BY:REVIEWED BY:AMDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202248776David J. KnaebleLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.1/10/23Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-006001" = 30'-0"30'-0"15'-0"NREVISION SUMMARYDATEDESCRIPTIONC1.0PH 1. REMOVALS PLAN. .. .. .. .. .. .Know what'sbelow.before you dig.CallREX. 1' CONTOUR ELEVATION INTERVALREMOVE CURB AND GUTTER. IF IN RIGHT-OF-WAY,COORDINATE WITH LOCAL GOVERNING UNIT.REMOVAL NOTES:CITY OF EDINA REMOVAL NOTES:1.DISCONNECTED SANITARY AND WATER SERVICES TO BE CAPPED AT MAIN.2.CONTRACTOR TO PROVIDE AN EXISTING CONDITION SURVEY (EG. VIDEO ORPHOTOGRAPHS) OF ROW AROUND THE SITES PRIOR TO CONSTRUCTION.SEE SWPPP ON SHEETS SW1.0 - SW1.6EROSION CONTROL NOTES:DLTREE PROTECTIONN T S25'DRIPLINE WIDTHFURNISH A AND INSTALL TEMPORARY FENCE AT THE TREE'S DRIP LINE OR CONSTRUCTION LIMITS ASSHOWN ON PLAN, PRIOR TO ANY CONSTRUCTION. WHERE POSSIBLE PLACE FENCE 25' BEYOND DRIPLINE. PLACE TREE PROTECTION SIGN ON POSTS, ONE PER INDIVIDUAL TREE (FACING CONSTRUCTIONACTIVITY), OR ONE EVERY 100' LF ALONG A GROVE OR MULTI-TREE PROTECTION AREA.POSTS AND FENCINGEXTEND FENCE 25'BEYOND DRIPLINEWHERE POSSIBLETREE PROTECTION SIGN, TYP.TREE DRIPLINE, ORCONSTRUCTION LIMITS11.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL"(651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THECONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION ATNO COST TO THE OWNER.2.SEE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PLAN FOR CONSTRUCTION STORM WATERMANAGEMENT PLAN.3.REMOVAL OF MATERIALS NOTED ON THE DRAWINGS SHALL BE IN ACCORDANCE WITH MNDOT, STATE ANDLOCAL REGULATIONS.4.REMOVAL OF PRIVATE UTILITIES SHALL BE COORDINATED WITH UTILITY OWNER PRIOR TO CONSTRUCTIONACTIVITIES.5.EXISTING PAVEMENTS SHALL BE SAWCUT IN LOCATIONS AS SHOWN ON THE DRAWINGS OR THE NEARESTJOINT FOR PROPOSED PAVEMENT CONNECTIONS.6.REMOVED MATERIALS SHALL BE DISPOSED OF TO A LEGAL OFF-SITE LOCATION AND IN ACCORDANCE WITHSTATE AND LOCAL REGULATIONS.7.ABANDON, REMOVAL, CONNECTION, AND PROTECTION NOTES SHOWN ON THE DRAWINGS AREAPPROXIMATE. COORDINATE WITH PROPOSED PLANS.8.EXISTING ON-SITE FEATURES NOT NOTED FOR REMOVAL SHALL BE PROTECTED THROUGHOUT THEDURATION OF THE CONTRACT.9.PROPERTY LINES SHALL BE CONSIDERED GENERAL CONSTRUCTION LIMITS UNLESS OTHERWISE NOTED ONTHE DRAWINGS. WORK WITHIN THE GENERAL CONSTRUCTION LIMITS SHALL INCLUDE STAGING,DEMOLITION AND CLEAN-UP OPERATIONS AS WELL AS CONSTRUCTION SHOWN ON THE DRAWINGS.10.MINOR WORK OUTSIDE OF THE GENERAL CONSTRUCTION LIMITS SHALL BE ALLOWED AS SHOWN ON THEPLAN AND PER CITY REQUIREMENTS. FOR ANY WORK ON ADJACENT PRIVATE PROPERTY, THECONTRACTOR SHALL OBTAIN WRITTEN PERMISSION FROM THE ADJACENT PROPERTY OWNER PRIOR TOANY WORK.11.DAMAGE BEYOND THE PROPERTY LIMITS CAUSED BY CONSTRUCTION ACTIVITY SHALL BE REPAIRED IN AMANNER APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT OR IN ACCORDANCE WITH THE CITY.12.PROPOSED WORK (BUILDING AND CIVIL) SHALL NOT DISTURB EXISTING UTILITIES UNLESS OTHERWISESHOWN ON THE DRAWINGS AND APPROVED BY THE CITY PRIOR TO CONSTRUCTION.13.SITE SECURITY MAY BE NECESSARY AND PROVIDED IN A MANNER TO PROHIBIT VANDALISM, AND THEFT,DURING AND AFTER NORMAL WORK HOURS, THROUGHOUT THE DURATION OF THE CONTRACT. SECURITYMATERIALS SHALL BE IN ACCORDANCE WITH THE CITY.14.VEHICULAR ACCESS TO THE SITE SHALL BE MAINTAINED FOR DELIVERY AND INSPECTION ACCESS DURINGNORMAL OPERATING HOURS. AT NO POINT THROUGHOUT THE DURATION OF THE CONTRACT SHALLCIRCULATION OF ADJACENT STREETS BE BLOCKED WITHOUT APPROVAL BY THE CITY PRIOR TOCONSTRUCTION ACTIVITIES.15.ALL TRAFFIC CONTROLS SHALL BE PROVIDED AND ESTABLISHED PER THE REQUIREMENTS OF THEMINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALLINCLUDE, BUT NOT BE LIMITED TO, SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALLPUBLIC STREETS SHALL REMAIN OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BEPERMITTED WITHOUT APPROVAL BY THE CITY.16.SHORING FOR BUILDING EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR AND ASAPPROVED BY THE OWNERS REPRESENTATIVE AND THE CITY PRIOR TO CONSTRUCTION ACTIVITIES.17.STAGING, DEMOLITION, AND CLEAN-UP AREAS SHALL BE WITHIN THE PROPERTY LIMITS AS SHOWN ON THEDRAWINGS AND MAINTAINED IN A MANNER AS REQUIRED BY THE CITY.18.ALL EXISTING SITE TRAFFIC/REGULATORY SIGNAGE TO BE INVENTORIED AND IF REMOVED FORCONSTRUCTION SHALL BE RETURNED TO LGU.19.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL"(651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THECONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION ATNO COST TO THE OWNER.Page 1057 of 1184 Conc. WalkW 72nd St(A Public R/W)Lyma France A(A Public R/W24" RCP24" RCP6" CIP 18" RCP520.01N89°51'35"W325.01S00°11'54"E520.01S89°51'35"E325.01N00°11'54"W PARCEL #4 CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSNOPARKINGGallagher DriveFrance Ave(A Public R/W)(A Public R/W)S89°48'06"W 125.00121.79Δ=14°46'22"R=472.36S00°11'54"E 237.22S75°01'42"W 56.41N00°11'54"W 268.50 S89°57'11"E 300.00CONTRACTOR TO VERIFY THATAGREEMENTS ARE IN PLACE WITHNEIGHBORING OWNER TO WORK ONTHEIR PROPERTY PRIOR TOCONSTRUCTIONREMOVE ALL EXISTINGUTILITY SERVICES PERUTILITY COMPANY AND CITYSTANDARDSREMOVE EXISTING CURBAND GUTTER, TYP.REMOVE EXISTINGPAVEMENT, BASEMATERIAL ANDPARKING SIGNS, TYP.REMOVE TEMP.STAIRSREMOVE EXISTINGSTORM INLET AND PIPE,TYP.DISCONNECTED SANITARYAND WATER SERVICES TO BECAPPED AT THE MAIN.REMOVE AND REPLACEEXISTING PAVEMENT ANDBASE MATERIAL TO MATCHEXISTING PAVEMENT SECTIONFOR UTILITY CONSTRUCTION.ROAD PATCHING SHALLCONFORM TO CITY DETAIL 540AND 543 FOR GALLAGHER.REMOVE AND REPLACEEXISTING PAVEMENT ANDBASE MATERIAL TO MATCHEXISTING PAVEMENT SECTIONFOR UTILITY CONSTRUCTION.ROAD PATCHING SHALLCONFORM TO CITY DETAIL 540AND 545 FOR 72ND.REMOVE AND REPLACEEXISTING PAVEMENT ANDBASE MATERIAL TO MATCHEXISTING PAVEMENT SECTIONFOR UTILITY CONSTRUCTION.ROAD PATCHING SHALLCOMPLY WITH RAMSEYCOUNTY REQUIREMENTS FORFRANCE.DISCONNECTED SANITARYAND WATER SERVICES TO BECAPPED AT THE MAIN.AN UNKNOWN WELL MAYEXIST ON THE 7200 FRANCEPROPERTY. WELL MUST BESEALED BY A LICENSED WELLCONTRACTOR PER MN RULES,CHAPTER 4725.REMOVALS LEGEND:REMOVAL OF PAVEMENT AND ALL BASE MATERIAL,INCLUDING BIT., CONC., AND GRAVEL PVMTS.REMOVAL OF STRUCTURE INCLUDING ALLFOOTINGS AND FOUNDATIONS.7200 & 7250 FRANCE 7200 & 7250 FRANCE AVE S, EDINA, MN 55435 6550 YORK AVE S SUITE 207, EDINA, MN 55435 ORION INVESTMENTS PROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:214198/12/2022 PUD SUBMISSION1/10/23 FINAL PUD SUBMITTAL. .. .. .. .06/30/2022 CITY SUBMITTALDRAWN BY:REVIEWED BY:AMDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202248776David J. KnaebleLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.1/10/23Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-006001" = 30'-0"30'-0"15'-0"NREVISION SUMMARYDATEDESCRIPTIONC1.1PH 2. REMOVALS PLAN. .. .. .. .. .. .Know what'sbelow.before you dig.CallREX. 1' CONTOUR ELEVATION INTERVALREMOVE CURB AND GUTTER. IF IN RIGHT-OF-WAY,COORDINATE WITH LOCAL GOVERNING UNIT.REMOVAL NOTES:SEE SWPPP ON SHEETS SW1.0 - SW1.6EROSION CONTROL NOTES:1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL"(651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THECONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION ATNO COST TO THE OWNER.2.SEE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PLAN FOR CONSTRUCTION STORM WATERMANAGEMENT PLAN.3.REMOVAL OF MATERIALS NOTED ON THE DRAWINGS SHALL BE IN ACCORDANCE WITH MNDOT, STATE ANDLOCAL REGULATIONS.4.REMOVAL OF PRIVATE UTILITIES SHALL BE COORDINATED WITH UTILITY OWNER PRIOR TO CONSTRUCTIONACTIVITIES.5.EXISTING PAVEMENTS SHALL BE SAWCUT IN LOCATIONS AS SHOWN ON THE DRAWINGS OR THE NEARESTJOINT FOR PROPOSED PAVEMENT CONNECTIONS.6.REMOVED MATERIALS SHALL BE DISPOSED OF TO A LEGAL OFF-SITE LOCATION AND IN ACCORDANCE WITHSTATE AND LOCAL REGULATIONS.7.ABANDON, REMOVAL, CONNECTION, AND PROTECTION NOTES SHOWN ON THE DRAWINGS AREAPPROXIMATE. COORDINATE WITH PROPOSED PLANS.8.EXISTING ON-SITE FEATURES NOT NOTED FOR REMOVAL SHALL BE PROTECTED THROUGHOUT THEDURATION OF THE CONTRACT.9.PROPERTY LINES SHALL BE CONSIDERED GENERAL CONSTRUCTION LIMITS UNLESS OTHERWISE NOTED ONTHE DRAWINGS. WORK WITHIN THE GENERAL CONSTRUCTION LIMITS SHALL INCLUDE STAGING,DEMOLITION AND CLEAN-UP OPERATIONS AS WELL AS CONSTRUCTION SHOWN ON THE DRAWINGS.10.MINOR WORK OUTSIDE OF THE GENERAL CONSTRUCTION LIMITS SHALL BE ALLOWED AS SHOWN ON THEPLAN AND PER CITY REQUIREMENTS. FOR ANY WORK ON ADJACENT PRIVATE PROPERTY, THECONTRACTOR SHALL OBTAIN WRITTEN PERMISSION FROM THE ADJACENT PROPERTY OWNER PRIOR TOANY WORK.11.DAMAGE BEYOND THE PROPERTY LIMITS CAUSED BY CONSTRUCTION ACTIVITY SHALL BE REPAIRED IN AMANNER APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT OR IN ACCORDANCE WITH THE CITY.12.PROPOSED WORK (BUILDING AND CIVIL) SHALL NOT DISTURB EXISTING UTILITIES UNLESS OTHERWISESHOWN ON THE DRAWINGS AND APPROVED BY THE CITY PRIOR TO CONSTRUCTION.13.SITE SECURITY MAY BE NECESSARY AND PROVIDED IN A MANNER TO PROHIBIT VANDALISM, AND THEFT,DURING AND AFTER NORMAL WORK HOURS, THROUGHOUT THE DURATION OF THE CONTRACT. SECURITYMATERIALS SHALL BE IN ACCORDANCE WITH THE CITY.14.VEHICULAR ACCESS TO THE SITE SHALL BE MAINTAINED FOR DELIVERY AND INSPECTION ACCESS DURINGNORMAL OPERATING HOURS. AT NO POINT THROUGHOUT THE DURATION OF THE CONTRACT SHALLCIRCULATION OF ADJACENT STREETS BE BLOCKED WITHOUT APPROVAL BY THE CITY PRIOR TOCONSTRUCTION ACTIVITIES.15.ALL TRAFFIC CONTROLS SHALL BE PROVIDED AND ESTABLISHED PER THE REQUIREMENTS OF THEMINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALLINCLUDE, BUT NOT BE LIMITED TO, SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALLPUBLIC STREETS SHALL REMAIN OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BEPERMITTED WITHOUT APPROVAL BY THE CITY.16.SHORING FOR BUILDING EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR AND ASAPPROVED BY THE OWNERS REPRESENTATIVE AND THE CITY PRIOR TO CONSTRUCTION ACTIVITIES.17.STAGING, DEMOLITION, AND CLEAN-UP AREAS SHALL BE WITHIN THE PROPERTY LIMITS AS SHOWN ON THEDRAWINGS AND MAINTAINED IN A MANNER AS REQUIRED BY THE CITY.18.ALL EXISTING SITE TRAFFIC/REGULATORY SIGNAGE TO BE INVENTORIED AND IF REMOVED FORCONSTRUCTION SHALL BE RETURNED TO LGU.19.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL"(651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THECONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION ATNO COST TO THE OWNER.CITY OF EDINA REMOVAL NOTES:1.DISCONNECTED SANITARY AND WATER SERVICES TO BE CAPPED AT MAIN.2.CONTRACTOR TO PROVIDE AN EXISTING CONDITION SURVEY (EG. VIDEO ORPHOTOGRAPHS) OF ROW AROUND THE SITES PRIOR TO CONSTRUCTION.Page 1058 of 1184 Conc. WalkW 72nd St(A Public R/W)Lyma France A(A Public R/W24" RCP24" RCP6" CIP 18" RCPR15.0'R15.0'R5.0'R5.0'R15.0'R15.0'CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSINFILTRATION BASIN #1SIDEWALKEASEMENT, TYP.R5.0'9R29.0'CONSTRUCT FUTUREBUILDING WALL AT WESTAND SOUTH SIDES OF7200 FRANCE BUILDINGTO ACT AS TEMP.RETAINING WALL FORINTERIM CONDITION.COORD. W/ARCH'L ANDSTRUCT'L FOR WALLDETAILSNOPARKINGCONCRETESIDEWALK PER CITYSTANDARDS, TYP.MATCHCONCRETESIDEWALK PER CITYSTANDARDS, TYP.REMOVE AND REPLACEEXISTING PAVEMENT ANDBASE MATERIAL TO MATCHEXISTING PAVEMENT SECTIONFOR UTILITY CONSTRUCTION.ROAD PATCHING SHALLCONFORM TO CITY DETAIL 540AND 543 FOR GALLAGHER.CONTRACTOR TO VERIFY THATAGREEMENTS ARE IN PLACEWITH NEIGHBORING OWNER TOWORK ON THEIR PROPERTYPRIOR TO CONSTRUCTION.SEE LANDSCAPE PLAN FORSCORING, TYPE, COLOR, ANDLOCATION OF PAVEMENT.EXISTING PED RAMPTO REMAIN, PROTECTFROM DAMAGECONCRETESIDEWALK PER CITYSTANDARDS, TYP.RET. WALL ANDRAILINGS, SEELSCP. PLANS.,TYP.CONCRETE STAIRSAND RAILINGS,COORD. W/ARCH'L,TYP.CONCRETESIDEWALK, TYP.C.I.P. CONC. STEPS,INCLUD. RAILINGS,COORD. W/ ARCH'L, TYP.CROSSWALKSTRIPING, TYP.B612 CURB ANDGUTTER, TYP.MATCHMATCHCURB ANDGUTTER, MATCHEX., TYP.CURB ANDGUTTER, MATCHEX., TYP.MATCHCURB ANDGUTTER, MATCHEX., TYP.CONC. SIDEWALK, TYP.CONCRETESIDEWALK, TYP.CONCRETESIDEWALK, TYP.CONCRETE DRIVEWAYAPRON AND PED RAMPSPER CITY STANDARDPLATES 410 AND 415, TYP.EXTERIOR OFBUILDING WALL.COORD. W/ARCH'LFOR RAILING INFO,TYP.100-YR HWL(840.50)HD BIT.PVMT., TYPLD BIT. PVMT.,TYPBOLLARDS, TYP. 6' OC, TYPACCESSIBLE PARKING SPACE, INCL.SIGNAGE, STRIPING AND RAMPS(4) SURFACE MOUNTED "HITCHING POST" STYLEBIKE RACKS, SHOPS REQ., INSTALL PER MANUF.HVY. DUTY CONC. PVMT.10' BIT. TRAILCONC. WALK, TYP.B612 C&G, TYP.HD BIT.PVMT., TYPC.I.P. RET. WALLAND RAILINGS, SEELSCP. PLANS.,TYP.10' BIT. TRAILCONCRETE DRIVEWAYAPRON AND PEDRAMPS PER CITYSTANDARD PLATES410 AND 415, TYP.REMOVE AND REPLACEEXISTING PAVEMENT ANDBASE MATERIAL TO MATCHEXISTING PAVEMENT SECTIONFOR UTILITY CONSTRUCTION.ROAD PATCHING SHALLCONFORM TO CITY DETAIL 540AND 545 FOR 72ND.REMOVE AND REPLACEEXISTING PAVEMENT ANDBASE MATERIAL TO MATCHEXISTING PAVEMENT SECTIONFOR UTILITY CONSTRUCTION.ROAD PATCHING SHALLCOMPLY WITH RAMSEYCOUNTY REQUIREMENTS FORFRANCE.CONC. TRANSFORMER / CTCABINET PAD, COORD. W/MECHANICAL & UTILITY CO.17.6'43.5'52.3'20.6'48.9'43.5'52.4'43.4'52.8'43.4'52.1'5.0'6.0'8.0'24.0'5.0'5.0'6.0'24.0'10.0'28.2'39.3'10.0'25.0'3.5'8.0'18.0'27.0'10.7'9.0'R3.0'R3.0'R5.0'Gallagher DriveFrance Ave(A Public R/W)(A Public R/W) 7250 FRANCE AVE 7250 FRANCE AVE S, EDINA, MN 55435 6550 YORK AVE S SUITE 207, EDINA, MN 55435 ORION INVESTMENTS PROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:214198/12/2022 PUD SUBMISSION1/10/23 FINAL PUD SUBMITTAL1/13/23 GMP. .. .. .06/30/2022 CITY SUBMITTALDRAWN BY:REVIEWED BY:AMDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202248776David J. KnaebleLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.1/13/23Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060REVISION SUMMARYDATEDESCRIPTIONC2.0 APH. 1 (A) SITE PLAN. .. .. .. .. .. .SITE AREA TABLE:SITE LAYOUT NOTES:SITE PLAN LEGEND:TRAFFIC DIRECTIONAL ARROW PAVEMENT MARKINGSCITY OF EDINA SITE SPECIFIC NOTES:SIGN AND POST ASSEMBLY. SHOP DRAWINGS REQUIRED.HC = ACCESSIBLE SIGNNP = NO PARKING FIRE LANEST = STOPCP = COMPACT CAR PARKING ONLY01" = 30'-0"30'-0"15'-0"N1.SAW CUT ALL CONCRETE JOINTS ON PUBLIC SIDEWALKS.2.CONTRACTOR SHALL PROVIDE CONSTRUCTION STAGING, TRAFFIC CONTROL, AND PEDESTRIANACCESS PLANS TO THE CITY AS NECESSARY.Know what'sbelow.before you dig.CallRPROPERTY LINECURB AND GUTTER-SEE NOTES (T.O.) TIP OUTGUTTER WHERE APPLICABLE-SEE PLANLIGHT DUTY BITUMINOUS PAVEMENT (IF APPLICABLE).SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE& WEAR COURSE DEPTH, SEE DEATIL.HEAVY DUTY BITUMINOUS PAVEMENT (IF APPLICABLE).SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE &WEAR COURSE DEPTH, SEE DETAIL.CONSTRUCTION LIMITSTOACCESSIBILITY ARROW (IF APPLICABLE) DO NOTPAINT.1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL"(651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THECONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NOCOST TO THE OWNER.2.CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO BEGINNINGCONSTRUCTION, INCLUDING BUT NOT LIMITED TO, LOCATIONS OF EXISTING AND PROPOSED PROPERTY LINES,EASEMENTS, SETBACKS, UTILITIES, BUILDINGS AND PAVEMENTS. CONTRACTOR IS RESPONSIBLE FOR FINALLOCATIONS OF ALL ELEMENTS FOR THE SITE. ANY REVISIONS REQUIRED AFTER COMMENCEMENT OFCONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TOOWNER. ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT PRIORTO INSTALLATION OF MATERIALS. STAKE LAYOUT FOR APPROVAL.3.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, INCLUDING ARIGHT-OF-WAY AND STREET OPENING PERMIT.4.THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO TECHNICAL REPORT PRIOR TOINSTALLATION OF SITE IMPROVEMENT MATERIALS.5.CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS & ELEVATIONS OF THE BUILDINGAND STAKE FOR REVIEW AND APPROVAL BY THE OWNERS REPRESENTATIVE PRIOR TO INSTALLATION OFFOOTING MATERIALS.6.LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS, BOLLARDS, AND WALKS AREAPPROXIMATE AND SHALL BE STAKED IN THE FIELD, PRIOR TO INSTALLATION, FOR REVIEW AND APPROVAL BYTHE ENGINEER/LANDSCAPE ARCHITECT.7.CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OF CONCRETEFOUNDATION. LOCATION OF BUILDING IS TO BUILDING FOUNDATION AND SHALL BE AS SHOWN ON THEDRAWINGS.8.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED FOR REVIEW AND APPROVAL BYTHE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO FABRICATION FOR ALL PREFABRICATED SITE IMPROVEMENTMATERIALS SUCH AS, BUT NOT LIMITED TO THE FOLLOWING, FURNISHINGS, PAVEMENTS, WALLS, RAILINGS,BENCHES, FLAGPOLES, LANDING PADS FOR CURB RAMPS, AND LIGHT AND POLES. THE OWNER RESERVES THERIGHT TO REJECT INSTALLED MATERIALS NOT PREVIOUSLY APPROVED.9.PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDING AREAS IN ACCORDANCEWITH A.D.A. REQUIREMENTS-SEE DETAIL.10.CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED LINE, SPACED 48" ON CENTER PERPENDICULAR TOTHE FLOW OF TRAFFIC. WIDTH OF CROSSWALK SHALL BE 5' WIDE. ALL OTHER PAVEMENT MARKINGS SHALL BEWHITE IN COLOR UNLESS OTHERWISE NOTED OR REQUIRED BY ADA OR LOCAL GOVERNING BODIES.11.SEE SITE PLAN FOR CURB AND GUTTER TYPE. TAPER BETWEEN CURB TYPES-SEE DETAIL.12.ALL CURB RADII ARE MINIMUM 3' UNLESS OTHERWISE NOTED.13.CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES, NUMBERS, AREAS AND DIMENSIONS PRIORTO SITE IMPROVEMENTS.14.FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS.15.PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDING UNLESS NOTED OTHERWISE.16.ALL PARKING LOT PAINT STRIPPING TO BE WHITE, 4" WIDE TYP.17.BITUMINOUS PAVING TO BE "LIGHT DUTY" UNLESS OTHERWISE NOTED. SEE DETAIL SHEETS FOR PAVEMENTSECTIONS.18.ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH A CONSTRUCTION FENCE AT THEDRIP LINE. SEE LANDSCAPE DOCUMENTS.CONCRETE PAVEMENT (IF APPLICABLE) ASSPECIFIED (PAD OR WALK) SEE GEOTECHNICALREPORT FOR AGGREGATE BASE & CONCRETEDEPTHS, WITHIN ROW SEE CITY DETAIL, WITHINPRIVATE PROPERTY SEE CSG DETAILOPERATIONAL NOTES:SNOW REMOVALALL SNOW SHALL BE STORED ON-SITE OUTSIDEPARKING LOT. WHEN FULL, REMOVAL CO.SHALL REMOVE EXCESS OF-SITETRASH REMOVAL:TRASH SHALL BE PLACED INSIDE PARKINGGARAGE AND REMOVED BY COMMERCIAL CO.WEEKLY.DELIVERIES:DELIVERIES SHALL OCCUR AT THE FRONTDOOR VIA STANDARD COMMERCIAL DELIVERYVEHICLES (UPS, FED-EX, USPS).Page 1059 of 1184 Conc. WalkW 72nd St(A Public R/W)Lyma France A(A Public R/W24" RCP24" RCP6" CIP 18" RCPR15.0'R15.0'R5.0'R5.0'R15.0'R15.0'8111111119TEMP. PARKING83 STALLSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITS2224.5'18.0'18.0'9.0'29.1'18.0'18.0'24.0'18.0'TEMP. BIT.PAVEMENT1.5" WEAR, 1.5"BASE, 6" CLASS VBASEPVMT.MARKINGS, TYPMATCH PAVEMENTAT SAWCUT L IMITSCONSTRUCT FUTUREBUILDING WALL AT WESTAND SOUTH SIDES OF7200 FRANCE BUILDINGTO ACT AS TEMP.RETAINING WALL FORINTERIM PARKING LOT.COORD. W/ARCH'L ANDSTRUCT'L FOR WALLDETAILSINFILTRATION BASIN #122.8'29.6'TEMP. STAIR.COORD. W/ARCH'LAND STRUCT'L24.0'SIDEWALKEASEMENT, TYP.R5.0'9R29.0'NOPARKINGCONCRETESIDEWALK PER CITYSTANDARDS, TYP.MATCHCONCRETESIDEWALK PER CITYSTANDARDS, TYP.REMOVE AND REPLACEEXISTING PAVEMENT ANDBASE MATERIAL TO MATCHEXISTING PAVEMENT SECTIONFOR UTILITY CONSTRUCTION.ROAD PATCHING SHALLCONFORM TO CITY DETAIL 540AND 543 FOR GALLAGHER.CONTRACTOR TO VERIFY THATAGREEMENTS ARE IN PLACEWITH NEIGHBORING OWNER TOWORK ON THEIR PROPERTYPRIOR TO CONSTRUCTION.SEE LANDSCAPE PLAN FORSCORING, TYPE, COLOR, ANDLOCATION OF PAVEMENT.EXISTING PED RAMPTO REMAIN, PROTECTFROM DAMAGECONCRETESIDEWALK PER CITYSTANDARDS, TYP.RET. WALL ANDRAILINGS, SEELSCP. PLANS.,TYP.CONCRETE STAIRSAND RAILINGS,COORD. W/ARCH'L,TYP.CONCRETESIDEWALK, TYP.C.I.P. CONC. STEPS,INCLUD. RAILINGS,COORD. W/ ARCH'L, TYP.CROSSWALKSTRIPING, TYP.B612 CURB ANDGUTTER, TYP.MATCHMATCHCURB ANDGUTTER, MATCHEX., TYP.CURB ANDGUTTER, MATCHEX., TYP.MATCHCURB ANDGUTTER, MATCHEX., TYP.CONC. SIDEWALK, TYP.CONCRETESIDEWALK, TYP.CONCRETESIDEWALK, TYP.CONCRETE DRIVEWAYAPRON AND PED RAMPSPER CITY STANDARDPLATES 410 AND 415, TYP.EXTERIOR OFBUILDING WALL.COORD. W/ARCH'LFOR RAILING INFO,TYP.100-YR HWL(840.50)HD BIT.PVMT., TYPLD BIT. PVMT.,TYPBOLLARDS, TYP. 6' OC, TYPACCESSIBLE PARKING SPACE, INCL.SIGNAGE, STRIPING AND RAMPS(4) SURFACE MOUNTED "HITCHING POST" STYLEBIKE RACKS, SHOPS REQ., INSTALL PER MANUF.HVY. DUTY CONC. PVMT.10' BIT. TRAILCONC. WALK, TYP.B612 C&G, TYP.HD BIT.PVMT., TYPC.I.P. RET. WALLAND RAILINGS, SEELSCP. PLANS.,TYP.10' BIT. TRAILCONCRETE DRIVEWAYAPRON AND PEDRAMPS PER CITYSTANDARD PLATES410 AND 415, TYP.REMOVE AND REPLACEEXISTING PAVEMENT ANDBASE MATERIAL TO MATCHEXISTING PAVEMENT SECTIONFOR UTILITY CONSTRUCTION.ROAD PATCHING SHALLCONFORM TO CITY DETAIL 540AND 545 FOR 72ND.REMOVE AND REPLACEEXISTING PAVEMENT ANDBASE MATERIAL TO MATCHEXISTING PAVEMENT SECTIONFOR UTILITY CONSTRUCTION.ROAD PATCHING SHALLCOMPLY WITH RAMSEYCOUNTY REQUIREMENTS FORFRANCE.CONC. TRANSFORMER / CTCABINET PAD, COORD. W/MECHANICAL & UTILITY CO.17.6'43.5'52.3'20.6'48.9'43.5'52.4'43.4'52.8'43.4'52.1'5.0'6.0'8.0'24.0'5.0'5.0'6.0'24.0'10.0'28.2'39.3'10.0'25.0'3.5'8.0'18.0'27.0'10.7'9.0'R3.0'R3.0'R5.0'Gallagher DriveFrance Ave(A Public R/W)(A Public R/W) 7250 FRANCE AVE 7250 FRANCE AVE S, EDINA, MN 55435 6550 YORK AVE S SUITE 207, EDINA, MN 55435 ORION INVESTMENTS PROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:214198/12/2022 PUD SUBMISSION1/10/23 FINAL PUD SUBMITTAL1/13/23 GMP. .. .. .06/30/2022 CITY SUBMITTALDRAWN BY:REVIEWED BY:AMDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202248776David J. KnaebleLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.1/13/23Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060REVISION SUMMARYDATEDESCRIPTIONC2.0 BPH. 1 (B) SITE PLAN. .. .. .. .. .. .SITE LAYOUT NOTES:SITE PLAN LEGEND:TRAFFIC DIRECTIONAL ARROW PAVEMENT MARKINGSSIGN AND POST ASSEMBLY. SHOP DRAWINGS REQUIRED.HC = ACCESSIBLE SIGNNP = NO PARKING FIRE LANEST = STOPCP = COMPACT CAR PARKING ONLY01" = 30'-0"30'-0"15'-0"NKnow what'sbelow.before you dig.CallRPROPERTY LINECURB AND GUTTER-SEE NOTES (T.O.) TIP OUTGUTTER WHERE APPLICABLE-SEE PLANLIGHT DUTY BITUMINOUS PAVEMENT (IF APPLICABLE).SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE& WEAR COURSE DEPTH, SEE DEATIL.HEAVY DUTY BITUMINOUS PAVEMENT (IF APPLICABLE).SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE &WEAR COURSE DEPTH, SEE DETAIL.CONSTRUCTION LIMITSTOACCESSIBILITY ARROW (IF APPLICABLE) DO NOTPAINT.1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL"(651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THECONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NOCOST TO THE OWNER.2.CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO BEGINNINGCONSTRUCTION, INCLUDING BUT NOT LIMITED TO, LOCATIONS OF EXISTING AND PROPOSED PROPERTY LINES,EASEMENTS, SETBACKS, UTILITIES, BUILDINGS AND PAVEMENTS. CONTRACTOR IS RESPONSIBLE FOR FINALLOCATIONS OF ALL ELEMENTS FOR THE SITE. ANY REVISIONS REQUIRED AFTER COMMENCEMENT OFCONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TOOWNER. ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT PRIORTO INSTALLATION OF MATERIALS. STAKE LAYOUT FOR APPROVAL.3.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, INCLUDING ARIGHT-OF-WAY AND STREET OPENING PERMIT.4.THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO TECHNICAL REPORT PRIOR TOINSTALLATION OF SITE IMPROVEMENT MATERIALS.5.CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS & ELEVATIONS OF THE BUILDINGAND STAKE FOR REVIEW AND APPROVAL BY THE OWNERS REPRESENTATIVE PRIOR TO INSTALLATION OFFOOTING MATERIALS.6.LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS, BOLLARDS, AND WALKS AREAPPROXIMATE AND SHALL BE STAKED IN THE FIELD, PRIOR TO INSTALLATION, FOR REVIEW AND APPROVAL BYTHE ENGINEER/LANDSCAPE ARCHITECT.7.CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OF CONCRETEFOUNDATION. LOCATION OF BUILDING IS TO BUILDING FOUNDATION AND SHALL BE AS SHOWN ON THEDRAWINGS.8.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED FOR REVIEW AND APPROVAL BYTHE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO FABRICATION FOR ALL PREFABRICATED SITE IMPROVEMENTMATERIALS SUCH AS, BUT NOT LIMITED TO THE FOLLOWING, FURNISHINGS, PAVEMENTS, WALLS, RAILINGS,BENCHES, FLAGPOLES, LANDING PADS FOR CURB RAMPS, AND LIGHT AND POLES. THE OWNER RESERVES THERIGHT TO REJECT INSTALLED MATERIALS NOT PREVIOUSLY APPROVED.9.PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDING AREAS IN ACCORDANCEWITH A.D.A. REQUIREMENTS-SEE DETAIL.10.CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED LINE, SPACED 48" ON CENTER PERPENDICULAR TOTHE FLOW OF TRAFFIC. WIDTH OF CROSSWALK SHALL BE 5' WIDE. ALL OTHER PAVEMENT MARKINGS SHALL BEWHITE IN COLOR UNLESS OTHERWISE NOTED OR REQUIRED BY ADA OR LOCAL GOVERNING BODIES.11.SEE SITE PLAN FOR CURB AND GUTTER TYPE. TAPER BETWEEN CURB TYPES-SEE DETAIL.12.ALL CURB RADII ARE MINIMUM 3' UNLESS OTHERWISE NOTED.13.CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES, NUMBERS, AREAS AND DIMENSIONS PRIORTO SITE IMPROVEMENTS.14.FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS.15.PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDING UNLESS NOTED OTHERWISE.16.ALL PARKING LOT PAINT STRIPPING TO BE WHITE, 4" WIDE TYP.17.BITUMINOUS PAVING TO BE "LIGHT DUTY" UNLESS OTHERWISE NOTED. SEE DETAIL SHEETS FOR PAVEMENTSECTIONS.18.ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH A CONSTRUCTION FENCE AT THEDRIP LINE. SEE LANDSCAPE DOCUMENTS.CONCRETE PAVEMENT (IF APPLICABLE) ASSPECIFIED (PAD OR WALK) SEE GEOTECHNICALREPORT FOR AGGREGATE BASE & CONCRETEDEPTHS, WITHIN ROW SEE CITY DETAIL, WITHINPRIVATE PROPERTY SEE CSG DETAILOPERATIONAL NOTES:SNOW REMOVALALL SNOW SHALL BE STORED ON-SITE OUTSIDEPARKING LOT. WHEN FULL, REMOVAL CO.SHALL REMOVE EXCESS OF-SITETRASH REMOVAL:TRASH SHALL BE PLACED INSIDE PARKINGGARAGE AND REMOVED BY COMMERCIAL CO.WEEKLY.DELIVERIES:DELIVERIES SHALL OCCUR AT THE FRONTDOOR VIA STANDARD COMMERCIAL DELIVERYVEHICLES (UPS, FED-EX, USPS).CITY OF EDINA SITE SPECIFIC NOTES:1.SAW CUT ALL CONCRETE JOINTS ON PUBLIC SIDEWALKS.2.CONTRACTOR SHALL PROVIDE CONSTRUCTION STAGING, TRAFFIC CONTROL, AND PEDESTRIANACCESS PLANS TO THE CITY AS NECESSARY.SITE AREA TABLE:Page 1060 of 1184 Conc. WalkW 72nd St(A Public R/W)Lyma France A(A Public R/W24" RCP24" RCP6" CIP 18" RCP1220.0'6.0'22.0'R1 5 . 0 'R15.0'R5.0'R20.0'R8.0'CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITS7200 FRANCE BUILDING AND SITEWORK SHOWN FOR REFERENCEONLY. FINAL SITE DESIGN WILLBE COMPLETED AT A FUTUREDATE.INFILTRATION BASIN #1LD BIT.PVMT., TYPSIDEWALKEASEMENT, TYP.43.4'DROP OFF AREADROP OFF AREA12.0'6.7'24.0'R20.0'R20.0'R8.0'R8.0' R 3 . 0 '14.0'9.0'19.0'14.1'5.7'2.0'BOLLARDS, TYP. 6' OC,SEE DETAILS, TYPRIBBON CURB, TYP.SURMOUNTABLE C&G, TYP.HVY. DUTY CONC. PVMT.5' CONC. WALK, TYP.B612 C&G, TYP.ACCESSIBLE PARKINGSPACE, INCL. SIGNAGE,STRIPING AND RAMPSC.I.P. CONC. STEPS,INCLUD. RAILINGS,COORD. W/ ARCH'L, TYP.PVMT. STRIPING - DROP OFFAREA. COORD. W/LDSP. PLANSNOPARKINGGallagher DriveFrance Ave(A Public R/W)(A Public R/W) 7200 & 7250 FRANCE 7200 & 7250 FRANCE AVE S, EDINA, MN 55435 6550 YORK AVE S SUITE 207, EDINA, MN 55435 ORION INVESTMENTS PROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:214198/12/2022 PUD SUBMISSION1/10/23 FINAL PUD SUBMITTAL. .. .. .. .06/30/2022 CITY SUBMITTALDRAWN BY:REVIEWED BY:AMDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202248776David J. KnaebleLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.1/10/23Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060REVISION SUMMARYDATEDESCRIPTIONC2.1PH. 2 SITE PLAN. .. .. .. .. .. .SITE LAYOUT NOTES:SITE PLAN LEGEND:TRAFFIC DIRECTIONAL ARROW PAVEMENT MARKINGSCITY OF EDINA SITE SPECIFIC NOTES:SIGN AND POST ASSEMBLY. SHOP DRAWINGS REQUIRED.HC = ACCESSIBLE SIGNNP = NO PARKING FIRE LANEST = STOPCP = COMPACT CAR PARKING ONLY01" = 30'-0"30'-0"15'-0"N1.RESERVED FOR CITY SPECIFIC NOTES.Know what'sbelow.before you dig.CallRPROPERTY LINECURB AND GUTTER-SEE NOTES (T.O.) TIP OUTGUTTER WHERE APPLICABLE-SEE PLANLIGHT DUTY BITUMINOUS PAVEMENT (IF APPLICABLE).SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE& WEAR COURSE DEPTH, SEE DEATIL.HEAVY DUTY BITUMINOUS PAVEMENT (IF APPLICABLE).SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE &WEAR COURSE DEPTH, SEE DETAIL.CONSTRUCTION LIMITSTOACCESSIBILITY ARROW (IF APPLICABLE) DO NOTPAINT.1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL"(651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THECONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NOCOST TO THE OWNER.2.CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO BEGINNINGCONSTRUCTION, INCLUDING BUT NOT LIMITED TO, LOCATIONS OF EXISTING AND PROPOSED PROPERTY LINES,EASEMENTS, SETBACKS, UTILITIES, BUILDINGS AND PAVEMENTS. CONTRACTOR IS RESPONSIBLE FOR FINALLOCATIONS OF ALL ELEMENTS FOR THE SITE. ANY REVISIONS REQUIRED AFTER COMMENCEMENT OFCONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TOOWNER. ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT PRIORTO INSTALLATION OF MATERIALS. STAKE LAYOUT FOR APPROVAL.3.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, INCLUDING ARIGHT-OF-WAY AND STREET OPENING PERMIT.4.THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO TECHNICAL REPORT PRIOR TOINSTALLATION OF SITE IMPROVEMENT MATERIALS.5.CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS & ELEVATIONS OF THE BUILDINGAND STAKE FOR REVIEW AND APPROVAL BY THE OWNERS REPRESENTATIVE PRIOR TO INSTALLATION OFFOOTING MATERIALS.6.LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS, BOLLARDS, AND WALKS AREAPPROXIMATE AND SHALL BE STAKED IN THE FIELD, PRIOR TO INSTALLATION, FOR REVIEW AND APPROVAL BYTHE ENGINEER/LANDSCAPE ARCHITECT.7.CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OF CONCRETEFOUNDATION. LOCATION OF BUILDING IS TO BUILDING FOUNDATION AND SHALL BE AS SHOWN ON THEDRAWINGS.8.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED FOR REVIEW AND APPROVAL BYTHE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO FABRICATION FOR ALL PREFABRICATED SITE IMPROVEMENTMATERIALS SUCH AS, BUT NOT LIMITED TO THE FOLLOWING, FURNISHINGS, PAVEMENTS, WALLS, RAILINGS,BENCHES, FLAGPOLES, LANDING PADS FOR CURB RAMPS, AND LIGHT AND POLES. THE OWNER RESERVES THERIGHT TO REJECT INSTALLED MATERIALS NOT PREVIOUSLY APPROVED.9.PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDING AREAS IN ACCORDANCEWITH A.D.A. REQUIREMENTS-SEE DETAIL.10.CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED LINE, SPACED 48" ON CENTER PERPENDICULAR TOTHE FLOW OF TRAFFIC. WIDTH OF CROSSWALK SHALL BE 5' WIDE. ALL OTHER PAVEMENT MARKINGS SHALL BEWHITE IN COLOR UNLESS OTHERWISE NOTED OR REQUIRED BY ADA OR LOCAL GOVERNING BODIES.11.SEE SITE PLAN FOR CURB AND GUTTER TYPE. TAPER BETWEEN CURB TYPES-SEE DETAIL.12.ALL CURB RADII ARE MINIMUM 3' UNLESS OTHERWISE NOTED.13.CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES, NUMBERS, AREAS AND DIMENSIONS PRIORTO SITE IMPROVEMENTS.14.FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS.15.PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDING UNLESS NOTED OTHERWISE.16.ALL PARKING LOT PAINT STRIPPING TO BE WHITE, 4" WIDE TYP.17.BITUMINOUS PAVING TO BE "LIGHT DUTY" UNLESS OTHERWISE NOTED. SEE DETAIL SHEETS FOR PAVEMENTSECTIONS.18.ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH A CONSTRUCTION FENCE AT THEDRIP LINE. SEE LANDSCAPE DOCUMENTS.CONCRETE PAVEMENT (IF APPLICABLE) ASSPECIFIED (PAD OR WALK) SEE GEOTECHNICALREPORT FOR AGGREGATE BASE & CONCRETEDEPTHS, WITHIN ROW SEE CITY DETAIL, WITHINPRIVATE PROPERTY SEE CSG DETAILOPERATIONAL NOTES:SNOW REMOVALALL SNOW SHALL BE STORED ON-SITE OUTSIDEPARKING LOT. WHEN FULL, REMOVAL CO.SHALL REMOVE EXCESS OF-SITETRASH REMOVAL:TRASH SHALL BE PLACED IN PARKING GARAGEAND REMOVED BY COMMERCIAL CO. WEEKLY.DELIVERIES:DELIVERIES SHALL OCCUR AT THE FRONTDOOR VIA STANDARD COMMERCIAL DELIVERYVEHICLES (UPS, FED-EX, USPS).PHASE II CONSTRUCTION LIMITSSITE AREA TABLE:Page 1061 of 1184 Conc. WalkW 72nd St(A Public R/W)24" RCP24" RCP18" RCPDROP OFF AREADROP OFF AREAFIRE TRUCKTURNING MOVEMENTNOPARKINGGallagher Drive(A Public R/W)Conc. WalkW 72nd St(A Public R/W)24" RCP18" RCPDROP OFF AREADROP OFF AREADELIVERY TURNINGMOVEMENTDELIVERY TURNINGMOVEMENTNOPARKINGGallagher Drive(A Public R/W)AMBULANCE TURNINGMOVEMENTNOPARKINGGallagher Drive(A Public R/W)7200 & 7250 FRANCE 7200 & 7250 FRANCE AVE S, EDINA, MN 55435 6550 YORK AVE S SUITE 207, EDINA, MN 55435 ORION INVESTMENTS PROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:214198/12/2022 PUD SUBMISSION1/10/23 FINAL PUD SUBMITTAL. .. .. .. .06/30/2022 CITY SUBMITTALDRAWN BY:REVIEWED BY:AMDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202248776David J. KnaebleLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.1/10/23Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060REVISION SUMMARYDATEDESCRIPTIONC2.2TURNING MOVEMENTS. .. .. .. .. .. .FIRE TRUCK TURNING MOVEMENT01" = 30'-0"30'-0"15'-0"NKnow what'sbelow.before you dig.CallR7250 FRANCE - DELIVERY7200 FRANCE - DELIVERY7250 FRANCE - AMBULANCEPage 1062 of 1184 Conc. WalkW 72nd St(A Public R/W)Lyma France A(A Public R/W24" RCP24" RCP6" CIP 18" RCP520.01N89°51'35"W325.01S00°11'54"E520.01S89°51'35"E325.01N00°11'54"W PARCEL #4 CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSNOPARKINGGallagher DriveFrance Ave(A Public R/W)(A Public R/W)S89°48'06"W 125.00121.79Δ=14°46'22"R=472.36S00°11'54"E 237.22S75°01'42"W 56.41N00°11'54"W 268.50 S89°57'11"E 300.007200 & 7250 FRANCE 7200 & 7250 FRANCE AVE S, EDINA, MN 55435 6550 YORK AVE S SUITE 207, EDINA, MN 55435 ORION INVESTMENTS PROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:214198/12/2022 PUD SUBMISSION1/10/23 FINAL PUD SUBMITTAL. .. .. .. .06/30/2022 CITY SUBMITTALDRAWN BY:REVIEWED BY:AMDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202248776David J. KnaebleLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.1/10/23Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060REVISION SUMMARYDATEDESCRIPTIONC3.0 APH. 1 (A)GRADING PLAN. .. .. .. .. .. .GENERAL GRADING NOTES:1.0' CONTOUR ELEVATION INTERVALGRADING PLAN LEGEND:SPOT GRADE ELEVATION GUTTERSPOT GRADE ELEVATION TOP OF CURBSPOT GRADE ELEVATION BOTTOM OF STAIRS/TOP OF STAIRSCITY OF EDINA GRADING NOTES:1.RESERVED FOR CITY SPECIFIC GRADING NOTES.SEE SWPPP ON SHEETS SW1.0 - SW1.6EROSION CONTROL NOTES:01" = 30'-0"30'-0"15'-0"NKnow what'sbelow.before you dig.CallREX. 1' CONTOUR ELEVATION INTERVALSPOT GRADE ELEVATION (GUTTER/FLOW LINEUNLESS OTHERWISE NOTED)CURB AND GUTTER (T.O = TIP OUT)EMERGENCY OVERFLOWEOF=1135.52TOSPOT GRADE ELEVATION MATCH EXISTINGGRADE BREAK - HIGH POINTS1.CONTRACTOR SHALL VERIFY ALL BUILDING ELEVATIONS, (FFE, LFE, GFE), PRIOR TO CONSTRUCTION BY CROSS CHECKING WITHARCHITECTURAL, STRUCTURAL AND CIVIL ELEVATIONS FOR EQUIVALENT "100" ELEVATIONS. THIS MUST BE DONE PRIOR TOEXCAVATION AND INSTALLATION OF ANY FOOTING MATERIALS. VERIFICATION OF THIS COORDINATION SHALL BE CONFIRMED INWRITING BY CIVIL, SURVEYOR, ARCHITECTURAL, STRUCTURAL AND CONTRACTOR PRIOR TO CONSTRUCTION.2.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FORUTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT AREDAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.3.SEE SITE PLAN FOR HORIZONTAL LAYOUT & GENERAL GRADING NOTES.4.THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION (INCLUDING BUT NOT LIMITED TO SITE PREPARATION, SOILCORRECTION, EXCAVATION, EMBANKMENT, ETC.) IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALLSOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FORCOORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER.5.ANY ELEMENTS OF AN EARTH RETENTION SYSTEM AND RELATED EXCAVATIONS THAT FALL WITHIN THE PUBLIC RIGHT OF WAY WILLREQUIRE A “RIGHT OF WAY EXCAVATION PERMIT”. CONTRACTOR IS RESPONSIBLE FOR AQUIRING THIS PERMIT PRIOR TO CONSTRUCTIONIF APPLICABLE6.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FORUTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT AREDAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.3.GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL POLLUTION DISCHARGEELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS & PERMIT REQUIREMENTS OF THE CITY.4.PROPOSED SPOT GRADES ARE FLOW-LINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISE NOTED.5.GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND 1% MIN. AND 2% MAX. CROSS SLOPE, UNLESSOTHERWISE NOTED.6.PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS. MAXIMUM SLOPES IN MAINTAINEDAREAS IS 4:17.PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL TYPES GREATER THAN 4' IN HEIGHT SHALL BEDESIGNED AND ENGINEERED BY A REGISTERED RETAINING WALL ENGINEER. DESIGN DRAWINGS SHALL BE SUBMITTED FOR REVIEW ANDAPPROVAL PRIOR TO CONSTRUCTION.8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES THROUGHOUT THE DURATION OF CONSTRUCTION TOESTABLISH PROPER GRADES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR A FINAL FIELD CHECK OF FINISHED GRADESACCEPTABLE TO THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO TOPSOIL AND SODDING ACTIVITIES.9.IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITETO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE.10.EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. THECONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED INEMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALL SUBCUT CUT AREAS,WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO AMINIMUM DEPTH OF 6 INCHES.11.FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDINGADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS ORSLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVEBEEN FINISH GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALLAREAS THAT HAVE BECOME RUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREASDISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THEREQUIREMENTS OF THE NEW WORK.12.PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND/OR PARKING AREA SUBGRADE.THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BEAT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILSENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADESOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. NO TEST ROLL SHALL OCCUR WITHIN10' OF ANY UNDERGROUND STORM RETENTION/DETENTION SYSTEMS.13. TOLERANCES13.1.THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.30 FOOT ABOVE, OR 0.30 FOOT BELOW,THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE.13.2.THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE.13.3.AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION,UNLESS DIRECTED OTHERWISE BY THE ENGINEER.13.4.TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS.14.MAINTENANCE14.1.THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION, AND KEEP AREA FREE OF TRASH ANDDEBRIS.14.2.CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED, ERODED AND RUTTED AREAS TO SPECIFIED TOLERANCES.DURING THE CONSTRUCTION, IF REQUIRED, AND DURING THE WARRANTY PERIOD, ERODED AREAS WHERE TURF IS TO BEESTABLISHED SHALL BE RESEEDED AND MULCHED.14.3.WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENT CONSTRUCTION OPERATIONS OR ADVERSE WEATHER,CONTRACTOR SHALL SCARIFY, SURFACE, RESHAPE, AND COMPACT TO REQUIRED DENSITY PRIOR TO FURTHER CONSTRUCTION.GROUNDWATER INFORMATION:PER GEOTECHNICAL REPORT BY NORTHERN TECHNOLOGIES, INC., DATED 04-09-14GROUNDWATER WAS OBSERVED AT ELEVATIONS RANGING FROM 817.3 TO 818.8.Page 1063 of 1184 Conc. WalkW 72nd St(A Public R/W)Lyma France A(A Public R/W24" RCP24" RCP6" CIP 18" RCP520.01N89°51'35"W325.01S00°11'54"E520.01S89°51'35"E325.01N00°11'54"W PARCEL #4 CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSNOPARKINGGallagher DriveFrance Ave(A Public R/W)(A Public R/W)S89°48'06"W 125.00121.79Δ=14°46'22"R=472.36S00°11'54"E 237.22S75°01'42"W 56.41N00°11'54"W 268.50 S89°57'11"E 300.007200 & 7250 FRANCE 7200 & 7250 FRANCE AVE S, EDINA, MN 55435 6550 YORK AVE S SUITE 207, EDINA, MN 55435 ORION INVESTMENTS PROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:214198/12/2022 PUD SUBMISSION1/10/23 FINAL PUD SUBMITTAL. .. .. .. .06/30/2022 CITY SUBMITTALDRAWN BY:REVIEWED BY:AMDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202248776David J. KnaebleLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.1/10/23Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060REVISION SUMMARYDATEDESCRIPTIONC3.0 BPH. 1 (B)GRADING PLAN. .. .. .. .. .. .GENERAL GRADING NOTES:1.0' CONTOUR ELEVATION INTERVALGRADING PLAN LEGEND:SPOT GRADE ELEVATION GUTTERSPOT GRADE ELEVATION TOP OF CURBSPOT GRADE ELEVATION BOTTOM OF STAIRS/TOP OF STAIRSCITY OF EDINA GRADING NOTES:1.RESERVED FOR CITY SPECIFIC GRADING NOTES.SEE SWPPP ON SHEETS SW1.0 - SW1.6EROSION CONTROL NOTES:01" = 30'-0"30'-0"15'-0"NKnow what'sbelow.before you dig.CallREX. 1' CONTOUR ELEVATION INTERVALSPOT GRADE ELEVATION (GUTTER/FLOW LINEUNLESS OTHERWISE NOTED)CURB AND GUTTER (T.O = TIP OUT)EMERGENCY OVERFLOWEOF=1135.52TOSPOT GRADE ELEVATION MATCH EXISTINGGRADE BREAK - HIGH POINTS1.CONTRACTOR SHALL VERIFY ALL BUILDING ELEVATIONS, (FFE, LFE, GFE), PRIOR TO CONSTRUCTION BY CROSS CHECKING WITHARCHITECTURAL, STRUCTURAL AND CIVIL ELEVATIONS FOR EQUIVALENT "100" ELEVATIONS. THIS MUST BE DONE PRIOR TOEXCAVATION AND INSTALLATION OF ANY FOOTING MATERIALS. VERIFICATION OF THIS COORDINATION SHALL BE CONFIRMED INWRITING BY CIVIL, SURVEYOR, ARCHITECTURAL, STRUCTURAL AND CONTRACTOR PRIOR TO CONSTRUCTION.2.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FORUTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT AREDAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.3.SEE SITE PLAN FOR HORIZONTAL LAYOUT & GENERAL GRADING NOTES.4.THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION (INCLUDING BUT NOT LIMITED TO SITE PREPARATION, SOILCORRECTION, EXCAVATION, EMBANKMENT, ETC.) IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALLSOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FORCOORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER.5.ANY ELEMENTS OF AN EARTH RETENTION SYSTEM AND RELATED EXCAVATIONS THAT FALL WITHIN THE PUBLIC RIGHT OF WAY WILLREQUIRE A “RIGHT OF WAY EXCAVATION PERMIT”. CONTRACTOR IS RESPONSIBLE FOR AQUIRING THIS PERMIT PRIOR TO CONSTRUCTIONIF APPLICABLE6.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FORUTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT AREDAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.3.GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL POLLUTION DISCHARGEELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS & PERMIT REQUIREMENTS OF THE CITY.4.PROPOSED SPOT GRADES ARE FLOW-LINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISE NOTED.5.GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND 1% MIN. AND 2% MAX. CROSS SLOPE, UNLESSOTHERWISE NOTED.6.PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS. MAXIMUM SLOPES IN MAINTAINEDAREAS IS 4:17.PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL TYPES GREATER THAN 4' IN HEIGHT SHALL BEDESIGNED AND ENGINEERED BY A REGISTERED RETAINING WALL ENGINEER. DESIGN DRAWINGS SHALL BE SUBMITTED FOR REVIEW ANDAPPROVAL PRIOR TO CONSTRUCTION.8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES THROUGHOUT THE DURATION OF CONSTRUCTION TOESTABLISH PROPER GRADES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR A FINAL FIELD CHECK OF FINISHED GRADESACCEPTABLE TO THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO TOPSOIL AND SODDING ACTIVITIES.9.IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITETO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE.10.EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. THECONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED INEMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALL SUBCUT CUT AREAS,WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO AMINIMUM DEPTH OF 6 INCHES.11.FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDINGADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS ORSLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVEBEEN FINISH GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALLAREAS THAT HAVE BECOME RUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREASDISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THEREQUIREMENTS OF THE NEW WORK.12.PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND/OR PARKING AREA SUBGRADE.THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BEAT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILSENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADESOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. NO TEST ROLL SHALL OCCUR WITHIN10' OF ANY UNDERGROUND STORM RETENTION/DETENTION SYSTEMS.13. TOLERANCES13.1.THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.30 FOOT ABOVE, OR 0.30 FOOT BELOW,THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE.13.2.THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE.13.3.AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION,UNLESS DIRECTED OTHERWISE BY THE ENGINEER.13.4.TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS.14.MAINTENANCE14.1.THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION, AND KEEP AREA FREE OF TRASH ANDDEBRIS.14.2.CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED, ERODED AND RUTTED AREAS TO SPECIFIED TOLERANCES.DURING THE CONSTRUCTION, IF REQUIRED, AND DURING THE WARRANTY PERIOD, ERODED AREAS WHERE TURF IS TO BEESTABLISHED SHALL BE RESEEDED AND MULCHED.14.3.WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENT CONSTRUCTION OPERATIONS OR ADVERSE WEATHER,CONTRACTOR SHALL SCARIFY, SURFACE, RESHAPE, AND COMPACT TO REQUIRED DENSITY PRIOR TO FURTHER CONSTRUCTION.GROUNDWATER INFORMATION:PER GEOTECHNICAL REPORT BY NORTHERN TECHNOLOGIES, INC., DATED 04-09-14GROUNDWATER WAS OBSERVED AT ELEVATIONS RANGING FROM 817.3 TO 818.8.Page 1064 of 1184 Conc. WalkW 72nd St(A Public R/W)Lyma France A(A Public R/W24" RCP24" RCP6" CIP 18" RCP520.01N89°51'35"W325.01S00°11'54"E520.01S89°51'35"E325.01N00°11'54"W PARCEL #4 CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSDROP OFF AREADROP OFF AREANOPARKINGGallagher DriveFrance Ave(A Public R/W)(A Public R/W)S89°48'06"W 125.00121.79Δ=14°46'22"R=472.36S00°11'54"E 237.22S75°01'42"W 56.41N00°11'54"W 268.50 S89°57'11"E 300.007200 & 7250 FRANCE 7200 & 7250 FRANCE AVE S, EDINA, MN 55435 6550 YORK AVE S SUITE 207, EDINA, MN 55435 ORION INVESTMENTS PROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:214198/12/2022 PUD SUBMISSION1/10/23 FINAL PUD SUBMITTAL. .. .. .. .06/30/2022 CITY SUBMITTALDRAWN BY:REVIEWED BY:AMDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202248776David J. KnaebleLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.1/10/23Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060REVISION SUMMARYDATEDESCRIPTIONC3.1PH. 2 GRADING PLAN. .. .. .. .. .. .GENERAL GRADING NOTES:1.0' CONTOUR ELEVATION INTERVALGRADING PLAN LEGEND:SPOT GRADE ELEVATION GUTTERSPOT GRADE ELEVATION TOP OF CURBSPOT GRADE ELEVATION BOTTOM OF STAIRS/TOP OF STAIRS01" = 30'-0"30'-0"15'-0"NKnow what'sbelow.before you dig.CallREX. 1' CONTOUR ELEVATION INTERVALSPOT GRADE ELEVATION (GUTTER/FLOW LINEUNLESS OTHERWISE NOTED)CURB AND GUTTER (T.O = TIP OUT)EMERGENCY OVERFLOWEOF=1135.52TOSPOT GRADE ELEVATION MATCH EXISTINGGRADE BREAK - HIGH POINTS1.CONTRACTOR SHALL VERIFY ALL BUILDING ELEVATIONS, (FFE, LFE, GFE), PRIOR TO CONSTRUCTION BY CROSS CHECKING WITHARCHITECTURAL, STRUCTURAL AND CIVIL ELEVATIONS FOR EQUIVALENT "100" ELEVATIONS. THIS MUST BE DONE PRIOR TOEXCAVATION AND INSTALLATION OF ANY FOOTING MATERIALS. VERIFICATION OF THIS COORDINATION SHALL BE CONFIRMED INWRITING BY CIVIL, SURVEYOR, ARCHITECTURAL, STRUCTURAL AND CONTRACTOR PRIOR TO CONSTRUCTION.2.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FORUTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT AREDAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.3.SEE SITE PLAN FOR HORIZONTAL LAYOUT & GENERAL GRADING NOTES.4.THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION (INCLUDING BUT NOT LIMITED TO SITE PREPARATION, SOILCORRECTION, EXCAVATION, EMBANKMENT, ETC.) IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALLSOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FORCOORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER.5.ANY ELEMENTS OF AN EARTH RETENTION SYSTEM AND RELATED EXCAVATIONS THAT FALL WITHIN THE PUBLIC RIGHT OF WAY WILLREQUIRE A “RIGHT OF WAY EXCAVATION PERMIT”. CONTRACTOR IS RESPONSIBLE FOR AQUIRING THIS PERMIT PRIOR TO CONSTRUCTIONIF APPLICABLE6.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FORUTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT AREDAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.3.GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL POLLUTION DISCHARGEELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS & PERMIT REQUIREMENTS OF THE CITY.4.PROPOSED SPOT GRADES ARE FLOW-LINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISE NOTED.5.GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND 1% MIN. AND 2% MAX. CROSS SLOPE, UNLESSOTHERWISE NOTED.6.PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS. MAXIMUM SLOPES IN MAINTAINEDAREAS IS 4:17.PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL TYPES GREATER THAN 4' IN HEIGHT SHALL BEDESIGNED AND ENGINEERED BY A REGISTERED RETAINING WALL ENGINEER. DESIGN DRAWINGS SHALL BE SUBMITTED FOR REVIEW ANDAPPROVAL PRIOR TO CONSTRUCTION.8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES THROUGHOUT THE DURATION OF CONSTRUCTION TOESTABLISH PROPER GRADES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR A FINAL FIELD CHECK OF FINISHED GRADESACCEPTABLE TO THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO TOPSOIL AND SODDING ACTIVITIES.9.IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITETO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE.10.EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. THECONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED INEMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALL SUBCUT CUT AREAS,WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO AMINIMUM DEPTH OF 6 INCHES.11.FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDINGADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS ORSLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVEBEEN FINISH GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALLAREAS THAT HAVE BECOME RUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREASDISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THEREQUIREMENTS OF THE NEW WORK.12.PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND/OR PARKING AREA SUBGRADE.THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BEAT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILSENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADESOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. NO TEST ROLL SHALL OCCUR WITHIN10' OF ANY UNDERGROUND STORM RETENTION/DETENTION SYSTEMS.13. TOLERANCES13.1.THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.30 FOOT ABOVE, OR 0.30 FOOT BELOW,THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE.13.2.THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE.13.3.AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION,UNLESS DIRECTED OTHERWISE BY THE ENGINEER.13.4.TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS.14.MAINTENANCE14.1.THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION, AND KEEP AREA FREE OF TRASH ANDDEBRIS.14.2.CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED, ERODED AND RUTTED AREAS TO SPECIFIED TOLERANCES.DURING THE CONSTRUCTION, IF REQUIRED, AND DURING THE WARRANTY PERIOD, ERODED AREAS WHERE TURF IS TO BEESTABLISHED SHALL BE RESEEDED AND MULCHED.14.3.WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENT CONSTRUCTION OPERATIONS OR ADVERSE WEATHER,CONTRACTOR SHALL SCARIFY, SURFACE, RESHAPE, AND COMPACT TO REQUIRED DENSITY PRIOR TO FURTHER CONSTRUCTION.GROUNDWATER INFORMATION:CITY OF EDINA GRADING NOTES:1.RESERVED FOR CITY SPECIFIC GRADING NOTES.SEE SWPPP ON SHEETS SW1.0 - SW1.6EROSION CONTROL NOTES:PER GEOTECHNICAL REPORT BY NORTHERN TECHNOLOGIES, INC., DATED 04-09-14GROUNDWATER WAS OBSERVED AT ELEVATIONS RANGING FROM 817.3 TO 818.8.PHASE II CONSTRUCTION LIMITSPage 1065 of 1184 Conc. WalkW 72nd St(A Public R/W)Lyma France A(A Public R/W24" RCP24" RCP6" CIP 18" RCP520.01N89°51'35"W325.01S00°11'54"E520.01S89°51'35"E325.01N00°11'54"W PARCEL #4 CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSINFILTRATION BASIN #1SIDEWALKEASEMENT, TYP.NOPARKINGGallagher DriveFrance Ave(A Public R/W)(A Public R/W)S89°48'06"W 125.00121.79Δ=14°46'22"R=472.36S00°11'54"E 237.22S75°01'42"W 56.41N00°11'54"W 268.50 S89°57'11"E 300.008" PVC SAN. SEWER SERVICE.CONSTRUCT PER CITY OFEDINA SPECIFICATIONS,DETAILS AND STANDARDS.STUB TO 5' FROM BLDG.IE @ STUB=843.40MAKE CORE DRILL CONNECTION TOEX. SANMH. PER CITY STANDARDS.COORD. W/ CITY AS NEEDEDRIM=858.70EX IE (W)=842.70 (FIELD VERIFY)PROP IE (N)=842.7035 LF 8" SCH40PVC SAN. SERV.@ 2.00%8" COMBINED WATER SERVICE.CONSTRUCT PER CITY OFEDINA SPECIFICATIONS,DETAILS AND STANDARDS.STUB TO 5' FROM BLDG.,COORD. W/MECH'L.CONNECT TO EXISTINGWATER STUB. VERIFYSIZE IS 8". INSTALL GVAND VALVE BOX.MAKE 8" WET TAPCONNECTION W/ VALVE TOEXISTING CITY WATER MAINHYDRANT AND GVPER CITYSTANDARDS8" COMBINED WATER SERVICE. CONSTRUCTPER CITY OF EDINA SPECIFICATIONS, DETAILSAND STANDARDS. STUB TO 5' FROM BUILDING.,COORD. W/MECH'L.CB 35RIM=840.78IE=837.7822 LF 12" SCH40PVC STORM @0.50%8" DIP WATER MAINFIRE DEPARTMENTCONNECTION,COORD. W/MECH'L.8" DIP WATER MAIN8" DIPWATER MAINCAP 8" DIP WATERMAIN. CITY TOCONNECT TO THISIN THE FUTURE.CBMH 2RIM=847.68IE (SE/W)=841.89IE(E)=843.18SUMP=837.89INSTALL SAFLBAFFLE AND HOODCBMH 32RIM=845.16IE (W/S)=834.66IE (NE)=840.56SUMP=830.66INSTALL SAFLBAFFLE AND HOODCB 1212" NYLOPLAST DRAINRIM=853.83IE=850.83CB 1112" NYLOPLAST DRAINRIM=852.93IE=849.93CB 1312" NYLOPLAST DRAINRIM=855.89IE=851.89AD 61RIM=858.73SEE ARCH'L ANDMECH'L PLAN FORLOW POINTS OVERBUILDINGCBMH 4RIM=852.68IE (N/S)=848.92IE (W)=848.68CB 512" NYLOPLAST DRAINRIM=852.40IE=849.25CB 612" NYLOPLAST DRAINRIM=852.82IE=849.72CB 712" NYLOPLAST DRAINRIM=852.96IE=849.96CBMH 3RIM=855.30IE=847.62AD 62RIM=858.73SEE ARCH'L ANDMECH'L PLAN FORLOW POINTS OVERBUILDINGAD 63RIM=858.23SEE ARCH'L ANDMECH'L PLAN FORLOW POINTS OVERBUILDINGAD 64RIM=858.23SEE ARCH'L ANDMECH'L PLAN FORLOW POINTS OVERBUILDING75 LF 18" HDPESTORM @ 11.72%73 LF 18" HDPESTORM @ 2.14%170 LF 15" SCH40 PVCSTORM @ 2.61%106 LF 15" SCH40 PVCSTORM @ 1.00%66 LF 12" HDPESTORM @ 0.50%49 LF 12" HDPESTORM @ 2.06%52 LF 12" HDPESTORM @ 1.73%117 LF 12" HDPESTORM @ 0.91%95 LF 12" HDPESTORM @ 0.50%49 LF 12" HDPESTORM @ 0.50%RECONSTRUCT CBAND REPLACEWITH R-3067CASTING.CONTRACTOR TOVERIFY CB EXISTSFES 41IE=834.97INSTALL CLASSIII RIP RAPPUMP STATION 1RE=843.50IE (NW-OUTLET)=UNKNOWN(FIELD VERIFY)IE (SE)=832.43PUMP TO TURN ON ATELEVATION 833.10.CONNECT TO EXISTINGSTORM PIPES.MAX PUMP FLOW AT 0.50 CFS.COORD. W/CONTRACTOR FORFINAL PUMP SYSTEM DESIGNMH 34RIM=848.07IE(NE/NW)=837.67IE(E)=843.6080 LF 12" SCH 40 PVCSTORM @ 3.76%MH 33RIM=847.77IE=842.27MH 22RIM=853.60IE=849.60MH 21RIM=848.30IE(SE/NW)=842.93IE(S/E)=844.3052 LF 18" SCH40 PVCSTORM @ 2.00%135 LF 18" HDPESTORM @ 3.93%52 LF 12" SCH40 PVCSTORM @ 3.29%BLDG ROOF DRAIN ANDSUMP PUMP CONNECTION.STUB IE=843..88BLDG IE=843.98COORD. W/ MECH'LBLDG ROOF DRAINAND SUMP PUMPCONNECTION.STUB IE=842.33BLDG IE=842.43COORD. W/ MECH'LBLDG ROOF DRAIN ANDSUMP PUMP CONNECTION.STUB IE=844.58BLDG IE=844.68COORD. W/ MECH'LBLDG ROOF DRAIN ANDSUMP PUMP CONNECTION.STUB IE=849.88BLDG IE=849.98COORD. W/ MECH'LFES 51IE=831.6055 LF 12" HDPESTORM @ 1.50%FES 1IE=833.10INSTALL CLASSIII RIP RAPFES 31IE=833.10INSTALL CLASSIII RIP RAPTRENCH DRAIN 21A22 LFRIM=847.91BOT=845.91IE=843.4124 LF 12" SCH40 PVCSTORM @ 2.00%14 LF 12" SCH40 PVCSTORM @ 2.00%14 LF 12" SCH40 PVCSTORM @ 2.00%14 LF 12" SCH40 PVCSTORM @ 2.00%3 LF 12" SCH40 PVCSTORM @ 2.00%7200 & 7250 FRANCE 7200 & 7250 FRANCE AVE S, EDINA, MN 55435 6550 YORK AVE S SUITE 207, EDINA, MN 55435 ORION INVESTMENTS PROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:214198/12/2022 PUD SUBMISSION1/10/23 FINAL PUD SUBMITTAL. .. .. .. .06/30/2022 CITY SUBMITTALDRAWN BY:REVIEWED BY:AMDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202248776David J. KnaebleLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.1/10/23Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060REVISION SUMMARYDATEDESCRIPTIONC4.0 APH. 1 (A) UTILITY PLAN. .. .. .. .. .. .GENERAL UTILITY NOTES:UTILITY LEGEND:01" = 30'-0"30'-0"15'-0"NKnow what'sbelow.before you dig.CallRCATCH BASINGATE VALVE AND VALVE BOXSANITARY SEWERSTORM SEWERWATER MAINPROPOSED FIRE HYDRANTMANHOLEFES AND RIP RAP1. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT.2. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS.3. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FORUTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT AREDAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.4. UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINEINSTALLATION" AND "SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OFMINNESOTA (CEAM), AND SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY AND THE PROJECT SPECIFICATIONS.5. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND RE-USED OR PLACED AT THE DIRECTION OF THE OWNER.6. ALL WATER PIPE SHALL BE CLASS 52 DUCTILE IRON PIPE (DIP) AWWA C151, ASME B16.4, AWWA C110, AWWA C153 UNLESS OTHERWISE NOTED.7. ALL SANITARY SEWER SHALL BE SDR 26 POLYVINYL CHLORIDE (PVC) ASTM D3034 & F679, OR SCH 40 ASTM D1785, 2665, ASTM F794, 1866)UNLESS OTHERWISE NOTED.8. ALL STORM SEWER PIPE SHALL BE HDPE ASTM F714 & F2306 WITH ASTM D3212 SPEC FITTINGS UNLESS OTHERWISE NOTED.9. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE OR TO END OF FLARED END SECTION.10. UTILITIES ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDING FOOTPRINT. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR THEFINAL CONNECTION TO BUILDING LINES. COORDINATE WITH ARCHITECTURAL AND MECHANICAL PLANS.11. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.15FEET PER DETAILS. RIM ELEVATIONS SHOWN ON THIS PLAN DO NOT REFLECT SUMPED ELEVATIONS.12. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB UNLESS OTHERWISE NOTED.13. HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCE WITH CITY REQUIREMENTS. HYDRANT EXTENSIONS ARE INCIDENTAL.14. A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE REQUIRED TOMAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL.15. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITIES, UNLESSOTHERWISE NOTED.16. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH CITY STANDARDS AND COORDINATED WITH THE CITY PRIOR TOCONSTRUCTION.17.CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE-DRILLED.18. COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH THE MECHANICAL DRAWINGS.19. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF UTILITIES WITH ADJACENT CONTRACTORS AND CITY STAFF.20. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL PAVEMENT CONNECTIONS SHALLBE SAWCUT. ALL TRAFFIC CONTROLS SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OFTHE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE BUT NOT BE LIMITED TOSIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROADCLOSURES SHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY.21. ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROPOSED GRADES WHERE REQUIRED. THE REQUIREMENTS OF ALLOWNERS MUST BE COMPLIED WITH. STRUCTURES BEING RESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFICLOADING.22. CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY COMPANIES.23. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE TO UTILITIES. COORDINATE THE INSTALLATION OF IRRIGATIONSLEEVES NECESSARY AS TO NOT IMPACT INSTALLATION OF UTILITIES.24. CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPONCOMPLETION OF WORK.25.ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT. APPROVED RESILIENT RUBBER JOINTSMUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS, OR OTHER STRUCTURES.26.ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED INACCORDANCE WITH MN RULES, CHAPTER 4714, SECTION 1109.0.27.FOR ALL SITES LOCATED IN CLAY SOIL AREAS, DRAIN TILE MUST BE INSTALLED AT ALL LOW POINT CATCH BASINS 25' IN EACH DIRECTION.SEE PLAN AND DETAIL. INSTALL LOW POINT DRAIN TILE PER PLANS AND GEOTECHNICAL REPORT RECOMMENDATIONS AND REQUIREMENTS.CITY OF EDINA UTILITY NOTES:1.CONTRACTOR MUST APPLY FOR A SEWER AND WATER CONNECTION PERMIT WITH THECITY OF EDINA PUBLIC WORKS PRIOR TO CONSTRUCTION.2.DISCONNECTED SANITARY AND WATER SERVICES TO BE CAPPED AT MAIN.Page 1066 of 1184 Conc. WalkW 72nd St(A Public R/W)Lyma France A(A Public R/W24" RCP24" RCP6" CIP 18" RCP520.01N89°51'35"W325.01S00°11'54"E520.01S89°51'35"E325.01N00°11'54"W PARCEL #4 CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSINFILTRATION BASIN #1SIDEWALKEASEMENT, TYP.NOPARKINGGallagher DriveFrance Ave(A Public R/W)(A Public R/W)S89°48'06"W 125.00121.79Δ=14°46'22"R=472.36S00°11'54"E 237.22S75°01'42"W 56.41N00°11'54"W 268.50 S89°57'11"E 300.008" PVC SAN. SEWER SERVICE.CONSTRUCT PER CITY OFEDINA SPECIFICATIONS,DETAILS AND STANDARDS.STUB TO 5' FROM BLDG.IE @ STUB=843.40MAKE CORE DRILL CONNECTION TOEX. SANMH. PER CITY STANDARDS.COORD. W/ CITY AS NEEDEDRIM=858.70EX IE (W)=842.70 (FIELD VERIFY)PROP IE (N)=842.7035 LF 8" SCH40PVC SAN. SERV.@ 2.00%8" COMBINED WATER SERVICE.CONSTRUCT PER CITY OFEDINA SPECIFICATIONS,DETAILS AND STANDARDS.STUB TO 5' FROM BLDG.,COORD. W/MECH'L.CONNECT TO EXISTINGWATER STUB. VERIFYSIZE IS 8". INSTALL GVAND VALVE BOX.MAKE 8" WET TAPCONNECTION W/ VALVE TOEXISTING CITY WATER MAINHYDRANT AND GVPER CITYSTANDARDS8" COMBINED WATER SERVICE. CONSTRUCTPER CITY OF EDINA SPECIFICATIONS, DETAILSAND STANDARDS. STUB TO 5' FROM BUILDING.,COORD. W/MECH'L.CB 35RIM=840.78IE=837.7822 LF 12" SCH40PVC STORM @0.50%8" DIP WATER MAINFIRE DEPARTMENTCONNECTION,COORD. W/MECH'L.8" DIP WATER MAIN8" DIPWATER MAINCAP 8" DIP WATERMAIN. CITY TOCONNECT TO THISIN THE FUTURE.CBMH 2RIM=847.68IE (SE/W)=841.89IE(E)=843.18SUMP=837.89INSTALL SAFLBAFFLE AND HOODCBMH 32RIM=845.16IE (W/S)=834.66IE (NE)=840.56SUMP=830.66INSTALL SAFLBAFFLE AND HOODCB 1212" NYLOPLAST DRAINRIM=853.83IE=850.83CB 1112" NYLOPLAST DRAINRIM=852.93IE=849.93CB 1312" NYLOPLAST DRAINRIM=855.89IE=851.89AD 61RIM=858.73SEE ARCH'L ANDMECH'L PLAN FORLOW POINTS OVERBUILDINGCBMH 4RIM=852.68IE (N/S)=848.92IE (W)=848.68CB 512" NYLOPLAST DRAINRIM=852.40IE=849.25CB 612" NYLOPLAST DRAINRIM=852.82IE=849.72CB 712" NYLOPLAST DRAINRIM=852.96IE=849.96CBMH 3RIM=855.30IE=847.62AD 62RIM=858.73SEE ARCH'L ANDMECH'L PLAN FORLOW POINTS OVERBUILDINGAD 63RIM=858.23SEE ARCH'L ANDMECH'L PLAN FORLOW POINTS OVERBUILDINGAD 64RIM=858.23SEE ARCH'L ANDMECH'L PLAN FORLOW POINTS OVERBUILDING75 LF 18" HDPESTORM @ 11.72%73 LF 18" HDPESTORM @ 2.14%170 LF 15" SCH40 PVCSTORM @ 2.61%106 LF 15" SCH40 PVCSTORM @ 1.00%66 LF 12" HDPESTORM @ 0.50%49 LF 12" HDPESTORM @ 2.06%52 LF 12" HDPESTORM @ 1.73%117 LF 12" HDPESTORM @ 0.91%95 LF 12" HDPESTORM @ 0.50%49 LF 12" HDPESTORM @ 0.50%RECONSTRUCT CBAND REPLACEWITH R-3067CASTING.CONTRACTOR TOVERIFY CB EXISTSFES 41IE=834.97INSTALL CLASSIII RIP RAPPUMP STATION 1RE=843.50IE (NW-OUTLET)=UNKNOWN(FIELD VERIFY)IE (SE)=832.43PUMP TO TURN ON ATELEVATION 833.10.CONNECT TO EXISTINGSTORM PIPES.MAX PUMP FLOW AT 0.50 CFS.COORD. W/CONTRACTOR FORFINAL PUMP SYSTEM DESIGNMH 34RIM=848.07IE(NE/NW)=837.67IE(E)=843.6080 LF 12" SCH 40 PVCSTORM @ 3.76%MH 33RIM=847.77IE=842.27MH 22RIM=853.60IE=849.60MH 21RIM=848.30IE(SE/NW)=842.93IE(S/E)=844.3052 LF 18" SCH40 PVCSTORM @ 2.00%135 LF 18" HDPESTORM @ 3.93%52 LF 12" SCH40 PVCSTORM @ 3.29%BLDG ROOF DRAIN ANDSUMP PUMP CONNECTION.STUB IE=843..88BLDG IE=843.98COORD. W/ MECH'LBLDG ROOF DRAINAND SUMP PUMPCONNECTION.STUB IE=842.33BLDG IE=842.43COORD. W/ MECH'LBLDG ROOF DRAIN ANDSUMP PUMP CONNECTION.STUB IE=844.58BLDG IE=844.68COORD. W/ MECH'LBLDG ROOF DRAIN ANDSUMP PUMP CONNECTION.STUB IE=849.88BLDG IE=849.98COORD. W/ MECH'LFES 51IE=831.6055 LF 12" HDPESTORM @ 1.50%FES 1IE=833.10INSTALL CLASSIII RIP RAPFES 31IE=833.10INSTALL CLASSIII RIP RAPTRENCH DRAIN 21A22 LFRIM=847.91BOT=845.91IE=843.4124 LF 12" SCH40 PVCSTORM @ 2.00%14 LF 12" SCH40 PVCSTORM @ 2.00%14 LF 12" SCH40 PVCSTORM @ 2.00%14 LF 12" SCH40 PVCSTORM @ 2.00%3 LF 12" SCH40 PVCSTORM @ 2.00%7200 & 7250 FRANCE 7200 & 7250 FRANCE AVE S, EDINA, MN 55435 6550 YORK AVE S SUITE 207, EDINA, MN 55435 ORION INVESTMENTS PROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:214198/12/2022 PUD SUBMISSION1/10/23 FINAL PUD SUBMITTAL. .. .. .. .06/30/2022 CITY SUBMITTALDRAWN BY:REVIEWED BY:AMDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202248776David J. KnaebleLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.1/10/23Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060REVISION SUMMARYDATEDESCRIPTIONC4.0 BPH. 1 (B) UTILITY PLAN. .. .. .. .. .. .GENERAL UTILITY NOTES:UTILITY LEGEND:01" = 30'-0"30'-0"15'-0"NKnow what'sbelow.before you dig.CallRCATCH BASINGATE VALVE AND VALVE BOXSANITARY SEWERSTORM SEWERWATER MAINPROPOSED FIRE HYDRANTMANHOLEFES AND RIP RAP1. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT.2. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS.3. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FORUTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT AREDAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.4. UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINEINSTALLATION" AND "SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OFMINNESOTA (CEAM), AND SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY AND THE PROJECT SPECIFICATIONS.5. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND RE-USED OR PLACED AT THE DIRECTION OF THE OWNER.6. ALL WATER PIPE SHALL BE CLASS 52 DUCTILE IRON PIPE (DIP) AWWA C151, ASME B16.4, AWWA C110, AWWA C153 UNLESS OTHERWISE NOTED.7. ALL SANITARY SEWER SHALL BE SDR 26 POLYVINYL CHLORIDE (PVC) ASTM D3034 & F679, OR SCH 40 ASTM D1785, 2665, ASTM F794, 1866)UNLESS OTHERWISE NOTED.8. ALL STORM SEWER PIPE SHALL BE HDPE ASTM F714 & F2306 WITH ASTM D3212 SPEC FITTINGS UNLESS OTHERWISE NOTED.9. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE OR TO END OF FLARED END SECTION.10. UTILITIES ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDING FOOTPRINT. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR THEFINAL CONNECTION TO BUILDING LINES. COORDINATE WITH ARCHITECTURAL AND MECHANICAL PLANS.11. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.15FEET PER DETAILS. RIM ELEVATIONS SHOWN ON THIS PLAN DO NOT REFLECT SUMPED ELEVATIONS.12. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB UNLESS OTHERWISE NOTED.13. HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCE WITH CITY REQUIREMENTS. HYDRANT EXTENSIONS ARE INCIDENTAL.14. A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE REQUIRED TOMAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL.15. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITIES, UNLESSOTHERWISE NOTED.16. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH CITY STANDARDS AND COORDINATED WITH THE CITY PRIOR TOCONSTRUCTION.17.CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE-DRILLED.18. COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH THE MECHANICAL DRAWINGS.19. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF UTILITIES WITH ADJACENT CONTRACTORS AND CITY STAFF.20. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL PAVEMENT CONNECTIONS SHALLBE SAWCUT. ALL TRAFFIC CONTROLS SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OFTHE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE BUT NOT BE LIMITED TOSIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROADCLOSURES SHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY.21. ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROPOSED GRADES WHERE REQUIRED. THE REQUIREMENTS OF ALLOWNERS MUST BE COMPLIED WITH. STRUCTURES BEING RESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFICLOADING.22. CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY COMPANIES.23. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE TO UTILITIES. COORDINATE THE INSTALLATION OF IRRIGATIONSLEEVES NECESSARY AS TO NOT IMPACT INSTALLATION OF UTILITIES.24. CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPONCOMPLETION OF WORK.25.ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT. APPROVED RESILIENT RUBBER JOINTSMUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS, OR OTHER STRUCTURES.26.ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED INACCORDANCE WITH MN RULES, CHAPTER 4714, SECTION 1109.0.27.FOR ALL SITES LOCATED IN CLAY SOIL AREAS, DRAIN TILE MUST BE INSTALLED AT ALL LOW POINT CATCH BASINS 25' IN EACH DIRECTION.SEE PLAN AND DETAIL. INSTALL LOW POINT DRAIN TILE PER PLANS AND GEOTECHNICAL REPORT RECOMMENDATIONS AND REQUIREMENTS.CITY OF EDINA UTILITY NOTES:1.CONTRACTOR MUST APPLY FOR A SEWER AND WATER CONNECTION PERMIT WITH THECITY OF EDINA PUBLIC WORKS PRIOR TO CONSTRUCTION.2.DISCONNECTED SANITARY AND WATER SERVICES TO BE CAPPED AT MAIN.Page 1067 of 1184 Conc. WalkW 72nd St(A Public R/W)Lyma France A(A Public R/W24" RCP24" RCP6" CIP 18" RCP520.01N89°51'35"W325.01S00°11'54"E520.01S89°51'35"E325.01N00°11'54"W PARCEL #4 CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSDROP OFF AREADROP OFF AREANOPARKINGGallagher DriveFrance Ave(A Public R/W)(A Public R/W)S89°48'06"W 125.00121.79Δ=14°46'22"R=472.36S00°11'54"E 237.22S75°01'42"W 56.41N00°11'54"W 268.50 S89°57'11"E 300.008" PVC SAN. SEWER SERVICE.CONSTRUCT PER CITY OFEDINA SPECIFICATIONS,DETAILS AND STANDARDS.STUB TO 5' FROM BLDG.IE @ STUB=843.40MAKE CORE DRILL CONNECTION TOEX. SANMH. PER CITY STANDARDS.COORD. W/ CITY AS NEEDEDRIM=858.70EX IE (W)=842.70 (FIELD VERIFY)PROP IE (N)=842.7035 LF 8" SCH40PVC SAN. SERV.@ 2.00%STUB SANITARY TO 5'FROM BUILDINGIE @ STUB=850.26COORD. W/MECH'LMAKE CORE DRILL AND SADDLE-TEECONNECTION TO EX. 24" RCPSANITARY PER CITY OF EDINASTANDARDS AND SPECIFICATIONS.COORD. W/ CITY AS NEEDEDEX IE (E/W)=848.65 (FIELD VERIFY)PROP IE (S)=849.3247 LF 8" SCH40 PVCSAN. SERV. @ 2.00%8" COMBINED WATER SERVICE.CONSTRUCT PER CITY OFEDINA SPECIFICATIONS,DETAILS AND STANDARDS.STUB TO 5' FROM BLDG.,COORD. W/MECH'L.CONNECT TO EXISTINGWATER STUB. VERIFYSIZE IS 8". INSTALL GVAND VALVE BOX.MAKE 8" WET TAPCONNECTION W/ VALVE TOEXISTING CITY WATER MAINHYDRANT AND GVPER CITYSTANDARDS8" COMBINED WATER SERVICE. CONSTRUCTPER CITY OF EDINA SPECIFICATIONS, DETAILSAND STANDARDS. STUB TO 5' FROM BUILDING.,COORD. W/MECH'L.8" DIP WATER MAINFIRE DEPARTMENTCONNECTION,COORD. W/MECH'L.FIRE DEPARTMENTCONNECTION,COORD. W/MECH'L.8" DIP WATER MAIN8" DIPWATER MAINCAP 8" DIP WATERMAIN. CITY TOCONNECT TO THISIN THE FUTURE.CBMH 2RIM=847.68IE (SE/W)=841.89IE(E)=843.18SUMP=837.89INSTALL SAFLBAFFLE AND HOODCBMH 32RIM=845.16IE (W/S)=834.66IE (NE)=840.56SUMP=830.66INSTALL SAFLBAFFLE AND HOODCB 1212" NYLOPLAST DRAINRIM=853.83IE=850.83CB 1112" NYLOPLAST DRAINRIM=852.93IE=849.93CB 1312" NYLOPLAST DRAINRIM=855.89IE=851.89AD 61RIM=858.73SEE ARCH'L ANDMECH'L PLAN FORLOW POINTS OVERBUILDINGCBMH 4RIM=852.68IE (N/S)=848.92IE (W)=848.68CB 512" NYLOPLAST DRAINRIM=852.40IE=849.25CB 612" NYLOPLAST DRAINRIM=852.82IE=849.72CB 712" NYLOPLAST DRAINRIM=852.96IE=849.96CBMH 3RIM=855.30IE=847.62AD 62RIM=858.73SEE ARCH'L ANDMECH'L PLAN FORLOW POINTS OVERBUILDINGAD 63RIM=858.23SEE ARCH'L ANDMECH'L PLAN FORLOW POINTS OVERBUILDINGAD 64RIM=858.23SEE ARCH'L ANDMECH'L PLAN FORLOW POINTS OVERBUILDING75 LF 18" HDPESTORM @ 11.72%73 LF 18" HDPESTORM @ 2.14%170 LF 15" SCH40 PVCSTORM @ 2.61%106 LF 15" SCH40 PVCSTORM @ 1.00%66 LF 12" HDPESTORM @ 0.50%49 LF 12" HDPESTORM @ 2.06%52 LF 12" HDPESTORM @ 1.73%117 LF 12" HDPESTORM @ 0.91%95 LF 12" HDPESTORM @ 0.50%49 LF 12" HDPESTORM @ 0.50%RECONSTRUCT CBAND REPLACEWITH R-3067CASTING.CONTRACTOR TOVERIFY CB EXISTSFES 41IE=834.97INSTALL CLASSIII RIP RAPPUMP STATION 1RE=843.50IE (NW-OUTLET)=UNKNOWN(FIELD VERIFY)IE (SE)=832.43PUMP TO TURN ON ATELEVATION 833.10.CONNECT TO EXISTINGSTORM PIPES.MAX PUMP FLOW AT 0.50 CFS.COORD. W/CONTRACTOR FORFINAL PUMP SYSTEM DESIGNMH 34RIM=848.07IE(NE/NW)=837.67IE(E)=843.6080 LF 12" SCH 40 PVCSTORM @ 3.76%MH 33RIM=847.77IE=842.27MH 22RIM=853.60IE=849.60MH 21RIM=848.30IE(SE/NW)=842.93IE(S/E)=844.3052 LF 18" SCH40 PVCSTORM @ 2.00%135 LF 18" HDPESTORM @ 3.93%52 LF 12" SCH40 PVCSTORM @ 3.29%BLDG ROOF DRAIN ANDSUMP PUMP CONNECTION.STUB IE=843..88BLDG IE=843.98COORD. W/ MECH'LBLDG ROOF DRAINAND SUMP PUMPCONNECTION.STUB IE=842.33BLDG IE=842.43COORD. W/ MECH'LBLDG ROOF DRAIN ANDSUMP PUMP CONNECTION.STUB IE=844.58BLDG IE=844.68COORD. W/ MECH'LBLDG ROOF DRAIN ANDSUMP PUMP CONNECTION.STUB IE=849.88BLDG IE=849.98COORD. W/ MECH'LFES 51IE=831.6055 LF 12" HDPESTORM @ 1.50%FES 1IE=833.10INSTALL CLASSIII RIP RAPFES 31IE=833.10INSTALL CLASSIII RIP RAPTRENCH DRAIN 21A22 LFRIM=847.91BOT=845.91IE=843.4124 LF 12" SCH40 PVCSTORM @ 2.00%14 LF 12" SCH40 PVCSTORM @ 2.00%14 LF 12" SCH40 PVCSTORM @ 2.00%14 LF 12" SCH40 PVCSTORM @ 2.00%3 LF 12" SCH40 PVCSTORM @ 2.00%7200 & 7250 FRANCE 7200 & 7250 FRANCE AVE S, EDINA, MN 55435 6550 YORK AVE S SUITE 207, EDINA, MN 55435 ORION INVESTMENTS PROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:214198/12/2022 PUD SUBMISSION1/10/23 FINAL PUD SUBMITTAL. .. .. .. .06/30/2022 CITY SUBMITTALDRAWN BY:REVIEWED BY:AMDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202248776David J. KnaebleLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.1/10/23Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060REVISION SUMMARYDATEDESCRIPTIONC4.1PH. 2 UTILITY PLAN. .. .. .. .. .. .GENERAL UTILITY NOTES:01" = 30'-0"30'-0"15'-0"NKnow what'sbelow.before you dig.CallRCATCH BASINGATE VALVE AND VALVE BOXSANITARY SEWERSTORM SEWERWATER MAINPROPOSED FIRE HYDRANTMANHOLEFES AND RIP RAP1. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT.2. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS.3. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FORUTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT AREDAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.4. UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINEINSTALLATION" AND "SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OFMINNESOTA (CEAM), AND SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY AND THE PROJECT SPECIFICATIONS.5. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND RE-USED OR PLACED AT THE DIRECTION OF THE OWNER.6. ALL WATER PIPE SHALL BE CLASS 52 DUCTILE IRON PIPE (DIP) AWWA C151, ASME B16.4, AWWA C110, AWWA C153 UNLESS OTHERWISE NOTED.7. ALL SANITARY SEWER SHALL BE SDR 26 POLYVINYL CHLORIDE (PVC) ASTM D3034 & F679, OR SCH 40 ASTM D1785, 2665, ASTM F794, 1866)UNLESS OTHERWISE NOTED.8. ALL STORM SEWER PIPE SHALL BE HDPE ASTM F714 & F2306 WITH ASTM D3212 SPEC FITTINGS UNLESS OTHERWISE NOTED.9. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE OR TO END OF FLARED END SECTION.10. UTILITIES ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDING FOOTPRINT. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR THEFINAL CONNECTION TO BUILDING LINES. COORDINATE WITH ARCHITECTURAL AND MECHANICAL PLANS.11. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.15FEET PER DETAILS. RIM ELEVATIONS SHOWN ON THIS PLAN DO NOT REFLECT SUMPED ELEVATIONS.12. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB UNLESS OTHERWISE NOTED.13. HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCE WITH CITY REQUIREMENTS. HYDRANT EXTENSIONS ARE INCIDENTAL.14. A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE REQUIRED TOMAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL.15. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITIES, UNLESSOTHERWISE NOTED.16. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH CITY STANDARDS AND COORDINATED WITH THE CITY PRIOR TOCONSTRUCTION.17.CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE-DRILLED.18. COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH THE MECHANICAL DRAWINGS.19. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF UTILITIES WITH ADJACENT CONTRACTORS AND CITY STAFF.20. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL PAVEMENT CONNECTIONS SHALLBE SAWCUT. ALL TRAFFIC CONTROLS SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OFTHE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE BUT NOT BE LIMITED TOSIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROADCLOSURES SHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY.21. ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROPOSED GRADES WHERE REQUIRED. THE REQUIREMENTS OF ALLOWNERS MUST BE COMPLIED WITH. STRUCTURES BEING RESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFICLOADING.22. CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY COMPANIES.23. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE TO UTILITIES. COORDINATE THE INSTALLATION OF IRRIGATIONSLEEVES NECESSARY AS TO NOT IMPACT INSTALLATION OF UTILITIES.24. CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPONCOMPLETION OF WORK.25.ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT. APPROVED RESILIENT RUBBER JOINTSMUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS, OR OTHER STRUCTURES.26.ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED INACCORDANCE WITH MN RULES, CHAPTER 4714, SECTION 1109.0.27.FOR ALL SITES LOCATED IN CLAY SOIL AREAS, DRAIN TILE MUST BE INSTALLED AT ALL LOW POINT CATCH BASINS 25' IN EACH DIRECTION.SEE PLAN AND DETAIL. INSTALL LOW POINT DRAIN TILE PER PLANS AND GEOTECHNICAL REPORT RECOMMENDATIONS AND REQUIREMENTS.CITY OF EDINA UTILITY NOTES:1.RESERVED FOR CITY SPECIFIC UTILITY NOTES.UTILITY LEGEND:PHASE II CONSTRUCTION LIMITSPage 1068 of 1184 7200 & 7250 FRANCE 7200 & 7250 FRANCE AVE S, EDINA, MN 55435 6550 YORK AVE S SUITE 207, EDINA, MN 55435 ORION INVESTMENTS PROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:214198/12/2022 PUD SUBMISSION1/10/23 FINAL PUD SUBMITTAL. .. .. .. .06/30/2022 CITY SUBMITTALDRAWN BY:REVIEWED BY:AMDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202248776David J. KnaebleLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.1/10/23Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060REVISION SUMMARYDATEDESCRIPTIONC5.0CIVIL DETAILS. .. .. .. .. .. .Page 1069 of 1184 7200 & 7250 FRANCE 7200 & 7250 FRANCE AVE S, EDINA, MN 55435 6550 YORK AVE S SUITE 207, EDINA, MN 55435 ORION INVESTMENTS PROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:214198/12/2022 PUD SUBMISSION1/10/23 FINAL PUD SUBMITTAL. .. .. .. .06/30/2022 CITY SUBMITTALDRAWN BY:REVIEWED BY:AMDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202248776David J. KnaebleLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.1/10/23Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060REVISION SUMMARYDATEDESCRIPTIONC5.1CIVIL DETAILS. .. .. .. .. .. . 7"20"FINISHED GRADESLOPE GUTTER 3/4"/1'NOTES:1. INSTALL CONSTRUCTION JOINTS AT 10'-0" O.C. +/-2. BASE DEPTH DEPENDANT UPON SOIL CONDITIONSCONTINUOUS SLOPE CONCRETE CURBAND GUTTERPAVEMENT MATERIALSSEE DETAIL6"6"RIBBON CURBN T S6FINISHED GRADETOOLED CONTROL JOINTSEE DETAIL (TYP.)LIGHT BROOM FINISH PERPENDICULAR TOTRAFFIC WITH 3" WIDE SMOOTHTROWELLED EDGE5" CONCRETE AS SPECIFIED6" CLASS 5 AGGREGATE BASECOMPACTED SUBGRADENOTES:1. INSTALLATION SHALL BE CERTIFIED AND IN ACCORDANCE TO AN ON-SITEA.C.I. TECHNICIAN AS SPECIFIED.2. SEE GEO-TECHNICAL RECOMMENDATIONS FOR GROSS WEIGHTREQUIREMENTS.3. SEE LAYOUT DRAWINGS FOR LIMITS OF WALKS.4. SEE CONCRETE JOINT DETAIL FOR REQUIREMENTS.5. 1/2" WIDE EXPANSION JOINT AND SEALANT AT ALL CURBS.CONCRETE WALK/PAD3"2"THIS OCCURS ONLY WHEREMULCH MEETS EDGE OF WALKLEAVE TOP OFMULCH DOWN 1"FROM TOP OF WALKN T S (PRIVATE PROPERTY)1EXTEND POST PAST TOP OF POST10 DEGREE SLOPE1 INCH SILICONE RUBBEROR ASPHALTIC CAULKINGCOMPOUNDFILL ANNULAR SPACE TO 1 INCHFROM TOP WITH SILICA SANDCONCRETE FOOTING AS SPECIFIED6"3'-6"2'-6" 60"-66"FROM PAVEMENT TOBOTTOM OF SIGN 1/2"MATERIAL VARIES-SEE PLANMETAL SIGN ACCORDINGTO MN STATE CODENOTE:1. SIGN SHALL BE AS SPECIFIED.2. VERIFY POST PAINT C0LOR WITH LANDSCAPEARCHITECT PRIOR TO INSTALLATION.ACCESSIBLE SIGN AND POSTN T S1'-6"6" O.D. GALVANIZED STEEL PIPE PAINTED WITH 1COAT OF APPROPRIATE PRIMER AND TWO COATSSIGN ENAMEL. FILL ANNULAR SPACE WITH GROUT.COVER WITH YELLOW "IDEAL SHIELD" PLASTICCOVER.GREEN POWDER COATED STEEL SQUAREPOST AS SPECIFIED1/4" METAL PLATE WELDED TOBOTTOM OF 6” PIPEGALVANIZED STEEL FASTENER(TYP. OF 2)2512"2'-0"1'-0"CONCRETEVALLEYGUTTERMIN. 6" AGGREGATE BASECOURSE TO BEPLACED BY PAVINGCONTRACTOR111'-0" TYP.VALLEY GUTTERN T S7"7HEAVY DUTY BITUMINOUS PAVEMENT8" CLASS 5 AGGREGATESUBBASE (MNDOT 3138)2" BASE COURSE (MNDOT 2360 - SPNWB330B)TACK COAT (MNDOT 2357)2" WEAR COURSE (MNDOT 2360 - SPWEA340B)COMPACTED SUBGRADE (100% OF STANDARDPROCTOR MAXIMUM DRY DENSITY)N T S4NOTE:SECTION IS FORBIDDING PURPOSESONLY. REFER TOGEOTECH FORFINAL PAVEMENTSECTION.LIGHT DUTY BITUMINOUS PAVEMENT6" CLASS 5 AGGREGATESUBBASE (MNDOT 3138)2" BASE COURSE (MNDOT 2360 - SPNWB330B)TACK COAT (MNDOT 2357)1.5" WEAR COURSE (MNDOT 2360 - SPWEA340B)COMPACTED SUBGRADE (100% OF STANDARDPROCTOR MAXIMUM DRY DENSITY)N T SNOTE:SECTION IS FORBIDDING PURPOSESONLY. REFER TOGEOTECH FORFINAL PAVEMENTSECTION.5CATCH BASIN/MANHOLE/RISERREMARKSCASTING SCHEDULENOTE:1.CASTINGS SHALL BE NEENAH FOUNDRY CASTINGS OR APPROVED EQUIVALENT.2.CASTINGS SHALL BE STAMPED WITH APPROPRIATE UTILITY NAME ("STORM SEWER", "SANITARY SEWER")CASTING SCHEDULEN T SGRATE TYPE(NEENAH)STORM CURB INLETR-3067-C (V GRATE)2, 22, 31-39STORM AREA DRAIN INLETR-25013, 4, 31STORM MANHOLER-164223, 24, 41, 423D24"3H:1L MAX.BIO-INFILTRATION BASIN (RAIN GARDEN - TYP.)N T STYPICAL SECTION VIEW1.INSTALL SILT FENCE AND/OR OR OTHER APPROPRIATE TEMPORARY EROSION CONTROL DEVICES TOPREVENT SEDIMENT FROM LEAVING OR ENTERING THE PRACTICE DURING CONSTRUCTION.2.ALL DOWN-GRADIENT PERIMETER SEDIMENT CONTROL BMP'S MUST BE IN PLACE BEFORE ANY UP GRADIENTLAND DISTURBING ACTIVITY BEGINS.3.PERFORM CONTINUOUS INSPECTIONS OF EROSION CONTROL PRACTICES.4.INSTALL UTILITIES (WATER, SANITARY SEWER, ELECTRIC, PHONE, FIBER OPTIC, ETC) PRIOR TO SETTING FINALGRADE OF BIORETENTION DEVICE.5.ROUGH GRADE THE SITE. IF BIORETENTION AREAS ARE BEING USED AS TEMPORARY SEDIMENT BASINSLEAVE A MINIMUM OF 3 FEET OF COVER OVER THE PRACTICE TO PROTECT THE UNDERLYING SOILS FROMCLOGGING.6.PERFORM ALL OTHER SITE IMPROVEMENTS.7.PLANT ALL AREAS AFTER DISTURBANCE.8.CONSTRUCT BIORETENTION DEVICE UPON STABILIZATION OF CONTRIBUTING DRAINAGE AREA.9.IMPLEMENT TEMPORARY AND PERMANENT EROSION CONTROL PRACTICES.10.PLANT AND/OR ROCK MULCH BIORETENTION DEVICE.11.REMOVE TEMPORARY EROSION CONTROL DEVICES AFTER THE CONTRIBUTING DRAINAGE AREA ISADEQUATELY VEGETATED.GENERAL NOTES1.IN THE EVENT THAT SEDIMENT IS INTRODUCED INTO THE BMP DURING OR IMMEDIATELY FOLLOWINGEXCAVATION, THIS MATERIAL SHALL BE REMOVED FROM THE PRACTICE PRIOR TO CONTINUINGCONSTRUCTION.2.GRADING OF BIORETENTION DEVICES SHALL BE ACCOMPLISHED USING LOW-COMPACTION EARTH-MOVINGEQUIPMENT TO PREVENT COMPACTION OF UNDERLYING SOILS.3.ALL SUB MATERIALS BELOW THE SPECIFIED BIORETENTION DEPTH (ELEVATION) SHALL BE UNDISTURBED,UNLESS OTHERWISE NOTED.CONSTRUCTION SEQUENCINGRIBBON CURB OR CURB CUT, SEESITE AND GRADING PLANSGRASS PRE-TREATMENT STRIP ORPRE-TREATMENT STRUCTURE, SEEUTILITY AND LANDSCAPE PLANSUNDISTURBED, UNCOMPACTED INSITU SOILNET LESS EROSION BLANKET IN BOTTOM OFBASIN. SLIT BLANKET TO ALLOW PLANTMATERIAL SURFACE IF PLUG PLANTING IS TOBE USED, SEE GRADING AND LANDSCAPEPLANSMIN.PLANTING MEDIUM DEPTH 24"WITH A WELL BLENDED MIXTURE (BY VOLUME):80% HOMOGENOUS CONSTRUCTION SAND20% ORGANIC COMPOSTSEE GRADING PLAN FOR DEPTHPLANT MATERIAL, SEE LANDSCAPE PLANSIDE SLOPE TREATMENTS, SEE GRADING OR LANDSCAPE PLANSMUST OVER EXCAVATE DOWNTO ENCOUNTER CLEAN SANDS(APPROX. ELEV.=823.00)8Page 1070 of 1184 7200 & 7250 FRANCE 7200 & 7250 FRANCE AVE S, EDINA, MN 55435 6550 YORK AVE S SUITE 207, EDINA, MN 55435 ORION INVESTMENTS PROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:214198/12/2022 PUD SUBMISSION1/10/23 FINAL PUD SUBMITTAL. .. .. .. .06/30/2022 CITY SUBMITTALDRAWN BY:REVIEWED BY:AMDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202248776David J. KnaebleLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.1/10/23Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060REVISION SUMMARYDATEDESCRIPTIONC5.2CIVIL DETAILS. .. .. .. .. .. .Page 1071 of 1184 Conc. WalkEdge ofWoodsEdge ofWoodsEdge ofWoodsWoodWallW 72nd St(A Public R/W)Lyma France A(A Public R/W24" RCP24" RCP6" CIP 18" RCP520.01N89°51'35"W325.01S00°11'54"E520.01S89°51'35"E325.01N00°11'54"W PARCEL #4 CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITS4 Story Glass and Concrete Building7250 France Ave S, Edina, MN 55435Concrete Foundation Area: 13,947 Sq. Ft.93.15148.095.751.66 86.94150.67Gallagher DriveFrance Ave(A Public R/W)(A Public R/W)2 Story Parking Ramp BelowAccess to 2 Story Parking Ramp Below S89°48'06"W 125.00121.79Δ=14°46'22"R=472.36S00°11'54"E 237.22S75°01'42"W 56.41N00°11'54"W 268.50 S89°57'11"E 300.00CONTRACTOR TO PROVIDEINLET PROTECTION AT ALLDOWNSTREAM CATCHBASINS.INLET PROTECTION ATCATCH BASINS BEINGREMOVEDINLET PROTECTION ATCATCH BASINS, TYPCONSTRUCTIONENTRANCECONSTRUCTIONENTRANCEPERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.PERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.PERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.7200 & 7250 FRANCE 7200 & 7250 FRANCE AVE S, EDINA, MN 55435 6550 YORK AVE S SUITE 207, EDINA, MN 55435 ORION INVESTMENTS PROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:214198/12/2022 PUD SUBMISSION1/10/23 FINAL PUD SUBMITTAL. .. .. .. .06/30/2022 CITY SUBMITTALDRAWN BY:REVIEWED BY:AMDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202248776David J. KnaebleLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.1/10/23Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060REVISION SUMMARYDATEDESCRIPTIONSW1.0SWPPP - EXISTINGCONDITIONS. .. .. .. .. .. .01" = 30'-0"30'-0"15'-0"N1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES.CITY OF EDINA EROSION CONTROL NOTES:SWPPP NOTES:Know what'sbelow.before you dig.CallRLEGEND:EX. 1' CONTOUR ELEVATION INTERVALINLET PROTECTIONSTABILIZED CONSTRUCTION ENTRANCEDRAINAGE ARROW1.0' CONTOUR ELEVATION INTERVALSILT FENCE / BIOROLL - GRADING LIMITEROSION CONTROL BLANKETALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, ANDMEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUMREQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURINGTHE COURSE OF CONSTRUCTION.1.ALL EXISTING UTILITY LOCATIONS SHOWN AREAPPROXIMATE. CONTACT "GOPHER STATE ONE CALL"(651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS,48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTORSHALL REPAIR OR REPLACE ANY UTILITIES THAT AREDAMAGED DURING CONSTRUCTION AT NO COST TO THEOWNER.2.THIS PROJECT IS MORE THAN ONE ACRE AND WILLREQUIRE AN MPCA NPDES PERMIT. CONTRACTOR ISRESPONSIBLE FOR OBTAINING ANY EROSION CONTROLPERMITS REQUIRED BY THE CITY.3.SEE SHEETS SW1.0 - SW1.6 FOR ALL EROSION CONTROLNOTES, DESCRIPTIONS, AND PRACTICES.4.SEE GRADING PLAN FOR ADDITIONAL GRADING ANDEROSION CONTROL NOTES.5.CONTRACTOR IS RESPONSIBLE FOR SWPPPIMPLEMENTATION, INSPECTIONS, AND COMPLIANCE WITHNPDES PERMIT.Page 1072 of 1184 Conc. WalkW 72nd St(A Public R/W)Lyma France A(A Public R/W24" RCP24" RCP6" CIP 18" RCP520.01N89°51'35"W325.01S00°11'54"E520.01S89°51'35"E325.01N00°11'54"W PARCEL #4 CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSNOPARKINGGallagher DriveFrance Ave(A Public R/W)(A Public R/W)S89°48'06"W 125.00121.79Δ=14°46'22"R=472.36S00°11'54"E 237.22S75°01'42"W 56.41N00°11'54"W 268.50 S89°57'11"E 300.00CONTRACTOR TO PROVIDEINLET PROTECTION AT ALLDOWNSTREAM CATCHBASINS.INLET PROTECTION ATCATCH BASINS, TYPCONSTRUCTIONENTRANCECONSTRUCTIONENTRANCEPERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.PERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.PERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.PROVIDE SILT FENCEAROUND BASIN ONCECONSTRUCTEDPLACE EROSIONCONTROL BLANKETON ALL SLOPES 4:1 ORSTEEPER, TYP.(MNDOT CATEGORY 3)PLACE EROSIONCONTROL BLANKETON ALL SLOPES 4:1 ORSTEEPER, TYP.(MNDOT CATEGORY 3)INLET PROTECTION ATCATCH BASINS, TYP7200 & 7250 FRANCE 7200 & 7250 FRANCE AVE S, EDINA, MN 55435 6550 YORK AVE S SUITE 207, EDINA, MN 55435 ORION INVESTMENTS PROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:214198/12/2022 PUD SUBMISSION1/10/23 FINAL PUD SUBMITTAL. .. .. .. .06/30/2022 CITY SUBMITTALDRAWN BY:REVIEWED BY:AMDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202248776David J. KnaebleLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.1/10/23Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060REVISION SUMMARYDATEDESCRIPTIONSW1.1PH. 1 SWPPP -PROPOSEDCONDITIONS. .. .. .. .. .. .01" = 30'-0"30'-0"15'-0"NKnow what'sbelow.before you dig.CallRLEGEND:EX. 1' CONTOUR ELEVATION INTERVALINLET PROTECTIONSTABILIZED CONSTRUCTION ENTRANCEDRAINAGE ARROW1.0' CONTOUR ELEVATION INTERVALSILT FENCE / BIOROLL - GRADING LIMITEROSION CONTROL BLANKET1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES.CITY OF EDINA EROSION CONTROL NOTES:SWPPP NOTES:ALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, ANDMEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUMREQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURINGTHE COURSE OF CONSTRUCTION.1.ALL EXISTING UTILITY LOCATIONS SHOWN AREAPPROXIMATE. CONTACT "GOPHER STATE ONE CALL"(651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS,48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTORSHALL REPAIR OR REPLACE ANY UTILITIES THAT AREDAMAGED DURING CONSTRUCTION AT NO COST TO THEOWNER.2.THIS PROJECT IS MORE THAN ONE ACRE AND WILLREQUIRE AN MPCA NPDES PERMIT. CONTRACTOR ISRESPONSIBLE FOR OBTAINING ANY EROSION CONTROLPERMITS REQUIRED BY THE CITY.3.SEE SHEETS SW1.0 - SW1.6 FOR ALL EROSION CONTROLNOTES, DESCRIPTIONS, AND PRACTICES.4.SEE GRADING PLAN FOR ADDITIONAL GRADING ANDEROSION CONTROL NOTES.5.CONTRACTOR IS RESPONSIBLE FOR SWPPPIMPLEMENTATION, INSPECTIONS, AND COMPLIANCE WITHNPDES PERMIT.Page 1073 of 1184 Conc. WalkW 72nd St(A Public R/W)Lyma France A(A Public R/W24" RCP24" RCP6" CIP 18" RCP520.01N89°51'35"W325.01S00°11'54"E520.01S89°51'35"E325.01N00°11'54"W PARCEL #4 CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSDROP OFF AREADROP OFF AREANOPARKINGGallagher DriveFrance Ave(A Public R/W)(A Public R/W)S89°48'06"W 125.00121.79Δ=14°46'22"R=472.36S00°11'54"E 237.22S75°01'42"W 56.41N00°11'54"W 268.50 S89°57'11"E 300.00INLET PROTECTION ATCATCH BASINS, TYPPERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.CONSTRUCTIONENTRANCE7200 & 7250 FRANCE 7200 & 7250 FRANCE AVE S, EDINA, MN 55435 6550 YORK AVE S SUITE 207, EDINA, MN 55435 ORION INVESTMENTS PROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:214198/12/2022 PUD SUBMISSION1/10/23 FINAL PUD SUBMITTAL. .. .. .. .06/30/2022 CITY SUBMITTALDRAWN BY:REVIEWED BY:AMDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202248776David J. KnaebleLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.1/10/23Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060REVISION SUMMARYDATEDESCRIPTIONSW1.2PH. 2 SWPPP -PROPOSEDCONDITIONS. .. .. .. .. .. .01" = 30'-0"30'-0"15'-0"NKnow what'sbelow.before you dig.CallREX. 1' CONTOUR ELEVATION INTERVALINLET PROTECTIONSTABILIZED CONSTRUCTION ENTRANCEDRAINAGE ARROW1.0' CONTOUR ELEVATION INTERVALSILT FENCE / BIOROLL - GRADING LIMITEROSION CONTROL BLANKET1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES.CITY OF EDINA EROSION CONTROL NOTES:SWPPP NOTES:ALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, ANDMEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUMREQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURINGTHE COURSE OF CONSTRUCTION.LEGEND:PHASE II CONSTRUCTION LIMITS1.ALL EXISTING UTILITY LOCATIONS SHOWN AREAPPROXIMATE. CONTACT "GOPHER STATE ONE CALL"(651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS,48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTORSHALL REPAIR OR REPLACE ANY UTILITIES THAT AREDAMAGED DURING CONSTRUCTION AT NO COST TO THEOWNER.2.THIS PROJECT IS MORE THAN ONE ACRE AND WILLREQUIRE AN MPCA NPDES PERMIT. CONTRACTOR ISRESPONSIBLE FOR OBTAINING ANY EROSION CONTROLPERMITS REQUIRED BY THE CITY.3.SEE SHEETS SW1.0 - SW1.6 FOR ALL EROSION CONTROLNOTES, DESCRIPTIONS, AND PRACTICES.4.SEE GRADING PLAN FOR ADDITIONAL GRADING ANDEROSION CONTROL NOTES.5.CONTRACTOR IS RESPONSIBLE FOR SWPPPIMPLEMENTATION, INSPECTIONS, AND COMPLIANCE WITHNPDES PERMIT.Page 1074 of 1184 7200 & 7250 FRANCE 7200 & 7250 FRANCE AVE S, EDINA, MN 55435 6550 YORK AVE S SUITE 207, EDINA, MN 55435 ORION INVESTMENTS PROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:214198/12/2022 PUD SUBMISSION1/10/23 FINAL PUD SUBMITTAL. .. .. .. .06/30/2022 CITY SUBMITTALDRAWN BY:REVIEWED BY:AMDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202248776David J. KnaebleLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.1/10/23Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060REVISION SUMMARYDATEDESCRIPTIONSW1.3SWPPP - DETAILS. .. .. .. .. .. .OVERFLOW AT TOP OFFILTER ASSEMBLYOVERFLOW IS 12 OF THE CURBBOX HEIGHTHIGH-FLOW FABRICFILTER ASSEMBLY DIAMETER, 6"ON-GRADE 10" AT LOW POINTEXISTING CURB, PLATE, BOX,AND GRATENOTES:1. REPLACE INLET GRATE UPON COMPLETE INSTALLATION OF INLET PROTECTION FABRIC.2. CONTRACTOR SHALL REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM THE SURFACE OF THE SYSTEMAFTER EACH STORM EVENT AND AT THE COMPLETION OF THE CONTRACT.3. REFERENCE APPLE VALLEY STANDARD PLATE ERO-4C.CURB INLET FILTERN T S1PROFILE6" MIN CRUSHED STONE75' MINIMUMPLANFINISHEDGRADETO CONSTRUCTION AREA35' REXISTINGUNDISTURBEDROADWAYN T S30' FROM EDGE OF ROADTO FRONT OF SPEED BUMPGEOTEXTILE FILTERFABRIC4" HIGH, 18" WIDESPEED BUMPSTABILIZED CONSTRUCTION ACCESS24' (MIN)NOTES:1.PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND UNDISTURBEDROADWAY.2.THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENTONTO UNDISTURBED ROADWAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR ADDINGSTONE TO THE LENGTH OF THE ENTRANCE.3.REPAIR AND CLEANOUT MEASURES USED TO TRAP SEDIMENT.4.ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO UNDISTURBED ROADWAY SHALL BE REMOVED ASDIRECTED BY THE ENGINEER.5.FINAL LOCATION AND INSTALLATION SHALL BE COORDINATED WITH THE CITY PRIOR TO CONSTRUCTION ACTIVITIES.6.CRUSHED STONE SHALL BE 1-1/2" DIA. CLOSE GRADED, AND IN ACCORDANCE TO MNDOT SECTION 2118.EXISTING UNDISTURBED ROADWAY35' RTO CONSTRUCTIONAREA2TAMP THE TRENCH FULL OF SOIL.SECURE WITH ROW OF STAPLES,10" SPACING, 4" DOWN FROMTRENCHOVERLAP: BURY UPPER ENDOF LOWER STRIP AS IN 'A'AND 'B'. OVERLAP END OFTOP STRIP 4" AND STAPLE.EROSION STOP: FOLD OF MATTINGBURIED IN SILT TRENCH ANDTAMPED. DOUBLEROW OFSTAPLES.PLACE STAPLES 2 FEET APARTTO KEEP MATTING FIRMLYPRESSED TO SOIL.'D''C''B'BURY THE TOP END OF THEMATTING IN A TRENCH 4" ORMORE IN DEPTHTYPICAL STAPLE #8GAUGE WIRE1 1/2"10"OVERFALL'E''A'NOTE:1. PLACE STAPLES 2 FEET APART TOKEEP MATTING FIRMLY PRESSED TOSOIL.EROSION BLANKETN T S3FILTER FABRIC AS SPECIFIEDEXISTING GROUNDSURFACEDIRECTION OF FLOWWOODEN STAKES 1/2"X2"X16" MIN. PLACED 10' O.C.WHEN INSTALLED ON GROUND. IF INSTALLED ONPVMT. PROVIDE SANDBAGS BEHIND AND ON TOP ATMIN. 10' O.C.8" MIN.SEDIMENT BIO-ROLL / COMPOST FILTER LOGN T SFILLER AS SPECIFIEDNOTE:1. COMPOST FILTER LOGS (BIO ROLLS) SHALL BE FILTREXX EROSION CONTROL SOXX OR APPROVED EQUAL.2. COMPOST FILLER TO BE MADE FROM A COMPOST BLEND 30%-40% GRADE 2 (SPEC 3890) AND 60%-70%PARTIALLY DECOMPOSED WOOD CHIPS, PER MNDOT SPEC 3897.3. FILTER FABRIC SHALL BE GEOTEXTILE KNITTED MATERIAL WITH MAX. OPENINGS OF 3/8".4. IF MULTIPLE ROLLS NEEDED, OVERLAP BY MIN. 12" AT ENDS AND STAKE.5. SILT SHALL BE REMOVED ONCE IT REACHES 80% OF THE HEIGHT OF THE ROLL OR AS DEEMED NECESSARYBY SITE CONTRACTOR TO MAINTAIN PROPER FUNCTION.FILL UPSTREAM BASE EDGE WITH2" OF DIRT OR COMPOST TOEMBED ROLL.4FILTER FABRIC WITH WIRE SUPPORT NETAS SPECIFIED.METAL POST ASSPECIFIED.FILTER FABRIC AS SPECIFIED SECURETO WIRE SUPPORT NET WITH METALCLIPS 12"O.C.SUPPORT NET: 12 GAUGE 4" x 4"WIRE HOOKED ONTOPREFORMED CHANNELS ONPOSTS AS SPECIFIED.EXISTING GROUNDSURFACECARRY WIRE SUPPORT NETDOWN INTO TRENCHDIRECTION OF FLOWANCHOR FABRIC WITHSOIL, TAMP BACKFILLMETAL POSTS 8'-0" O.C.MAX.24" 24" 24"MIN. 6"6"SEDIMENT FENCEN T S5Page 1075 of 1184 7200 & 7250 FRANCE 7200 & 7250 FRANCE AVE S, EDINA, MN 55435 6550 YORK AVE S SUITE 207, EDINA, MN 55435 ORION INVESTMENTS PROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:214198/12/2022 PUD SUBMISSION1/10/23 FINAL PUD SUBMITTAL. .. .. .. .06/30/2022 CITY SUBMITTALDRAWN BY:REVIEWED BY:AMDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202248776David J. KnaebleLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.1/10/23Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060REVISION SUMMARYDATEDESCRIPTIONSW1.4SWPPP - NARRATIVE. .. .. .. .. .. .OWNER INFORMATIONTRAINING SECTION 21PARTY RESPONSIBLE FOR LONG TERM OPERATION AND MAINTENANCE OF PERMANENTSTORM WATER MANAGEMENT SYSTEMPERMANENT STORMWATER MANAGEMENT IS NOT REQUIRED AS PART OF THIS PROJECT TO MEET NPDES PERMIT REQUIREMENTS. THEPROPERTY OWNER IS RESPONSIBLE FOR THE LONG TERM OPERATION AND MAINTENANCE OF THE PROPOSED STORMWATER SYSTEM.AREAS AND QUANTITIES:SWPPP CONTACT PERSONCONTRACTOR:SWPPP INSPECTOR TRAINING:ALL SWPPP INSPECTIONS MUST BE PERFORMED BY APERSON THAT MEETS THE TRAINING REQUIREMENTS OF THENPDES CONSTRUCTION SITE PERMIT.TRAINING CREDENTIALS SHALL BE PROVIDED BY THECONTRACTOR AND KEPT ON SITE WITH THE SWPPPNOTE: QUANTITIES ARE FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR SHALL DETERMINE FOR THEMSELVES THE EXACTQUANTITIES FOR BIDDING AND CONSTRUCTION.PROJECT NARRATIVE:PROJECT IS A REDEVELOPMENT OF TWO EXISTING COMMERCIAL OFFICE BUILDINGS INTO NEW COMMERCIAL BUILDINGS, SITE AND LANDSCAPEIMPROVEMENTS WILL OCCUR.NATIVE BUFFER NARRATIVE:PRESERVING A 50' NATURAL BUFFER AROUND WATER BODIES IS NOT REQUIRED AS PART OF THIS PROJECT BECAUSE WATER BODIES ARE NOTLOCATED ON SITE.INFILTRATION NARRATIVE:INFILTRATION IS NOT REQUIRED AS PART OF THE PROJECT BECAUSE PERMANENT STORM WATER MANAGEMENT IS NOT REQUIRED.SOIL CONTAMINATION NARRATIVE:SOILS ONSITE HAVE NOT BEEN IDENTIFIED AS CONTAMINATED.SPECIAL TMDL BMP REQUIREMENTS SITE SPECIFIC (IF REQUIRED):THIS PROJECT IS WITHIN ONE MILE AND DISCHARGES TO LAKE EDINA AND NINEMILE CREEK. LAKE EDINA AND NINEMILE CREEK ARE IDENTIFIED ASAN IMPAIRED WATER BODY PER THE MPCA'S 303(D) IMPAIRED WATERS LIST. LAKE EDINA IS IMPAIRED FOR NUTRIENTS AND NINEMILE CREEK ISIMPAIRED FOR BENTHIC MACROINVERTEBRATES, BIOASSESSMENTS AND FISH BIOASSESSMENTS. BECAUSE THESE WATER BODIES ARE LOCATEDWITHIN ONE MILE OF THE SITE, BMPS AS DEFINED IN THE NPDES PERMIT ITEMS 23.9 AND 23.10 APPLY. THESE ARE AS FOLLOWS:1.DURING CONSTRUCTION:A.STABILIZATION OF ALL EXPOSED SOIL AREAS MUST BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION BUT IN NO CASE COMPLETEDLATER THAN SEVEN (7) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLYCEASED.B.TEMPORARY SEDIMENT BASIN REQUIREMENTS DESCRIBED IN SECTION 14. MUST BE USED FOR COMMON DRAINAGE LOCATIONS THATSERVE AN AREA WITH FIVE (5) OR MORE ACRES DISTURBED AT ONE TIME.PERMANENT STABILIZATION NOTES SITE SPECIFIC:PERMANENT SEED MIX·FOR THIS PROJECT ALL AREAS THAT ARE NOT TO BE SODDED OR LANDSCAPED SHALL RECEIVE A NATIVE PERMANENT SEED MIX.··AREAS IN BUFFERS AND ADJACENT TO OR IN WET AREAS MNDOT SEED MIX 33-261 (STORMWATER SOUTH AND WEST) AT 35 LBS PERACRE.··DRY AREAS MNDOT SEED MIX 35-221 (DRY PRAIRIE GENERAL) AT 40 LBS PER ACRE.·MAINTENANCE SHALL BE IN ACCORDANCE TO THE MNDOT SEEDING MANUAL.SUPPLEMENTARY SITE SPECIFIC EROSION CONTROL NOTES:THESE NOTES SUPERCEDE ANY GENERAL SWPPP NOTES.THIS PROJECT IS GREATER THAN 1.0 ACRES SO AN NPDES PERMIT IS REQUIRED AND NEEDS TO BE SUBMITTED TO THE MPCA. THECONTRACTOR IS REQUIRED TO FOLLOW THE GUIDELINES IN THE NPDES PERMIT THROUGHOUT CONSTRUCTION.SWPPP ATTACHMENTS (ONLY APPLICABLE IF SITE IS 1 ACRE OR GREATER):CONTRACTOR SHALL OBTAIN A COPY OF THE FOLLOWING SWPPP ATTACHMENTS WHICH ARE A PART OF THE OVERALL SWPPP PACKAGE:ATTACHMENT A. CONSTRUCTION SWPPP TEMPLATE - SITE SPECIFIC SWPPP DOCUMENTATTACHMENT B. CONSTRUCTION STORMWATER INSPECTION CHECKLISTATTACHMENT C. MAINTENANCE PLAN FOR PERMANENT STORM WATER TREATMENT SYSTEMSATTACHMENT D: STORMWATER MANAGEMENT REPORT - ON FILE AT THE OFFICE OF PROJECT ENGINEER. AVAILABLE UPON REQUEST.ATTACHMENT E: GEOTECHNICAL EVALUATION REPORT - ON FILE AT THE OFFICE OF PROJECT ENGINEER. AVAILABLE UPON REQUEST.THE CONTRACTOR AND ALL SUBCONTRACTORS INVOLVED WITH A CONSTRUCTION ACTIVITY THAT DISTURBS SITE SOIL OR WHO IMPLEMENT A POLLUTANT CONTROL MEASURE IDENTIFIED IN THE STORM WATER POLLUTIONPREVENTION PLAN (SWPPP) MUST COMPLY WITH THE REQUIREMENTS OF THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT (DATED AUGUST 1, 2018 # MNR100001) AND ANY LOCALGOVERNING AGENCY HAVING JURISDICTION CONCERNING EROSION AND SEDIMENTATION CONTROL.STORMWATER DISCHARGE DESIGN REQUIREMENTSSWPPPTHE NATURE OF THIS PROJECT WILL BE CONSISTENT WITH WHAT IS REPRESENTED IN THIS SET OF CONSTRUCTION PLANS AND SPECIFICATIONS. SEE THE SWPPP PLAN SHEETS AND SWPPP NARRATIVE (ATTACHMENT A:CONSTRUCTION SWPPP TEMPLATE) FOR ADDITIONAL SITE SPECIFIC SWPPP INFORMATION. THE PLANS SHOW LOCATIONS AND TYPES OF ALL TEMPORARY AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROLBMP'S. STANDARD DETAILS ARE ATTACHED TO THIS SWPPP DOCUMENT.THE INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES IS AS FOLLOWS:1. INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE2. INSTALLATION OF SILT FENCE AROUND SITE3. INSTALL ORANGE CONSTRUCTION FENCING AROUND INFILTRATION AREAS4. INSTALL INLET PROTECTION AT ALL ADJACENT AND DOWNSTREAM CATCH BASINS5. CLEAR AND GRUB FOR TEMPORARY SEDIMENT BASIN / POND INSTALL6. CONSTRUCT TEMPORARY SEDIMENT BASIN / POND (SECTION 14)7. CLEAR AND GRUB REMAINDER OF SITE8. STRIP AND STOCKPILE TOPSOIL9. ROUGH GRADING OF SITE10. STABILIZE DENUDED AREAS AND STOCKPILES11. INSTALL SANITARY SEWER, WATER MAIN STORM SEWER AND SERVICES12. INSTALL SILT FENCE / INLET PROTECTION AROUND CB'S13. INSTALL STREET SECTION14. INSTALL CURB AND GUTTER15. BITUMINOUS ON STREETS16. FINAL GRADE BOULEVARD, INSTALL SEED AND MULCH17. REMOVE ACCUMULATED SEDIMENT FROM BASIN / POND18. FINAL GRADE POND / INFILTRATION BASINS (DO NOT COMPACT SOILS IN INFILTRATION AREAS.)19. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED BY EITHER SEED OR SOD/LANDSCAPING, REMOVE SILT FENCE AND RESEED ANY AREAS DISTURBED BY THE REMOVAL.RECORDS RETENTION:THE SWPPP (ORIGINAL OR COPIES) INCLUDING, ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCE RECORDS MUST BE KEPT AT THE SITE DURING CONSTRUCTION BY THE PERMITTEE WHO HAS OPERATIONALCONTROL OF THAT PORTION OF THE SITE. THE SWPPP CAN BE KEPT IN EITHER THE FIELD OFFICE OR IN AN ON SITE VEHICLE DURING NORMAL WORKING HOURS.ALL OWNER(S) MUST KEEP THE SWPPP, ALONG WITH THE FOLLOWING ADDITIONAL RECORDS, ON FILE FOR THREE (3) YEARS AFTER SUBMITTAL OF THE NOT AS OUTLINED IN SECTION 4. THIS DOES NOT INCLUDE ANYRECORDS AFTER SUBMITTAL OF THE NOT.1.THE FINAL SWPPP;2.ANY OTHER STORMWATER RELATED PERMITS REQUIRED FOR THE PROJECT;3.RECORDS OF ALL INSPECTION AND MAINTENANCE CONDUCTED DURING CONSTRUCTION (SEE SECTION 11, INSPECTIONS AND MAINTENANCE);4.ALL PERMANENT OPERATION AND MAINTENANCE AGREEMENTS THAT HAVE BEEN IMPLEMENTED, INCLUDING ALL RIGHT OF WAY, CONTRACTS, COVENANTS AND OTHER BINDING REQUIREMENTS REGARDING PERPETUALMAINTENANCE; AND5.ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT STORMWATER MANAGEMENT SYSTEMS.SWPPP IMPLEMENTATION RESPONSIBILITIES:1.THE OWNER AND CONTRACTOR ARE PERMITTEE(S) AS IDENTIFIED BY THE NPDES PERMIT.2.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ON-SITE IMPLEMENTATION OF THE SWPPP, INCLUDING THE ACTIVITIES OF ALL OF THE CONTRACTOR'S SUBCONTRACTORS.3.CONTRACTOR SHALL PROVIDE A PERSON(S) KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OF EROSION PREVENTION AND SEDIMENT CONTROL BMPS TO OVERSEE ALL INSTALLATION AND MAINTENANCE OFBMPS AND IMPLEMENTATION OF THE SWPPP.4.CONTRACTOR SHALL PROVIDE PERSON(S) MEETING THE TRAINING REQUIREMENTS OF THE NPDES PERMIT TO CONDUCT INSPECTION AND MAINTENANCE OF ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS INACCORDANCE WITH THE REQUIREMENTS OF THE PERMIT. ONE OF THESE INDIVIDUAL(S) MUST BE AVAILABLE FOR AN ONSITE INSPECTION WITHIN 72 HOURS UPON REQUEST BY MPCA. CONTRACTOR SHALL PROVIDETRAINING DOCUMENTATION FOR THESE INDIVIDUAL(S) AS REQUIRED BY THE NPDES PERMIT. THIS TRAINING DOCUMENTATION SHALL BE RECORDED IN OR WITH THE SWPPP BEFORE THE START OF CONSTRUCTION ORAS SOON AS THE PERSONNEL FOR THE PROJECT HAVE BEEN DETERMINED. DOCUMENTATION SHALL INCLUDE:4.1.NAMES OF THE PERSONNEL ASSOCIATED WITH THE PROJECT THAT ARE REQUIRED TO BE TRAINED PER SECTION 21 OF THE PERMIT.4.2.DATES OF TRAINING AND NAME OF INSTRUCTOR AND ENTITY PROVIDING TRAINING.4.3.CONTENT OF TRAINING COURSE OR WORKSHOP INCLUDING THE NUMBER OF HOURS OF TRAINING.5.FOLLOWING FINAL STABILIZATION AND THE TERMINATION OF COVERAGE FOR THE NPDES PERMIT, THE OWNER IS EXPECTED TO FURNISH LONG TERM OPERATION AND MAINTENANCE (O & M) OF THE PERMANENT STORMWATER MANAGEMENT SYSTEM.CONSTRUCTION ACTIVITY REQUIREMENTSSWPPP AMENDMENTS (SECTION 6):1.ONE OF THE INDIVIDUALS DESCRIBED IN ITEM 21.2.A OR ITEM 21.2.B OR ANOTHER QUALIFIED INDIVIDUAL MUST COMPLETE ALL SWPPP CHANGES. CHANGES INVOLVING THE USE OF A LESS STRINGENT BMP MUSTINCLUDE A JUSTIFICATION DESCRIBING HOW THE REPLACEMENT BMP IS EFFECTIVE FOR THE SITE CHARACTERISTICS.2.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER THERE IS A CHANGE IN DESIGN,CONSTRUCTION, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS HAVING A SIGNIFICANT EFFECT ON THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER.3.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER INSPECTIONS OR INVESTIGATIONS BYTHE SITE OWNER OR OPERATOR, USEPA OR MPCA OFFICIALS INDICATE THE SWPPP IS NOT EFFECTIVE IN ELIMINATING OR SIGNIFICANTLY MINIMIZING THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS ORGROUNDWATER OR THE DISCHARGES ARE CAUSING WATER QUALITY STANDARD EXCEEDANCES (E.G., NUISANCE CONDITIONS AS DEFINED IN MINN. R. 7050.0210, SUBP. 2) OR THE SWPPP IS NOT CONSISTENT WITH THEOBJECTIVES OF A USEPA APPROVED TMDL.BMP SELECTION AND INSTALLATION (SECTION 7):1.PERMITTEES MUST SELECT, INSTALL, AND MAINTAIN THE BMPS IDENTIFIED IN THE SWPPP AND IN THIS PERMIT IN AN APPROPRIATE AND FUNCTIONAL MANNER AND IN ACCORDANCE WITH RELEVANT MANUFACTURERSPECIFICATIONS AND ACCEPTED ENGINEERING PRACTICES.EROSION PREVENTION (SECTION 8):1.BEFORE WORK BEGINS, PERMITTEES MUST DELINEATE THE LOCATION OF AREAS NOT TO BE DISTURBED.2.PERMITTEES MUST MINIMIZE THE NEED FOR DISTURBANCE OF PORTIONS OF THE PROJECT WITH STEEP SLOPES. WHEN STEEP SLOPES MUST BE DISTURBED, PERMITTEES MUST USE TECHNIQUES SUCH AS PHASINGAND STABILIZATION PRACTICES DESIGNED FOR STEEP SLOPES (E.G., SLOPE DRAINING AND TERRACING).3.PERMITTEES MUST STABILIZE ALL EXPOSED SOIL AREAS, INCLUDING STOCKPILES. STABILIZATION MUST BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION WHEN CONSTRUCTION ACTIVITY HAS PERMANENTLY ORTEMPORARILY CEASED ON ANY PORTION OF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 14 CALENDAR DAYS. STABILIZATION MUST BE COMPLETED NO LATER THAN 14 CALENDAR DAYS AFTER THECONSTRUCTION ACTIVITY HAS CEASED. STABILIZATION IS NOT REQUIRED ON CONSTRUCTED BASE COMPONENTS OF ROADS, PARKING LOTS AND SIMILAR SURFACES. STABILIZATION IS NOT REQUIRED ON TEMPORARYSTOCKPILES WITHOUT SIGNIFICANT SILT, CLAY OR ORGANIC COMPONENTS (E.G., CLEAN AGGREGATE STOCKPILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES) BUT PERMITTEES MUST PROVIDE SEDIMENTCONTROLS AT THE BASE OF THE STOCKPILE.4.FOR PUBLIC WATERS THAT THE MINNESOTA DNR HAS PROMULGATED "WORK IN WATER RESTRICTIONS" DURING SPECIFIED FISH SPAWNING TIME FRAMES, PERMITTEES MUST COMPLETE STABILIZATION OF ALL EXPOSEDSOIL AREAS WITHIN 200 FEET OF THE WATER'S EDGE, AND THAT DRAIN TO THESE WATERS, WITHIN 24 HOURS DURING THE RESTRICTION PERIOD.5.PERMITTEES MUST STABILIZE THE NORMAL WETTED PERIMETER OF THE LAST 200 LINEAR FEET OF TEMPORARY OR PERMANENT DRAINAGE DITCHES OR SWALES THAT DRAIN WATER FROM THE SITE WITHIN 24 HOURSAFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE. PERMITTEES MUST COMPLETE STABILIZATION OF REMAINING PORTIONS OF TEMPORARY OR PERMANENT DITCHES OR SWALES WITHIN 14 CALENDARDAYS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE AND CONSTRUCTION IN THAT PORTION OF THE DITCH TEMPORARILY OR PERMANENTLY CEASES.6.TEMPORARY OR PERMANENT DITCHES OR SWALES BEING USED AS A SEDIMENT CONTAINMENT SYSTEM DURING CONSTRUCTION (WITH PROPERLY DESIGNED ROCK-DITCH CHECKS, BIO ROLLS, SILT DIKES, ETC.) DO NOTNEED TO BE STABILIZED. PERMITTEES MUST STABILIZE THESE AREAS WITHIN 24 HOURS AFTER THEIR USE AS A SEDIMENT CONTAINMENT SYSTEM CEASES7.PERMITTEES MUST NOT USE MULCH, HYDROMULCH, TACKIFIER, POLYACRYLAMIDE OR SIMILAR EROSION PREVENTION PRACTICES WITHIN ANY PORTION OF THE NORMAL WETTED PERIMETER OF A TEMPORARY ORPERMANENT DRAINAGE DITCH OR SWALE SECTION WITH A CONTINUOUS SLOPE OF GREATER THAN 2 PERCENT.8.PERMITTEES MUST PROVIDE TEMPORARY OR PERMANENT ENERGY DISSIPATION AT ALL PIPE OUTLETS WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER OR PERMANENT STORMWATER TREATMENTSYSTEM.9.PERMITTEES MUST NOT DISTURB MORE LAND (I.E., PHASING) THAN CAN BE EFFECTIVELY INSPECTED AND MAINTAINED IN ACCORDANCE WITH SECTION 11.SEDIMENT CONTROL (SECTION 9):1.PERMITTEES MUST ESTABLISH SEDIMENT CONTROL BMPS ON ALL DOWNGRADIENT PERIMETERS OF THE SITE AND DOWNGRADIENT AREAS OF THE SITE THAT DRAIN TO ANY SURFACE WATER, INCLUDING CURB ANDGUTTER SYSTEMS. PERMITTEES MUST LOCATE SEDIMENT CONTROL PRACTICES UPGRADIENT OF ANY BUFFER ZONES. PERMITTEES MUST INSTALL SEDIMENT CONTROL PRACTICES BEFORE ANY UPGRADIENTLAND-DISTURBING ACTIVITIES BEGIN AND MUST KEEP THE SEDIMENT CONTROL PRACTICES IN PLACE UNTIL THEY ESTABLISH PERMANENT COVER.2.IF DOWNGRADIENT SEDIMENT CONTROLS ARE OVERLOADED, BASED ON FREQUENT FAILURE OR EXCESSIVE MAINTENANCE REQUIREMENTS, PERMITTEES MUST INSTALL ADDITIONAL UPGRADIENT SEDIMENT CONTROLPRACTICES OR REDUNDANT BMPS TO ELIMINATE THE OVERLOADING AND AMEND THE SWPPP TO IDENTIFY THESE ADDITIONAL PRACTICES AS REQUIRED IN ITEM 6.3.3.TEMPORARY OR PERMANENT DRAINAGE DITCHES AND SEDIMENT BASINS DESIGNED AS PART OF A SEDIMENT CONTAINMENT SYSTEM (E.G., DITCHES WITH ROCK-CHECK DAMS) REQUIRE SEDIMENT CONTROL PRACTICESONLY AS APPROPRIATE FOR SITE CONDITIONS.4.A FLOATING SILT CURTAIN PLACED IN THE WATER IS NOT A SEDIMENT CONTROL BMP TO SATISFY ITEM 9.2 EXCEPT WHEN WORKING ON A SHORELINE OR BELOW THE WATERLINE. IMMEDIATELY AFTER THE SHORT TERMCONSTRUCTION ACTIVITY (E.G., INSTALLATION OF RIP RAP ALONG THE SHORELINE) IN THAT AREA IS COMPLETE, PERMITTEES MUST INSTALL AN UPLAND PERIMETER CONTROL PRACTICE IF EXPOSED SOILS STILL DRAINTO A SURFACE WATER.5.PERMITTEES MUST RE-INSTALL ALL SEDIMENT CONTROL PRACTICES ADJUSTED OR REMOVED TO ACCOMMODATE SHORT-TERM ACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES, IMMEDIATELYAFTER THE SHORT-TERM ACTIVITY IS COMPLETED. PERMITTEES MUST RE-INSTALL SEDIMENT CONTROL PRACTICES BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE SHORT-TERM ACTIVITY IS NOT COMPLETE.6.PERMITTEES MUST PROTECT ALL STORM DRAIN INLETS USING APPROPRIATE BMPS DURING CONSTRUCTION UNTIL THEY ESTABLISH PERMANENT COVER ON ALL AREAS WITH POTENTIAL FOR DISCHARGING TO THEINLET.7.PERMITTEES MAY REMOVE INLET PROTECTION FOR A PARTICULAR INLET IF A SPECIFIC SAFETY CONCERN (E.G. STREET FLOODING/FREEZING) IS IDENTIFIED BY THE PERMITTEES OR THE JURISDICTIONAL AUTHORITY(E.G., CITY/COUNTY/TOWNSHIP/MINNESOTA DEPARTMENT OF TRANSPORTATION ENGINEER). PERMITTEES MUST DOCUMENT THE NEED FOR REMOVAL IN THE SWPPP.8.PERMITTEES MUST PROVIDE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS AT THE BASE OF STOCKPILES ON THE DOWNGRADIENT PERIMETER.9.PERMITTEES MUST LOCATE STOCKPILES OUTSIDE OF NATURAL BUFFERS OR SURFACE WATERS, INCLUDING STORMWATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS UNLESS THERE IS A BYPASS IN PLACEFOR THE STORMWATER. 10. PERMITTEES MUST INSTALL A VEHICLE TRACKING BMP TO MINIMIZE THE TRACK OUT OF SEDIMENT FROM THE CONSTRUCTION SITE OR ONTO PAVED ROADS WITHIN THE SITE. 11. PERMITTEES MUST USE STREET SWEEPING IF VEHICLE TRACKING BMPS ARE NOT ADEQUATE TO PREVENT SEDIMENT TRACKING ONTO THE STREET. 12. PERMITTEES MUST INSTALL TEMPORARY SEDIMENT BASINS AS REQUIRED IN SECTION 14. 13. IN ANY AREAS OF THE SITE WHERE FINAL VEGETATIVE STABILIZATION WILL OCCUR, PERMITTEES MUST RESTRICT VEHICLE AND EQUIPMENT USE TO MINIMIZE SOIL COMPACTION. 14. PERMITTEES MUST PRESERVE TOPSOIL ON THE SITE, UNLESS INFEASIBLE. 15. PERMITTEES MUST DIRECT DISCHARGES FROM BMPS TO VEGETATED AREAS UNLESS INFEASIBLE. 16. PERMITTEES MUST PRESERVE A 50 FOOT NATURAL BUFFER OR, IF A BUFFER IS INFEASIBLE ON THE SITE, PROVIDE REDUNDANT (DOUBLE) PERIMETER SEDIMENT CONTROLS WHEN A SURFACE WATER IS LOCATEDWITHIN 50 FEET OF THE PROJECT'S EARTH DISTURBANCES AND STORMWATER FLOWS TO THE SURFACE WATER. PERMITTEES MUST INSTALL PERIMETER SEDIMENT CONTROLS AT LEAST 5 FEET APART UNLESS LIMITEDBY LACK OF AVAILABLE SPACE. NATURAL BUFFERS ARE NOT REQUIRED ADJACENT TO ROAD DITCHES, JUDICIAL DITCHES, COUNTY DITCHES, STORMWATER CONVEYANCE CHANNELS, STORM DRAIN INLETS, ANDSEDIMENT BASINS. IF PRESERVING THE BUFFER IS INFEASIBLE, PERMITTEES MUST DOCUMENT THE REASONS IN THE SWPPP. SHEET PILING IS A REDUNDANT PERIMETER CONTROL IF INSTALLED IN A MANNER THATRETAINS ALL STORMWATER. 17. PERMITTEES MUST USE POLYMERS, FLOCCULANTS, OR OTHER SEDIMENTATION TREATMENT CHEMICALS IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICES, DOSING SPECIFICATIONS AND SEDIMENT REMOVALDESIGN SPECIFICATIONS PROVIDED BY THE MANUFACTURER OR SUPPLIER. THE PERMITTEES MUST USE CONVENTIONAL EROSION AND SEDIMENT CONTROLS PRIOR TO CHEMICAL ADDITION AND MUST DIRECT TREATEDSTORMWATER TO A SEDIMENT CONTROL SYSTEM FOR FILTRATION OR SETTLEMENT OF THE FLOC PRIOR TO DISCHARGE.DEWATERING AND BASIN DRAINING (SECTION 10):1.PERMITTEES MUST DISCHARGE TURBID OR SEDIMENT-LADEN WATERS RELATED TO DEWATERING OR BASIN DRAINING (E.G., PUMPED DISCHARGES, TRENCH/DITCH CUTS FOR DRAINAGE) TO A TEMPORARY ORPERMANENT SEDIMENT BASIN ON THE PROJECT SITE UNLESS INFEASIBLE. PERMITTEES MAY DEWATER TO SURFACE WATERS IF THEY VISUALLY CHECK TO ENSURE ADEQUATE TREATMENT HAS BEEN OBTAINED ANDNUISANCE CONDITIONS (SEE MINN. R. 7050.0210, SUBP. 2) WILL NOT RESULT FROM THE DISCHARGE. IF PERMITTEES CANNOT DISCHARGE THE WATER TO A SEDIMENTATION BASIN PRIOR TO ENTERING A SURFACEWATER, PERMITTEES MUST TREAT IT WITH APPROPRIATE BMPS SUCH THAT THE DISCHARGE DOES NOT ADVERSELY AFFECT THE SURFACE WATER OR DOWNSTREAM PROPERTIES.2.IF PERMITTEES MUST DISCHARGE WATER CONTAINING OIL OR GREASE, THEY MUST USE AN OIL-WATER SEPARATOR OR SUITABLE FILTRATION DEVICE (E.G., CARTRIDGE FILTERS, ABSORBENTS PADS) PRIOR TODISCHARGE.3.PERMITTEES MUST DISCHARGE ALL WATER FROM DEWATERING OR BASIN-DRAINING ACTIVITIES IN A MANNER THAT DOES NOT CAUSE EROSION OR SCOUR IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS ORINUNDATION OF WETLANDS IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS THAT CAUSES SIGNIFICANT ADVERSE IMPACT TO THE WETLAND.4.IF PERMITTEES USE FILTERS WITH BACKWASH WATER, THEY MUST HAUL THE BACKWASH WATER AWAY FOR DISPOSAL, RETURN THE BACKWASH WATER TO THE BEGINNING OF THE TREATMENT PROCESS, ORINCORPORATE THE BACKWASH WATER INTO THE SITE IN A MANNER THAT DOES NOT CAUSE EROSION.INSPECTIONS AND MAINTENANCE (SECTION 11):1.PERMITTEES MUST ENSURE A TRAINED PERSON, AS IDENTIFIED IN ITEM 21.2.B, WILL INSPECT THE ENTIRE CONSTRUCTION SITE AT LEAST ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24HOURS AFTER A RAINFALL EVENT GREATER THAN 1/2 INCH IN 24 HOURS.2.PERMITTEES MUST INSPECT AND MAINTAIN ALL PERMANENT STORMWATER TREATMENT BMPS.3.PERMITTEES MUST INSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS AND POLLUTION PREVENTION MANAGEMENT MEASURES TO ENSURE INTEGRITY AND EFFECTIVENESS. PERMITTEES MUST REPAIR,REPLACE OR SUPPLEMENT ALL NONFUNCTIONAL BMPS WITH FUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY UNLESS ANOTHER TIME FRAME IS SPECIFIED IN ITEM 11.5 OR 11.6.PERMITTEES MAY TAKE ADDITIONAL TIME IF FIELD CONDITIONS PREVENT ACCESS TO THE AREA.4.DURING EACH INSPECTION, PERMITTEES MUST INSPECT SURFACE WATERS, INCLUDING DRAINAGE DITCHES AND CONVEYANCE SYSTEMS BUT NOT CURB AND GUTTER SYSTEMS, FOR EVIDENCE OF EROSION ANDSEDIMENT DEPOSITION. PERMITTEES MUST REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS AND RESTABILIZE THEAREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL. PERMITTEES MUST COMPLETE REMOVAL AND STABILIZATION WITHIN SEVEN (7) CALENDAR DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL,REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. PERMITTEES MUST USE ALL REASONABLE EFFORTS TO OBTAIN ACCESS. IF PRECLUDED, REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) DAYS OFOBTAINING ACCESS. PERMITTEES ARE RESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE AND FEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLE PERMITS, PRIOR TO CONDUCTING ANY WORK INSURFACE WATERS.5.PERMITTEES MUST INSPECT CONSTRUCTION SITE VEHICLE EXIT LOCATIONS, STREETS AND CURB AND GUTTER SYSTEMS WITHIN AND ADJACENT TO THE PROJECT FOR SEDIMENTATION FROM EROSION OR TRACKEDSEDIMENT FROM VEHICLES. PERMITTEES MUST REMOVE SEDIMENT FROM ALL PAVED SURFACES WITHIN ONE (1) CALENDAR DAY OF DISCOVERY OR, IF APPLICABLE, WITHIN A SHORTER TIME TO AVOID A SAFETY HAZARDTO USERS OF PUBLIC STREETS.6.PERMITTEES MUST REPAIR, REPLACE OR SUPPLEMENT ALL PERIMETER CONTROL DEVICES WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1/2 OF THE HEIGHT OF THE DEVICE.7.PERMITTEES MUST DRAIN TEMPORARY AND PERMANENT SEDIMENTATION BASINS AND REMOVE THE SEDIMENT WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE STORAGE VOLUME.8.PERMITTEES MUST ENSURE THAT AT LEAST ONE INDIVIDUAL PRESENT ON THE SITE (OR AVAILABLE TO THE PROJECT SITE IN THREE (3) CALENDAR DAYS) IS TRAINED IN THE JOB DUTIES DESCRIBED IN ITEM 21.2.B.9.PERMITTEES MAY ADJUST THE INSPECTION SCHEDULE DESCRIBED IN ITEM 11.2 AS FOLLOWS:a. INSPECTIONS OF AREAS WITH PERMANENT COVER CAN BE REDUCED TO ONCE PER MONTH, EVEN IF CONSTRUCTION ACTIVITY CONTINUES ON OTHER PORTIONS OF THE SITE; ORb.WHERE SITES HAVE PERMANENT COVER ON ALL EXPOSED SOIL AND NO CONSTRUCTION ACTIVITY IS OCCURRING ANYWHERE ON THE SITE, INSPECTIONS CAN BE REDUCED TO ONCE PER MONTH AND, AFTER 12MONTHS, MAY BE SUSPENDED COMPLETELY UNTIL CONSTRUCTION ACTIVITY RESUMES. THE MPCA MAY REQUIRE INSPECTIONS TO RESUME IF CONDITIONS WARRANT; ORc.WHERE CONSTRUCTION ACTIVITY HAS BEEN SUSPENDED DUE TO FROZEN GROUND CONDITIONS, INSPECTIONS MAY BE SUSPENDED. INSPECTIONS MUST RESUME WITHIN 24 HOURS OF RUNOFF OCCURRING, ORUPON RESUMING CONSTRUCTION, WHICHEVER COMES FIRST. 10. PERMITTEES MUST RECORD ALL INSPECTIONS AND MAINTENANCE ACTIVITIES WITHIN 24 HOURS OF BEING CONDUCTED AND THESE RECORDS MUST BE RETAINED WITH THE SWPPP. THESE RECORDS MUST INCLUDE:a.DATE AND TIME OF INSPECTIONS; ANDb.NAME OF PERSONS CONDUCTING INSPECTIONS; ANDc.ACCURATE FINDINGS OF INSPECTIONS, INCLUDING THE SPECIFIC LOCATION WHERE CORRECTIVE ACTIONS ARE NEEDED; ANDd.CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE ACTIVITIES); ANDe.DATE OF ALL RAINFALL EVENTS GREATER THAN 1/2 INCHES IN 24 HOURS, AND THE AMOUNT OF RAINFALL FOR EACH EVENT. PERMITTEES MUST OBTAIN RAINFALL AMOUNTS BY EITHER A PROPERLY MAINTAINED RAINGAUGE INSTALLED ONSITE, A WEATHER STATION THAT IS WITHIN ONE (1) MILE OF YOUR LOCATION, OR A WEATHER REPORTING SYSTEM THAT PROVIDES SITE SPECIFIC RAINFALL DATA FROM RADAR SUMMARIES;ANDf.IF PERMITTEES OBSERVE A DISCHARGE DURING THE INSPECTION, THEY MUST RECORD AND SHOULD PHOTOGRAPH AND DESCRIBE THE LOCATION OF THE DISCHARGE (I.E., COLOR, ODOR, SETTLED OR SUSPENDEDSOLIDS, OIL SHEEN, AND OTHER OBVIOUS INDICATORS OF POLLUTANTS); ANDg.ANY AMENDMENTS TO THE SWPPP PROPOSED AS A RESULT OF THE INSPECTION MUST BE DOCUMENTED AS REQUIRED IN SECTION 6 WITHIN SEVEN (7) CALENDAR DAYS.POLLUTION PREVENTION MANAGEMENT (SECTION 12):1.PERMITTEES MUST PLACE BUILDING PRODUCTS AND LANDSCAPE MATERIALS UNDER COVER (E.G., PLASTIC SHEETING OR TEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TOMINIMIZE CONTACT WITH STORMWATER. PERMITTEES ARE NOT REQUIRED TO COVER OR PROTECT PRODUCTS WHICH ARE EITHER NOT A SOURCE OF CONTAMINATION TO STORMWATER OR ARE DESIGNED TO BEEXPOSED TO STORMWATER.2.PERMITTEES MUST PLACE PESTICIDES, FERTILIZERS AND TREATMENT CHEMICALS UNDER COVER (E.G., PLASTIC SHEETING OR TEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TOMINIMIZE CONTACT WITH STORMWATER.3.PERMITTEES MUST STORE HAZARDOUS MATERIALS AND TOXIC WASTE, (INCLUDING OIL, DIESEL FUEL, GASOLINE, HYDRAULIC FLUIDS, PAINT SOLVENTS, PETROLEUM-BASED PRODUCTS, WOOD PRESERVATIVES,ADDITIVES, CURING COMPOUNDS, AND ACIDS) IN SEALED CONTAINERS TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. STORAGE AND DISPOSAL OF HAZARDOUS WASTE MATERIALS MUST BE IN COMPLIANCE WITHMINN. R. CH. 7045 INCLUDING SECONDARY CONTAINMENT AS APPLICABLE.4.PERMITTEES MUST PROPERLY STORE, COLLECT AND DISPOSE SOLID WASTE IN COMPLIANCE WITH MINN. R. CH. 7035.5.PERMITTEES MUST POSITION PORTABLE TOILETS SO THEY ARE SECURE AND WILL NOT TIP OR BE KNOCKED OVER. PERMITTEES MUST PROPERLY DISPOSE SANITARY WASTE IN ACCORDANCE WITH MINN. R. CH. 7041.6.PERMITTEES MUST TAKE REASONABLE STEPS TO PREVENT THE DISCHARGE OF SPILLED OR LEAKED CHEMICALS, INCLUDING FUEL, FROM ANY AREA WHERE CHEMICALS OR FUEL WILL BE LOADED OR UNLOADEDINCLUDING THE USE OF DRIP PANS OR ABSORBENTS UNLESS INFEASIBLE. PERMITTEES MUST ENSURE ADEQUATE SUPPLIES ARE AVAILABLE AT ALL TIMES TO CLEAN UP DISCHARGED MATERIALS AND THAT ANAPPROPRIATE DISPOSAL METHOD IS AVAILABLE FOR RECOVERED SPILLED MATERIALS. PERMITTEES MUST REPORT AND CLEAN UP SPILLS IMMEDIATELY AS REQUIRED BY MINN. STAT. 115.061, USING DRY CLEAN UPMEASURES WHERE POSSIBLE.7.PERMITTEES MUST LIMIT VEHICLE EXTERIOR WASHING AND EQUIPMENT TO A DEFINED AREA OF THE SITE. PERMITTEES MUST CONTAIN RUNOFF FROM THE WASHING AREA IN A SEDIMENT BASIN OR OTHER SIMILARLYEFFECTIVE CONTROLS AND MUST DISPOSE WASTE FROM THE WASHING ACTIVITY PROPERLY. PERMITTEES MUST PROPERLY USE AND STORE SOAPS, DETERGENTS, OR SOLVENTS.8.PERMITTEES MUST PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLID WASTES GENERATED BY WASHOUT OPERATIONS (E.G., CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS ANDOTHER CONSTRUCTION MATERIALS) RELATED TO THE CONSTRUCTION ACTIVITY. PERMITTEES MUST PREVENT LIQUID AND SOLID WASHOUT WASTES FROM CONTACTING THE GROUND AND MUST DESIGN THECONTAINMENT SO IT DOES NOT RESULT IN RUNOFF FROM THE WASHOUT OPERATIONS OR AREAS. PERMITTEES MUST PROPERLY DISPOSE LIQUID AND SOLID WASTES IN COMPLIANCE WITH MPCA RULES. PERMITTEESMUST INSTALL A SIGN INDICATING THE LOCATION OF THE WASHOUT FACILITY.PERMIT TERMINATION (SECTION 4 AND SECTION 13):1.PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER ALL TERMINATION CONDITIONS LISTED IN SECTION 13 ARE COMPLETE.2.PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER SELLING OR OTHERWISE LEGALLY TRANSFERRING THE ENTIRE SITE, INCLUDING PERMIT RESPONSIBILITY FOR ROADS (E.G., STREET SWEEPING) ANDSTORMWATER INFRASTRUCTURE FINAL CLEAN OUT, OR TRANSFERRING PORTIONS OF A SITE TO ANOTHER PARTY. THE PERMITTEES' COVERAGE UNDER THIS PERMIT TERMINATES AT MIDNIGHT ON THE SUBMISSIONDATE OF THE NOT.3.PERMITTEES MUST COMPLETE ALL CONSTRUCTION ACTIVITY AND MUST INSTALL PERMANENT COVER OVER ALL AREAS PRIOR TO SUBMITTING THE NOT. VEGETATIVE COVER MUST CONSIST OF A UNIFORM PERENNIALVEGETATION WITH A DENSITY OF 70 PERCENT OF ITS EXPECTED FINAL GROWTH. VEGETATION IS NOT REQUIRED WHERE THE FUNCTION OF A SPECIFIC AREA DICTATES NO VEGETATION, SUCH AS IMPERVIOUSSURFACES OR THE BASE OF A SAND FILTER.4.PERMITTEES MUST CLEAN THE PERMANENT STORMWATER TREATMENT SYSTEM OF ANY ACCUMULATED SEDIMENT AND MUST ENSURE THE SYSTEM MEETS ALL APPLICABLE REQUIREMENTS IN SECTION 15 THROUGH 19AND IS OPERATING AS DESIGNED.5.PERMITTEES MUST REMOVE ALL SEDIMENT FROM CONVEYANCE SYSTEMS PRIOR TO SUBMITTING THE NOT.6.PERMITTEES MUST REMOVE ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMPS PRIOR TO SUBMITTING THE NOT. PERMITTEES MAY LEAVE BMPS DESIGNED TO DECOMPOSE ON-SITE INPLACE.7.FOR RESIDENTIAL CONSTRUCTION ONLY, PERMIT COVERAGE TERMINATES ON INDIVIDUAL LOTS IF THE STRUCTURES ARE FINISHED AND TEMPORARY EROSION PREVENTION AND DOWNGRADIENT PERIMETER CONTROLIS COMPLETE, THE RESIDENCE SELLS TO THE HOMEOWNER, AND THE PERMITTEE DISTRIBUTES THE MPCA'S "HOMEOWNER FACT SHEET" TO THE HOMEOWNER.8.FOR CONSTRUCTION PROJECTS ON AGRICULTURAL LAND (E.G., PIPELINES ACROSS CROPLAND), PERMITTEES MUST RETURN THE DISTURBED LAND TO ITS PRECONSTRUCTION AGRICULTURAL USE PRIOR TO SUBMITTINGTHE NOT.SEED NOTES:ALL SEED MIXES AND APPLICATION SHALL BE IN ACCORDANCE WITH THE MNDOT SEEDING MANUAL.GENERAL RECOMMENDATIONS:THE CONTRACTOR IS RESPONSIBLE TO SALVAGE AND PRESERVE EXISTING TOPSOIL NECESSARY FOR FINAL STABILIZATION AND TO ALSO MINIMIZE COMPACTION IN ALL LANDSCAPE AREAS. IMMEDIATELY BEFORE SEEDINGTHE SOIL SHALL BE TILLED TO A MINIMUM DEPTH OF 3 INCHES.TEMPORARY EROSION CONTROL SEEDING, MULCHING & BLANKET.SEED·TEMPORARY SEED SHALL BE MNDOT SEED MIX 21-112 (WINTER WHEAT COVER CROP) FOR WINTER AND 21-111 (OATS COVER CROP) FOR SPRING/SUMMER APPLICATIONS. BOTH SEED MIXES SHALL BE APPLIED AT ASEEDING RATE OF 100 LBS/ACRE.MULCH·IMMEDIATELY AFTER SEEDING, WITHIN 24 HOURS, MNDOT TYPE 1 MULCH SHOULD BE APPLIED TO PROTECT AND ENHANCE SEED GERMINATION. MULCH SHALL BE APPLIED AT 90% COVERAGE (2 TONS PER ACRE OFSTRAW MULCH)SLOPES·3:1 (HORIZ/VERT.) OR FLATTER MUCH SHALL BE COVERED WITH MULCH·SLOPES STEEPER THAN 3:1 OR DITCH BOTTOMS SHALL BE COVERED WITH EROSION CONTROL BLANKET.·SEE PLAN FOR MORE DETAILED DITCH AND STEEP SLOPE EROSION CONTROL TREATMENTS.DESIGN ENGINEER: DAVID J. KNAEBLE P.E.TRAINING COURSE: DESIGN OF SWPPPTRAINING ENTITY: UNIVERSITY OF MINNESOTAINSTRUCTOR: JOHN CHAPMANDATES OF TRAINING COURSE: 8/22/2012- 8/23/2012TOTAL TRAINING HOURS: 12DATE OF RECERTIFICATION: 4/22/22EXPIRATION: 5/31/2025ORION INVESTMENTS6650 YORK AVENUE S, SUITE 207EDINA, MN 55435CONTACT: TED CARLSONTED@ORIONINVESTMENTS.NET612-812-7788Page 1076 of 1184 7200 & 7250 FRANCE 7200 & 7250 FRANCE AVE S, EDINA, MN 55435 6550 YORK AVE S SUITE 207, EDINA, MN 55435 ORION INVESTMENTS PROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:214198/12/2022 PUD SUBMISSION1/10/23 FINAL PUD SUBMITTAL. .. .. .. .06/30/2022 CITY SUBMITTALDRAWN BY:REVIEWED BY:AMDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202248776David J. KnaebleLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.1/10/23Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060REVISION SUMMARYDATEDESCRIPTIONSW1.5SWPPP - ATTACHMENTS. .. .. .. .. .. .ATTACHMENT A: SITE SPECIFIC SWPPP DOCUMENTPROJECT NAME: 7200 & 7250 FRANCEPROJECT LOCATION (BRIEFLY DESCRIBE WHERE CONSTRUCTION ACTIVITY OCCURS. INCLUDE ADDRESS IF AVAILABLE.)ADDRESS: 7200 & 7250 FRANCE AVE SCITY OR TOWNSHIP: EDINASTATE: MNZIP CODE: 55435LATITUDE/LONGITUDE OF APPROXIMATE CENTROID OF PROJECT: 44.87189 N, -93.32971 WMETHOD OF LAT/LONG COLLECTION (CIRCLE ONE): GPS ONLINE TOOL USGS TOPOGRAPHICALL CITIES WHERE CONSTRUCTION WILL OCCUR: EDINAALL COUNTIES WHERE CONSTRUCTION WILL OCCUR: HENNEPINALL TOWNSHIPS WHERE CONSTRUCTION WILL OCCUR: N/APROJECT SIZE (NUMBER OF ACRES TO BE DISTURBED): XX.XPROJECT TYPE (CIRCLE ONE): RESIDENTIAL COMMERCIAL/INDUSTRIAL ROAD CONSTRUCTION RESIDENTIAL & RD CONSTRUCTION OTHER (DESCRIBE): COMMERCIALCUMULATIVE IMPERVIOUS SURFACE (TO THE NEAREST TENTH ACRE)EXISTING AREA OF IMPERVIOUS SURFACE : XX.XPOST CONSTRUCTION AREA OF IMPERVIOUS SURFACE: XX.XTOTAL NEW AREA OF IMPERVIOUS SURFACE: XX.XRECEIVING WATERSWATER BODY ID NAME OF WATER BODY WATER BODY TYPE SPECIAL WATER? (Y/N) IMPAIRED WATER (Y/N)27-0029-00..LAKE EDINA..LAKE..N..Y..DATES OF CONSTRUCTIONCONSTRUCTION START DATE: XX/XXESTIMATED COMPLETION DATE: XX/XXGENERAL CONSTRUCTION PROJECT INFORMATIONDESCRIBE THE CONSTRUCTION ACTIVITY: CONSTRUCTION OF COMMERCIAL DEVELOPMENTDESCRIBE SOIL TYPES FOUND AT THE PROJECT: SOILS CONSIST OF CLAYEY SOILS NEAR THE SURFACE, WITH POORLY GRADED SANDS BELOWSITE LOCATION MAPSOILS INFORMATIONMAP UNITSYMBOLL55BURBAN LAND-MALARDI COMPLEX, 0TO 8 PERCENT SLOPESMAP UNIT NAMEU4AURBAN LAND-UDIPSAMMENTSCOMPLEX, 0 TO 2 PERCENT SLOPES....GENERAL SITE INFORMATION (III.A)1. DESCRIBE THE LOCATION AND TYPE OF ALL TEMPORARY AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMP'S). INCLUDE THE TIMING FOR INSTALLATION AND PROCEDURES USED TO ESTABLISH ADDITIONALTEMPORARY BMP'S AS NECESSARY. (5.5)THE PROJECT IS PROTECTED BY TWO (2) MAIN BMP'S, SILT FENCE AND INLET PROTECTION DEVICES. THE SILT FENCE WILL BE INSTALLED AT THE DOWNHILL LOCATIONS OF THE SITE AND MONITORED AS NECESSARY. INLET PROTECTION DEVICES WILL BEINSTALLED IN ALL CATCH BASINS ON THE SITE AND ANY OFF SITE THAT WILL RECEIVE STORMWATER RUNOFF FROM THIS SITE. AS THE PROJECT PROGRESSES ADDITIONAL BMP'S SUCH AS EROSION CONTROL BLANKET MAY BE UTILIZED.2. ATTACH TO THIS SWPPP A TABLE WITH THE ANTICIPATED QUANTITIES FOR THE LIFE OF THE PROJECT FOR ALL EROSION PREVENTION AND SEDIMENT CONTROL BMP'S (5.7). SEE PAGE SW1.33. ATTACH TO THIS SWPPP A SITE MAP THAT INCLUDES THE FOLLOWING FEATURES (5.9):EXIST AND FINAL GRADES, INCLUDING DIVIDING LINES AND DIRECTION OF FLOW FOR ALL PRE AND POST-CONSTRUCTION STORMWATER RUNOFF DRAINAGE AREAS LOCATED WITHIN THE PROJECT LIMITS.LOCATIONS OF IMPERVIOUS SURFACES AND SOIL TYPES.·EXISTING AND FINAL GRADES, INCLUDING DIVIDING LINES AND DIRECTION OF FLOW FOR ALL PRE AND POST-CONSTRUCTION STORMWATER RUNOFF DRAINAGE AREAS LOCATED WITHIN PROJECT LIMITS.·LOCATIONS OF AREAS NOT TO BE DISTURBED.·LOCATION OF AREAS OF PHASED CONSTRUCTION.·ALL SURFACE WATERS AND EXISTING WETLANDS WITHIN ONE MILE FROM THE PROJECT BOUNDARIES THAT WILL RECEIVE STORMWATER RUNOFF FROM THE SITE (IDENTIFIABLE ON MAPS SUCH AS USGS 7.5 MINUTE QUADRANGLE MAPS OR EQUIVALENT.WHERE SURFACE WATERS RECEIVING RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY WILL NOT FIT ON THE PLAN SHEET, THEY MUST BE IDENTIFIED WITH AN ARROW, INDICATING BOTH DIRECTION AND DISTANCE TO THE SURFACE WATER.·METHODS TO BE USED FOR FINAL STABILIZATION OF ALL EXPOSED SOIL AREA4. WERE STORMWATER MITIGATION MEASURES REQUIRED AS THE RESULT OF AN ENVIRONMENTAL, ARCHAEOLOGICAL, OR OTHER REQUIRED LOCAL, STATE OR FEDERAL REVIEW OF THE PROJECT? NOIF YES, DESCRIBE HOW THESE MEASURES WERE ADDRESSED IN THE SWPPP. (5.16)N/A5. IS THE PROJECT LOCATED IN A KARST AREA SUCH THAT ADDITIONAL MEASURES WOULD BE NECESSARY TO PROJECT DRINKING WATER SUPPLY MANAGEMENT AREAS AS DESCRIBED IN MINN. R. CHAPTERS 7050 AND 7060? NOIF YES, DESCRIBE THE ADDITIONAL MEASURES TO BE USED. (SECTION 23)N/A6. DOES THE SITE DISCHARGE TO A CALCEREOUS FEN LISTED IN MINN. R. 7050.0180, SUBP. 6.B? NOIF YES, A LETTER OF APPROVAL FROM THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES MUST BE OBTAINED PRIOR TO APPLICATION FOR THIS PERMIT.7. DOES THE SITE DISCHARGE TO A WATER THAT IS LISTED AS IMPAIRED FOR THE FOLLOWING POLLUTANT(S) OR STRESSOR(S): PHOSPHORUS, TURBIDITY, DISSOLVED OXYGEN OR BIOTIC IMPAIRMENT? USE THE SPECIAL AND IMPAIRED WATERS SEARCH TOOL AT:WWW.PCA.STATE.MN.US/WATER/STORMWATER/STORMWATER-C.HTMLYESIF NO, SKIP TO TRAININGDOES THE IMPAIRED WATER HAVE AN APPROVED TOTAL MAXIMUM DAILY LOADS (TMDL) WITH AN APPROVED WASTE LOAD ALLOCATION FOR CONSTRUCTION ACTIVITY? NOIF YES:A. LIST THE RECEIVING WATER, THE AREAS OF THE SITE DISCHARGING TO IT, AND THE POLLUTANT(S) IDENTIFIED IN THE TMDL.LAKE EDINA - ENTIRE SITE - NUTRIENTSNINEMILE CREEK - ENTIRE SITE - BENTHIC MACROINVERTEBRATES, BIOASSESSMENTS, FISH BIOASSESSMENTSB. LIST THE BMP'S AND ANY OTHER SPECIFIC CONSTRUCTION STORMWATER RELATED IMPLEMENTATION ACTIVITIES IDENTIFIED IN THE TMDL.IF THE SITE HAS A DISCHARGE POINT WITHIN ONE MILE OF THE IMPAIRED WATER AND THE WATER FLOWS TO THE IMPAIRED WATER BUT NO SPECIFIC BMPS FOR CONSTRUCTION ARE IDENTIFIED IN THE TMDL, THE ADDITIONAL BMPS IN SECTION 23 MUST BEADDED TO THE SWPPP AND IMPLEMENTED (15.19). THE ADDITIONAL BMPS ONLY APPLY TO THOSE PORTIONS OF THE PROJECT THAT DRAIN TO ONE OF THE IDENTIFIED DISCHARGE POINTS.N/A8. IDENTIFY ADJACENT PUBLIC WATERS WHERE THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES (DNR) HAS DECLARED “WORK IN WATER RESTRICTIONS” DURING FISH SPAWNING TIMEFRAMESN/ASELECTION OF A PERMANENT STORMWATER MANAGEMENT SYSTEM (SECTION 15)1. WILL THE PROJECT CREATE A NEW CUMULATIVE IMPERVIOUS SURFACE GREATER THAN OR EQUAL TO ONE ACRE? YESIF YES, A WATER QUALITY VOLUME OF ONE INCH OF RUNOFF FROM THE CUMULATIVE NEW IMPERVIOUS SURFACES MUST BE RETAINED ON SITE (SEE 16.7 OF THE PERMIT) THROUGH INFILTRATION UNLESS PROHIBITED DUE TOONE OF THE REASONS IN ITEMS 16.4 THROUGH 16.21. IF INFILTRATION IS PROHIBITED IDENTIFY OTHER METHOD OF MEETING WATER QUALITY REQUIREMENTS (E.G., FILTRATION SYSTEM, WET SEDIMENTATION BASIN, REGIONALPONDING OR EQUIVALENT METHOD2. DESCRIBE WHICH METHOD WILL BE USED TO TREAT RUNOFF FROM THE NEW IMPERVIOUS SURFACES CREATED BY THE PROJECT:INCLUDE ALL CALCULATIONS AND DESIGN INFORMATION FOR THE METHOD SELECTED. SEE SECTION 23 OF THE PERMIT FOR SPECIFIC REQUIREMENTS ASSOCIATED WITH EACH METHOD.INFILTRATION / REGIONAL PONDINGCALCULATIONS ARE WITHIN THE SITE STORM WATER MANAGEMENT REPORT AND PART OF THIS SWPPP AS ATTACHMENT D.3. IF IT IS NOT FEASIBLE TO MEET THE TREATMENT REQUIREMENT FOR THE WATER QUALITY VOLUME, DESCRIBE WHY. THIS CAN INCLUDE PROXIMITY TO BEDROCK OR ROAD PROJECTS WHERE THE LACK OF RIGHT OF WAYPRECLUDES THE INSTALLATION OF ANY PERMANENT STORMWATER MANAGEMENT PRACTICES. DESCRIBE WHAT OTHER TREATMENT, SUCH AS GRASS SWALES, SMALLER PONDS, OR GRIT CHAMBERS, WILL BE IMPLEMENTED TOTREAT RUNOFF PRIOR TO DISCHARGE TO SURFACE WATERS. (15.8)IT IS FEASIBLE TO MEET REQUIREMENT FOR WATER QUALITY VOLUME.4. FOR PROJECTS THAT DISCHARGE TO TROUT STREAMS, INCLUDING TRIBUTARIES TO TROUT STREAMS, IDENTIFY METHOD OF INCORPORATING TEMPERATURE CONTROLS INTO THE PERMANENT STORMWATER MANAGEMENTSYSTEM.N/AEROSION PREVENTION PRACTICES (SECTION 8.1)DESCRIBE THE TYPES OF TEMPORARY EROSION PREVENTION BMP'S EXPECTED TO BE IMPLEMENTED ON THIS SITE DURING CONSTRUCTION:1. DESCRIBE CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS, HORIZONTAL SLOPE GRADING, AND OTHER CONSTRUCTION PRACTICES TO MINIMIZE EROSION. DELINEATE AREAS NOT TO BEDISTURBED (E.G., WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC.) BEFORE WORK BEGINS.SILT FENCE WILL BE INSTALLED AT AT THE DOWNHILL LOCATIONS OF THE SITE.2. DESCRIBE METHODS OF TEMPORARILY STABILIZING SOILS AND SOIL STOCKPILES (E.G., MULCHES, HYDRAULIC TACKIFIERS, EROSION BLANKETS, ETC.):TEMPORARY EROSION PROTECTION WILL BE SEED AND MULCH AND EROSION BLANKETS WHERE REQUIRED, WITH PERMANENT COVER BEING EITHER SOD OR LANDSCAPE FEATURES.3. DESCRIBE METHODS OF DISSIPATING VELOCITY ALONG STORMWATER CONVEYANCE CHANNELS AND AT CHANNEL OUTLETS (E.G., CHECK DAMS, SEDIMENT TRAPS, RIP RAP, ETC.):SOD WILL BE UTILIZED ALONG CHANNELS AND RIP RAP AT CHANNEL.4. DESCRIBE METHODS TO BE USED FOR STABILIZATION OF DITCH AND SWALE WETTED PERIMETERS (NOTE THAT MULCH, HYDRAULIC SOIL TACKIFIERS, HYDROMULCHES, ETC. ARE NOT ACCEPTABLESOIL STABILIZATION METHODS FOR ANY PART OF A DRAINAGE DITCH OR SWALE)FINAL STABILIZATION OF SWALES WILL BE SOD5. DESCRIBE METHODS TO BE USED FOR ENERGY DISSIPATION AT PIPE OUTLETS (E.G., RIP RAP, SPLASH PADS, GABIONS, ETC.)RIP RAP WILL BE UTILIZED AT PIPE OUTLETS6. DESCRIBE METHODS TO BE USED TO PROMOTE INFILTRATION AND SEDIMENT REMOVAL ON THE SITE PRIOR TO OFFSITE DISCHARGE, UNLESS INFEASIBLE (E.G., DIRECT STORMWATER FLOW TOVEGETATED AREAS):DISCONNECTED IMPERVIOUS AREA AND INFILTRATION AREAS WILL BE UTILIZED7. FOR DRAINAGE OR DIVERSION DITCHES, DESCRIBE PRACTICES TO STABILIZE THE NORMAL WETTED PERIMETER WITHIN 200 LINEAL FEET OF THE PROPERTY EDGE OR POINT OF DISCHARGE TOSURFACE WATER. THE LAST 200 LINEAL FEET MUST BE STABILIZED WITHIN 24 HOURS AFTER CONNECTING TO SURFACE WATERS AND CONSTRUCTION IN THAT PORTION OF THE DITCH HASTEMPORARILY OR PERMANENTLY CEASED FOR ALL DISCHARGES TO SPECIAL, IMPAIRED OR “WORK IN WATER RESTRICTIONS”. ALL OTHER REMAINING PORTIONS OF THE TEMPORARY OR PERMANENTDITCHES OR SWALES WITHIN 14 CALENDAR DAYS AFTER CONNECTING TO A SURFACE WATER, PROPERTY EDGE AND CONSTRUCTION IN THAT AREA HAS TEMPORARILY OR PERMANENTLY CEASED.N/A, NO DITCHES ON SITE8. DESCRIBE ADDITIONAL EROSION PREVENTION MEASURES THAT WILL BE IMPLEMENTED AT THE SITE DURING CONSTRUCTION (E.G., CONSTRUCTION PHASING, MINIMIZING SOIL DISTURBANCE,VEGETATIVE BUFFERS, HORIZONTAL SLOPE GRADING, SLOPE DRAINING/TERRACING, ETC.):OTHER EROSION CONTROL PRACTICES INCLUDE BUT ARE NOT LIMITED TO; MINIMIZING SITE EXPOSURE WHEN POSSIBLE.9. IF APPLICABLE, INCLUDE ADDITIONAL REQUIREMENTS IN APPENDIX A PART C.3 REGARDING MAINTAINING A 100-FOOT BUFFER ZONE OR INSTALLING REDUNDANT BMPS FOR PORTIONS OF THE SITETHAT DRAIN TO SPECIAL WATERS).N/A10. IF APPLICABLE, DESCRIBE ADDITIONAL EROSION PREVENTION BMPS TO BE IMPLEMENTED AT THE SITE TO PROTECT PLANNED FILTRATION AREASMINIMIZE SITE EXPOSURE IN AREAS ADJACENT TO FILTRATION AREAS.SEDIMENT CONTROL PRACTICES (SECTION 9.1)DESCRIBE THE METHODS OF SEDIMENT CONTROL BMPS TO BE IMPLEMENTED AT THIS SITE DURING CONSTRUCTION TO MINIMIZE SEDIMENT IMPACTS TO SURFACE WATERS, INCLUDING CURB ANDGUTTER SYSTEMS1. DESCRIBE METHODS TO BE USED FOR DOWN GRADIENT PERIMETER CONTROL:SILT FENCE WILL BE INSTALLED AROUND THE ENTIRE PERIMETER OF THE SITE2. DESCRIBE METHODS TO BE USED TO CONTAIN SOIL STOCKPILES:SEED AND MULCH AS WELL AS EROSION CONTROL BLANKETS WILL BE UTILIZED AS NECESSARY3. DESCRIBE METHODS TO BE USED FOR STORM DRAIN INLET PROTECTION:SEE INLET PROTECTION DETAILS4. DESCRIBE METHODS TO MINIMIZE VEHICLE TRACKING AT CONSTRUCTION EXITS AND STREET SWEEPING ACTIVITIES:THE PROJECT WILL UTILIZE A ROCK CONSTRUCTION ENTRANCE.5. DESCRIBE METHODS, IF APPLICABLE, ADDITIONAL SEDIMENT CONTROLS (E.G., DIVERSION BERMS) TO BE INSTALLED TO KEEP RUNOFF AWAY FROM PLANNED INFILTRATION AREAS WHENEXCAVATED PRIOR TO FINAL STABILIZATION OF THE CONTRIBUTING DRAINAGE AREA:SILT FENCE TO BE INSTALLED IMMEDIATELY AFTER GRADING TO PROTECT INFILTRATION AREAS.6. DESCRIBE METHODS TO BE USED TO MINIMIZE SOIL COMPACTION AND PRESERVE TOP SOIL (UNLESS INFEASIBLE) AT THIS SITE:LIGHT TRACKED EQUIPMENT WILL BE USED, TOPSOIL WILL BE STRIPPED AND STOCKPILED7. DESCRIBE PLANS TO PRESERVE A 50-FOOT NATURAL BUFFER BETWEEN THE PROJECT'S SOIL DISTURBANCE AND A SURFACE WATER OR PLANS FOR REDUNDANT SEDIMENT CONTROLS IF A BUFFERIS INFEASIBLE:DOUBLE ROW OF SILT FENCE WILL BE INSTALLED ALONG WETLAND. PROJECT WILL NOT DISTURB WITHIN 200 FEET OF WETLAND.8. DESCRIBE PLANS FOR USE OF SEDIMENTATION TREATMENT CHEMICALS (E.G., POLYMERS, FLOCCULANTS, ETC.) SEE PART 9.18 OF THE PERMIT:N/A9. IS THE PROJECT REQUIRED TO INSTALL A TEMPORARY SEDIMENT BASIN DUE TO 10 OR MORE ACRES DRAINING TO A COMMON LOCATION OR 5 ACRES OR MORE IF THE SITE IS WITHIN 1 MILE OF ASPECIAL OR IMPAIRED WATER?NOIF YES, DESCRIBE (OR ATTACH PLANS ) SHOWING HOW THE BASIN WILL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH SECTION 14.N/ADEWATERING AND BASIN DRAINING (SECTION 10.1)1. WILL THE PROJECT INCLUDE DEWATERING OR BASIN DRAINING? NOIF YES, DESCRIBE MEASURES TO BE USED TO TREAT/DISPOSE OF TURBID OR SEDIMENT-LADEN WATER AND METHOD TO PREVENT EROSION OR SCOUR OF DISCHARGE POINTS (SEE 10.2 THROUGH10.4 OF THE PERMIT):N/A 2. WILL THE PROJECT INCLUDE USE OF FILTERS FOR BACKWASH WATER? NOIF YES, DESCRIBE HOW FILTER BACKWASH WATER WILL BE MANAGED ON THE SITE OR PROPERLY DISPOSED (10.5):N/AADDITIONAL BMP'S FOR SPECIAL WATERS AND DISCHARGES TO WETLANDS (SECTION 23.1)1. SPECIAL WATERS. DOES YOUR PROJECT DISCHARGE TO SPECIAL WATERS? NO2. IF PROXIMITY TO BEDROCK OR ROAD PROJECTS WHERE THE LACK OF RIGHT OF WAY PRECLUDES THE INSTALLATION OF ANY OF THE PERMANENT STORMWATER MANAGEMENT PRACTICES,THEN OTHER TREATMENT SUCH AS GRASSED SWALES, SMALLER PONDS, OR GRIT CHAMBERS IS REQUIRED PRIOR TO DISCHARGE TO SURFACE WATERS. DESCRIBE WHAT OTHER TREATMENTWILL BE PROVIDED.N/A3. DESCRIBE EROSION AND SEDIMENT CONTROLS FOR EXPOSED SOIL AREAS WITH A CONTINUOUS POSITIVE SLOPE TO A SPECIAL WATERS, AND TEMPORARY SEDIMENT BASINS FOR AREAS THATDRAIN FIVE OR MORE ACRES DISTURBED AT ONE TIME.N/A4. DESCRIBE THE UNDISTURBED BUFFER ZONE TO BE USED (NOT LESS THAN 100 LINEAR FEET FROM THE SPECIAL WATER).N/A5. DESCRIBE HOW THE PERMANENT STORMWATER MANAGEMENT SYSTEM WILL ENSURE THAT THE PRE AND POST PROJECT RUNOFF RATE AND VOLUME FROM THE 1, AND 2-YEAR 24-HOURPRECIPITATION EVENTS REMAINS THE SAME.N/A6. DESCRIBE HOW THE PERMANENT STORMWATER MANAGEMENT SYSTEM WILL MINIMIZE ANY INCREASE IN THE TEMPERATURE OF TROUT STREAM RECEIVING WATERS RESULTING IN THE 1, AND2-YEAR 24-HOUR PRECIPITATION EVENTS.N/A7. WETLANDS. DOES YOUR PROJECT DISCHARGE STORMWATER WITH THE POTENTIAL FOR SIGNIFICANT ADVERSE IMPACTS TO A WETLAND (E.G., CONVERSION OF A NATURAL WETLAND TO ASTORMWATER POND)? NOIF YES, DESCRIBE THE WETLAND MITIGATION SEQUENCE THAT WILL BE FOLLOWED IN ACCORDANCE WITH SECTION 22 OF THE PERMIT.N/AINSPECTIONS AND MAINTENANCE (SECTION 11.1)DESCRIBE PROCEDURES TO ROUTINELY INSPECT THE CONSTRUCTION SITE:·ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND·WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS, AND WITHIN (7) DAYS AFTER THATINSPECTIONS MUST INCLUDE STABILIZED AREAS, EROSION PREVENTION,AND SEDIMENT CONTROL BMP'S AND INFILTRATION AREAS.INSPECTOR WILL FOLLOW REQUIREMENTS SPECIFIED ABOVE AND FILL OUT "ATTACHMENT B - CONSTRUCTION STORMWATER INSPECTION CHECKLIST"1. DESCRIBE PRACTICES FOR STORAGE OF BUILDING PRODUCTS WITH A POTENTIAL TO LEACH POLLUTANTS TO MINIMIZE EXPOSURE TO STORMWATER:ALL BUILDING PRODUCTS WILL BE SEALED AND STORED IN A MANNER TO MINIMIZE EXPOSURE2. DESCRIBE PRACTICES FOR STORAGE OF PESTICIDES, HERBICIDES, INSECTICIDES, FERTILIZERS, TREATMENT CHEMICAL, AND LANDSCAPE MATERIALS:ALL LANDSCAPE TREATMENT CHEMICALS WILL BE SEALED AND STORED IN A MANNER TO MINIMIZED EXPOSURE3. DESCRIBE PRACTICES FOR STORAGE AND DISPOSAL OF HAZARDOUS MATERIALS OR TOXIC WASTE (E.G., OIL, FUEL, HYDRAULIC FLUIDS, PAINT SOLVENTS, PETROLEUM-BASED PRODUCTS,WOOD PRESERVATIVE, ADDITIVES, CURING COMPOUNDS, AND ACIDS) ACCORDING TO MINN. R. CH. 7045, INCLUDING RESTRICTED ACCESS AND SECONDARY CONTAINMENT:ALL HAZARDOUS WASTE WILL BE APPROPRIATELY DISPOSED OF OFF SITE ACCORDING TO LOCAL AND STATE LAWS.4. DESCRIBE COLLECTION, STORAGE AND DISPOSAL OF SOLID WASTE IN COMPLIANCE WITH MINN. R. CH. 7035:ALL CONSTRUCTION DEBRIS AND SOLID WASTER WILL BE APPROPRIATELY DISPOSED OF OFF SITE ACCORDING TO LOCAL AND STATE LAWS5. DESCRIBE MANAGEMENT OF PORTABLE TOILETS TO PREVENT TIPPING AND DISPOSAL OF SANITARY WASTES IN ACCORDANCE WITH MINN. R. CH. 7040:SANITARY AND SEPTIC SERVICES WILL BE PROVIDED TO WORKERS WITH PORTABLE FACILITIES MAINTAINED AS NEEDED BY THE PROVIDER.6. DESCRIBE SPILL PREVENTION AND RESPONSE FOR FUELING AND EQUIPMENT OR VEHICLE MAINTENANCE:EMPLOYEES WILL BE TRAINED IN TECHNIQUES DESIGNED TO MINIMIZE SPILLS. VEHICLES AND EQUIPMENT SHALL BE CHECKED FOR LEAKS.7. DESCRIBE CONTAINMENT AND DISPOSAL OF VEHICLE AND EQUIPMENT WASH WATER AND PROHIBITING ENGINE DEGREASING ON THE SITE:ALL CONSTRUCTION VEHICLES SHALL BE WASHED OFF SITE8. DESCRIBE STORAGE AND DISPOSAL OF CONCRETE AND OTHER WASHOUT WASTES SO THAT WASTES DO NOT CONTACT THE GROUND:ALL CONCRETE WASHOUT SHALL OCCUR OFF SITE.FINAL STABILIZATION (25.22)1. DESCRIBE METHOD OF FINAL STABILIZATION (PERMANENT COVER) OF ALL DISTURBED AREAS:FINAL STABILIZATION WILL BE ACCOMPLISHED WITH PAVEMENT, SOD AND LANDSCAPE MATERIALS.2. DESCRIBE METHODS USED TO CLEAN ALL STORMWATER TREATMENT SYSTEMS AND STORMWATER CONVEYANCE SYSTEMS OF ACCUMULATED SEDIMENT (25.22):CLEANING OF STORMWATER TREATMENT SYSTEMS SHALL BE DONE BY HAND SUCH AS THE USE OF A SHOVEL.3. DESCRIBE METHODS FOR REMOVING ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMP'S:REMOVAL OF TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMP'S CAN BE DONE BY HAND AND PROPERLY DISPOSED OF.07020012-808NINEMILE CREEKRIVERNYPage 1077 of 1184 7200 & 7250 FRANCE 7200 & 7250 FRANCE AVE S, EDINA, MN 55435 6550 YORK AVE S SUITE 207, EDINA, MN 55435 ORION INVESTMENTS PROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:214198/12/2022 PUD SUBMISSION1/10/23 FINAL PUD SUBMITTAL. .. .. .. .06/30/2022 CITY SUBMITTALDRAWN BY:REVIEWED BY:AMDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202248776David J. KnaebleLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.1/10/23Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060REVISION SUMMARYDATEDESCRIPTIONSW1.6SWPPP - ATTACHMENTS. .. .. .. .. .. .ATTACHMENT C - ABOVE-GROUNDFACILITY MANAGEMENT SCHEDULE1.ALL STORMWATER RETENTION, DETENTION AND TREATMENT BASINS MUST BE INSPECTED AT LEAST ONCE A YEAR TO DETERMINE THAT BASINRETENTION AND TREATMENT CHARACTERISTICS ARE ADEQUATE. A STORAGE TREATMENT BASIN WILL BE CONSIDERED INADEQUATE IF SEDIMENTHAS DECREASED THE WET STORAGE VOLUME BY 50 PERCENT OR DRY STORAGE VOLUME BY 25 PERCENT OF ITS ORIGINAL DESIGN VOLUME.BASED ON THIS INSPECTION, IF A STORMWATER BASIN REQUIRES SEDIMENT CLEANOUT, THE BASIN WILL BE RESTORED TO ITS ORIGINAL DESIGNCONTOURS AND VEGETATED STATE WITHIN ONE YEAR OF THE INSPECTION DATE.2. ALL OUTLET STRUCTURES, CULVERTS, OUTFALL STRUCTURES AND OTHER STORMWATER FACILITIES FOR WHICH MAINTENANCE REQUIREMENTSARE NOT OTHERWISE SPECIFIED HEREIN MUST BE INSPECTED IN THE SPRING, SUMMER AND FALL OF EACH YEAR. WITHIN 30 DAYS OF THEINSPECTION DATE, ALL ACCUMULATED SEDIMENT AND DEBRIS MUST BE REMOVED SUCH THAT EACH STORMWATER FACILITY OPERATES ASDESIGNED AND PERMITTED. CONTRIBUTING DRAINAGE AREAS MUST BE KEPT CLEAR OF LITTER AND VEGETATIVE DEBRIS, INFLOW PIPES ANDOVERFLOW SPILLWAYS KEPT CLEAR, INLET AREAS KEPT CLEAN, AND UNDESIRABLE VEGETATION REMOVED. EROSION IMPAIRING THE FUNCTIONOR INTEGRITY OF THE FACILITIES, IF ANY, WILL BE CORRECTED, AND ANY STRUCTURAL DAMAGE IMPAIRING OR THREATENING TO IMPAIR THEFUNCTION OF THE FACILITIES MUST BE REPAIRED.3. VOLUME CONTROL FACILITIES AND CONTRIBUTING DRAINAGE AREAS MUST BE INSPECTED EVERY THREE MONTHS DURING THE OPERATIONALPERIOD (BETWEEN SPRING SNOWMELT AND FIRST SUBSTANTIAL SNOWFALL) AND MONITORED AFTER RAINFALL EVENTS OF 1 INCH OR MORE TOENSURE THAT THE CONTRIBUTING DRAINAGE AREA IS CLEAR OF LITTER AND DEBRIS, INFLOW PIPES AND OVERFLOW SPILLWAYS ARE CLEAR, INLETAREAS ARE CLEAN, UNDESIRABLE VEGETATION IS REMOVED AND THERE IS NO EROSION IMPAIRING OR THREATENING TO IMPAIR THE FUNCTIONOF A FACILITY. IF SEDIMENT HAS ACCUMULATED IN A INFILTRATION FEATURE, WITHIN 30 DAYS OF INSPECTION DEPOSITED SEDIMENTS MUST BEREMOVED, THE INFILTRATION CAPACITY OF THE UNDERLYING SOILS MUST BE RESTORED, AND ANY SURFACE DISTURBANCE MUST BE STABILIZED.INSPECTION MUST ENSURE THAT SEDIMENT TRAPS AND FOREBAYS ARE TRAPPING SEDIMENT AND THAT MORE THAN 50 PERCENT OF THESTORAGE VOLUME REMAINS, THE CONTRIBUTING DRAINAGE AREA IS STABLE (I.E., NO EROSION IS OBSERVED), AND INLETS ANDOUTLET/OVERFLOW SPILLWAYS ARE IN GOOD CONDITIONS WITH NO EROSION. MAINTENANCE TECHNIQUES USED MUST PROTECT THEINFILTRATION CAPACITY OF THE PRACTICE BY LIMITING SOIL COMPACTION TO THE GREATEST EXTENT POSSIBLE (E.G., BY USING LOW-IMPACTEARTH-MOVING EQUIPMENT).ATTACHMENT B: SWPPP INSPECTION FORMATTACHMENT C: MAINTENANCE PLAN FOR PERMANENT STORM WATER TREATMENT SYSTEMNOTE: THIS INSPECTION REPORT DOES NOT ADDRESS ALL ASPECTS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM/STATE DISPOSAL SYSTEM (NPDES/SDS) CONSTRUCTION STORMWATER PERMIT (PERMIT) ISSUED ONAUGUST 1, 2018. THE COMPLETION OF THIS CHECKLIST DOES NOT GUARANTEE THAT ALL PERMIT REQUIREMENTS ARE IN COMPLIANCE; IT IS THE RESPONSIBILITY OF THE PERMITTEE(S) TO READ AND UNDERSTAND THE PERMITREQUIREMENTS.FACILITY INFORMATIONSITE NAME: SITE ADDRESS: PERMIT NUMBER:CITY: STATE: ZIP CODE:INSPECTION INFORMATIONINSPECTOR NAME: _______________________ PHONE NUMBER: _________________________ORGANIZATION/COMPANY MAN: _____________________________________________________DATE (MM/DD/YYYY): _____________________ TIME: ____________ AM / PMIS THE INSPECTOR CERTIFIED IN SEDIMENT AND EROSION CONTROL AND IS IT DOCUMENTED IN THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP)?IS THIS INSPECTION ROUTINE OR IN RESPONSE TO A STORM EVENT:RAINFALL AMOUNT (IF APPLICABLE): ____________IS SITE WITHIN ONE AERIAL MILE OF SPECIAL OR IMPAIRED WATER THAT CAN POTENTIALLY RECEIVE DISCHARGE FROM THE SITE?IF YES, FOLLOW SECTION 23 AND OTHER APPLICABLE PERMIT REQUIREMENTSNOTE: IF N/A IS SELECTED AT ANY TIME, SPECIFY WHY IN THE COMMENT AREA FOR THAT SECTION.EROSION CONTROL REQUIREMENT (SECTION 8.1)1. ARE SOILS STABILIZED WHERE NO CONSTRUCTION ACTIVITY HAS OCCURRED FOR 14 DAYS (INCLUDING STOCKPILES)?(7 DAYS WHERE APPLICABLE, OR 24 HOURS DURING MINNESOTA DEPARTMENT OF NATURAL RESOURCES [DNR] FISHSPAWNING RESTRICTIONS)2. HAS THE NEED TO DISTURB STEEP SLOPES BEEN MINIMIZED?3. IF STEEP SLOPES ARE DISTURBED, ARE STABILIZATION PRACTICES DESIGNED FOR STEEP SLOPES USED?4. ALL DITCHES/SWALES STABILIZED 200' BACK FROM POINT OF DISCHARGE OR PROPERTY EDGE WITHIN 24 HOURS? (MULCH,HYDROMULCH, TACKIFIER, OR SIMILAR BEST MANAGEMENT PRACTICES [BMPS] ARE NOT ACCEPTABLE IN DITCHES/SWALESIF THE SLOPE IS GREATER THAN 2%)ARE APPROPRIATE BMP'S INSTALLED PROTECTING INLETS/OUTLETS?5. DO PIPE OUTLETS HAVE ENERGY DISSIPATION (WITHIN 24 HOURS OF CONNECTION)?6. IS CONSTRUCTION PHASING BEING FOLLOWED IN ACCORDANCE WITH THE SWPPP?7. ARE AREAS NOT TO BE DISTURBED MARKED OFF (FLAGS, SIGNS, ETC.)?COMMENTS:SEDIMENT CONTROL REQUIREMENTS (SECTION 9.1)1. ARE PERIMETER SEDIMENT CONTROLS INSTALLED PROPERLY ON ALL DOWN GRADIENT PERIMETERS?2. ARE APPROPRIATE BMPS INSTALLED PROTECTING INLETS, CATCH BASINS, AND CULVERT INLETS?3. IS A 50 FOOT NATURAL BUFFER PRESERVED AROUND ALL SURFACE WATERS DURING CONSTRUCTION?3.1. IF NO, HAVE REDUNDANT SEDIMENT CONTROLS BEEN INSTALLED?4. DO ALL ERODIBLE STOCKPILES HAVE PERIMETER CONTROL IN PLACE?5. IS THERE A TEMPORARY SEDIMENT BASIN ON SITE, AND IS IT BUILT AS REQUIRED IN SECTION 14 OF THE PERMIT?6. IS SOIL COMPACTION BEING MINIMIZED WHERE NOT DESIGNED FOR COMPACTION?7. IS TOPSOIL BEING PRESERVED UNLESS INFEASIBLE?8. IF CHEMICAL FLOCCULANTS ARE USED, IS THERE A CHEMICAL FLOCCULANT PLAN IN PLACE?COMMENTS:DISCLOSURES:·AFTER DISCOVERY, THE PERMIT REQUIRES MANY OF THE DEFICIENCIES THAT MAY BE FOUND ON SITE BE CORRECTED WITHIN A SPECIFIED PERIOD OF TIME. SEE PERMIT FOR MORE DETAILS.·THE PERMITTEE(S) IS/ARE RESPONSIBLE FOR THE INSPECTION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT BMPS AS WELL AS EROSION PREVENTION AND SEDIMENT CONTROL BMPS UNTILANOTHER PERMITTEE HAS OBTAINED COVERAGE UNDER THIS PERMIT ACCORDING TO SECTION 3, OR THE PROJECT HAS MET THE TERMINATION CONDITIONS OF THE PERMIT AND A NOTICE OF TERMINATION HAS BEEN SUBMITTED TO THEMINNESOTA POLLUTION CONTROL AGENCY.Y N N/AY N N/A7 DAY RAINY NMAINTENANCE AND INSPECTIONS (SECTION 11)1. ARE ALL PREVIOUSLY STABILIZED AREAS MAINTAINING GROUND COVER?2. ARE PERIMETER CONTROLS MAINTAINED AND FUNCTIONING PROPERLY, SEDIMENT REMOVED WHEN ONE-HALF FULL?3. ARE INLET PROTECTION DEVICES MAINTAINED AND ADEQUATELY PROTECTING INLETS?4. ARE THE TEMPORARY SEDIMENT BASINS BEING MAINTAINED AND FUNCTIONING PROPERLY?5. ARE VEHICLE TRACKING BMPS AT SITE EXISTS IN PLACE AND MAINTAINED AND FUNCTIONING PROPERLY?6. IS ALL TRACKED SEDIMENT BEING REMOVED WITHIN 24 HOURS?7. HAVE ALL SURFACE WATERS, DITCHES, CONVEYANCES, AND DISCHARGE POINTS BEEN INSPECTED?8. WERE ANY DISCHARGES SEEN DURING THIS INSPECTION (I.E., SEDIMENT, TURBID WATER, OR OTHERWISE)?IF YES, RECORD THE LOCATION OF ALL POINTS OF DISCHARGE. PHOTOGRAPH AND DESCRIBE THE DISCHARGE (SIZE, COLOR, ODOR, FOAM, OIL SHEEN, TIME, ETC.).DESCRIBE HOW THE DISCHARGE WILL BE ADDRESSED. WAS THE DISCHARGE A SEDIMENT DELTA? IF YES, WILL THE DELTA BE RECOVERED WITHIN SEVEN DAYS ANDIN ACCORDANCE WITH ITEM 11.5 OF THE PERMIT?COMMENTS:Y N N/APOLLUTION PREVENTION (SECTION 12)1. ARE ALL CONSTRUCTION MATERIALS THAT CAN LEACH POLLUTANTS UNDER COVER OR PROTECTED?2. ARE HAZARDOUS MATERIALS BEING PROPERLY STORED?3. ARE APPROPRIATE BMPS BEING USED TO PREVENT DISCHARGES ASSOCIATED WITH FUELING AND MAINTENANCE OFEQUIPMENT OR VEHICLES?4. ARE ALL SOLID WASTES BEING PROPERLY CONTAINED AND DISPOSED OF?5. IS THERE A CONCRETE/OTHER MATERIAL WASHOUT AREA ON SITE AND IS IT BEING USED?6. IS THE CONCRETE WASHOUT AREA MARKED WITH A SIGN?7. ARE THE CONCRETE/OTHER MATERIAL WASHOUT AREAS PROPERLY MAINTAINED?COMMENTS:Y N N/AOTHER1. IS A COPY OF THE SWPPP, INSPECTION RECORDS, AND TRAINING DOCUMENTATION LOCATED ON THE CONSTRUCTIONSITE, OR CAN IT BE MADE AVAILABLE WITHIN 72 HOURS?2. HAS THE SWPPP BEEN FOLLOWED AND IMPLEMENTED ON SITE, AND AMENDED AS NEEDED?3. IS ANY DEWATERING OCCURRING ON SITE?IF YES, WHAT BMPS ARE BEING USED TO ENSURE THAT CLEAN WATER IS LEAVING THE SITE AND THE DISCHARGE IS NOTCAUSING EROSION OR SCOUR?4. WILL A PERMANENT STORMWATER MANAGEMENT SYSTEM BE CREATED FOR THIS PROJECT IF REQUIRED AND INACCORDANCE WITH SECTION 15 OF THE PERMIT (IF ADDING AN ACRE OR MORE OF NEW IMPERVIOUS SURFACE)?IF YES, DESCRIBE:5. IF INFILTRATION/FILTRATION SYSTEMS ARE BEING CONSTRUCTED, ARE THEY MARKED AND PROTECTED FROMCOMPACTION AND SEDIMENTATION?6. DESCRIPTION OF AREAS OF NON-COMPLIANCE NOTED DURING THE INSPECTION, REQUIRED CORRECTIVE ACTIONS, AND RECOMMENDED DATE OF COMPLETION OFCORRECTIVE ACTIONS:7. PROPOSED AMENDMENTS TO THE SWPPP:8. POTENTIAL AREAS OF FUTURE CONCERN:9. ADDITIONAL COMMENTSY N N/AY NPage 1078 of 1184 CONSTRUCTION LIMITSCONSTRUCTION LIMITSINFILTRATION BASIN #1SIDEWALKEASEMENT, TYP.DROP OFF AREADROP OFF AREA325.01S00°11'54"E 520.01S89°51'35"E325.01N00°11'54"W PARCEL #4 France Ave (A Public R/W)AAAAAAAAAAAAAAAAAABBBBBBBBBBBBBBBBCCCCEEEEEEFFBFGGGGGGGHJJJKKDLLLLLLLLAABLLGFFLBFAGAAEIIIMLIFFIIIAWALKCRETAINING WALLDEFBENCH FEATURESGWASTE AND RECYCLINGHBIKE RACKSIJPLANTERSPLAN KEYNOTES:BPLANTING BEDKSTAIR W/ HANDRAILSLSIGNAGETABLE AND CHAIRSNATIVE VEGETATION / SEEDDECORATIVE PAVING / ROCK MATERIALMSCULPTURAL / ART MOMENTENTRYMOTORCOURTFUTUREDEVELOPMENT7200FUTUREMOTORCOURTOVERLOOKFEATUREPUBLICART /ELEMENTCOURTYARDLANDSCAPE SITE PLAN01L1.0 20'40'10'0'SCALE:1"=20'L1.0LANDSCAPE SITE PLANSignatureTyped or Printed NameLicense # DatePROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FORCONSTRUCTIONI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of Minnesota9/10/2021 11:30:10 AM 22113JC TM7200-72507200-7250 France AvenueSouth, Edina, MNNo.Description DateP.U.D.SUBMISSION01/10/2023LANDSCAPE ARCHITECT530 N THIRD ST, SUITE 120,MINNEAPOLIS, MN 55102PH: 612.333.3702 FAX: 515.288.8359www.thinkconfluence.comINFILTRATIONBASIN7250DEVELOPMENTCOURTYARDCOURTYARDPage 1079 of 1184 Page 1080 of 1184 2 Page 1081 of 1184 PROJECT NUMBERDRAWN BYCHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONTyped or Printed NameLicense #DateI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of MinnesotaSignature1/10/2023 4:57:09 PMA0.1PUDEXISTING SITE PHOTOS(7200 & 7250)ESG ESG06/30/227200 & 7250FRANCE AVE7250 FRANCE AVE, EDINA, MN55435FINAL PUD01/10/20232227027200 & 7250 FRANCE AVENUE -OVERALL EXISTING SITE AERIALS7200 FRANCE AVENUE -EXISTING SITE AERIALS & PHOTOS7250 FRANCE AVENUE -EXISTING SITE AERIALS & PHOTOSNo. DescriptionDatePage 1082 of 1184 DEMO EXISTING 4 STORY GLASS OFFICE BUILDING AND FOUNDATION.DEMO EXISTING 4 STORY GLASS OFFICE BUILDING AND FOUNDATION.DEMO EXISTING CONCRETE RETAINING WALLEXISTING ACCESS RAMP TO REMAIN DEMO EXISTING SURFACE LOT AND PARKING STRUCTURE BENEATH TO GRADE.LINE OF EXISTING PARKING STRUCTURE TO BE REMOVED.DEMO EXISTING CONCRETE RETAINING WALLEXISTING DRIVE AISLE AND CURB CUT TO BE REMOVEDEXISTING PARKING SURFACE TO BE PREPPED FOR TEMPORARY INTERIM CONDITIONEXISTING PARKING SURFACE TO BE REMOVEDEXISTING ACCESS RAMP AND CURB CUT TO BE REMOVEDEXISTING ANTENNA AND CONCRETE PAD TO BE REMOVEDSEE CIVIL FOR EXTENT OF VEGETATION TO BE REMOVEDGALLAGHER DRIVE72ND STREETFRANCE AVENUEEXISTING DRIVE AISLE AND CURB CUT TO BE REMOVEDNOTE: REFER TO CIVIL DRAWINGS FOR FULL EXTENT OF SITE DEMOLITION SCOPEDEMO EXISTING PAVEMENTC11C12C13PROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONTyped or Printed NameLicense # DateI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of MinnesotaSignature1/10/2023 4:57:50 PMA0.2PUDSITE PLAN - DEMOLITION(7200 & 7250)ESG ESG06/30/227200 & 7250FRANCE AVE7250 FRANCE AVE, EDINA, MN55435FINAL PUD01/10/20232227021/32" = 1'-0"A0.2 PUD1XX LEVEL DEMOLITION PLANNo. DescriptionDate1 ---TBDPage 1083 of 1184 17.1'43.5'52.3'2 0.6'48.9'43.5'52.4'43.4'52.8'43.4'52.1'5.0'6.0'8.0'24.0'5.0'5.0'6 .0 'R15.0'R15.0'R 5.0 'R5.0'R15.0'R15.0'24.0'10.0'28.2'39.3' R 5 .0 'R29.0'10.0'24.5'3.5'8.0'INFILTRATION BASIN #1SIDEWALKEASEMENT, TYP.CONSTRUCTIONLIMITSLIMITSCONSTRUCTIONLIMITS9NO PARKING7250 OFFICE BUILDINGGALLAGHER DRIVEW 72ND STREETFRANCE AVENUE SSURFACE PARKING 13 STALLSDANILA PLAZANORTH-SOUTH STTEMPORARY OPEN SPACE BUS STOPP1 PARKING ACCESS BELOWSTORMWATER BASINSTREET ROOM TYPOLOGY:PROMENADES & TRANSITION ZONESTREET ROOM TYPOLOGY #2:CORNELIA OVERLAY AT FRANCE AVESTREET ROOM TYPOLOGY:#3 NEW LOCAL STREETSSTREET ROOM TYPOLOGY:TRANSITION ZONESTREET ROOM TYPOLOGY:TRANSITION ZONE50'-0" MINBUILDING SETBACK52' - 2"VARIANCEBUILDING SETBACK24' - 6"60' - 0"BUILDING SETBACK30' - 0"15' - 10"5' - 0"9' - 3"6' - 0"8' - 0"6' - 0"13' - 6"6' - 0"10' - 0"0' - 8"24' - 0"139' - 8"220' - 0 1/4"AREA WELL W/ GRATE @ GRADEAREA WELL W/ GRATE @ GRADEAREA WELL W/ GRATE @ GRADEREFER TO CIVIL DRAWINGS FOR SITE SCOPE AND INFOREFER TO LANDSCAPE DRAWINGS FOR SITE SCOPE AND INFO27'-0"6'-0" SIDEWALK9'-0" X 18'-0" STALLS, TYP @ LVL 114 BIKE PARKING @ EXTERIOR REFER TO LANDSCAPE DRAWINGS FOR SITE DESIGNPLAZA -SEATING AREAWALL OF PARKING GARAGE VEHICLE TURN-AROUNDMAIN ENTRY PROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONTyped or Printed NameLicense #DateI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of MinnesotaSignature1/10/2023 4:57:54 PMA0.3APUDSITE PLAN - PHASE 1A(7200 & 7250AuthorChecker08/19/227200 & 7250FRANCE AVE7250 FRANCE AVE, EDINA, MN55435FINAL PUD01/10/2023222702No. DescriptionDate3/64" = 1'-0"A0.3APUD1SITE PLAN - PHASE 1A25'-0"25.0'Page 1084 of 1184 24.5'18.0'18.0'9.0'29.1'18.0'18.0'24.0'18.0'22.8' 29.6'24.0'17.1'43.5'52.3'20.6 '48.9'43.5'52.4'43.4'52.8'43.4'52.1'5.0'6.0'8.0'24.0'5.0'5.0'6 .0 'R15.0'R15.0'R 5.0'R5.0'R15.0'R 15.0'24.0'10.0'28.2'39.3' R 5 .0'R29.0'10.0'24.5'3.5'8.0'INFILTRATION BASIN #1SIDEWALKEASEMENT, TYP.TEMP. PARKING83 STALLS811111111922DROP OFF AREA DROP OFF AREACONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITS9NO PARKING7250 OFFICE BUILDINGGALLAGHER DRIVEW 72ND STREETFRANCE AVENUE SSURFACE PARKING 13 STALLSDANILA PLAZANORTH-SOUTH STTEMP PARKING BUILT AS NECESSARY TO SUPPORT TENANT NEEDS: 83 STALLSBUS STOPP1 PARKING ACCESS BELOWSTORMWATER BASINSTREET ROOM TYPOLOGY:PROMENADES & TRANSITION ZONESTREET ROOM TYPOLOGY #2:CORNELIA OVERLAY AT FRANCE AVESTREET ROOM TYPOLOGY:#3 NEW LOCAL STREETSSTREET ROOM TYPOLOGY:TRANSITION ZONESTREET ROOM TYPOLOGY:TRANSITION ZONE50'-0" MINBUILDING SETBACK52' - 2"VARIANCEBUILDING SETBACK24' - 6"60' - 0"BUILDING SETBACK30' - 0"15' - 10"5' - 0"9' - 3"6' - 0"8' - 0"6' - 0"13' - 6"6' - 0"SIDEWALK10' - 0"0' - 8"LOCAL STREET24' - 0"PLANTING BED10' - 6"139' - 8"220' - 0 1/4"AREA WELL W/ GRATE @ GRADEAREA WELL W/ GRATE @ GRADEAREA WELL W/ GRATE @ GRADEREFER TO CIVIL DRAWINGS FOR SITE SCOPE AND INFOREFER TO LANDSCAPE DRAWINGS FOR SITE SCOPE AND INFO27'-0"6'-0" SIDEWALK9'-0" X 18'-0" STALLS, TYP @ LVL 114 BIKE PARKING @ EXTERIOR SURFACE PARKING 13 STALLSPLAZA -SEATING AREAREFER TO LANDSCAPE DRAWINGS FOR SITE DESIGNWALL OF PARKING GARAGE VEHICLE TURN-AROUNDMAIN ENTRY PROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONTyped or Printed NameLicense #DateI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of MinnesotaSignature1/10/2023 4:57:57 PMA0.3BPUDSITE PLAN - PHASE 1B(7200 & 7250)ESG ESG06/30/227200 & 7250FRANCE AVE7250 FRANCE AVE, EDINA, MN55435FINAL PUD01/10/2023222702No. DescriptionDate3/64" = 1'-0"A0.3BPUD1SITE PLAN - PHASE 1B25'-0"25.0'Page 1085 of 1184 20.0'6.0'22.0'R15.0'R15.0'R5 .0 'R20.0'R 8.0'43.4'12.0' 6.7' 24.0' R20.0'R20.0'R 8 .0 'R8.0'R3.0'14.0'9.0'19.0'14.1'5.7'2.0'17.1'43.5'52.3'20.6 '48.9'43.5'52.4'43.4'52.8'43.4'52.1'5.0'6.0'8.0'24.0'5.0'5.0'6 .0 'R15.0'R15.0'R 5.0'R5.0'R15.0'R 15.0'24.0'10.0'28.2'39.3' R 5 .0'R29.0'10.0'24.5'3.5'8.0'DROP OFF AREA DROP OFF AREA127200 FRANCE BUILDING ANDSITE WORK SHOWN FORREFERENCE ONLY. FINAL SITEDESIGN WILL BE COMPLETED ATA FUTURE DATE.LD BIT.PVMT., TYPBOLLARDS, TYP. 6' OC,SEE DETAILS, TYPRIBBON CURB, TYP.SURMOUNTABLE C&G, TYP.HVY. DUTY CONC. PVMT.5' CONC. WALK, TYP.B612 C&G, TYP.ACCESSIBLE PARKINGSPACE, INCL. SIGNAGE,STRIPING AND RAMPSC.I.P. CONC. STEPS,INCLUD. RAILINGS,COORD. W/ ARCH'L,TYP.PVMT. STRIPING - DROP OFFAREA. COORD. W/LDSP. PLANSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITS9NO PARKING7250 OFFICE BUILDINGPPGALLAGHER DRIVEW 72ND STREETFRANCE AVENUE SDANILA PLAZANORTH-SOUTH STBUS STOPSTORMWATER BASINSTREET ROOM TYPOLOGY:PROMENADES & TRANSITION ZONESTREET ROOM TYPOLOGY #2:CORNELIA OVERLAY AT FRANCE AVESTREET ROOM TYPOLOGY:#3 NEW LOCAL STREETSSTREET ROOM TYPOLOGY:TRANSITION ZONESTREET ROOM TYPOLOGY:TRANSITION ZONEPROPERTY LINEP1 PARKING ACCESS BELOW50'-0" MINBUILDING SETBACK52' - 2"VARIANCEBUILDING SETBACK24' - 6"60' - 0"BUILDING SETBACK30' - 0"15' - 10"5' - 0"9' - 3"6' - 0"8' - 0"6' - 0"13' - 6"6' - 0"10' - 0"0' - 8"24' - 0"139' - 8"27'-0"6'-0" SIDEWALK9'-0" X 18'-0" STALLS, TYP @ LVL 114 BIKE PARKING @ EXTERIOR SURFACE PARKING 13 STALLSPLAZA -SEATING AREAREFER TO LANDSCAPE DRAWINGS FOR SITE DESIGNPOTENTIAL FUTURE MIXED USE RETAIL, HOSPITALITY, OR HOUSING BLDGWALL OF PARKING GARAGE VEHICLE TURN-AROUNDMAIN ENTRY PROJECT NUMBERDRAWN BYCHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONTyped or Printed NameLicense #DateI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of MinnesotaSignature1/10/2023 5:08:44 PMA0.4PUDSITE PLAN - PHASE 2(7200 & 7250)ESG ESG06/30/227200 & 7250FRANCE AVE7250 FRANCE AVE, EDINA, MN55435FINAL PUD01/10/20232227023/64" = 1'-0"A0.4 PUD1SITE PLAN - PHASE 2No. DescriptionDateREFER TO CIVIL FORSITE SCOPE ANDINFORMATION25'-0"25.0'Page 1086 of 1184 LEVEL 1100' - 0"LEVEL 2120' - 0"ALEVEL 3133' - 6"LEVEL 4147' - 0"LEVEL 5160' - 6"ROOF174' - 0"LEVEL P188' - 6"BCEFHLEVEL P278' - 6"DGP1 ENTRYTEMPORARY SURFACE PARKING SHOWN DASHED BEYOND27' - 0"47' - 0"FIRST FLR20' - 0"40' - 6"MECH SCREEN184' - 0"T.O. PENTHOUSE84' - 0"DANILASTREET ROOM TYPOLOGY:PROMENADES AND TRANSITION ZONESGALLAGHER DRIVESTREET ROOM TYPOLOGY:TRANSITION ZONEDANILA PLAZAPEDESTRIAN WALKWAYW 72ND STREETSTREET ROOM TYPOLOGY:TRANSITION ZONE24' - 6"60' - 0"LEVEL 1100' - 0"LEVEL 1100' - 0"LEVEL 2120' - 0"LEVEL 2120' - 0"LEVEL 3133' - 6"LEVEL 3133' - 6"LEVEL 4147' - 0"LEVEL 4147' - 0"LEVEL 5160' - 6"LEVEL 5160' - 6"ROOF174' - 0"ROOF174' - 0"LEVEL P188' - 6"65LEVEL P278' - 6"3214SETBACK FROM CURB50' - 0"78FRANCE AVENUESTREET ROOM TYPOLOGY:#2 CORNELIA OVERLAY AT FRANCE AVERAMP (BEYOND)47' - 0"27' - 0"PLANTING AREA9' - 9 3/4"INTERNAL STREET36' - 0"5' - 9 1/4"60' - 6"MECH SCREEN184' - 0"MECH SCREEN184' - 0"NEW NORTH-SOUTH LOCAL STREET:STREET ROOM TYPOLOGY:#3 NEW LOCAL STREETS1.213' - 6"13' - 6"13' - 6"13' - 6"10' - 0"20' - 0"20' - 0"13' - 6"13' - 6"13' - 6"13' - 6"10' - 0"STEPBACK10' - 0"84' - 0"74' - 0"FRANCE AVESETBACK16' - 8 1/4"PROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONTyped or Printed NameLicense #DateI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of MinnesotaSignature1/10/2023 4:59:29 PMA0.5PUDSITE SECTION DIAGRAMS- PHASE 1 (7200 & 7250)ESG ESG06/30/227200 & 7250FRANCE AVE7250 FRANCE AVE, EDINA, MN55435FINAL PUD01/10/20232227021/16" = 1'-0"A0.5 PUD1PHASE 1 - NORTH / SOUTH SITE SECTION3/32" = 1'-0"A0.5 PUD2PHASE 1 - EAST / WEST SITE SECTION AT DANILANo. DescriptionDate25'-0"Page 1087 of 1184 LEVEL 1100' - 0"LEVEL 2120' - 0"ALEVEL 3133' - 6"LEVEL 4147' - 0"LEVEL 5160' - 6"ROOF174' - 0"LEVEL P188' - 6"BCEFHLEVEL P278' - 6"DGP1 ENTRY856' -LEVEL 1 PHASE 224' - 6"POTENTIAL FUTURE RETAIL, HOSPITALITY, OR HOUSING MIXED USEPOTENTIAL BELOW-GRADE PARKING STRUCTURE72' - 0"POTENTIAL FUTURE P1 ENTRY47' - 0"MECH SCREEN184' - 0"T.O. ROOF77' - 0"3' - 6"20' - 0"DANILASTREET ROOM TYPOLOGY:PROMENADES AND TRANSITION ZONESGALLAGHER DRIVESTREET ROOM TYPOLOGY:TRANSITION ZONEDANILA PLAZAPEDESTRIAN WALKWAYW 72ND STREETSTREET ROOM TYPOLOGY:TRANSITION ZONEPROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONTyped or Printed NameLicense #DateI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of MinnesotaSignature1/10/2023 4:59:54 PMA0.6PUDSITE SECTION DIAGRAMS- PHASE 2 (7200 & 7250)ESG ESG06/30/227200 & 7250FRANCE AVE7250 FRANCE AVE, EDINA, MN55435FINAL PUD01/10/20232227021/16" = 1'-0"A0.6 PUD1PHASE 2 - NORTH / SOUTH SITE SECTIONNo. DescriptionDate25'-0"Page 1088 of 1184 PROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONTyped or Printed NameLicense #DateI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of MinnesotaSignature1/10/2023 4:59:55 PMA0.7PUDPHASE 1 AND 2 SITERENDERINGSESG ESG06/29/227200 & 7250FRANCE AVE7250 FRANCE AVE, EDINA, MN55435FINAL PUD01/10/2023222702PHASE 1B SITE RENDERING -TEMPORARY SURFACE PARKING CONDITIONPHASE 2 -SITE RENDERING W/ POTENTIAL BUILDING @ 7250PHASE 1A SITE RENDERING -ASSUMED TEMPORARY GREEN SPACENo. DescriptionDatePage 1089 of 1184 PROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONTyped or Printed NameLicense #DateI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of MinnesotaSignature1/10/2023 4:59:55 PMA0.8PUDEXTERIOR RENDERINGS(7200 & 7250)ESG ESG06/30/227200 & 7250FRANCE AVE7250 FRANCE AVE, EDINA, MN55435FINAL PUD01/10/2023222702No. DescriptionDatePage 1090 of 1184 PROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONTyped or Printed NameLicense #DateI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of MinnesotaSignature1/10/2023 4:59:55 PMA0.9PUDEXTERIOR RENDERINGS(7200 & 7250)ESG ESG06/29/227200 & 7250FRANCE AVE7250 FRANCE AVE, EDINA, MN55435FINAL PUD01/10/2023222702No. DescriptionDatePage 1091 of 1184 PROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONTyped or Printed NameLicense #DateI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of MinnesotaSignature1/10/2023 4:59:56 PMA0.10PUDEXTERIOR RENDERINGS(7200 & 7250)Author Checker06/30/227200 & 7250FRANCE AVE7250 FRANCE AVE, EDINA, MN55435FINAL PUD01/10/2023222702No. DescriptionDatePage 1092 of 1184 UPDNUPA65BCEFH3214D78G1.21A2.2 PUD1A2.3 PUD3%[No Slope](-25)14' - 3"11' - 0"25' - 0"36' - 0"36' - 0"36' - 0"26' - 0"36' - 0"46' - 0"12' - 0"12' - 0"46' - 0"30' - 0"46' - 0"8' - 0"AREA OF OFFICE BUILDING (ABOVE) SHOWN SHADEDSLOPE DOWNFLATFLATFLATFLATFLATDOWN TO P3SLOPE DOWN3%3%73' - 6"73' - 6"73' - 6"7' - 6"EXHAUST LOUVER AND SHAFT UP TO CEILING OF P1P201GENERATORRMAREA WELLAREA WELLAREA WELL18201112161620P1 PARKING: 103 STALLSP2 PARKING: 114 STALLSTOTAL BELOW GRADE PARKING:217 STALLSA65BCEFH321D78G1.21A2.2 PUD1A2.4 PUD1A2.3 PUD2A2.3 PUDENTRANCE TO P1: 848.0'(-15)3%TRANSFER BEAM CONDITION AT HATCHED AREAS46'-0"12'-0"12'-0"46'-0"30'-0"46'-0"7'-2"14' - 3"11' - 0"25' - 0"36' - 0"36' - 0"36' - 0"26' - 0"36' - 0"AREA OF OFFICE BUILDING (ABOVE) SHOWN SHADEDSLOPE DOWNFLATFLATFLATFLATFLATSLOPE DOWNSLOPE DOWNDOWN TO P2MECH SHAFT3%3%78' - 6 1/2"EXHAUST 17' - 3"AREA WELLAREA WELLAREA WELLSTAIR-SSOUTHSTAIRP106CHILLERSP107FIRESUPRESSION??P102ELECP101ELEVATORLOBBYP105MDFP103ELECP104TRASH15171011161618P1 PARKING: 103 STALLSP2 PARKING: 114 STALLSTOTAL BELOW GRADE PARKING:217 STALLSPROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONTyped or Printed NameLicense #DateI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of MinnesotaSignature1/10/2023 4:59:57 PMA1.1PUD7250 FLOOR PLANSAuthor Checker01/09/237200 & 7250FRANCE AVE7250 FRANCE AVE, EDINA, MN55435FINAL PUD01/10/2023222702No. DescriptionDate1/16" = 1'-0"A1.1 PUD2PUD - LEVEL P2 FLOOR PLAN OVERALL (1/16")1/16" = 1'-0"A1.1 PUD1PUD - LEVEL P1 FLOOR PLAN OVERALL (1/16")Page 1093 of 1184 UPDNUPNO PARKING DNA65BCEFH3214D78G1.27' - 6"46' - 0"12' - 0"12' - 0"14' - 0"32' - 0"30' - 0"38' - 0"8' - 0"8' - 0"STAIR-BSTAIR B108EXITCORRIDOR107MECHANICAL7' - 2"7' - 2"11' - 0"25' - 0"36' - 0"36' - 0"36' - 0"26' - 0"36' - 0"6' - 10"2%113HOSPITALITY112COFFEE118TENANT A109TENANT B110BUILDINGLOBBY102ELEC101ELEVATORLOBBYSTAIR-ASTAIR A114BIKELOUNGE117SHOWER118IDF105WOMEN106MEN103CORRIDOR104JANITOR116EXITPASSAGEEWAY111VESTIBULE207' - 6"220' - 0"103CORRIDOR105WOMENA5BCEFH3214DG1.28' - 0"46' - 0"30' - 0"46' - 0"6' - 0"5' - 2"36' - 0"36' - 0"36' - 0"36' - 0"26' - 0"36' - 0"4' - 10"216' - 0"136' - 0"215TRAINING214PREP201ELEVLOBBYSTAIR-NNORTHSTAIR202ELECOPEN STAIRSTAIR- SSOUTHSTAIR208TENANT207MECH213OFFICE211BOARDROOM212CONF203CORRIDOR205WOMEN206MEN204JANITOR32' - 0"PROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONTyped or Printed NameLicense #DateI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of MinnesotaSignature1/10/2023 5:00:00 PMA1.2PUD7250 FLOOR PLANSAuthor Checker01/09/237200 & 7250FRANCE AVE7250 FRANCE AVE, EDINA, MN55435FINAL PUD01/10/2023222702No. DescriptionDate1/16" = 1'-0"A1.2 PUD1LEVEL 1 FLOOR PLAN & SITE PLAN OVERALL1/16" = 1'-0"A1.2 PUD2LEVEL 2 FLOOR PLAN OVERALLPage 1094 of 1184 AA55BBCCEEFFHH33221144DDGG1.21.28' - 0"14' - 0"32' - 0"30' - 0"46' - 0"6' - 0"136' - 0"5' - 2"36' - 0"36' - 0"36' - 0"36' - 0"26' - 0"36' - 0"4' - 10"216' - 0"STAIR-SSOUTHSTAIR307MECH308TENANT305WOMEN306MEN303CORRIDOR302ELEC301ELEVATORLOBBYSTAIR-NNORTHSTAIR304JANITORAA55BBCCEEFFHH33221144DDGG1.21.214' - 0"32' - 0"30' - 0"46' - 0"6' - 0"5' - 2"36' - 0"36' - 0"36' - 0"36' - 0"26' - 0"36' - 0"ROOFTERRACEROOF AND OVERFLOW DRAINSSTAIR-NNORTHSTAIR402ELEC401ELEVATORLOBBYSTAIR-SSOUTHSTAIR408TENANT407MECH406MEN405WOMEN403CORRIDOR404JANITORPROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONTyped or Printed NameLicense #DateI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of MinnesotaSignature1/10/2023 5:00:03 PMA1.3PUD7250 FLOOR PLANSAuthor Checker01/09/237200 & 7250FRANCE AVE7250 FRANCE AVE, EDINA, MN55435FINAL PUD01/10/2023222702No. DescriptionDate1/16" = 1'-0"A1.3 PUD1PUD - LEVEL 3 FLOOR PLAN OVERALL (1/16")1/16" = 1'-0"A1.3 PUD2PUD - LEVEL 4 FLOOR PLAN OVERALL (1/16")Page 1095 of 1184 AABBCCEEFFHH33221144DDGG1.21.2TENANT ROOF TERRACE32' - 0"30' - 0"38' - 0"8' - 0"11' - 0"25' - 0"36' - 0"36' - 0"36' - 0"26' - 0"36' - 0"206' - 0"R3ROOF AND OVERFLOW DRAIN BELOW PAVERSROOF CURBROOF AND OVERFLOW DRAINSR2502ELEC501ELEVATORLOBBY509TENANT510TENANT508EXITCORRIDORSTAIR-SSOUTHSTAIR507MECHSTAIR-NNORTHSTAIR505WOMEN506MEN503CORRIDOR504JANITOR108' - 0"A5BCEFH3214DG1.2MEMBRANE ROOFMEMBRANE ROOF14' - 0"32' - 0"30' - 0"38' - 0"8' - 0"11' - 0"25' - 0"36' - 0"36' - 0"36' - 0"26' - 0"36' - 0"SCREENEDMECHANICAL AREAROOF LEVELRELOCATE EXIST CELL TOWER TO ROOF, LOCATION TBD206' - 0"ESb51/4" / 1' - 0"1/4" / 1' - 0"1/4" / 1' - 0"5/16" / 1' - 0"ROOF AND OVERFLOW DRAINSSTAIR-N ROOF ACCESS122' - 0"PROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONTyped or Printed NameLicense #DateI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of MinnesotaSignature1/10/2023 5:00:08 PMA1.4PUD7250 FLOOR PLANSAuthor Checker01/09/237200 & 7250FRANCE AVE7250 FRANCE AVE, EDINA, MN55435FINAL PUD01/10/2023222702No. DescriptionDate1/16" = 1'-0"A1.4 PUD1PUD - LEVEL 5 FLOOR PLAN OVERALL (1/16")1/16" = 1'-0"A1.4 PUD2PUD - ROOF PLAN (1/16")Page 1096 of 1184 LEVEL 1100' - 0"LEVEL 2120' - 0"ALEVEL 3133' - 6"LEVEL 4147' - 0"LEVEL 5160' - 6"ROOF174' - 0"LEVEL P188' - 6"BCEFHLEVEL P278' - 6"DGMECH SCREEN184' - 0"10' - 0"13' - 6"13' - 6"13' - 6"13' - 6"20' - 0"11' - 6"10' - 0"METAL FLASHINGEXTENTS OF PARKING SHOWN DASHEDEXTENTS OF BELOW GRADE PARKING SHOWN DASHED3B5A3Aa3Ab3Ab3Aa3Ab5A3Aa3Ab5A14A3Aa8A8A8A8A8A8A14A3Ab3Ab3Aa15A3B3B15A15A14A8B8Ba8B5Aa8Ba8B12A8B74' - 0"TO BE VFY'DMECH ENCLOSURE HT7' - 0"9' - 6"42' - 6"17' - 0"3' - 0"15A8Aa8Aa8Aa8Aa8Aa8Aa8Aa8Aa8Aa8Aa8Aa8Aa8Aa8Aa8Aa8Aa8Aa8Aa8Aa8Aa8Aa8Aa8Aa8Aa8Aa8Aa8Aa77' - 0"10B10B10B10A5' - 0"PROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONTyped or Printed NameLicense #DateI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of MinnesotaSignature1/10/2023 5:00:25 PMA2.1PUD7250 ELEVATIONAuthor Checker01/09/237200 & 7250FRANCE AVE7250 FRANCE AVE, EDINA, MN55435FINAL PUD01/10/2023222702No. DescriptionDate1/8" = 1'-0"A2.1 PUD1EXTERIOR ELEVATION - EAST - PUDEXTERIOR MATERIAL & ELEMENT KEYNOTES3Aa ARCHITECTURAL PRECAST COLOR #1 - NATURAL STONE - SAND BLAST FINISH3Ab ARCHITECTURAL PRECAST COLOR #1 - POLISHED FINISH3B ARCHITECTURAL PRECAST COLOR #2 - NORMAN RUNNING BOND PATTERN5A METAL PANEL COLOR #1 - FLAT LOCK PANEL5Aa METAL PANEL COLOR #1 - FLAT LOCK PANEL @ MECHANICAL SCREEN5B METAL PANEL COLOR #2 - MCM PANEL5Ba METAL PANEL COLOR #2 - MCM PANEL @ ROOF PARAPET5C METAL PANEL COLOR #3 - MCM SOFFIT PANEL5D METAL PANEL COLOR #1 - MCM PANEL @ MECHANICAL SCREENING8A STRUCTURAL GLAZED CURTAIN WALL SYSTEM8Aa STRUCTURAL CURTAIN WALL SYSTEM W/ EXTENDED FACE COVER AT FRAME8Ab CURTAIN WALL SYSTEM - PUNCHED OPENING WITH INTEGRATED VERTICAL FIN AT HEAD8B WINDOW WALL SYSTEM8Ba WINDOW WALL SYSTEM - BACK-PAINTED SPANDREL PANEL8Bc WINDOW WALL SYSTEM - MECHANICAL LOUVER INFILL PANEL10A PREFINISHED METAL CAP FLASHING10B PREFINISHED METAL FLASHING ACCENT11A ARCHITECTURAL MECHANICAL LOUVER12A ALUMINUM RAILING & GLASS PANEL INFILL SYSTEM14A CUSTOM EXTERIOR SCONCE LIGHTING FIXTURE15A TENANT SIGNAGE - SIZE AND TYPE TBDPage 1097 of 1184 LEVEL 1100' - 0"LEVEL 2120' - 0"LEVEL 3133' - 6"LEVEL 4147' - 0"LEVEL 5160' - 6"ROOF174' - 0"LEVEL P188' - 6"5LEVEL P278' - 6"3214MECH SCREEN184' - 0"1.210' - 0"11' - 6"20' - 0"13' - 6"13' - 6"13' - 6"13' - 6"10' - 0"EXTENTS OF BELOW GRADE PARKING SHOWN DASHED21' - 6"74' - 0"3Ab3Aa3Aa3Aa3B3Aa3Ab3B10B5A10B3Ab3Aa3B5Ba8B8Ba8Ba8Aa12A14A8Aa8Aa8Aa8Aa8Aa8B8Ba8B5A5Aa8Aa8Aa8Aa8Aa8Aa8Aa14A14A8A15A15A15A8A8A3Aa12A3' - 0"17' - 0"29' - 0"23' - 7 3/8"3' - 10 7/8"7' - 5 3/4"10A10AMETAL CANOPY BEYOND77' - 0"7' - 0"SETBACK OVER 60'-0"10' - 0"STEPBACK16' - 8 1/4"PROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONTyped or Printed NameLicense #DateI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of MinnesotaSignature1/10/2023 5:00:59 PMA2.2PUD7250 ELEVATIONAuthor Checker01/09/237200 & 7250FRANCE AVE7250 FRANCE AVE, EDINA, MN55435FINAL PUD01/10/2023222702No. DescriptionDate1/8" = 1'-0"A2.2 PUD1EXTERIOR ELEVATION - NORTH - PUDEXTERIOR MATERIAL & ELEMENT KEYNOTES3Aa ARCHITECTURAL PRECAST COLOR #1 - NATURAL STONE - SAND BLAST FINISH3Ab ARCHITECTURAL PRECAST COLOR #1 - POLISHED FINISH3B ARCHITECTURAL PRECAST COLOR #2 - NORMAN RUNNING BOND PATTERN5A METAL PANEL COLOR #1 - FLAT LOCK PANEL5Aa METAL PANEL COLOR #1 - FLAT LOCK PANEL @ MECHANICAL SCREEN5B METAL PANEL COLOR #2 - MCM PANEL5Ba METAL PANEL COLOR #2 - MCM PANEL @ ROOF PARAPET5C METAL PANEL COLOR #3 - MCM SOFFIT PANEL5D METAL PANEL COLOR #1 - MCM PANEL @ MECHANICAL SCREENING8A STRUCTURAL GLAZED CURTAIN WALL SYSTEM8Aa STRUCTURAL CURTAIN WALL SYSTEM W/ EXTENDED FACE COVER AT FRAME8Ab CURTAIN WALL SYSTEM - PUNCHED OPENING WITH INTEGRATED VERTICAL FIN AT HEAD8B WINDOW WALL SYSTEM8Ba WINDOW WALL SYSTEM - BACK-PAINTED SPANDREL PANEL8Bc WINDOW WALL SYSTEM - MECHANICAL LOUVER INFILL PANEL10A PREFINISHED METAL CAP FLASHING10B PREFINISHED METAL FLASHING ACCENT11A ARCHITECTURAL MECHANICAL LOUVER12A ALUMINUM RAILING & GLASS PANEL INFILL SYSTEM14A CUSTOM EXTERIOR SCONCE LIGHTING FIXTURE15A TENANT SIGNAGE - SIZE AND TYPE TBDPage 1098 of 1184 LEVEL 1100' - 0"LEVEL 2120' - 0"ALEVEL 3133' - 6"LEVEL 4147' - 0"LEVEL 5160' - 6"ROOF174' - 0"LEVEL P188' - 6"BCEFHLEVEL P278' - 6"DGLEVEL P368' - 6"EXTENTS OF BELOW GRADE PARKING SHOWN DASHEDEXTENTS OF BELOW GRADE PARKING SHOWN DASHEDMCM METAL PANEL CANOPY PROFILE AND SOFFIT PANELS. LIGHTING ELEMENTS TO BE LOCATED IN UNDERSIDE OF CANOPY10B5APJPJPJPJPJPJPJPJ3Ab3Aa3B3Ab5A10B3B3Ab3Aa74' - 0"31' - 6"20' - 0"13' - 6"13' - 6"13' - 6"13' - 6"11' - 6"10' - 0"10' - 0"15A8B8Ba7' - 0"3' - 0"2' - 0"23' - 0"29' - 0"17' - 0"3' - 0"8B8Ba14A14A3Aa3Ab3Aa14A12A3B14A8A15A8Ba8Ba8Ba8Ba8B8B8B8B8B8Ba10A8B10A5C77' - 0"7' - 0"7' - 0"5B5Aa8Aa8Aa8Aa8Aa8Aa8Aa8Aa8Aa8Aa8Aa8Aa8Aa8Ab8Ab8Ab8Ab8Ab8Ab8Ab8Ab8Ab8Ab5B32' - 0"LEVEL 1100' - 0"ALEVEL P188' - 6"BCEFHDGMURAL -ART INSTALLATION, DESIGN TBDLINE OF RAMP IN FOREGROUND SHOWN DASHEDSEE LANDSCAPE DRAWINGS FOR EXTENT OF PLANINGS LOCATED ALONG EXTENT OF RAMP ELEVATIONPROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONTyped or Printed NameLicense #DateI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of MinnesotaSignature1/10/2023 5:01:28 PMA2.3PUD7250 ELEVATIONAuthor Checker01/09/237200 & 7250FRANCE AVE7250 FRANCE AVE, EDINA, MN55435FINAL PUD01/10/2023222702No. DescriptionDate1/8" = 1'-0"A2.3 PUD1EXTERIOR ELEVATION - WEST - PUD1/8" = 1'-0"A2.3 PUD2EXTERIOR ELEVATION - WEST @ LEVEL P1 PARKING ENTRANCE - PUDEXTERIOR MATERIAL & ELEMENT KEYNOTES3Aa ARCHITECTURAL PRECAST COLOR #1 - NATURAL STONE - SAND BLAST FINISH3Ab ARCHITECTURAL PRECAST COLOR #1 - POLISHED FINISH3B ARCHITECTURAL PRECAST COLOR #2 - NORMAN RUNNING BOND PATTERN5A METAL PANEL COLOR #1 - FLAT LOCK PANEL5Aa METAL PANEL COLOR #1 - FLAT LOCK PANEL @ MECHANICAL SCREEN5B METAL PANEL COLOR #2 - MCM PANEL5Ba METAL PANEL COLOR #2 - MCM PANEL @ ROOF PARAPET5C METAL PANEL COLOR #3 - MCM SOFFIT PANEL5D METAL PANEL COLOR #1 - MCM PANEL @ MECHANICAL SCREENING8A STRUCTURAL GLAZED CURTAIN WALL SYSTEM8Aa STRUCTURAL CURTAIN WALL SYSTEM W/ EXTENDED FACE COVER AT FRAME8Ab CURTAIN WALL SYSTEM - PUNCHED OPENING WITH INTEGRATED VERTICAL FIN AT HEAD8B WINDOW WALL SYSTEM8Ba WINDOW WALL SYSTEM - BACK-PAINTED SPANDREL PANEL8Bc WINDOW WALL SYSTEM - MECHANICAL LOUVER INFILL PANEL10A PREFINISHED METAL CAP FLASHING10B PREFINISHED METAL FLASHING ACCENT11A ARCHITECTURAL MECHANICAL LOUVER12A ALUMINUM RAILING & GLASS PANEL INFILL SYSTEM14A CUSTOM EXTERIOR SCONCE LIGHTING FIXTURE15A TENANT SIGNAGE - SIZE AND TYPE TBDPage 1099 of 1184 LEVEL 1100' - 0"LEVEL 2120' - 0"LEVEL 3133' - 6"LEVEL 4147' - 0"LEVEL 5160' - 6"ROOF174' - 0"LEVEL P188' - 6"65LEVEL P278' - 6"321481.2METAL CANOPY BEYONDEXTENTS OF BELOW GRADE PARKING SHOWN DASHED5A3Ab10BPJPJPJPJPJPJ5A10B3Ab3Aa3Aa3Aa3B77' - 0"13' - 6"13' - 6"13' - 6"13' - 6"20' - 0"11' - 6"10' - 0"10' - 0"3' - 0"11' - 6"62' - 6"5Aa14A3Aa3Ab8B8Aa8Aa10A12A11A11A8Ab8Ab8Ab8Ab8Ab11A11A11A11A11A11A14A8B8Ba8Ab8Ab15A10A8Bc8Bc2' - 0"8A8A3Aa3BFRANCE AVE7' - 0"SETBACK16' - 8 1/4"PROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONTyped or Printed NameLicense #DateI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of MinnesotaSignature1/10/2023 5:02:13 PMA2.4PUD7250 ELEVATIONAuthor Checker01/09/237200 & 7250FRANCE AVE7250 FRANCE AVE, EDINA, MN55435FINAL PUD01/10/2023222702No. DescriptionDate1/8" = 1'-0"A2.4 PUD1EXTERIOR ELEVATION - SOUTH - PUDEXTERIOR MATERIAL & ELEMENT KEYNOTES3Aa ARCHITECTURAL PRECAST COLOR #1 - NATURAL STONE - SAND BLAST FINISH3Ab ARCHITECTURAL PRECAST COLOR #1 - POLISHED FINISH3B ARCHITECTURAL PRECAST COLOR #2 - NORMAN RUNNING BOND PATTERN5A METAL PANEL COLOR #1 - FLAT LOCK PANEL5Aa METAL PANEL COLOR #1 - FLAT LOCK PANEL @ MECHANICAL SCREEN5B METAL PANEL COLOR #2 - MCM PANEL5Ba METAL PANEL COLOR #2 - MCM PANEL @ ROOF PARAPET5C METAL PANEL COLOR #3 - MCM SOFFIT PANEL5D METAL PANEL COLOR #1 - MCM PANEL @ MECHANICAL SCREENING8A STRUCTURAL GLAZED CURTAIN WALL SYSTEM8Aa STRUCTURAL CURTAIN WALL SYSTEM W/ EXTENDED FACE COVER AT FRAME8Ab CURTAIN WALL SYSTEM - PUNCHED OPENING WITH INTEGRATED VERTICAL FIN AT HEAD8B WINDOW WALL SYSTEM8Ba WINDOW WALL SYSTEM - BACK-PAINTED SPANDREL PANEL8Bc WINDOW WALL SYSTEM - MECHANICAL LOUVER INFILL PANEL10A PREFINISHED METAL CAP FLASHING10B PREFINISHED METAL FLASHING ACCENT11A ARCHITECTURAL MECHANICAL LOUVER12A ALUMINUM RAILING & GLASS PANEL INFILL SYSTEM14A CUSTOM EXTERIOR SCONCE LIGHTING FIXTURE15A TENANT SIGNAGE - SIZE AND TYPE TBDPage 1100 of 1184 PROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONTyped or Printed NameLicense #DateI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of MinnesotaSignature1/10/2023 5:02:13 PMA2.5PUD7250 EXTERIORMATERIALSESG ESG06/30/227200 & 7250FRANCE AVE7250 FRANCE AVE, EDINA, MN55435FINAL PUD01/10/2023222702LEVEL 1 MATERIALSLEVELS 2-5 MATERIALSROOF MATERIALSCURTAIN WALL SYSTEM(KEYNOTE 8)ARCHITECTURAL PRECAST -COLOR 1(KEYNOTE 3)STONE BASE(KEYNOTE 3)METAL PANEL -COLOR 1(KEYNOTE 5)METAL PANEL -COLOR 1(KEYNOTE 5)HYBRID WINDOW WALL -SSG SYSTEM (KEYNOTE 8)ARCHITECTURAL BRICK(KEYNOTE 3)METAL PANEL -COLOR 2(KEYNOTE 5)FLAT LOCK ZINC PANEL (KEYNOTE 5A)No. DescriptionDateMETAL PANEL SCREEN -COLOR 1 (KEYNOTE 5Aa)EXTERIOR MATERIAL & ELEMENT KEYNOTES3Aa ARCHITECTURAL PRECAST COLOR #1 - NATURAL STONE - SAND BLAST FINISH3Ab ARCHITECTURAL PRECAST COLOR #1 - POLISHED FINISH3B ARCHITECTURAL PRECAST COLOR #2 - NORMAN RUNNING BOND PATTERN5A METAL PANEL COLOR #1 - FLAT LOCK PANEL5Aa METAL PANEL COLOR #1 - FLAT LOCK PANEL @ MECHANICAL SCREEN5B METAL PANEL COLOR #2 - MCM PANEL5Ba METAL PANEL COLOR #2 - MCM PANEL @ ROOF PARAPET5C METAL PANEL COLOR #3 - MCM SOFFIT PANEL5D METAL PANEL COLOR #1 - MCM PANEL @ MECHANICAL SCREENING8A STRUCTURAL GLAZED CURTAIN WALL SYSTEM8Aa STRUCTURAL CURTAIN WALL SYSTEM W/ EXTENDED FACE COVER AT FRAME8Ab CURTAIN WALL SYSTEM - PUNCHED OPENING WITH INTEGRATED VERTICAL FIN AT HEAD8B WINDOW WALL SYSTEM8Ba WINDOW WALL SYSTEM - BACK-PAINTED SPANDREL PANEL8Bc WINDOW WALL SYSTEM - MECHANICAL LOUVER INFILL PANEL10A PREFINISHED METAL CAP FLASHING10B PREFINISHED METAL FLASHING ACCENT11A ARCHITECTURAL MECHANICAL LOUVER12A ALUMINUM RAILING & GLASS PANEL INFILL SYSTEM14A CUSTOM EXTERIOR SCONCE LIGHTING FIXTURE15A TENANT SIGNAGE - SIZE AND TYPE TBDPage 1101 of 1184 7200-7250 Tree Replacement Plans and Visualizations4/10/2025 Page 1102 of 1184 New Planting Plan Page 1103 of 1184 Original Approved Planting Plan Page 1104 of 1184 Existing Tree Canopy Page 1105 of 1184 Additional Tree Planting Page 1106 of 1184 18'-20' White Pine Planting in Brown Yard Page 1107 of 1184 Additional Deciduous Tree Planting on Slope Page 1108 of 1184 Additional Deciduous Planting on Lower Slope Page 1109 of 1184 Additional Evergreen Planting for Screening Page 1110 of 1184 Existing Conditions Page 1111 of 1184 Tree Replacement Plan Winter Day One Page 1112 of 1184 Tree Replacement Plan Winter 10-20 Years Page 1113 of 1184 Tree Repacement Plan Summer Day One Page 1114 of 1184 Tree Replacement Plan Summer Page 1115 of 1184 Tree Repacement Plan Summer 10-20 Years Page 1116 of 1184 Previously Approved Tree Removal Plan Page 1117 of 1184 Site Location Page 1118 of 1184 Page 1119 of 1184 Lot Line Page 1120 of 1184 Trees were to supposed to remain Lot line Page 1121 of 1184 Lot Line Page 1122 of 1184 Page 1123 of 1184 Page 1124 of 1184 Previously Approved Tree Removal Plan Page 1125 of 1184 MINA' A _ < O RESOLUTION NO. 2023-11 APPROVING A ZONING ORDINANCE AMENDMENT AND REVISED OVERALL DEVELOPMENT PLAN, FINAL REZONING, SITE IMPROVEMENT PLAN AGREEMENT (SIPA) AND FINAL SITE PLAN REVIEW FOR PHASE 1 7250 AND 7200 FRANCE AVENUE BE IT RESOLVED by the City Council of the City of Edina, Minnesota, as follows: Section I. BACKGROUND. 1.01 Orion Investment is requesting a Zoning Ordinance Amendment for a completely new redevelopment project for the subject property. This site received a rezoning approval to Planned Unit Development-I6 in 2019; however, the project was never constructed. The underlying, or previous zoning on the site is POD, Planned Office District. The existing PUD would allow two six-story buildings with 299 unit of housing and 30,000 square feet of retail/restaurants and 10 owner occupied townhomes. The previous POD, Planned Office District would allow 113,000 square feet of office/medical office use. 1.02 The property is legally described as follows: Lot 44, Block I, Oscar Roberts 1st Addition, Hennepin County. The North 325 Feet of the East 520 Feet of the Southeast 1/4 of the Northeast 1/4 Except Road. (7200 & 7250 France. 1.03 The existing office buildings and parking ramp on the sites would be removed. The existing parking ramp is in a very poor state of repair. The project would be developed in two phases. The first phase would be the construction of a five-story 124,620 square foot office building and coffee shop with underground parking at the 7250 France Site. The 7200 site would include a ponding area, sidewalks, green space, landscaping and surface parking where the future building pad would be. 1.04 Phase 2 would include a similar sized building in height and square footage, with the future use of housing or hotel (150 units/rooms) with or without retail. Permanent parking for Phase I would be required to be included in the Phase 2 development. 1.05 An Overall Development and Ordinance Amendment establishing the PUD-I6 District were approved by the City Council on April 2', 2019. 1.06 To accommodate the request, the following is requested: â A Rezoning/Ordinance Amendment to revise the PUD-16, Planned Unit Development District to establish a new Overall Development Plan and Site Plan review for Phase I. CITY OF EDINA 4801 West 50th Street • Edina, Minnesota 55424 www.EdinaMN.gov • 952-927-8861 • Fax 952-826-0389 Page 1126 of 1184 RESOLUTION NO. 2023-11 Page 2 1.07 On September 14, 2022, the Planning Commission held a public hearing and recommended approval of the request with the added condition that the bike and pedestrian connections be separated from the north/south street/connector. Vote: 6 Ayes and 0 Nays. 1.08 On September 20th, 2022, the City Council held a public hearing and considered the request. 1.09 On October 18, 2022, the City Council granted preliminary approval of the requests. 1.10 On January 10, 2023 the applicant submitted revised plans. 1.11 On February 7, 2023, the City Council granted final approval including the SIPA for Phase I. Section 2. FINDINGS 2.01 Approval is based on the following findings: I. The proposed land uses, and density are consistent with the Comprehensive Plan. 2. The proposal still meets the City's criteria for PUD zoning. The PUD zoning would: a. Create a more pedestrian-friendly development with the construction of improved sidewalks and connections to the Promenade. The project would bring vibrancy to the area. b. The building would be of high-quality architectural brick, metal, stone, and glass. c. Ensure that the buildings proposed in Phase I would be the only buildings built on the site unless an amendment to the PUD is approved by City Council. Phase 2 would be required to be multi-family residential or hospitality with possibly some retail commercial as long as there is adequate parking on the site for all phases. d. If housing is constructed in Phase 2, the project would add to the City's affordable housing stock by providing 10% of the units for affordable housing. e. Provide for a more creative site design, consistent with goals and policies in the Comprehensive Plan. f. Enhance green space and landscaping and utilize sustainable concepts. g. Meet the City's sustainability policy, including seeking a LEED certified building in Phase I. h. Provide 19% of the site for public use. 3. The PUD would ensure that the development proposed would be the only building that would be allowed on the site unless an amendment to the PUD is approved by City Council. 4. The plans address the Greater Southdale District Design Experience Guidelines as follows: The division of the property into smaller blocks and the provision of pedestrian, bicycle and vehicle access and connections through the site both east-west and north- south; increasing the public realm on the site; eliminating most of the surface parking stalls, with none being visible from France Avenue in the Phase 2 build out. If housing on Page 1127 of 1184 RESOLUTION NO. 2023-11 Page 3 Phase 2 is constructed, affordable housing should be required within the future apartment project. Public art will be located along France Avenue and the connecting plaza. 5. The proposed project would meet the following goals and policies of the Comprehensive Plan: â Primary uses are offices, attached or multifamily housing. Secondary uses: Limited retail and service uses (not including "big box" retail). â Encourage structured parking and open space linkages where feasible; emphasize the enhancement of the pedestrian environment. â Locate and orient vehicle parking, vehicular access, service areas and utilities to minimize their visual impact on the property and on adjacent/surrounding properties, without compromising the safety and attractiveness of adjacent streets, parks, and open spaces. â Provide sidewalks along primary streets and connections to adjacent neighborhoods along secondary streets or walkways. â Limit driveway access from primary streets while encouraging access from secondary streets. â Provision of the north-south public vehicle, bike and pedestrian connection through the site. â Encourage the development of parking lots or structures so they can be shared by more than one building on the site or by buildings on neighboring sites, and which can transition over time to other uses if parking needs change. â Increase mixed-use development where supported by adequate infrastructure to minimize traffic congestion, support transit, and diversify the tax base. â Support the development of mixed-use districts that provide a variety of living opportunities within a walkable and livable area. â Recognize and support commercial, office, and industrial job centers that draw workers from the city and across the region. â Ensure that the city's roads continue to evolve to act as connectors, rather than as barriers. Incorporate amenities and infrastructure into public corridors to make them beautiful, efficient, and multimodal public spaces that contribute to community identity and pride. â 50%/50% estimated residential/commercial mixed-use. 6. The existing roadways and proposed parking would support the project. Stantec conducted a traffic and parking impact study and concluded that the proposed development could be supported by the existing roads and proposed parking. 7. The revised plans are consistent with the Preliminary Plans and meet the conditions required at Preliminary approval. Page 1128 of 1184 RESOLUTION NO. 2023-11 Page 4 Section 3. APPROVAL NOW THEREFORE, it is hereby resolved by the City Council of the City of Edina, grants final approval of the Ordinance Amendment, Revised Overall Development Plan, SIPA and Site Plan for Phase I. Approval is subject to the following conditions: I. The Final Landscape Plan must meet all minimum landscaping requirements per Chapter 36 of the Zoning Ordinance. A performance bond, letter-of-credit, or cash deposit must be submitted for one and one-half times the cost amount for completing the required landscaping, screening, or erosion control measures at the time of any building permit. 2. Provision of code compliant bike racks for each use near the building entrances. 3. The Final Lighting Plan must meet all minimum requirements per Section 36-1260 of the City Code. 4. Roof-top mechanical equipment shall be screened per Section 36-1459 of the City Code. 5. Submit a copy of the Nine Mile Creek Watershed District permit. The City may require revisions to the approved plans to meet the district's requirements. 6. A Developer's Agreement/Site Improvement Plan Agreement is required at the time of Final Approval. 7. If Phase 2 of the project includes a housing project, it must be compliant with the City's affordable housing policy. Final determination to be made at final approval for Phase 2. 8. Phase 2 retail, housing or hotel uses must have entrances on the two street frontages, 72' Street and France Avenue. 9. Compliance with the conditions outlined in the director of engineering's memo dated September 1, 2022. 10. Compliance with the Stantec Consulting Traffic & Parking Study recommendations. 11. Subject to the Zoning Ordinance Amendment revising the PUD-16, Planned Unit Development for this site. 12. Public sidewalks must be a minimum of 5 feet in width with a 5-foot boulevard on Gallagher Drive and West 72nd Street, and 8 feet minimum width with an 8-foot boulevard on France Avenue. 13. Dedication of public access easements of the east-west and north-south sidewalks and drive- aisles through the site and sidewalks around the perimeter of the site. Page 1129 of 1184 RESOLUTION NO. 2023-1 I Page 5 14. Submittal of a construction management plan subject to review and approval of city staff prior to issuance of a building permit. The plan must demonstrate minimal impact to pedestrian and vehicle movement. 15. Hours of construction must be consistent with City Code. 16. The property owner shall be responsible for the maintenance of internal sidewalks and drive aisles. The City would snow plow a 5-foot path of the sidewalk on France. The property owners would be responsible for the remaining areas. 17. Public art should be provided along street frontages and the courtyard/plaza valued at, at least $100,000. 18. Final Plans shall comply with the street typologies in the Southdale Design Experience Guidelines along France Avenue and the building step in at least ten feet at the 60-foot building height. 19. The bike and pedestrian connections be separated from the north/south street/connector on the west side of the proposed buildings. 20. The building height for phase 2 shall be limited to 6 stories and 72 feet tall to the roof line, including a ceiling height requirement of 16 feet on the main level. 21. The existing trees along the west lot line shall be preserved to provide screening from the residential homes to the west. If they do not survive, additional trees shall be planted in the area to provide screening at a variety of species and sizes, subject to approval of the City Forester. 22. Landscaping shall be added on the west side of the surface parking lot at a sufficient height to screen vehicles from the residential property to the west. The retaining walls shall be planted with vines or vegetation to cover the concrete walls. 23. Vegetation within the retention pond must be planted and maintained to the satisfaction of city staff. Page 1130 of 1184 aro Allis , City Clerk ames B. Hovland, Mayor STATE OF MINNESOTA COUNTY OF HENNEPIN )SS CITY OF EDINA RESOLUTION NO. 2023-11 Page 6 Adopted by the City Council of the City of Edina, Minnesota, on February 7, 2023. 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 February 7, 2023, and as recorded in the Minutes of said Regular Meeting. WITNESS my hand and seal of said City this 1— day of i 2023. 11111 !ew 4111 Sharon A Prison, City Clerk Page 1131 of 1184 Page 1132 of 1184 Page 1133 of 1184 Page 1134 of 1184 Page 1135 of 1184 Page 1136 of 1184 Conc. WalkW 72nd StLyman Ln6" CIP (5) Qb(1) Br3(2) Qb2(1) Qb2(2) Qb2(1) Co2(2) Ll(2) WP(2) Ll(3) WP(4) Ll(2) Br3(2) Br3(5) BHS(3) Ll(2) Ll(3) EX(1) Co2(1) Co2(1) Co2(6) RP(1) Qb2(7) BHSPROPERTY LINESYMBOLCODEQTYCOMMON / BOTANICAL NAMECONTCALSIZEDETAILDECIDUOUS TREESBr35RIVER BIRCH (MULTI TRUNK) / BETULA NIGRAB & B2.5"CALCo22COMMON HACKBERRY / CELTIS OCCIDENTALISB & B3"CALEX3EXISTING TREE / EXISTING TREEN/AQb7SWAMP WHITE OAK / QUERCUS BICOLORB & B3.5"CALQb25SWAMP WHITE OAK / QUERCUS BICOLORB & B3"CALTs4AMERICAN LINDEN / TILIA AMERICANA `SENTRY`B & B3"CALEVERGREEN TREESLl13TAMARACK / LARIX LARICINAB & B7`8`BHS11BLACK HILLS SPRUCE / PICEA GLAUCA DENSATA15 GAL15'-16'RP6RED PINE / PINUS RESINOSAB & B10'-12'WP5WHITE PINE / PINUS STROBUSB & B10'-12'SYMBOLCODEQTYCOMMON / BOTANICAL NAMECONTDETAILSHRUBSAp220BOTTLEBRUSH BUCKEYE / AESCULUS PARVIFLORA5 GALCg16GRAY DOGWOOD / CORNUS RACEMOSA5 GALCs221CARDINAL RED TWIG DOGWOOD / CORNUS SERICEA `CARDINAL`5 GALCa25AMERICAN HAZELNUT / CORYLUS AMERICANA5 GALRl22CUTLEAF STAGHORN SUMAC / RHUS TYPHINA 'LACINATA'5 GALPERENNIALSPs68SHENANDOAH SWITCH GRASS / PANICUM VIRGATUM `SHENANDOAH`1 GALSm245BLUE HEAVEN LITTLE BLUESTEM / SCHIZACHYRIUM SCOPARIUM `MINNBLUEA`1 GALPLANT SCHEDULE .Conc. WalkW 72nd StLyman Ln 6" CIP (5) Qb(1) Br3(2) Qb2(1) Qb2(2) Qb2(1) Co2(2) Ll(2) WP(2) Ll(3) WP(4) Ll(2) Br3(2) Br3(5) BHS(3) Ll(2) Ll(3) EX(1) Co2(1) Co2(1) Co2(6) RP(1) Qb2(7) BHSPROPERTY LINEWEST PLANTING PLAN UPDATE1L100 20'40'10'0'SCALE:1"=20'SignatureTyped or Printed NameLicense #DatePROJECT NUMBERDRAWN BYCHECKED BYORIGINAL ISSUE:01/24/23REVISIONS:KEY PLANI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of Minnesota9/10/2021 11:30:10 AM 22113JC / MGTM7200-72507200-7250 France AvenueSouth, Edina, MNNo.DescriptionDateBID PACK 206/02/2023LANDSCAPE ARCHITECT530 N THIRD ST, SUITE 120,MINNEAPOLIS, MN 55102PH: 612.333.3702 FAX: 515.288.8359www.thinkconfluence.com01ASI 0104.28.2302BP-1 PERMITSET REVISIONS05.19.2303BP-2 FULL PERMIT06.02.23L100WEST PLANTINGPLAN UPDATEALL TREES CIRCLED IN RED HAVE BEEN REPLACED WITH DIFFERENT SPECIES ORHAVE BEEN ADDED. SEE SCHEDULE BELOW FOR PLANT COUNTSPLANTING UPDATE03/06/2025ADDITIONAL SCREENING MODIFICATIONSPage 1137 of 1184 Page 1138 of 1184 Page 1139 of 1184 Page 1140 of 1184 d PURCHASE REPORT Date: April 16, 2025 Item Activity: Approve Meeting: City Council Agenda Number: 9.3 Prepared By: Chad Millner, Engineering Director Item Type: Request for Purchase Department: Engineering Item Title: Request for Purchase: ENG 25-5 Vernon Avenue and Highway 100 Interchange Project Action Requested: Approve Request for Purchase for ENG 25-5 Vernon Avenue and Highway 100 Interchange Project with Ames Construction for $22,062,441. Information/Background: The City is partnering with Hennepin County in coordination with Minnesota Department of Transportation, to replace the bridge over Highway 100 and the Vernon Avenue (County Road 158) over the Canadian Pacific Kansas City (CPKC) Railroad. The overall project will also improve the intersections at Interlachen Boulevard, Gus Young Lane, Arcadia Avenue and the Highway 100 on- and off-ramps. The size of the existing sidewalk and the lack of separation from heavy traffic make this street uncomfortable for many pedestrians, creating a significant barrier within the Grandview District. Additionally, the interchange with TH 100 is a complicated and redundant system of six unique access ramps that connect to four different streets within the district. This project would improve safety and mobility for all users and eliminate redundant access ramps. Requisition Number: 12500092 Funding Source: Multiple Vendor: Ames Construction Equipment Status: Replacement Cost: $22,062,441.03 Resources/Financial Impacts: This project is funded by a combination of funding sources for the city's portion including MSA, city bonding, water utility, sanitary sewer utility, storm sewer utility, PACS, electrical operating budget, centennial lakes TIF, MnDOT in-kind construction services, local partnership program grant and regional solicitation grant. The city will hold the contract and seek reimbursements from Hennepin County and MnDOT. Relationship to City Policies: This project aligns with the Comprehensive Plan, Pedestrian & Bicycle Master Plan and Climate Action Plan. Page 1141 of 1184 Budget Pillar:Use text snippets to include pillars on the item report. Strong Foundation Better Together Values Impact:Use text snippets to include Values in the item report. Stewardship Replacing aging infrastructure at the appropriate time is sound asset management practice. Supporting Documentation: 1. ENG 25-5 Vernon & TH100 Interchange Award 2. ENG 25-5 Contract Page 1142 of 1184 City of Edina • 4801 W. 50th St. • Edina, MN 55424 Date: April 16, 2025 To: City Council From: Chad Millner, Engineering Director Subject: ENG25-5 Contract Award: Vernon Avenue and Highway 100 Interchange Project Recommendation Staff recommend awarding construction and professional service contracts. Background Recall during the design phase of the Vernon Avenue portion of the project, staff learned the Vernon Avenue bridge required a height increase over CPKC Railway. To meet transportation design standards, Vernon Avenue needed to be reconstructed to the existing Highway 100 Bridge. If federal dollars were spent to complete the work, no other improvements could be completed in that area for at least 20 years. Staff did not want to lose the opportunity to improve the safety and mobility of all users in the Grandview District. Therefore, the city applied for a grant to expand the project area to meet the project goals listed below and identified in many Grandview District visioning documents. This project will also provide space to increase the size of the city hall municipal campus and add a potential third fire station. Project Goals The following are the project goals: Improve safety and mobility for all users Create new separated pedestrian routes Improve traffic operations Consolidate TH 100 access points Improve connectivity between residential and commercial areas of the district Limit construction impacts to the public and create greater funding efficiency by combining City and County projects Enhance economic viability with improved access Project Timeline and Project Updates 2018 The Hennepin County Vernon Avenue Bridge 4510 over CP Railway Replacement Project was awarded funding in the 2018 Met Council Regional Solicitation. 2022 The City of Edina was awarded funding in the 2022 Met Council Regional Solicitation for the TH 100 / CSAH 158 (Vernon Avenue) Interchange Project. Page 1143 of 1184 Page 2 City of Edina • 4801 W. 50th St. • Edina, MN 55424 2023 – July 2024 The City of Edina combined both projects and will manage as one large project. Plans are complete and project is federally authorized. July 2024 – March 2025 All agreements need to be completed before the award of a contract. Agreements between Edina, Hennepin County and MnDOT will be completed soon. CPKC Rail Agreement COMPLETE August September 2024 February 2025 Advertise for bids (Delayed) COMPLETE September October 2024 March 2025 Open Bids (Delayed) COMPLETE October November2024 April 16, 2025 Award a contract (Delayed) November 15, 2024 Construction can begin without road closures. January 2025 April 21, 2025 Construction can begin with road closures. November 15, 2025 Substantial project completion and road re-opening. Funding The project had a successful bid opening on March 13. Two bids were submitted from Ames Construction and C.S. McCrossan at $22.06M and $22.45M, respectively. Factoring in indirect costs such as engineering and finance, the table below shows the current project estimates. March 13, 2025 Low Bid Project Cost Estimate Total Estimated Project Costs Hennepin County City of Edina MnDOT Federal Funding $11,213,200 $7,000,000 $4,213,200 City, County, State Funding $16,989,450 $5,416,250 $11,273,200 $300,000 TOTAL ESTIMATED PROJECT COST $28,202,650 $12,416,250 $15,486,400 $300,000 The table below shows cost estimates at specific points in time. The City of Edina is required to fund an estimated $11,273,200 with internally managed funds. Page 1144 of 1184 Page 3 City of Edina • 4801 W. 50th St. • Edina, MN 55424 Edina Portion of the Estimated Project Cost June 2024 Cost Estimate March 2025 Bids Federal Funding $4,213,200 $4,213,200 City of Edina Funding $11,257,404 $11,273,200 TOTAL EDINA PORTION OF THE ESTIMATED PROJECT COST $15,470,604 $15,486,400 The table below shows staff’s recommended funding at this time. The exact funding does not need to be determined now. Recall staff promised at the council retreat to have additional conversations about TIF account balances and how those could be used as part of the budget discussion. The Centennial Lakes TIF is the only TIF funding that can be legally used at this location. As stated at the council retreat, there is currently a $1.5 million cash balance. Edina continues to have a capital funding request in at the state legislature during this session for $5.3 million. Both these discussions could change how the project is funded. Staff recommend waiting to determine the exact funding until a budget discussion regarding TIF is complete and until more is known on the capital funding request. Edina Portion Funding Options for $11,273,200 Recommended Funding Municipal State Aid (MSA) $4,950,000 City Bonding $3,000,000 Water Utility $460,000 Sanitary Sewer Utility $62,000 Storm Sewer Utility $478,000 PACS Fund $200,000 Electrical Operating Budget $200,000 Page 1145 of 1184 Page 4 City of Edina • 4801 W. 50th St. • Edina, MN 55424 Centennial Lakes TIF – TBD during future budget discussions. $250,000 TBD MnDOT In-Kind Construction Services $700,000 Local Partnership Program Grant $1,000,000 State Bonding Request $5.3M TOTAL ESTIMATED PROJECT COST $11,273,200 Management of Traffic The project will be staged in three major phases as it impacts traffic. The first phase will close Vernon Ave and 50th Street from Interlachen Blvd to Grange Rd with the following exceptions. • Interlachen Blvd and Vernon Ave Intersection will remain open for the entire project but built in phases. • Southbound Highway 100 off-ramp at Vernon Ave will be routed south to the off-ramp onto Arcadia Ave between 5100 Eden and the Hilltop Restaurant. • Northbound Highway 100 on-ramps from 50th Street and from Grange Rd will remain open. The second major phase impacting traffic will occur after both bridges are built and the road between Interlachen Blvd and Grange Rd is complete except for the portions of the on and off-ramps that cross Vernon Ave and / or 50th Street. Northbound Highway 100 off-ramp to Grange Road will remain open during this phase. The third and final major phase will complete the northbound Highway 100 off-ramp to 50th Street. This will close the existing off-ramp to Grange Road. Communications Plan The project team is developing a robust communications plan. The goal is early and often communications to residents, businesses and impacted individuals. The team will create materials that will be available for others to use such as flyers and maps to help with understanding the project and traffic operations. Some of the communications will be tailored to businesses vs residents. The following are a list of communication channels being considered. Page 1146 of 1184 Page 5 City of Edina • 4801 W. 50th St. • Edina, MN 55424 Press Release, Friday Reports, Public Online Project Meeting Every Two Weeks, BetterTogetherEdina Website, Social Media, Email Updates, Direct Mailers, Edition: Edina, The Times, Video Updates, Interactive Online Map, and Advertisements Approx. City Project Limits Approx. County Project Limits Page 1147 of 1184 1 1/2015 ENG 24-3 CONTRACT NO. ENG 25-5 THIS AGREEMENT made this 16th day of April, 2025, by and between the CITY OF EDINA, a Minnesota municipal corporation (“City”) and Ames Construction, Inc., 2500 County Road 42 W, Burnsville, MN 55337-6911 (“Contractor”). City and Contractor, in consideration of the mutual covenants set forth herein, agree as follows: 1. CONTRACT DOCUMENTS. The following documents shall be referred to as the “Contract Documents,” all of which shall be taken together as a whole as the contract between the parties as if they were set verbatim and in full herein: A. This Agreement. B. Instructions to Bidders. C. Addenda number 1 and number 2. D. Specifications prepared by Lindsey Lawrence, PE, and Mark Daubenberger, PE dated February 12, 2025. E. Plan sheets dated June 18, 2024. F. Performance Bond. G. Payment Bond. H. Responsible Contractor Verification of Compliance I. Contractor’s Bid dated March 13, 2025. The Contract Documents are to be read and interpreted as a whole. The intent of the Contract Documents is to include all items necessary for the proper execution and completion of the Work and to require Contractor to provide the highest quality and greatest quantity consistent with the Contract Documents. If there are inconsistencies within or among part of the Contract Documents or between the Contract Documents and applicable standards, codes or ordinances, the Contractor shall provide the better quality or greater quantity of Work or comply with the more stringent requirements. 1.1 Before ordering any materials or doing any Work, the Contractor shall verify measurements at the Project site and shall be responsible for the correctness of such measurements. No extra charges or compensation will be allowed on account of differences between actual dimensions and the dimensions indicated on the Drawings. Any difference that may be found shall be submitted to the City for resolution before proceeding with the Work. 1.2 If a minor change in the Work is necessary due to actual field conditions, the Contractor shall submit detailed drawings of such departure to the City for approval before making the change. The City shall not be required to make any adjustment to either the Contract Sum or Contract Time because of any failure by the Contractor to comply with the requirements of this paragraph. Actual or alleged conflicts or inconsistencies between the Plans and Specifications or other Contract Documents shall be brought to the City’s attention in writing, prior to performing the affected Work. The City’s directions shall be followed by the Contractor. 2. OBLIGATIONS OF THE CONTRACTOR. The Contractor shall provide the goods, services, and perform the work in accordance with the Contract Documents. 3. OBLIGATIONS OF THE CITY. The City agrees to pay and the Contractor agrees to receive and accept payment in accordance with the Contractor’s bid $22,062,441.03. Page 1148 of 1184 2 1/2015 ENG 24-3 5. COMPLETION DATE. The date of Substantial Completion must be achieved is November 15, 2025, and the date by which “Project Acceptance” must be achieved is May 31, 2026. 6. CONTRACTOR’S REPRESENTATIONS. A. Contractor has examined and carefully studied the Contract Documents and other related data identified in the Contract Documents. B. Contractor has visited the Site and become familiar with and is satisfied as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work. C. Contractor is familiar with and is satisfied as to all federal, state, and local Laws and Regulations that may affect cost, progress, and performance of the Work. D. Contractor has carefully studied all: (1) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Site (except Underground Facilities) which have been identified in the General Conditions; and (2) reports and drawings of a Hazardous Environmental Condition, if any, at the Site. E. Contractor has obtained and carefully studied (or assumes responsibility for doing so) all additional or supplementary examinations, investigations, explorations, tests, studies, and data concerning conditions (surface, subsurface, and underground facilities) at or contiguous to the Site which may affect cost, progress, or performance of the Work or which relate to any aspect of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, including any specific means, methods, techniques, sequences, and procedures of construction expressly required by the Bidding Documents, and safety precautions and programs incident thereto. F. Contractor does not consider that any further examinations, investigations, explorations, tests, studies, or data are necessary for the performance of the Work at the Contract Price, within the Contract Times, and in accordance with the other terms and conditions of the Contract Documents. G. Contractor is aware of the general nature of work to be performed by City and others at the Site that relates to the Work as indicated in the Contract Documents. H. Contractor has correlated the information known to Contractor, information and observations obtained from visits to the Site, reports and drawings identified in the Contract Documents, and all additional examinations, investigations, explorations, tests, studies, and data with the Contract Documents. I. Contractor has given City written notice of all conflicts, errors, ambiguities, or discrepancies that Contractor has discovered in the Contract Documents, and the written resolution thereof by City is acceptable to Contractor. J. The Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. Page 1149 of 1184 3 1/2015 ENG 24-3 CITY OF EDINA CONTRACTOR BY: ____________________________ BY: ____________________________ Its Mayor Its AND ___________________________ AND ___________________________ Its City Manager Its Page 1150 of 1184 d ITEM REPORT Date: April 16, 2025 Item Activity: Approve Meeting: City Council Agenda Number: 9.4 Prepared By: Scott Neal, City Manager Item Type: Ordinance Department: Administration Item Title: Ordinance No. 2025-01: Amending Chapter 8 Concerning the Sale of Inhumanely Bred Animals Action Requested: Approve Ordinance No. 2025-01 amending Chapter 8 concerning the Sale of Inhumanely Bred Animals and grant second reading. Information/Background: The proposed ordinance was prepared at the request of Council Member Agnew. Council Member Agnew presented the ordinance at the January 21 meeting, and first reading was granted. Second reading and approval were tabled several times for editing. Supporting Documentation: 1. Ordinance No. 2025-01: Sale of Inhumanely Bred Animals 2. Meeting Handout Page 1151 of 1184 234298v2 ORDINANCE NO. 2025-01 AN ORDINANCE AMENDING CHAPTER 8, ARTICLE I OF THE EDINA CITY CODE CONCERNING THE SALE OF INHUMANELY BRED ANIMALS The City Council of Edina Ordains: Chapter 8, Article I is amended with the following original text, added text and deleted text: Section I.Article I of the Edina City Code is hereby amended to read: Sec. 8-5. – Definitions Animal rescue organization means any not-for-profit organization which has tax-exempt status under Section 501(c)(3) of the United States Internal Revenue Code, whose mission and practice is, in whole or in significant part, the rescue of animals and the placement of those animals in permanent homes, and which does not breed animals. Animal shelter means any not-for-profit organization was has tax-exempt status under Section 501(c)(3) of the United States Internal Revenue Code, which: (1) accepts animals into a physical facility; (2) is devoted to the rescue, care, and adoption of stray, abandoned, unwanted or surrendered animals; (3) places animals in permanent homes or with animal rescue organizations; and (4) does not breed animals. Certificate of source means a document from an animal control officer, animal containment facility, animal rescue organization, or animal shelter which shall provide a brief description of the dog or cat, and shall list the name, address, and telephone number of the source (animal control officer, animal containment facility, animal rescue organization, or animal shelter) of the dog or cat. Commercial kennel means a place where more than three dogs or other animals over six months of age are kept, and where the business of selling, boarding, breeding, showing, treating or grooming dogs or other animals is conducted. Pet shop means any place which displays, sells, delivers, offers for sale, barters, auctions, gives away, or otherwise transfers animals for pets within the City. This definition does not apply to animal rescue organizations or animal shelters. Pet shop operator means a person or business entity who owns or operates a pet shop. Section 2.Article VIII is added as follows: ARTICLE VIII. – Dog and Cat Sales. DIVISION 1. - GENERALLY Sec. 8-317. – Dog and Cat Sales (a) No pet shop shall sell, deliver, offer for sale, barter, auction, give away, or otherwise transfer or dispose of cats or dogs. Page 1152 of 1184 234298v2 (b) Nothing in this section shall prohibit pet shops from collaborating with animal rescue organizations, animal shelters, or animal containment facilities to offer space for such entities to showcase adoptable cats and dogs inside pet shops. Such animals shall not be younger than eight weeks old. Dogs that are showcased for adoption shall not be kept overnight at a pet shop. Cats that are showcased for adoption shall not be kept overnight at a pet shop without provision for care and monitoring outside of pet store business hours. (c) A pet shop shall post and maintain a certificate of source in a conspicuous place on or within three feet of each dog's or cat's kennel, cage, or enclosure. (1) A certificate of source shall be provided to the adopter of any dog or cat. (2) Certificate of source records for each dog or cat shall be maintained by a pet shop for at least one year from the last date that a dog or cat appeared in the store. (3) Pet shops shall make certificates of source immediately available for review upon the request of an animal control officer or a humane agent pursuant to Minn. Stats. § 343.06 acting on behalf of the city. (4) Falsification of a certificate of source shall be deemed a violation of this section. (d) A pet shop operator who violates any provision of this section shall be subject to the penalties provided in section 8-3 for each violation. Section 3.This ordinance is effective immediately. First Reading: April 16, 2025 Second Reading: Waive Published: ATTEST: _________________________ _________________________ Sharon Allison, City Clerk James B. Hovland, Mayor Please publish in the Edina Sun Current on: Send one affidavit of publication. Bill to Edina City Clerk Page 1153 of 1184 Sec. 8-5. - Definitions. Animal shelter means a facility, whether located in or outside the State, that is operated by or under contract with any state, county, or municipality for the purpose of impounding or caring for seized, stray, homeless, abandoned, unwanted, or surrendered animals. Animal rescue organization means a non-profit organization incorporated under the law of any state and exempt from federal taxation under Section 501(c)(3) of the federal Internal Revenue Code, as amended, whose principal activity is to rescue sick, injured, abused, neglected, unwanted, abandoned, orphaned, lost or displaced animals and adopt them to good homes. “Animal rescue organization” does not include any entity that breeds animals or that (1) is located on the same premises as; (2) has any personnel in common with; (3) obtains, in exchange for payment or any other form of compensation, dogs or cats from; or (4) facilitates the sale of dogs or cats obtained from a person that breeds animals. Commercial kennel means a place where more than three dogs or other animals over six months of age are kept, and where the business of selling, boarding, breeding, showing, treating or grooming dogs or other animals is conducted. Pet store means a commercial kennel where animals are sold, exchanged, bartered or offered for sale to the general public at retail. Such definition shall not include an animal care facility or animal rescue organization, as defined. Sec. 8-118. Sale or showcase of inhumanely bred animals prohibited. (a) Purpose and Findings. The City Council finds that current federal, state, and local regulation of commercial kennels and breeding facilities do not adequately address the health and well-being of animals through the point of sale. The City Council also finds that many commercial kennels showcase adoptable animals or collaborate with local animals shelters and rescue organizations to support adoption and care efforts for abandoned, abused, or stray animals. The City council seeks to discourage the inhumane breeding of animals by eliminating their profitability through sale to commercial kennels without limiting commercial kennels from engaging in collaborative efforts to care for and sell animals sourced through a reputable breeder, impound, shelter, or rescue organization. The City Council therefore adopts the following regulations pursuant to its power to regulate the keeping of animals under Minn. Stat. § 412.221, subd. 21. (b) No pet store under this chapter shall sell, deliver, offer for sale, barter, auction, give away, or otherwise transfer or dispose of cats or dogs. Page 1154 of 1184 (c) Nothing in this section shall prevent a pet store from collaborating with animal shelters or animal rescue organizations to offer space for such entities to showcase dogs or cats available for adoption; provided that the pet store shall not have any ownership interest in the animals offered for adoption and shall not receive a fee for providing such space. (d) A pet store shall display a notice in a conspicuous place on or within three feet of each animal’s kennel, cage, or enclosure that identifies the name of the source from which the animal was obtained and the source’s contact information. This information must also be provided to each animal’s adopter upon sale and maintained by the pet store for review upon request of the animal control officer or other persons designated by the City to enforce this Chapter. (e) Any person operating a pet store in violation of any of the above provisions shall be subject to the penalties provided in section 8-3 for each violation. Section 2. This ordinance is effective immediately. Page 1155 of 1184 Model Humane Pet Store Ordinance Language Section 1. Definitions* Animal shelter means a facility, whether located in or outside the State, that is operated by or under contract with any state, county, or municipality for the purpose of impounding or caring for seized, stray, homeless, abandoned, unwanted, or surrendered animals. Animal rescue organization means a non-profit organization incorporated under the law of any state and exempt from federal taxation under Section 501(c)(3) of the federal Internal Revenue Code, as amended, whose principal activity is to rescue sick, injured, abused, neglected, unwanted, abandoned, orphaned, lost or displaced animals and adopt them to good homes. “Animal rescue organization” does not include any entity that breeds animals or that (1) is located on the same premises as; (2) has any personnel in common with; (3) obtains, in exchange for payment or any other form of compensation, dogs or cats from; or (4) facilitates the sale of dogs or cats obtained from a person that breeds animals. Breeder means a person that maintains a dog or cat for the purpose of breeding and selling their offspring. Broker means a person that transfers a dog or cat from a breeder for resale by another person. Offer for sale means to sell, offer for sale or adoption, advertise for the sale of, barter, auction, give away or otherwise dispose of a dog or cat. Pet store means a retail establishment where animals are sold, exchanged, bartered or offered for sale to the general public at retail. Such definition shall not include an animal care facility or animal rescue organization, as defined. Section 2. Restrictions on the Sale of Animals No pet store shall sell, deliver, offer for sale, barter, auction, give away, or otherwise transfer or dispose of cats or dogs. Nothing in this section shall prohibit pet stores from collaborating with animal shelters or animal rescue organizations to offer space for such entities to showcase dogs or cats available for adoption; provided that the pet store shall not have any ownership interest in the animals offered for adoption and shall not receive a fee for providing such space. Section 3. Penalty. A pet store that violates this section shall be subject to a civil penalty of $500, and each dog or cat offered for sale in violation of this section shall constitute a separate violation. Section 4. Effective Date. This ordinance shall become effective 90 days after passage. * Existing/similar definitions in city codes may be sufficient. This will need to be determined on a case- by-case basis. Page 1156 of 1184 USDA’S BETRAYAL OF DOGS A USDA-licensed facility may legally: Confine dogs in cages only 6 inches larger than their bodies Keep hundreds of dogs in stacked or elevated cages Provide only wire flooring Expose dogs to frigid or sweltering temperatures for hours Breed dogs repeatedly and excessively, without limits Deny hands on veterinary care to sick or injured dogs Kill dogs they no longer want A USDA license does not indicate a facility is humane. Standards of care are minimal, and enforcement is lacking. • In 2010, the Office of Inspector General reported that enforcement was ineffective against problem dealers. In 2021, the Inspector General reported that not much has changed as “[the USDA] is not able to ensure the overall health and humane treatment of animals at [dog breeding] facilities.” • In 2021, after 4 years of no significant enforcement actions against commercial breeders and not a single license revoked, USDA revoked a license, but only after “shocking cruelty” was allowed to occur for months and over 120 animal welfare citations were issued. • In 2023, a terrible Iowa puppy mill was shut down by county prosecutors after the breeder pled guilty to felony animal neglect. Yet, USDA allowed this breeder to operate year after year with mere slaps on the wrist, even after he appeared in the annual HSUS Horrible Hundred report six times for a long list of egregious animal welfare violations that include cruelly killing dogs and leaving them to die in their cages. THESE PUPPY MILLS REMAIN LICENSED YEAR AFTER YEAR AND CONTINUE SELLING TO PET STORES: USDA’S PRIORITIES ARE CLEAR: PROMOTE AND PROTECT PUPPY MILLS • 2024 Horrible Hundred: Our annual Horrible Hundred Report documents instances of breeders with numerous and egregious violations spanning years who remain licensed and breeders who had been cited by state officials for numerous and severe violations but received clean inspection reports from USDA. • Few inspectors: In May 2020, USDA told stakeholders it had only 95 inspectors charged with inspecting more than 8,000 pet dealers, exhibitors, and research facilities and that they inspect over 1 million animals. • Partnering with puppy mills: The Washington Post reported that USDA leaders told inspectors of a new policy that emphasized “education, not enforcement” and treating regulated entities “more as partners than as potential offenders.” o A USDA veterinarian who oversaw inspectors in 27 states told the Post the weakened enforcement had caused an “untold number of animals” to experience unnecessary suffering. o A USDA inspector for 20 years who left at the end of 2017 told the Post: “It feels like your hands are tied behind your back. You can’t do many things you’re supposed to when it comes to protecting animals.” USDA # 48-A-2152 USDA # 43-A-5385 USDA # 43-A-5986 Page 1157 of 1184 d ITEM REPORT Date: April 16, 2025 Item Activity: Approve Meeting: City Council Agenda Number: 9.5 Prepared By: Scott Neal, City Manager Item Type: Other Department: Administration Item Title: Direct City Manager to Prepare an Agreement with Hennepin County to Transfer Assessing Services from the City to Hennepin County Action Requested: Direct the City Manager to meet and confer with the County Administrator to prepare a mutually beneficial agreement to transfer assessing services from the City of Edina to Hennepin County; and, to advance this agreement to the City Council for final approval at the June 2, 2025, Council meeting. Information/Background: In 2024, City Council Members directed me to reach out to Hennepin County to inquire about the possibility of transferring the City’s assessing functions to Hennepin County. The purpose of transferring the assessing service to the County is to reduce City spending, which in turn would allow the City to reduce the total property tax levy in future years. Also in 2024, the Hennepin County Board of Commissioners approved a resolution directing County staff to offer to perform assessing services for all cities in Hennepin County at the County’s cost. This action prompted discussions among the eight largest cities in the County with independent assessing offices, including Edina. City managers and administrators from these eight cities met with County Administrator David Hough in late December 2024 and again in February 2025 to ascertain the level of interest in the County’s assessing offer. Given the City Council’s interest in reducing the rate of growth of the City’s tax levy, I expressed interest in their offer and proceeded to have additional discussions with the County Administrator and his team. Hennepin County asked cities to make a formal response to their offer to provide us with assessing services on or before May 1, 2025. At its retreat on March 15, the Edina City Council formally discussed the idea and indicated interest in additional discussion on the matter. At the April 1, 2025, Work Session, the Council had the opportunity to discuss the proposal and to ask questions of City Assessor Shelagh Stoerzinger and Hennepin County Administrator Hough and Deputy County Administrator Dan Rogan. Operationally, transferring the City’s assessing services to the County would result in the City’s closure of our Assessing Division, which is currently staffed with seven full-time City employees. These seven employees are hard working, smart and exceptionally good at their jobs. But this proposed action, depending on the timing of it, could reduce City spending by $500,000 in 2026 and by $1,000,000 in 2027 and beyond. The cost of saving this money is a diminution of service levels for assessing services. It is difficult to determine how much the level of service will be diminished, so this action is not risk-free. Nonetheless, it will be difficult for the City to make its 2026-2027 budget goals without operational actions like this one. Because this proposal is ultimately an intergovernmental agreement between the City and the County, the City Council must ultimately decide if the fiscal savings is worth the possible Page 1158 of 1184 diminution of assessing services. In my judgment, I believe the possible gain is worth the possible risk. I recommend the Council approve the motion. Supporting Documentation: 1. Memo Hennepin County Assessing Services 4-2025 2. Staff Report Assessing Services Page 1159 of 1184 Hennepin County A-2300 Government Center Minneapolis, MN 55487 612-348-7574 | hennepin.us Memo To: Edina City Council From: David J. Hough, Hennepin County Administrator Dan Rogan, Assistant County Administrator- Resident Services Date: April 8, 2025 Thank you for allowing Dan Rogan and me to participate in your work session on Tuesday, April 1, 2025. This memorandum responds to the items raised by Council members at the work session. Hennepin County assessing services In 2024, the Hennepin County Board of Commissioners moved away from providing assessing services as a paid contract service, making it a county provided public service. This decision was made for a number of reasons. The contract negotiation process with 35 cities was cumbersome, the fees ultimately negotiated often did not cover the resources needed, and the decision allows the county to commit to serving residents. The county has committed to working with cities on a voluntary basis to strengthen partnerships over the past 50 years, even though the county has the statutory authority to compel jurisdictions under 30,000 in population to use the county assessor for local assessing services. The Hennepin County Assessor’s Office provides high quality and statistically equitable countywide assessment results across all jurisdictions and has a strong record of providing excellent and responsive customer service to taxpayers and city officials. I have attached two documents that outline the services the Assessor’s Office performs for cities: “Why Hennepin?” and the Assessor Responsibilities Memo. Approximately what percentage of the County levy is for assessing services? The 2025 countywide levy totaled approximately $1.046 billion. This was an increase of 5.2% over the 2024 levy or an increase of approximately $54.5 million. The Hennepin County Assessor’s Office budget totals approximately $10.5 million in 2025. Nearly half of this budget is to perform statutory responsibilities of the County Assessor, and the remainder is to perform assessing services on behalf of 37 cities. The property tax impact of performing local assessing services for the 37 cities is less than 0.5% share of the 2025 countywide levy. How might the County’s levy change by taking on this work in Edina? The county’s levy would change by the amount necessary to staff the department to successfully perform the assessing functions. Assessing functions of the County Assessor’s Office include both statutorily required functions as well as functions that contribute to customer satisfaction and responsiveness which may include taxpayer engagement efforts, staff training and assurance of appropriate resource allocation. We estimate that taking on local assessing services in Edina will cost the county approximately $1 million/year based on 2025 costs. The estimated impact on the countywide levy from taking on this work in Edina is 0.1% or less of the county property tax levy. To add context to this figure, the countywide cost of living increase for employees has been negotiated at 4% for 2026, which will result in an increase in cost to the county of approximately $40 million dollars. Page 1160 of 1184 Hennepin County A-2300 Government Center Minneapolis, MN 55487 612-348-7574 | hennepin.us What other cities does Hennepin County provide assessing services for? Hennepin County is responsible for assessing services in 37 cities as well as Fort Snelling and the Minneapolis/St. Paul Airport. I am enclosing a list of cities for which the county is currently under agreement to perform assessing services. This list includes contract start dates and contact information should the city find it helpful to connect with other jurisdictions for which the services are performed. Would the County hire any of Edina’s current Assessing staff? Yes, Hennepin County is committed to prioritizing the hiring of any current City of Edina Assessing staff qualified to perform these functions. What kind of customer service has the County committed to? In Hennepin County, our unwavering purpose - our NorthStar, is serving residents. The Hennepin County Assessor’s Office highlights customer service as a core goal in its departmental strategic plan. Key strategies to meet this goal include responsiveness within 24 hours during peak volume time periods, seeking feedback from taxpayers on how best to serve their needs, and ensuring a professional and well- educated staff across all functions. The County Assessor’s Office continually tracks responsiveness and customer satisfaction surveys to ensure customer needs are met. The Hennepin County Assessor’s Office is committed to proactive engagement regarding property valuation and classification, valuable property tax programs that help save money, and providing an understanding of the complicated property tax system. As an example, the 2023 Minnesota Legislature updated the requirements for the homestead program to include individuals that have Individual Taxpayer Identification Numbers (ITIN) (rather than a social security number) and the Hennepin County Assessor’s Office immediately began focused engagement across the county. As a result, approximately 61% of the estimated homeowners with ITINs are now benefiting from the program, to-date. Other engagement efforts include informative mailings, multi-language staffing, and in-person engagement events at multiple Hennepin County Library locations. Would County assessing staff office out of Edina City Hall? Hennepin County is committed to accommodating any city specific needs, including officing out of the Edina City Hall for the duration or intervals appropriate to the city’s needs. Again, thank you for the opportunity to present this potential collaboration between Hennepin County and the City of Edina. Please let us know if you have questions or need additional information. Best Regards, David J. Hough Hennepin County Administrator cc: Dan Rogan, Assistant County Administrator – Resident Services Joshua Hoogland, Hennepin County Assessor Scott Neal, Edina City Manager Page 1161 of 1184 April 1, 2025 Mayor & City Council Scott H. Neal, City Manager Assessing Services Information / Background: In 2024, City Council Members directed me to reach out to Hennepin County to inquire about the possibility of transitioning our City assessing functions to Hennepin County. The purpose of transitioning the assessing service to the County is to reduce City spending, which in turn would allow the City Council to reduce the City’s total property tax levy in future years. There are seven full-time staff members in the Assessing Division: City Assessor, two Commercial Appraisers, three Appraisers and an Assessing Specialist. All appraisers hold the highest level of Senior Accredited Minnesota Assessor (SAMA) from the Board of Assessors. The staff has a combined 119 years of valuation experience – 64 in the City of Edina. The City’s Assessing Division establishes estimated market value and determines the property classification of every Edina property each year for property tax allocation. These processes are based on Minnesota statutes in compliance with the Minnesota Department of Revenue. The division also maintains property records; performs annual quintile property reviews; performs property reviews based on new construction and building permits; administers the appeals process, including the Board of Appeal & Equalization; and works with Hennepin County on programs related to property assessment and classification. As part of a strategy to reduce its General Fund budget and property tax levy, the City is examining the potential of transitioning assessing services to the County. In 2024, the Hennepin County Board of Commissioners approved a resolution directing the County to offer assessing services as the County’s cost from 2025 onward to cities with populations less than 30,000. The action also provided for County-funded assessing services for three larger cities contracting with the County for assessing services. The action prompted discussions among the eight largest cities in the County with independent assessing offices, including Edina. City managers and administrators met with County Administrator David Hough in late December and February. At its retreat March 15, the Edina City Council formally heard the idea and indicated support for a transition to County services in order to reduce the budget. Hennepin County has asked cities to make a formal request for future assessing services on or before May 1, 2025. Page 1162 of 1184 STAFF REPORT Page 2 There are 45 cities within Hennepin County. Thirty-seven cities currently have their assessing services performed by Hennepin County. Brooklyn Center, Plymouth and Richfield are examples of larger cities that currently contract with the County for assessing services. There are currently 8 cities that provide their own assessing services: Minneapolis, Brooklyn Park, Maple Grove, Minnetonka, St. Louis Park, Eden Prairie, Bloomington and Edina. The County is offering to provide the City with assessing services at no additional cost to what the residents of Edina already pay in the form of the Hennepin County property tax levy. The City will spend approximately $1.3 million to provide assessing services to local property owners. It is not clear yet when such a transition would start, but it’s likely to be in 2026. I would not plan on savings from eliminating the entire Assessing Division budget in 2026. There are legacy costs from old assessing hardware and software. We will need subject matter expertise during the transition. If the transition starts in 2026, staff are estimating General Fund budget savings of $500,000 in year one and $1.0 million in year two and beyond. Transitioning our assessing functions from the City to the County requires the City to give up local control over the assessing process. Quality of service will be impacted. The City of Edina’s Assessing Division is focused on customer service, with onsite responses and a community-embedded approach. Currently, the County assessing service is 100% remote. Calls are directed to a call tree where residents must choose from options and wait for a call. The Assessing Division uses a highly integrated Property Data System that connects with other City applications, such as permitting, property addressing, special assessments and GIS systems. This integration enhances efficiency, reduces errors and provides a holistic view of property data. Transitioning to the County could disrupt these benefits and create some loss of data. However, with a transition plan and time, the City Manager’s office believes the impact could be minimized. The division also provides tailored services such as an Annual Assessment Report, special assessment management and collection, information for budget scenarios and special data requests for various departments. In order for the City to move forward with transitioning its assessing services to the County, the City Council must approve a service agreement with the County. The County has drafted a transition agreement. It is included with this memorandum. The agreement is being reviewed by the City Attorney. Staff are also talking to County staff about adding some specific provisions to the agreement, such as hiring preferences for our staff to work for the County if they hire additional personnel in the future. The proposed timeline for the Council’s consideration is to have a Work Session discussion April 1 followed by formal Council action and vote at your April 16 City Council meeting. If the Council approves a transition agreement with the County, staff will move forward immediately to finalize the transition date, create a severance package for the employees of the Assessing Division and calculate the budget impact of the agreement and the severance. I have had three meetings with the Assessing Division team about this matter. I think it probably goes without saying, but they are disappointed at the prospect of possibly losing their jobs. They are a top performing team and do exceptional work for the City. The leader of the Assessing Division, Shelagh Stoerzinger, worked with her team to prepare the following set of questions and concerns for the Council Members to consider when processing this proposal: Page 1163 of 1184 STAFF REPORT Page 3 •Costly to reverse course: Moving to a County-based system would involve converting the property data from the current Logis system to the property data system used by the County. Conversions are not without issues and can be costly. If the City decided to reverse course at a later date, they would need to go through another conversion to reinstate the data at the City level. The City would also need to hire new staff who may not have experience in valuing complex, high-valued properties. •Hidden costs in the “free” offer: While the county has offered assessment services at no cost to the City, the reality is that their expenses are built into the County levy. Edina residents would still pay for assessment services, just without direct oversight over the quality of service. Additionally, the Joint Powers Agreement states that the City will need to maintain the current property data system until some future date to be agreed upon. The County is trying to develop a property data system from the ground up and has recently hired programmers to build the system. This may take years to develop and test before it is available for use. The City will need to continue to pay for the Logis Property Data System until the County has a working program. The JPA also has a termination clause, which can be executed one year in advance of termination. This provides the County the opportunity to charge the City for assessment services with a one-year notice. Special assessment management is not part of the County assessment services. Special assessment software will still need to be licensed, and a staff member will need to manage the process. Currently, the Assessment Tech performs this function along with other duties. •Integrated property data: Edina Assessing uses a highly integrated Property Data System (PDS) that connects seamlessly with City applications such as permitting, property addressing, special assessments and GIS systems. This integration enhances efficiency, reduces errors, and provides a holistic view of property data. Transitioning to the county would disrupt these benefits, create additional work for other City departments, and could impose data conversion costs and loss of data. Our current Property Data System / Computer Aided Mass Appraisal (CAMA) system is designed to value Edina properties based on the City’s unique market characteristics. Shifting to a countywide system, with data across vastly different communities, could lead to inaccurate valuations creating inequity, appeals and potential loss of tax capacity. •Specialized services for City operations: The division provides tailored services such as the annual assessment report, special assessment management and collection, information for budget scenarios, special data requests for the City Manager, Fire, Health, Sustainability, HRA, Risk & Safety, data practices requests, Building, GIS and Tax Increment Financing (TIF) analyses. These specialized functions streamline operations and avoid delays that would arise with a county-assessed model. •Unmatched customer service: Edina Assessing delivers exceptional service with prompt, onsite responses and a community-embedded approach. This local presence builds trust, ensures positive resident experience, and fosters stronger relationships with property owners and businesses. Currently the County Assessing service is 100% remote. Calls are directed to a call tree where Page 1164 of 1184 STAFF REPORT Page 4 residents must choose from options and wait for a call back. Email is through a central email account which is distributed to appraisers for review and response. •Expertise and institutional knowledge: Edina Assessing possesses deep, city-specific knowledge developed through years of collaboration with City departments and detailed property inspections. This includes maintaining historical property records, neighborhood insights and development histories, all critical for accurate assessments and efficient operations. These advantages would be lost in a county-assessed model. The current Edina Assessing staff has a combined 119 years of valuation experience with a combined 64 years in the City of Edina. The appraisers all hold the highest license level of Senior Accredited Minnesota Assessor (SAMA) from the Board of Assessors. •Fairness and efficiency in appeals: Edina Assessing ensures transparency and fairness in property valuation through its Local Board of Appeal and Equalization (LBAE) process. Proactive engagement with property owners and detailed appeal reports lead to efficient resolutions, often avoiding costly tax litigation. This personalized, proactive approach fosters trust and collaboration with residents and business owners. •Tax Court appeals: With complex properties and high-value appeals, experience matters. Valuation disputes could potentially be handled by less experienced staff, leading to increased litigation risk and potential revenue loss. Edina’s in-house appraisers write appraisals and act as expert witnesses during trial as part of their regular job duties, minimizing the need for outside appraisers which demand a premium for tax court appraisals and litigation. •Accountability to the City values of Integrity, Quality and Service: Edina Assessing staff are committed to the City’s values and our actions are consistent with those values, working in the best interest of the City in our use of resources. This is a difficult matter to resolve. The Council’s top budget priority for the 2026-2027 City Budget is to reduce the rate of growth of total property tax to something below 10%. Given the inflexibility of our debt service schedule and the necessity to reinvest in the City’s capital assets, its going to be imperative that we examine difficult budget choices, especially ones that have the potential to save the City over $1 million per year. There is a cost to saving that money in this case, which is clearly a diminution of service level for assessing services. It will ultimately be up to the Council to determine whether that diminution in service level is worth it to save $1 million. Page 1165 of 1184 d ITEM REPORT Date: April 16, 2025 Item Activity: Information Meeting: City Council Agenda Number: 10.1 Prepared By: Marisa Bayer, Sustainability Manager Item Type: Commission Advisory Communication Department: Engineering Item Title: Energy & Environment Commission Advisory Communication, Paved Areas Action Requested: Receive Advisory Communication and direct report to staff. Information/Background: The Energy & Environment Commission (EEC) completed a “Conversion to Green Spaces and Community Gardens Report” as part of their 2024 work plan. The EEC approved the report and Advisory Communication at the Jan. 9, 2025 meeting with recommended changes. The EEC work plan leads implemented those recommendations in March and are reflected in the attached Advisory Communication and EEC report. The attached staff report is included summarizing existing initiatives related to this topic and opportunities to expand this work as capacity and budget allow in future department and commission work plans. Resources/Financial Impacts: None at this time. If initiatives in the staff report are included in future work plans, budget and staff capacity will need to be identified for successful implementation. Relationship to City Policies: • EEC 2024 Work Plan: Study & Report to identify underutilized paved areas and study ways to incentivize conversion to sustainable green space or infill development and increase pollinator habitat. Item also included information on current community garden process and improvements to reach CAP goals. • Climate Action Plan: Several CAP actions address removing hardscape and paved areas to reduce heat island, and to promote community gardens or other green spaces for pollinators and food access. Supporting Documentation: 1. EEC Advisory Communication 2. EEC Report 3. Staff Report Page 1166 of 1184 City of Edina • 4801 W. 50th St. • Edina, MN 55424 Date: March 21, 2025 To: Mayor & City Council From: Energy and Environment Commission Subject: Converting Underutilized paved areas and community gardens Approved Work Plan Item: x Yes No Council Charge: x 1: Study & Report 2: Review & Comment 3: Review & Recommend 4: Review & Decide Items not on the approved work plan: Council action is rarely taken mid-year for items not on the current approved work plan. Action is only taken if Council chooses to discuss the Advisory Communication at the Council meeting and provides specific direction through a Council vote. Commissions are encouraged to submit new initiative proposals through the annual work plan process. Action Requested: Receive the study and report Situation: Workplan item for 2024, objective was to determine where underutilized paved areas may be located and consider conversion to greenspace or pollinator habitat. Workplan item also called to investigate whether or not any of these potential converted green spaces could be community gardens. Background: These items are included in the 2021 Climate Action Plan from the City of Edina. Transportation and Land Use, Local Food and Agriculture and Greenspaces and Trees all have action items that correspond directly or indirectly to this topic. Assessment: Commission believes that TS 3-4 should be undertaken once the Land Conversion Opportunity Study is completed. Commission also believes that additional community gardens can benefit the city, but need to determine appropriate sites prioritizing with equity in mind and explore other ways to administer and fund. Commission is working on LF 1-2 in the 2025 workplan item for the EEC on food security. This initiative will dig into where there may be hotspots for food insecurity to help drive prioritization for community gardens and other initiatives. Page 1167 of 1184 Conversion to Green Spaces and Community Gardens Report December 2024 Page 1168 of 1184 Contents Situation ...................................................................................................................... 2 Background ................................................................................................................. 3 Land Use in Edina ..................................................................................................... 3 Community Gardens ................................................................................................. 6 Assessment ................................................................................................................. 6 References ................................................................................................................... 8 Situation Around the world, many communities are in the process of reducing the amount of impervious ground cover and surfaces and/or increasing pollinator habitats. This can have many desirable impacts – fiood mitigation, critical pollinator support, reduced potable water usage along with helping decrease urban heat islands. At the same time, food insecurity is growing in many places. With supply chain issues and infiation, the cost of food can be prohibitive for many. Each year, thousands of Edina residents require support from local food shelves such as VEAP. This report looks at the conversion to green space or pollinator habits, and the feasibility of any of these spaces should be turned into a community garden. Speciflcally, this directly relates to two items on the CAP: TL 3-4: Identify underutilized paved areas and incentivize conversion to sustainable green space or inflll development. Conversion focus should take into consideration neighborhood’s greenspace, heat island mitigation, affordable housing, and bike/walk mobility needs and prioritize site utilization based on addressing the greatest needs at each site as determined through appropriate engagement with the community, particularly people traditionally underrepresented. (Pale Blue Dot LLC, 2021) LF 1-2: Support existing school and community gardens and provide opportunities to expand community growing spaces with a focus on locating garden infrastructure to serve youth, immigrant, and people with lower incomes or who are experiencing food insecurity. Community growing and garden spaces may include use of park space, unused city owned space, or public right of way/boulevard areas. Program Page 1169 of 1184 should prioritize conversion of impervious spaces to garden space and preservation/increase of overall green space beneflt. (Pale Blue Dot LLC, 2021) Background The Climate Action Plan (CAP) approved in Edina in 2021 addresses several targets to reduce greenhouse gas emissions and achieve net zero emissions by 2050. From that report, actions under Transportation and Land Use, Greenspace and Trees, and Local Food and Agriculture apply to this topic. (Pale Blue Dot LLC, 2021) Along with the CAP, the 2015 Parks Strategic plan is also relevant to this report. This plan provided a clear vision for the next 20 years of Edina parks, including redevelopment of parks, trails and recreational opportunities. Land Use in Edina 93% of grasslands in Edina are manicured lawns (Pale Blue Dot LLC, 2021). According to the 2021 CAP, Edina has a goal to reduce turf coverage from 25.2% to 22.6% and reduce dark impervious surface cover from 25.5% to 23% by 2030. Reducing turf leads to better stormwater mitigation, less potable water use and increased carbon storage. Impervious surfaces contribute to urban heat islands and can hinder stormwater mitigation. (Pale Blue Dot LLC, 2021) The below image displays the percentage of ground cover that is grass (by Census Tract) Page 1170 of 1184 This diagram illustrates by type of impervious surface coverage According to the CAP progress portal, item TL 3-4 is upcoming and has not yet been started; however many other actions under Greenspace and Trees have been started or completed, and many of them have an indirect positive relationship with our work plan item. (City of Edina, 2024) Page 1171 of 1184 Greenspace and Trees CAP items already completed by the city that help advance pollinator/native habitats: (City of Edina, 2024) 1. Remove lawn/grass requirements in ordinances 2. Manage city-owned natural areas to enhance and maintain diverse native communities, implementation of best practices for stormwater management, increased plant diversity and improved pollinator habitat 3. Manage city-owned lawn/turf areas to enhance and maintain diverse native communities, increase turf replacement with native wildfiower and prairie grasses, increased plant diversity, improved pollinator friendly habitat, and carbon gardening practices including elimination of synthetic fertilizer and pesticide use, high mow deck settings, use of biochar amendments, and polyculture lawn mixture. The following actions are underway: 1. Land Conversion Opportunity Study – analyze public and private property for unused turf and impervious areas, create implementation plan to convert to native plant and pollinator restoration areas (on track, percent complete unknown) 2. Install roadside pollinator vegetation that creates effective barriers to prevent drifting of air pollutants to adjacent schools and residences. (on track, 4% complete) 3. Establish policy to require use of native plants in landscaping at City owned properties. Continue natural vegetation conversion for passive park areas (on track, 75% complete) – add 100 acres of native plant and pollinator restoration area on city property by 2040 4. Establish policy and identify, create and promote incentives to assist homeowners and households with low incomes by covering some of the cost of converting traditional lawns by planting pollinator friendly food gardens, permaculture, wildfiowers, clover or native grasses (on track 25%, exploring grant opportunities) In accordance with the 2015 Strategic Parks plan, nearly 200 acres of Edina parks are in some phase of planning or active construction in the next few years. This includes removing invasive buckthorn, restoring wetlands, establishing native habitats and other climate adaptive species. (Engineering, 2024) Page 1172 of 1184 Edina has also consistently been providing residents with opportunities to learn and get assistance in creating pollinator habitats in their yards with Metrobloom. Community Gardens Edina currently has two community gardens – one run by the City of Edina (Yorktown Plot), and the other the co-op at 7500 York. The Yorktown community garden has 55 plots and has had a consistent waitlist since opening in 2014. The rental fees are $45 for a 10’ x 10’ plot and $50 for a 10’ x 15’ plot. Fees are used to cover soil preparation and tilling, compost, water and garden improvements. Residents are responsible for the upkeep of their plots and receive warnings when not in compliance. (City of Edina, 2024) The city staff manages the administration for the garden – helping reserve plots (Feb – March), opening the garden early May, inspecting the garden July/Aug/Sept, and then closing mid-October with communications throughout the year. City staff believes there may be more demand for additional community gardens. Assessment The commission believes that the following actions should be continued/advanced • TL 3-4 identify underutilized paved areas – this should be completed once the Land Conversion Opportunity is completed. According to the CAP, GS 2-1 calls for a Land Conversion Opportunity study to be completed, along with a Ground Cover Conversion Implementation plan to convert to native plant and pollinator restoration areas, wetlands, permaculture areas, tree coverage or urban agriculture. This action covers both private and public property and should be used as input for evaluating which impervious surfaces can and should be converted. (Pale Blue Dot LLC, 2021) According to the Ground Cover Survey (Pale Blue Dot LLC, 2021), dark pavements comprise 50% of all impervious surfaces in the city of Edina (dark roofs at 30%). As roof replacement would be less feasible for many, the opportunity to reduce dark pavement is a great opportunity to reduce impervious surfaces and replace with pollinator habitats. Page 1173 of 1184 • Parking lots are a top target for paved areas; however, most of the parking in Edina is not city owned, requiring the city to work with the private owners to depave parking lots. Edina city staff has not looked at paved areas for conversion at this time. o Edina could consider a program like St. Louis Park “depave” program for businesses or homeowners who would like to replace pavement with pervious surface (ideally pollinator habitat). Park maintenance staff could be consulted regarding Edina parking lots, but many of our public lots near parks are already overfiowing with parking and not likely to reduce what is there. o Southdale area would be the largest target for impervious surface reduction (along with helping decrease urban heat island affect). City would need to determine best way to incentivize property owners to depave. • Recommend that wildfiower/pollinator/native habitats be prioritized over community gardens for converting underutilized paved areas. These habitats provide more biodiversity beneflts and require much less maintenance. Community gardens require ongoing maintenance and administration. • Continue advertising and promoting services like Metrobloom and encourage residents to apply for local grants to help install pollinator habitats. • As food insecurity is growing, the commission recommends that we include LF 1-2 in the 2025 workplan item for the EEC on food security. This initiative can dig into where there may be hotspots for food insecurity to help drive prioritization for community gardens. • Commission also recommends further investigation into ways to manage community gardens without city staff oversight. Local schools as part of education, local churches with large properties, or other organizations may be able to host and maintain a community garden. There are also grants available to help with community gardens that may be utilized. o Explore if developers can be required to include community gardens in new developments Page 1174 of 1184 References City of Edina. (2024). Community Garden. Retrieved from City of Edina: https://www.edinamn.gov/255/Community-Garden City of Edina. (2024). Plan Sectors. Retrieved from Climate Action Plan Progress Portal : https://performance.envisio.com/dashboard/ClimateActionPlan-Edina Engineering. (2024, August 16). Water Resources Manager. (L. Weber, Interviewer) Pale Blue Dot LLC. (2021). Climate Action Plan. Edina. Pale Blue Dot LLC. (2021). Ground Cover Survey and Carbon Sequestration Study. Edina. Page 1175 of 1184 City of Edina • 4801 W. 50th St. • Edina, MN 55424 Information / Background The Energy and Environment Commission (EEC) completed a “Conversion to Green Spaces and Community Gardens Report” as part of their 2024 work plan and approved the report at their January 2025 meeting. This staff report is a response to the EEC’s report and includes a summary of existing work and future opportunities as it relates to converting green spaces and expanding community garden access. Existing City Initiatives The following are existing City initiatives that support turf conversion and limit impervious surfaces: • Offering workshops and other educational opportunities about converting turf on private property to pollinator gardens and native areas. • Promoting Lawns to Legumes grant program that supports pollinator, rain and wildflower gardens. Staff are pursuing grant opportunities to create a city-sponsored grant program to enhance the impact of Lawns to Legumes. • Including a maximum impervious surface lot coverage for single-family dwelling units in Zoning Code. • Facilitating turf conversion and native restoration on City property, per the 2015 Parks Strategic Plan. In 2015, the City was managing approximately four acres of natural areas on four City properties. As of 2023, that acreage increased to approximately 140 acres restored across 10 properties. Projects in 2024-2025 include the Braemar Park buckthorn removal related to construction of biking trails and nearly 44 acres of restoration at Bredesen Park supported by a $500,000 grant from the Minnesota Department of Natural Resources. See chart below. Date: March 31, 2025 To: Mayor and City Council Cc: Energy & Environment Commission From: Marisa Bayer, Sustainability Manager Jessica Wilson, Water Resources Manager Perry Vetter, Parks & Recreation Director Subject: Green Space Conversion and Community Garden Initiatives Staff Recommendation: Receive report and refer to staff. Page 1176 of 1184 City of Edina • 4801 W. 50th St. • Edina, MN 55424 • Host a Natural Areas Storymap describing the progress in this area of work including ecological quality assessments for restored areas. https://storymaps.arcgis.com/stories/7358631381524a909959f4ef9480edb2 • Expanding native and wild spaces in Fred Richards Park Master Plan. • Hosting two community garden spaces: Yorktown Park Community Gardens and the Lewis Park Giving Garden. 0 20 40 60 80 100 120 140 160 2015 2017 2020 2023Area (acres)Year Edina Managed Natural Areas Weber Park and Lynn/Kipling Inundation Area Nine Mile Creek corridor Melody Lake Park Facilities (includes Fire Station 1 turf conversion) Arden Park Braemar Park (golf course included) Rosland Park (includes Lake Cornelia shoreline restoration) Yancey Park Bredesen Park Pamela Park Page 1177 of 1184 City of Edina • 4801 W. 50th St. • Edina, MN 55424 • Including turf alternatives like clover as a landscaping option during street reconstruction projects. • Working with volunteer youth service projects to establish smaller restoration/pollinator areas within parks. Opportunities to Expand The City currently does not have existing initiatives to convert impervious surfaces on private property. Staff agree with the EEC that there is an opportunity to expand this work and that native and other wild habitats should be prioritized over community garden spaces. Programs focused on private property will need to be incentive- and education-based because of the City’s limited scope to require conversion on private properties that are not part of a development plan and outside of zoning regulations (i.e., the City cannot require private properties de-pave their existing parking lots). Opportunities to expand this work include: • Update education materials and review additional outreach strategies to promote existing education opportunities. • Host a GreenCorps Member or hire intern to analyze private property and hardscapes, identifying priority de-paving areas to reduce extreme heat, expand tree canopy, and increase green and natural spaces. This work is dependent on successful selection as a host-site for this project, or budget to staff an intern. • Identify annual budget allocation from Conservation & Sustainability Fund or other source to create an incentive-based pavement conversion program, like the City of St. Louis Park’s “Depave SLP” program. Outreach to be conducted based on analysis of priority areas. • Educate nonprofits or other volunteers to self-manage “giving gardens” that function as community gardens but grow and donate food to food shelves (similar model to the Lewis Park Giving Garden). Staff can explore capacity grants and other funding opportunities to fund this type of program. Staff agree with the EEC there is limited pavement conversion opportunity on existing City property. Existing parking lots are actively used by employees and public visitors (e.g., park users). Staff do not plan to prioritize City parking lot conversion unless directed. Regarding food security, the approved 2025 EEC Workplan includes a “study and report” for food security. This report will inform future outreach and support the Climate Action Plan’s Local Food and Agriculture strategies. As part of ongoing Climate Action Plan implementation, opportunities to expand this work can be considered in future department and commission work plans as capacity and budget are available for implementation. Page 1178 of 1184 d ITEM REPORT Date: April 16, 2025 Item Activity: Information Meeting: City Council Agenda Number: 10.2 Prepared By: Andrew Scipioni, Transportation Planner Item Type: Minutes Department: Engineering Item Title: Minutes: Transportation Commission, Feb. 20, 2025 Action Requested: None. Information/Background: Receive the minutes of the Transportation Commission's February 20, 2025 regular meeting. Supporting Documentation: 1. Minutes, Feb. 20, 2025 Page 1179 of 1184 Draft Minutes☐ Approved Minutes☒ Approved Date: March 27, 2025 Minutes City Of Edina, Minnesota Transportation Commission City Hall Community Room February 20, 2025 1. Call to Order Chair Lewis called the meeting to order at 6:04 p.m. 2. Roll Call Answering roll call: Commissioners Bildsten, Brown, Olson, Plumb-Smith, Rosen, Rubenstein, Wright, Lewis Late: Commissioner Lassig Staff present: Transportation Planner Andrew Scipioni, Traffic Safety Coordinator Nick Bauler 3. Approval of Meeting Agenda Motion was made by Commissioner Rubenstein and seconded by Commissioner Plumb-Smith to approve the agenda. All voted aye. Motion carried. 4. Approval of Meeting Minutes Motion was made by Commissioner Plumb-Smith and seconded by Commissioner Bildsten to approve the January 16, 2025 meeting minutes. All voted aye. Motion carried. 5. Community Comment None. 6. Special Recognitions/Presentation 6.1. Commissioner Plumb-Smith Commissioners and staff thanked Commissioner Plumb-Smith for her six years of service on the Commission. 6.2. 2024 Traffic Safety Summary Report Traffic Safety Coordinator Nick Bauler presented the annual report for review and comment. Comments from Commissioners included: Commissioners requested examples of traffic safety requests that were categorized as “other.” Commissioners suggested that the City host an open forum event to create a better dialogue between staff and residents about traffic safety concerns. Commissioners suggested including a “fast facts” section on the City website to address the more frequent requests. Commissioners suggested that the chatbot on the City’s website could be used to answer quick questions about traffic safety requests. Commissioners inquired about the Police Department’s capacity for traffic enforcement. Commissioners noted that a high proportion of D items are Pedestrian Safety requests. Page 1180 of 1184 Draft Minutes☐ Approved Minutes☒ Approved Date: March 27, 2025 Commissioner Lassig arrived at 6:39 p.m. 7. Reports/Recommendations 7.1. Traffic Safety Report of January 28, 2025 The Commissioner reviewed and commented on the report. 7.2. City Code Review The Commission reviewed and commented on the current City Code language establishing the purpose and duties of the Transportation Commission. 7.3. 2025 Work Plan Updates 1. Safe and Equitable Mobility Action Plan Participation – Alliant Engineering was selected as the consultant. Staff will set up a kick-off meeting in the next few weeks. 2. Commission-Led Events – Talked to Communications about possible events the Commission could participate in. 3. Review of City Policies/Ordinances – Committee trying to coordinate a meeting. 4. City Code Update – Commission reviewed existing code language. 8. Annual Elections Commissioner Lewis nominated Commissioner Brown as Vice Chair. Motion was seconded by Commissioner Rosen. All voted aye. Motion carried. Commissioner Plumb-Smith nominated Commissioner Lewis as Chair. Motion was seconded by Commissioner Rubenstein. All voted aye. Motion carried. 9. Staff Comments – Received. 9.1. 2025 Meeting Dates The Commission’s next regular meeting is Thursday, March 27. 10. Chair and Member Comments – Received. 11. Adjournment Motion was made by Commissioner Plumb-Smith and seconded by Commissioner Bildsten to adjourn the February 20, 2025 regular meeting at 8:01 p.m. All voted aye. Motion carried. Page 1181 of 1184 Draft Minutes☐ Approved Minutes☒ Approved Date: March 27, 2025 TRANSPORTATION COMMISSION ATTENDANCE J F M A M J J A S O N D # of Mtgs Attendance % Meetings 1 1 2 SEAT NAME 1 Wright, Grant 1 1 2 100% 2 Rubenstein, Tricia 1 1 2 100% 3 Bildsten, Roger 1 1 2 100% 4 Lewis, Andy 1 1 2 100% 5 Rosen, Adam 1 1 2 100% 6 Brown, Chris 1 1 2 100% 7 Olson, Bethany 1 1 2 100% 8 (Vacant) 9 Plumb-Smith, Jill 1 1 2 100% 10 Lassig, Augie (s) 1 1 2 100% Page 1182 of 1184 d ITEM REPORT Date: April 16, 2025 Item Activity: Information Meeting: City Council Agenda Number: 11.1 Prepared By: Scott Neal, City Manager Item Type: Other Department: Administration Item Title: Information on City's Participation in the State's ICWC Program Action Requested: None; follow-up to Council Member questions. Information/Background: At the April 1, 2025, City Council meeting, there were Community Comment speakers who referenced the City’s participation in the State’s ICWC program. This memo intends to respond to those questions. The City contracts seasonal/temporary labor from the State of Minnesota’s Department of Corrections (MNDOC) through the Institutional Community Work Crew (ICWC) Program. The program is authorized by Minn. Stat. Section 241.278. A written agreement between the City and the MNDOC describes the terms and conditions of the relationship between the MNDOC and the City. The City of Edina has had an active working relationship with the MNDOC through the ICWC program for the past 10 years. The contract provides the City with a crew leader who supervises a crew of up to 10 offenders during four 10-hour days of work. The crews provide valuable services to the City, including work in such areas as high-volume buckthorn and tree removals, installing and removing the sports dome, horticultural maintenance, cleaning of the ice arena and spring and fall transitions. Our current contract started Oct. 1, 2023, and expires Sept. 30, 2025. The cost of the two-year contract is $210,000. Payments are in April and September. We have an agreement in place with MNDOC (approved by City Council) for a second crew, however, MNDOC has not been able to fulfill a second crew. City staff in our Parks, Public Works and Engineering departments work closely with the ICWC program and believe it provides an exceptional value to the City in terms of cost and value of the work performed. Supporting Documentation: None Page 1183 of 1184 d ITEM REPORT Date: April 16, 2025 Item Activity: Information Meeting: City Council Agenda Number: 11.2 Prepared By: Scott Neal, City Manager Item Type: Other Department: Administration Item Title: Information on the City's SPARC Program Action Requested: None; follow-up to previous Council Member questions. Information/Background: At the March 18, 2025, City Council meeting, Council Members posed questions to me about the source of funds that currently comprise the SPARC Program. This memo intends to respond to those questions. There is no action necessary for this matter at the April 16 Council meeting. The initial balance of the SPARC program was $9,343,829. The initial SPARC funds came from the following TIF districts: • Southdale 2: $8,300,937 • Pentagon Park: $700,000 • 70th Cahill/Wooddale: $342,892 To date, the SPARC Program has invested $3,387,091 in completed projects. The HRA Board has obligated the balance of available SPARC funds to three projects that continue to move forward. The City cannot return any unspent funds without defaulting on these commitments. If any of the three pending projects do not move forward, there could be up to $4-6 million of unspent funds at the Dec. 31, 2025, deadline. If this condition occurs, there are four options for the City to consider: 1. Amend the 7250 TIF Agreement to use SPARC funds instead of future TIF funds. 2. Identify an alternative private construction project that needs financial support and can get underway in 2025. 3. Return unspent funds to original TIF District and prepare to return some or all to Hennepin County in 2026. 4. Return unspent funds to original TIF District and pursue special legislation in 2026 to shift funds into Affordable Housing Trust Fund. Staff will monitor the three outstanding SPARC Program projects during the summer and fall and report to the City Council and HRA in October concerning their status and our recommendation. Supporting Documentation: None Page 1184 of 1184