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2025-05-06 City Council Meeting Packet
Meeting location: Edina City Hall Council Chambers 4801 W. 50th St. Edina, MN City Council Meeting Agenda Tuesday, May 6, 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 2863 093 3076. 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: Work Session and Regular, April 16, 2025 6.2. Payment of Claims Page 1 of 1042 6.3. Agreement Permitting Redeployment of Repayment Proceeds for Grant Funds as Loan Proceeds 6.4. Resolution No. 2025-26: Approving the Use of Hennepin County Environmental Response Fund for South Haven/Summit Point Recapitalization 6.5. Cooperative Agreement with Nine Mile Creek Watershed District for Lake Edina and Lake Cornelia Fisheries and Aquatic Plant Management 6.6. Certificate of Completion: Site Improvement Performance Agreement with Pentagon One, LLC, for 4660 77th Street, The Fred Development Project 6.7. Request for Purchase: Air Conditioner Unit for Fire Station #1 Server Room 6.8. Request for Purchase: Cooperative Agreement with Hennepin County for ADA Improvements along France Avenue 6.9. Request for Purchase: Design and Bidding Services for Public Works B100 Project 6.10. Request for Purchase: Change Order Warranty Date for Eden Avenue & Grange Road Roundabouts 6.11. Request for Purchase: Public Works Gender Neutral Restroom Project 6.12. Request for Purchase: City Hall Workstations 6.13. Transportation Commission Mid-Year Work Plan Modification 6.14. Traffic Safety Report of March 25, 2025 6.15. Request for Purchase: 2025 Stepp Asphalt Trailer 6.16. Request for Purchase: Helpdesk Software Subscription 6.17. Request for Purchase: Digital to Analog Phone Equipment Replacements 6.18. Summary Publication for Ordinance No. 2024-05 Zoning Amendment 7200 France 6.19. Summary Publication for Ordinance No. 2025-01 Concerning Sale of Inhumanely Bred Animals 6.20. Summary Publication Ordinance No. 2025-04 Concerning E-Bike Regulations 7. Special Recognitions and Presentations 7.1. Proclamation: National Police Week May 11-17, 2025 Page 2 of 1042 8. Public Hearings 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. 2025-35, Ordinance No. 2025-05; Rezoning/Ordinance Amendment and Conditional Use Permit for 6600-6868 France Avenue 9. Reports/Recommendations: (Favorable vote of majority of Council Members present to approve except where noted) 9.1. Resolution No. 2025-37: Accepting Donations 9.2. Resolution No. 2025-33: Rezoning, Subdivision, Site Plan with Variances at 5100 Eden Avenue for Opus 9.3. Resolution No. 2025-32: Lincoln and Londonderry Small Area Plan and Submission to the Metropolitan Council 9.4. Sketch Plan Review for 6016 Vernon Avenue (Vernon Memory Care) 9.5. Edina High School Parking Challenges and Creek Valley Parking Lot Discussion 10. Commission Correspondence (Minutes and Advisory Communication) 10.1. Minutes: Parks & Recreation Commission, March 11, 2025 10.2. Minutes: Transportation Commission, March 27, 2025 11. Manager's Comments 12. Mayor and Council Comments 13. Adjournment Page 3 of 1042 d ITEM REPORT Date: May 6, 2025 Item Activity: Information 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 4 of 1042 d ITEM REPORT Date: May 6, 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: Work Session and Regular, April 16, 2025 Action Requested: Approve minutes as presented. Information/Background: Supporting Documentation: 1. Minutes: Work Session, April 16, 2025 2. Minutes: Regular, April 16, 2025 Page 5 of 1042 Page 1 MINUTES OF THE EDINA CITY COUNCIL WORK SESSION COMMUNITY ROOM, CITY HALL WEDNESDAY, APRIL 16, 2025 5:30 P.M. 1.0 CALL TO ORDER Mayor Hovland called the meeting to order at 5:30 p.m. 2.0 Roll Call Answering rollcall were Members Agnew, Risser, and Mayor Hovland. Absent at rollcall were Jackson and Pierce. Staff in attendance: Scott Neal, City Manager; Ari Lenz, Assistant City Manager; Chad Millner, Engineering Director; Marisa Bayer, Sustainability Manager; Zoe Johnson, City Management Fellow; Jennifer Bennerotte, Communications Director; Pa Thao, Finance Director; Jesse Meyer-Ruud, I.T. Support Supervisor; and Sharon Allison, City Clerk. 3.1 FRANCHISE FEE DISCUSSION Engineering Director Millner presented a review of Edina’s current utility franchise fee structure and provided two options for generating an additional $1 million in revenue to support street reconstruction efforts, based on direction from the Council Retreat. Option 1 maintains the current flat fee model, with increased fees for all customer classes, doubling the fees for commercial/industrial customers, while option 2 shifts to a percentage-based model, applying a 4% fee to each customer’s gross utility charges. Peer city comparisons were presented, showing both flat fee and percentage-based models in use. Millner noted that directions were needed by May to proceed with the regulatory and ordinance update process, with official adoption targeted for July or August for start date January 2026. Council discussions were: Edina is unique in how it uses the fees, appreciated the peer city data, supported staying in the middle range, favored a percentage-based model for its link to energy use, questioned the 4% rate, potential impacts on some customers, favored the predictability of a flat fee, and requested that the franchise fee discussion be brought back for further discussion at a future meeting when all five Councilmembers were present. 3.2 LEGISLATIVE UPDATE Katy Sen, the City’s lobbyist from Messerli Kramer, provided the Council with a legislative update: the legislature is currently in recess and will return to close out the session on May 19; deadlines for finance and policy bills have passed but some may still advance through alternative pathways; three Edina-specific bills are making good progress - bonding for the Vernon Avenue Bridge, a TIF bill for France Avenue, and a construction sales tax exemption for Braemar and Fred Richards, that strong local advocacy has helped position these bills favorably. And spoke about broader challenges facing the legislature, including a rocky start to the session, the Senate operating below full capacity, a tied House, difficulty in reaching legislative agreement this year, and uncertainties caused by potential federal cuts. 4.0 ADJOURNMENT Mayor Hovland adjourned the meeting at 6:32 p.m. Respectfully submitted, Page 6 of 1042 Minutes/Edina City Council Work Session/April 16, 2025 Page 2 Sharon Allison, City Clerk Minutes approved by Edina City Council, May 6, 2025. James B. Hovland, Mayor Audio copy of the work session available. Page 7 of 1042 Page 1 MINUTES OF THE REGULAR MEETING OF THE EDINA CITY COUNCIL HELD AT CITY HALL APRIL 16, 2025 7:00 P.M. I.0 CALL TO ORDER Mayor Hovland called the meeting to order at 7:00 p.m. 2.0 ROLLCALL Answering rollcall were Members Agnew, Risser, and Hovland. Absent at rollcall were Members Jackson and Pierce. 3.0 PLEDGE OF ALLEGIANCE 4.0 MEETING AGENDA – APPROVED Member Agnew made a motion, seconded by Member Risser, approving the meeting agenda. Ayes: Agnew, Risser, Hovland Motion carried. 5.0 COMMUNITY COMMENT Ryan Daye, 6808 Chapel Lane, asked questions regarding utility franchise fees, whether they want to do a flat fee or a percentage fee, who identified the dollar amount and funding gap, cap on increased fees, and what the funds can and cannot be used for. 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 Agnew made a motion, seconded by Member Risser, approving the consent agenda as follows: 6.1. Approve regular and work session meeting minutes of April 1, 2025, and City Council Retreat of March 15, 2025 6.2. Approve Claims for Payment for Check Register Pre-List Dated March 28, 2025, totaling $1,016,171.38, Check Register Claims Pre-List Dated April 4, 2025, totaling $2,579,516.24 6.3. Request for Purchase, ENG 25-7NB Nine Mile Creek Vegetation Management 2025-27, awarding the bid to the recommended low bidder, MNL Corp at $174,990 6.4. Adopt Resolution No. 2025-31, approving Cooperative Agreement No. 1051546 between MnDOT, Hennepin County, Bloomington, Richfield, and Edina 6.5. Request for Purchase, ENG 25-9 York Avenue Sanitary Sewer Extension, awarding the bid to the recommended low bidder, Eureka Construction at $2,499,063.63 6.6. Request for Purchase, Change Order #1 for Professional Services for York Avenue Sanitary Sewer Extension, awarding the bid to the recommended low bidder, SEH at $298,899.00 6.7. Request for Purchase, Change Order #1 for Professional Services for ENG 25-5 Vernon Avenue and Highway 100 Interchange Project, awarding the bid to the recommended low bidder, TDKA at $539,400 6.8. Waive Second Reading Adopting Ordinance No. 2025-04, Amending Chapters 24 & 26 Concerning Electric-Assisted Bicycles 6.9. Accept Traffic Safety Report of February 25, 2025 6.10. Request for Purchase, Project DOX Software Annual Subscription Renewal, awarding the bid to the recommended low bidder, Avolve Software at $35,352 Page 8 of 1042 Minutes/Edina City Council/April 16, 2025 Page 2 6.11. Request for Purchase, Annual SeeClickFix Software Renewal, awarding the bid to the recommended low bidder, CivicPlus LLC at $26,604.70 6.12. Request for Purchase, Parks & Recreation Annual Software Renewal, awarding the bid to the recommended low bidder, CivicPlus LLC at $44,328.22 6.13. Request for Purchase, Water Meter Equipment, awarding the bid to the recommended low bidder, Ferguson at $20,230 6.14. Request for Purchase, Sanitary and Storm Sewer Manhole Lining, awarding the bid to the recommended low bidder, Underground Utility Specialties at $70,000 6.15. Request for Purchase, 2025 Commodity Quotes, awarding the bid to the various recommended low bidders at variable as needed cost 6.16. Adopt Resolution No. 2025-30, approving Cannabis and Substance Use Prevention Services Agreement with Bloomington Public Health Ayes: Agnew, Risser, Hovland Motion carried. 7.0 SPECIAL RECOGNITIONS AND PRESENTATIONS 7.1. EDINA HIGH SCHOOL BOYS SWIMMING & DIVING TEAM – RECOGNIZED Mayor Hovland recognized the Edina High School Boys Swimming and Diving Team for winning the State Championship in March. 7.2. AUTHOR AND PHOTOGRAPHER OF URBAN SANCTUARY, A BOOK ON MINNEHAHA CREEK – PRESENTED Bob Thompson, author and Edina resident, and Jack Warren, photographer, discussed the origins and intent of their book and thanked everyone who helped the book come together. 7.3. EQUITY STRATEGIC ACTION PLAN (ESAP) UPDATE – PRESENTED Diversity, Equity & Inclusion Manager Brooks presented information regarding the Equity Strategic Action Plan (ESAP) overview, Diamond Inclusiveness Assessment (DIA), DIA dimensions, equity framework, remaining ESAP timeline, and human rights and engagement task force. The Council asked if there will be a document where the Council can read all the comments that have been submitted. Brooks stated they will provide a summary of the feedback received. 7.4. DAYS OF REMEMBRANCE APRIL 23-30, 2025 – PROCLAIMED Mayor Hovland read in full a proclamation recognizing the week of April 23-30, 2025, as Days of Remembrance in the City of Edina. Member Agnew made a motion, seconded by Member Risser, approving proclamation declaring April 23-30, 2025, as Days of Remembrance in the City of Edina. Ayes: Agnew, Risser, Hovland Motion carried. 8.0 PUBLIC HEARINGS HELD – Affidavits of Notice presented and ordered placed on file. 8.1. RESOLUTION NO. 2025-33; REZONING, SUBDIVISION, SITE PLAN WITH VARIANCES AT 5100 EDEN AVENUE FOR OPUS – CONTINUED TO MAY 6, 2025 Community Development Coordinator Lewis presented the background information regarding Opus' application for zoning, site plan, new plat, and variances at 5100 Eden Avenue for a new 5-story, 112,000 square foot office building. Community Development Coordinator Lewis presented the full request from Opus, the current building, zoning, Comprehensive Plan, Grandview District development framework, Grandview District transportation study, proposed renderings, elevations, compliance table, Grandview developments, and the pyramid of discretion. The Council asked questions regarding the number of parcels, setbacks previously approved, changes in ceiling height, conditions opposed by the Planning Commission, enhancing the pedestrian experience, rezoning to PCD-2, and 8 variances, and expressed concerns about not having separate votes for each request and the amount of impervious surfaces on the site. Page 9 of 1042 Minutes/Edina City Council/April 16, 2025 Page 3 Community Development Coordinator Lewis stated that PCD-2 was chosen because it is the main commercial district used at Grandview and allows the developer to have flexibility. Nick Murnane, Opus, presented information regarding sketch plan comments to the Planning Commission, site plan, design concept summary, planting pallet, and renderings of the building. The Council gave feedback regarding the visuals of the landscaping and design of the building. Engineering Director Millner stated that they are always looking for places to make the pedestrian experience better. Mayor Hovland opened the public hearing at 8:18 p.m. Public Testimony No one appeared to comment. Member Risser made a motion, seconded by Member Agnew, to close the in-person public hearing, keep public comment open until Sunday, April 27, 2025, and continue action to consider approval of the rezoning, subdivision, and site plan with variances at 5100 Eden Avenue, to the May 6, 2025, City Council meeting. Ayes: Agnew, Risser, Hovland Motion carried. 8.2. RESOLUTION NO. 2025-32; APPROVING THE LINCOLN AND LONDONDERRY SMALL AREA PLAN AND AUTHORIZING SUBMISSION TO THE METROPOLITAN COUNCIL – CONTINUED TO MAY 6, 2025 Meriwether Felt, Planning Commissioner, recognized the work that has gone into the Small Area Plan and gave a brief overview of what they learned through this process. Ryan Daye, Planning Commissioner, highlighted the team engagement of the community to create the plan. Zakcq Lockrem, Mend Collaborative, presented the Lincoln and Londonderry 2024 Small Area Plan, including the project study area and schedule, community engagement, workshop outcomes, emerging themes, community priorities, vision statement, constraints with sewer capacity, small area plan approach, and capacity-dependent recommendations. The Council asked questions regarding capacity distinctions. The Council gave feedback regarding the emphasis on community engagement and not letting this plan become irrelevant. Mayor Hovland opened the public hearing at 8:54 p.m. Public Testimony Brian Aslesen, 5215 Ridge Road, addressed the Council. Zakcq Lockrem, Mend Collaborative, stated that they received a lot of feedback from the immediate neighborhoods, some positive, some negative. Member Risser made a motion, seconded by Member Agnew, to close the in-person public hearing, keep public comment open until Sunday, April 27, 2025, and continue action to consider approval of the Lincoln and Londonderry Small Area Plan and Authorizing Submission to the Metropolitan Council, to the May 6, 2025, City Council meeting. Ayes: Agnew, Risser, Hovland Motion carried. 9.0 REPORTS / RECOMMENDATIONS Page 10 of 1042 Minutes/Edina City Council/April 16, 2025 Page 4 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 – ADOPTED Community Development Director Teague stated that this site plan review, revised conditional use permit, and variance for changing the building height from 40 feet to 59 feet was reviewed by the Planning Commission, and they recommended approval with an 8-0 vote. Member Agnew introduced and moved adoption of Resolution No. 2025-27, Conditional Use Permit, Site Plan, and Building Height Variance for 7001 York Avenue South, Southdale Library and Art Center. Member Risser seconded the motion. Ayes: Agnew, Risser, Hovland Motion carried. 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 – ADOPTED Community Development Director Teague outlined the requests included in this item; the final site plan and site improvement performance agreement for Phase 2 of the PUD at 7200 France Avenue, a revised landscape plan and site improvement performance agreement for Phase 1 of the 7250 France Avenue site, and to amend the zoning ordinance to PUD-16 zoning district. Community Development Director Teague discussed the history of the project, the landscape plan, and different measures that can be taken to ensure the landscaping is in place. Terry Minarik, Confluence, presented the landscape plan, including information regarding the overall planting plan, proposed additional planting, existing tree canopy, and views from surrounding properties. Ted Carlson, Orion Investments, stated that they are doing everything they can for the property to the north to make right the trees that were removed. The Council asked questions regarding trees holding on a slope, landscaping plan for private property, timeline, progress being made with the property to the south and north, and the retaining wall. Terry Minarik discussed the intent of the retaining wall and stated that any removals made on the property to the south were not done by them. Member Agnew introduced and moved adoption of Resolution No. 2025-25, approving a final site plan and site improvement performance agreement for 7200 France Avenue. Member Hovland seconded the motion. Ayes: Agnew, Hovland Nays: Risser Motion carried. Member Agnew introduced and moved adoption of Resolution No. 2025-34, approving the revised landscape plan and site improvement performance agreement for 7250/7200 France Avenue. Member Hovland seconded the motion. Ayes: Agnew, Hovland Nays: Risser Motion carried. The Council expressed concerns regarding the public process in place and the amount of public funding going to such a small area. Member Agnew made a motion to grant Second Reading adopting Ordinance No. 2024-05, amending the zoning ordinance to revise the PUD-16, Planned Unit Development-16 zoning district. Member Hovland seconded the motion. Ayes: Agnew, Hovland Page 11 of 1042 Minutes/Edina City Council/April 16, 2025 Page 5 Nays: Risser Motion carried. 9.3. REQUEST FOR PURCHASE: ENG 25-5 VERNON AVENUE AND HIGHWAY 100 INTERCHANGE PROJECT – APPROVED Engineering Director Millner provided an update on the overall project, including the 2 new bridges to create a tight diamond interchange and the addition of wide sidewalks and new turn lanes in both directions. Engineering Director Millner also presented the project goals, timeline, detours, the construction staging area, the communications plan, costs, and funding. The Council asked questions regarding signage for closures, detours, and overlap with the Opus construction project. Member Agnew made a motion, seconded by Member Risser, to approve Request for Purchase for ENG 25-5 Vernon Avenue and Highway 100 Interchange Project with Ames Construction for $22,062,441.03. Ayes: Agnew, Risser, Hovland Motion carried. 9.4. ORDINANCE NO. 2025-01, AMENDING CHAPTER 8 CONCERNING THE SALE OF INHUMANELY BRED ANIMALS – ADOPTED Council Member Agnew provided an update on the Ordinance and stated that with the feedback received and the discussions with the Humane Society and the legal team, they have drafted an Ordinance that aligns with the community's desires. Member Agnew made a motion to grant Second Reading adopting Ordinance No. 2025-01, Amending Chapter 8 Concerning the Sale of Inhumanely Bred Animals. Member Risser seconded the motion. Ayes: Agnew, Risser, Hovland Motion carried. 9.5. DIRECT CITY MANAGER TO PREPARE AN AGREEMENT WITH HENNEPIN COUNTY TO TRANSFER ASSESSING SERVICES FROM THE CITY TO HENNEPIN COUNTY – APPROVED City Manager Neal discussed the rationale for this request to transfer the assessing services from the City to the County. City Manager Neal stated that if approved, he will contact his colleagues to put together a final agreement to make the transfer operational. The Council asked for clarification regarding what the potential efficiencies and cost reductions would be, the percentage reductions, and levy impacts. City Manager Neal stated that there are 7 employees in the Assessing Department who would be directly impacted by this decision and discussed how they have been communicating with those individuals. Member Risser made a motion, seconded by Member Agnew, directing City Manager to prepare an agreement with Hennepin County to potentially transfer assessing services from the City to Hennepin County, subject to Council review and approval. Ayes: Agnew, Risser, Hovland Motion carried. 10.0 COMMISSION CORRESPONDENCE (MINUTES AND ADVISORY COMMUNICATION) – Received 10.1. MINUTES: TRANSPORTATION COMMISSION, FEBRUARY 20, 2025 11.0 MANAGER’S COMMENTS – Received 12.0 MAYOR AND COUNCIL COMMENTS – Received Page 12 of 1042 Minutes/Edina City Council/April 16, 2025 Page 6 13.0 ADJOURNMENT Member Agnew made a motion, seconded by Member Risser, to adjourn the meeting at 10:22 p.m. Ayes: Agnew, Risser, Hovland Motion carried. Respectfully submitted, Sharon Allison, City Clerk Minutes approved by Edina City Council, May 6, 2025. James B. Hovland, Mayor Video Copy of the April 16, 2025, meeting available. Page 13 of 1042 d ITEM REPORT Date: May 6, 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 03.31.25 TOTAL $4,945.15 2. Check Register Claims Pre-List Dated 04.11.25 TOTAL $1,342,858.51 3. Check Register Claims Pre-List Dated 04.18.25 TOTAL $1,090,271.97 4. Check Register Claims Pre-List Dated 04.25.25 TOTAL $577,875.59 Page 14 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/10/2025 16:15User: STanGeilProgram ID: apcshdsb Page 1 CASH ACCOUNT: 9999 1011 Control BS - CashOp CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC 280 03/14/2025 WIRE 100886 METROPOLITAN COUNCIL February 2025 SAC 03/06/2025 4,945.15 Invoice: February 2025 SAC 4,945.15 1000.GEN.PS.FIR.1210.00000.0000.0000.4307 Build Insp - SAC CHECK 280 TOTAL: 4,945.15 NUMBER OF CHECKS 1 *** CASH ACCOUNT TOTAL *** 4,945.15 COUNT AMOUNT TOTAL WIRE TRANSFERS 1 4,945.15 *** GRAND TOTAL *** 4,945.15 Page 15 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/10/2025 16:15User: STanGeilProgram ID: apcshdsb Page 2 JOURNAL ENTRIES TO BE CREATED CLERK: STanGeil YEAR PER JNL SRC ACCOUNT ACCOUNT DESC T OB DEBIT CREDIT EFF DATE JNL DESC REF 1 REF 2 REF 3 LINE DESC 2025 3 2817APP 1000-2010 GF Bal Sh - Accts Pay 4,945.15 03/31/2025 CASH DISB SG AP CASH DISBURSEMENTS JOURNAL APP 9999-1011 Control BS - CashOp 4,945.15 03/31/2025 CASH DISB SG AP CASH DISBURSEMENTS JOURNAL GENERAL LEDGER TOTAL 4,945.15 4,945.15 APP 9999-2099 Control BS - PoolCashL 4,945.15 03/31/2025 CASH DISB SG APP 1000-1010 GF Bal Sh - Cash 4,945.15 03/31/2025 CASH DISB SG SYSTEM GENERATED ENTRIES TOTAL 4,945.15 4,945.15 JOURNAL 2025/03/2817 TOTAL 9,890.30 9,890.30 Page 16 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/10/2025 16:15User: STanGeilProgram ID: apcshdsb Page 3 JOURNAL ENTRIES TO BE CREATED FUND BALANCE SEG YEAR PER JNL EFF DATE DEBIT CREDIT ACCOUNT ACCOUNT DESCRIPTION 1000 General 2025 3 2817 03/31/2025 1000-1010 GF Bal Sh - Cash 4,945.15 1000-2010 GF Bal Sh - Accts Pay 4,945.15 FUND TOTAL 4,945.15 4,945.15 9999 Pooled Cash Fund 2025 3 2817 03/31/2025 9999-1011 Control BS - CashOp 4,945.15 9999-2099 Control BS - PoolCashL 4,945.15 FUND TOTAL 4,945.15 4,945.15 Page 17 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/10/2025 16:15User: STanGeilProgram ID: apcshdsb Page 4 JOURNAL ENTRIES TO BE CREATED FUND SUB FUND DUE TO DUE FR 1000 General 4,945.159999 Pooled Cash Fund 4,945.15 TOTAL 4,945.15 4,945.15 ** END OF REPORT - Generated by Shirleng Tan Geil ** Page 18 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/10/2025 11:23User: PBehrProgram ID: apcshdsb Page 61 JOURNAL ENTRIES TO BE CREATED FUND SUB FUND DUE TO DUE FR 1000 General 71,064.702100 Police Special Revenue 3,338.912500 Conservation & Sustainability 1,000.002600 Housing & Redvlpmt Authority 9,705.752600 Housing & Redvlpmt Authority 19,153.252600 Housing & Redvlpmt Authority 3,384.002600 Housing & Redvlpmt Authority 178,206.844000 Capital Projects 513,548.864200 Equipment Replacement 25,048.004400 PIR Capital Projects 1,879.504600 MSA tracking 165,971.255100 Art Center 156.035200 Braemar Golf Course 19,447.625400 Edinborough Park 5,982.175500 Braemar Arena 3,014.635700 Centennial Lakes 4,878.375800 Liquor 150,503.295900 Utility Fund 48,803.265900 Utility Fund 9,746.055900 Utility Fund 27,788.165900 Utility Fund 46.246100 Equipment Operations 6,226.056200 Information Technology 17,722.656300 Facilities Management 1,522.437100 PS Training Facility 42,663.117200 MN Task Force 1 12,057.399999 Pooled Cash Fund 1,342,858.51 TOTAL 1,342,858.51 1,342,858.51 ** END OF REPORT - Generated by Pamela Behr ** Page 19 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/10/2025 11:23User: 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 505743 04/11/2025 PRTD 142327 56 BREWING LLC 5628774 03/26/2025 20250411 130.00 Invoice: 5628774 130.00 5800 1354 Liquor BS - Inv Beer 56 BREWING LLC 5628815 03/31/2025 20250411 265.00 Invoice: 5628815 265.00 5800 1356 Liquor BS - Inventory THC Bev 56 BREWING LLC 5628814 03/31/2025 20250411 96.00 Invoice: 5628814 96.00 5800 1354 Liquor BS - Inv Beer CHECK 505743 TOTAL: 491.00 505744 04/11/2025 PRTD 129458 ACME ELECTRIC MOTOR INC 14149443 03/26/2025 20250411 63.87 Invoice: 14149443 63.87 14014001 6556 Gen Mntce - Tool&Acces ACME ELECTRIC MOTOR INC 14149498 03/26/2025 20250411 170.10 Invoice: 14149498 170.10 17017001 6556 Mowing - Tool&Acces CHECK 505744 TOTAL: 233.97 505745 04/11/2025 PRTD 135922 ACUSHNET COMPANY 920095256 03/27/2025 20250411 253.52 Invoice: 920095256 9.50 52052006 5510 Ret Sales - CGS 244.02 52005200 1356 Course BS - Inventory ACUSHNET COMPANY 920095257 03/27/2025 20250411 1,750.17 Invoice: 920095257 21.45 52052006 5510 Ret Sales - CGS 1,728.72 52005200 1356 Course BS - Inventory CHECK 505745 TOTAL: 2,003.69 505746 04/11/2025 PRTD 135922 ACUSHNET COMPANY 919916289 03/12/2025 20250411 180.19 Invoice: 919916289 23.88 52052006 5510 Ret Sales - CGS 156.31 52005200 1356 Course BS - Inventory ACUSHNET COMPANY 919916394 03/12/2025 20250411 3,112.90 Invoice: 919916394 118.51 52052006 5510 Ret Sales - CGS 2,994.39 52005200 1356 Course BS - Inventory ACUSHNET COMPANY 920019702 03/21/2025 20250411 468.93 Invoice: 920019702 468.93 52005200 1356 Course BS - Inventory Page 20 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/10/2025 11:23User: 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 ACUSHNET COMPANY 920060764 03/25/2025 20250411 162.19 Invoice: 920060764 162.19 52005200 1356 Course BS - Inventory CHECK 505746 TOTAL: 3,924.21 505747 04/11/2025 PRTD 160701 ALEX AIR APPARATUS 2 LLC INV-51936 03/21/2025 20250411 71,486.90 Invoice: INV-51936 FS2 Equipment - SCBA Compresso 71,486.90 E FIR21008.MISCELLAN . . 40500000 6711 Fire CP - CapVh&Equp CHECK 505747 TOTAL: 71,486.90 505748 04/11/2025 PRTD 100575 AMERICAN CYLINDER LLC 223604 03/25/2025 20250411 246.52 Invoice: 223604 246.52 15515500 6102 Faclt Gen - Contr Svrs AMERICAN CYLINDER LLC 223603 03/25/2025 20250411 2,136.78 Invoice: 223603 2,136.78 15515500 6102 Faclt Gen - Contr Svrs AMERICAN CYLINDER LLC 223602 03/25/2025 20250411 261.64 Invoice: 223602 261.64 55055001 6230 Bldg/Grnds - SrvCntrcts CHECK 505748 TOTAL: 2,644.94 505749 04/11/2025 PRTD 141960 AMAZON CAPITAL SERVICES 1GTK-XF9Q-KQ1H 03/21/2025 20250411 54.69 Invoice: 1GTK-XF9Q-KQ1H 54.69 14014000 6513 PW Adm Gen - SupOffice AMAZON CAPITAL SERVICES 17Y6-W1G1-KJXV 03/21/2025 20250411 463.85 Invoice: 17Y6-W1G1-KJXV 463.85 63063001 6406 PW Fac - SupOther AMAZON CAPITAL SERVICES 1GNP-YQF7-JM4K 03/21/2025 20250411 400.60 Invoice: 1GNP-YQF7-JM4K 400.60 17017005 6406 Litter Rem - SupOther AMAZON CAPITAL SERVICES 1MRP-GP3Q-HMND 03/21/2025 20250411 308.80 Invoice: 1MRP-GP3Q-HMND 308.80 E FIR21008.MISCELLAN . . 40500000 6103 Fire CP - Prof Svrs AMAZON CAPITAL SERVICES 1KPD-7LJC-H6QG 03/21/2025 20250411 17.99 Invoice: 1KPD-7LJC-H6QG Ryobi battery adapter Page 21 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/10/2025 11:23User: 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 17.99 54054001 6556 Operations - Tool&Acces AMAZON CAPITAL SERVICES 1VQ6-1TXD-FQL6 03/21/2025 20250411 49.95 Invoice: 1VQ6-1TXD-FQL6 49.95 15415400 6556 Elec Gen - Tool&Acces AMAZON CAPITAL SERVICES 1MRP-GP3Q-FJQH 03/21/2025 20250411 35.98 Invoice: 1MRP-GP3Q-FJQH Beneno Multifunctional Heavy Duty Can Opener and B 35.98 12012000 6406 Fire Gen - SupOther AMAZON CAPITAL SERVICES 1F17-P73H-9NDV 03/24/2025 20250411 381.58 Invoice: 1F17-P73H-9NDV 381.58 57057000 5510 General - CGS AMAZON CAPITAL SERVICES 1JFN-MXG3-734T 03/24/2025 20250411 125.97 Invoice: 1JFN-MXG3-734T 125.97 13013000 6406 Pol Ad Gen - SupOther AMAZON CAPITAL SERVICES 1DJP-4PCT-4R6V 03/24/2025 20250411 169.99 Invoice: 1DJP-4PCT-4R6V Logitech Brio 4K HD Webcam with Microphone for Des 169.99 12012000 6409 Fire Gen - SupComp AMAZON CAPITAL SERVICES 174Y-16Q6-3VD 03/24/2025 20250411 100.55 Invoice: 174Y-16Q6-3VD Pocket Atlas of Emergency Ultrasound (Atlas Series 100.55 12012000 6104 Fire Gen - Conf&Schls AMAZON CAPITAL SERVICES 11YN-9WLY-1XK4 03/24/2025 20250411 70.59 Invoice: 11YN-9WLY-1XK4 70.59 57057000 6406 General - SupOther AMAZON CAPITAL SERVICES 1QGQ-MFY9-JJHX 03/25/2025 20250411 31.99 Invoice: 1QGQ-MFY9-JJHX 31.99 55055001 6511 Bldg/Grnds - SupCustod AMAZON CAPITAL SERVICES 1GD9-3JML-HFKF 03/25/2025 20250411 29.99 Invoice: 1GD9-3JML-HFKF 29.99 14014000 6513 PW Adm Gen - SupOffice AMAZON CAPITAL SERVICES 1WXN-1JWY-H1Q6 03/25/2025 20250411 2,497.61 Invoice: 1WXN-1JWY-H1Q6 2,497.61 E FIR21008.MISCELLAN . . 40500000 6103 Fire CP - Prof Svrs AMAZON CAPITAL SERVICES 1WF6-PTCJ-KR67 03/25/2025 20250411 63.99 Invoice: 1WF6-PTCJ-KR67 63.99 57057000 6406 General - SupOther AMAZON CAPITAL SERVICES 14HY-9PND-JVT4 03/25/2025 20250411 29.98 Invoice: 14HY-9PND-JVT4 29.98 52052000 6406 Golf Gen - SupOther Page 22 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/10/2025 11:23User: 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 AMAZON CAPITAL SERVICES 1KRR-DHP4-RYK9 03/26/2025 20250411 39.98 Invoice: 1KRR-DHP4-RYK9 Repl Bluetooth keyboards 39.98 62062000 6409 I.T. Gen - SupComp AMAZON CAPITAL SERVICES 17KD-NLD4-TN7H 03/26/2025 20250411 46.24 Invoice: 17KD-NLD4-TN7H 46.24 59359302 6406 Rec Org - SupOther AMAZON CAPITAL SERVICES 17W1-6NFF-1Q3G 03/26/2025 20250411 111.47 Invoice: 17W1-6NFF-1Q3G Gym Wipes, screen cleaner 111.47 54054001 6511 Operations - SupCustod AMAZON CAPITAL SERVICES 1QFM-6G4C-W4L1 03/26/2025 20250411 39.95 Invoice: 1QFM-6G4C-W4L1 Laptop Memory 39.95 62062000 6406 I.T. Gen - SupOther AMAZON CAPITAL SERVICES 1CQ1-44QN-WCMQ 03/26/2025 20250411 59.99 Invoice: 1CQ1-44QN-WCMQ Airking office fan 59.99 54054001 6406 Operations - SupOther AMAZON CAPITAL SERVICES 1MGM-PLXL-RXKC 03/26/2025 20250411 127.40 Invoice: 1MGM-PLXL-RXKC Video Production Supplies Including Gaff Tape 127.40 10410402 6410 Video Pro - SupVidProd AMAZON CAPITAL SERVICES 1J9P-TQL7-9RXT 03/27/2025 20250411 278.94 Invoice: 1J9P-TQL7-9RXT 278.94 52052000 6406 Golf Gen - SupOther AMAZON CAPITAL SERVICES 19GT-CYXR-F9YF 03/27/2025 20250411 156.03 Invoice: 19GT-CYXR-F9YF Office supplies 156.03 51051000 6513 Admin/Ops - SupOffice AMAZON CAPITAL SERVICES 1CNG-GKP1-6F7L 03/27/2025 20250411 74.26 Invoice: 1CNG-GKP1-6F7L 14.77 57057000 6511 General - SupCustod 59.49 57057000 6406 General - SupOther AMAZON CAPITAL SERVICES 1M1G-MH4D-CR3N 03/27/2025 20250411 74.77 Invoice: 1M1G-MH4D-CR3N Repl iPad case for MSeveland 74.77 12012000 6409 Fire Gen - SupComp AMAZON CAPITAL SERVICES 14YN-973T-CKRF 03/27/2025 20250411 83.48 Invoice: 14YN-973T-CKRF 83.48 57057000 6406 General - SupOther AMAZON CAPITAL SERVICES 13TR-TD9M-4YNC 03/27/2025 20250411 20.97 Invoice: 13TR-TD9M-4YNC 20.97 57057000 6406 General - SupOther AMAZON CAPITAL SERVICES 1J6R-HDP1-67WV 03/27/2025 20250411 80.97 Invoice: 1J6R-HDP1-67WV 80.97 52052000 6513 Golf Gen - SupOffice Page 23 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/10/2025 11:23User: 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 AMAZON CAPITAL SERVICES 1R6C-MNKF-H9XN 03/27/2025 20250411 -6.64 Invoice: 1R6C-MNKF-H9XN SEE INVOICE# 1V3G-MCMG-FY13 -6.64 57057000 6406 General - SupOther AMAZON CAPITAL SERVICES 1V3G-MCMG-FY13 03/27/2025 20250411 33.20 Invoice: 1V3G-MCMG-FY13 33.20 57057000 6406 General - SupOther AMAZON CAPITAL SERVICES 1LY7-JDVT-1CJJ 04/03/2025 20250411 -35.90 Invoice: 1LY7-JDVT-1CJJ see invoice 1MF3-QYK1-KRCY -35.90 61061004 6530 PW Equip - ReprParts CHECK 505749 TOTAL: 6,019.21 505750 04/11/2025 PRTD 134220 US DEPARTMENT OF AGRICULTURE 3005317735 04/01/2025 20250411 1,819.98 Invoice: 3005317735 USDA Deer management 1,819.98 13013004 6103 Anim Cntrl - Prof Svrs CHECK 505750 TOTAL: 1,819.98 505751 04/11/2025 PRTD 118491 APPLE INC MB63592691 03/26/2025 20250411 749.00 Invoice: MB63592691 Repl iPad for JMatlock 749.00 62062000 6409 I.T. Gen - SupComp CHECK 505751 TOTAL: 749.00 505752 04/11/2025 PRTD 160825 KAHLERT COMPANIES INC 14745 02/28/2025 20250411 352.85 Invoice: 14745 2025 QTR1 DOT Testing 352.85 10910900 6175 HR Gen - EmpExams CHECK 505752 TOTAL: 352.85 505753 04/11/2025 PRTD 106304 ASPEN MILLS INC 351251 03/26/2025 20250411 1,583.97 Invoice: 351251 UNIFORM- JASON ROTHER 1,583.97 12012000 6203 Fire Gen - Uniforms CHECK 505753 TOTAL: 1,583.97 505754 04/11/2025 PRTD 102774 ASPEN WASTE SYSTEMS OF MINNESOTA S1 486677-033125 03/31/2025 20250411 3,734.15 Invoice: S1 486677-033125 3,734.15 E ENG98002.MISCELLAN .SERVICES . 40840801 6103 Faclt CP - Prof Svrs ASPEN WASTE SYSTEMS OF MINNESOTA S1 146354-040125 04/01/2025 20250411 387.10 Invoice: S1 146354-040125 SOUTH METRO PUBLIC SAFETY Page 24 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/10/2025 11:23User: 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 387.10 71071001 6182 Main Bldng - Garb&Recyc ASPEN WASTE SYSTEMS OF MINNESOTA S1 406543-040125 04/01/2025 20250411 11,114.31 Invoice: S1 406543-040125 NOLAN MAINS - COMM EAST 11,114.31 E ENG98004.MISCELLAN .SERVICES . 40840801 6103 Faclt CP - Prof Svrs ASPEN WASTE SYSTEMS OF MINNESOTA S1 405453-040125 04/01/2025 20250411 3,459.14 Invoice: S1 405453-040125 NOLAN MAINS - COMM WEST 3,459.14 E ENG98004.MISCELLAN .SERVICES . 40840801 6103 Faclt CP - Prof Svrs ASPEN WASTE SYSTEMS OF MINNESOTA S1 422086-040125 04/01/2025 20250411 2,994.24 Invoice: S1 422086-040125 50TH AND FRANCE RETAIL 2,994.24 E ENG98002.MISCELLAN .SERVICES . 40840801 6103 Faclt CP - Prof Svrs CHECK 505754 TOTAL: 21,688.94 505755 04/11/2025 PRTD 130264 BLOOMINGTON LOCK AND SAFE COMPANY C128908 03/27/2025 20250411 249.36 Invoice: C128908 249.36 17017006 6406 Bldg Maint - SupOther CHECK 505755 TOTAL: 249.36 505756 04/11/2025 PRTD 100920 GENUINE PARTS COMPANY 276182 03/24/2025 20250411 127.78 Invoice: 276182 127.78 52052000 6406 Golf Gen - SupOther GENUINE PARTS COMPANY 275899 03/24/2025 20250411 81.88 Invoice: 275899 81.88 52052000 6406 Golf Gen - SupOther CHECK 505756 TOTAL: 209.66 505757 04/11/2025 PRTD 100920 GENUINE PARTS COMPANY 276376 03/26/2025 20250411 127.78 Invoice: 276376 127.78 52052000 6406 Golf Gen - SupOther CHECK 505757 TOTAL: 127.78 505758 04/11/2025 PRTD 100643 BARR ENGINEERING CO 23271898.01 - 33 03/20/2025 20250411 5,841.00 Invoice: 23271898.01 - 33 Sanitary Lift Station 6 Constr 5,841.00 E ENG21040.CONSTRUCTN.CONSULTING. Page 25 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/10/2025 11:23User: 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 59005910 1605 Sew BS - PurchCIP BARR ENGINEERING CO 23271996.00 - 20 03/24/2025 20250411 19,525.26 Invoice: 23271996.00 - 20 Pro Serv for ENG24-8 Brook Dr 3,905.05 E ENG24105.CONST.SANI.CONSULTING. 59005910 1605 Sew BS - PurchCIP 11,715.16 E ENG24105.CONST.STRM.CONSULTING. 59005920 1605 Stm BS - PurchCIP 3,905.05 E ENG24105.CONST.WAT .CONSULTING. 59005900 1605 Wat BS - PurchCIP CHECK 505758 TOTAL: 25,366.26 505759 04/11/2025 PRTD 151171 7TH STREET BEER COMPANY 6140 03/31/2025 20250411 513.00 Invoice: 6140 513.00 5800 1354 Liquor BS - Inv Beer CHECK 505759 TOTAL: 513.00 505760 04/11/2025 PRTD 136267 BAUHAUS BREW LABS LLC 15487 04/01/2025 20250411 207.00 Invoice: 15487 207.00 5800 1356 Liquor BS - Inventory THC Bev CHECK 505760 TOTAL: 207.00 505761 04/11/2025 PRTD 142186 BAYCOM INC EQUIPINV_054631 03/27/2025 20250411 286.00 Invoice: EQUIPINV_054631 Replacement Getac Power Adapters 286.00 62062000 6406 I.T. Gen - SupOther CHECK 505761 TOTAL: 286.00 505762 04/11/2025 PRTD 101355 BELLBOY CORPORATION 0207191500 03/27/2025 20250411 583.60 Invoice: 0207191500 6.60 58058001 5512 50th Sell - CGS Liq 577.00 5800 1352 Liquor BS - Inv Liq CHECK 505762 TOTAL: 583.60 505763 04/11/2025 PRTD 131191 BERNATELLO'S PIZZA INC 5340232 03/21/2025 20250411 348.00 Invoice: 5340232 348.00 55055002 5510 Concession - CGS Page 26 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/10/2025 11:23User: 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 CHECK 505763 TOTAL: 348.00 505764 04/11/2025 PRTD 160714 BLUE NET INC 61972 03/27/2025 20250411 100.00 Invoice: 61972 Edinet maintenance 100.00 10410403 6125 Website - IntraneDvp BLUE NET INC 61980 03/31/2025 20250411 8,999.00 Invoice: 61980 BindTuning Intranet 8,999.00 62062000 6160 I.T. Gen - Sftwr&Data CHECK 505764 TOTAL: 9,099.00 505765 04/11/2025 PRTD 132444 BOLTON & MENK INC 0359146 03/25/2025 20250411 3,221.50 Invoice: 0359146 Well 10 Preliminary Study 3,221.50 E PWK24100.CONST.WAT . . 59005900 1605 Wat BS - PurchCIP CHECK 505765 TOTAL: 3,221.50 505766 04/11/2025 PRTD 101010 BORDER STATES INDUSTRIES INC 930075319 03/24/2025 20250411 106.10 Invoice: 930075319 106.10 57057001 6180 CLP Park - Rep&Maint BORDER STATES INDUSTRIES INC 930084332 03/25/2025 20250411 56.21 Invoice: 930084332 56.21 57057001 6180 CLP Park - Rep&Maint CHECK 505766 TOTAL: 162.31 505767 04/11/2025 PRTD 105367 BOUND TREE MEDICAL LLC 85707699 03/24/2025 20250411 904.46 Invoice: 85707699 CURAPLEX CAPNOGRAPHY ADULT 7FT ETCO2 904.46 12012000 6510 Fire Gen - SupFrstAid BOUND TREE MEDICAL LLC 85709621 03/25/2025 20250411 1,558.12 Invoice: 85709621 SMART CAPNOLINE PLUS NON INTUBATED, ORAL 1,558.12 12012000 6510 Fire Gen - SupFrstAid BOUND TREE MEDICAL LLC 85712889 03/27/2025 20250411 74.69 Invoice: 85712889 AMIODARONE 150MG 3ML VIAL 25EA/PK 30PK/CS 74.69 12012000 6510 Fire Gen - SupFrstAid CHECK 505767 TOTAL: 2,537.27 505768 04/11/2025 PRTD 119351 BOURGET IMPORTS 215967 03/26/2025 20250411 1,044.00 Invoice: 215967 12.00 58258201 5513 Grnd Sell - CGS Wine Page 27 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/10/2025 11:23User: 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 1,032.00 5800 1353 Liquor BS - Inv Wine BOURGET IMPORTS 215964 03/26/2025 20250411 390.00 Invoice: 215964 6.00 58158101 5513 Sthdl Sell - CGS Wine 384.00 5800 1353 Liquor BS - Inv Wine BOURGET IMPORTS 215996 03/26/2025 20250411 228.00 Invoice: 215996 2.00 58058001 5512 50th Sell - CGS Liq 226.00 5800 1352 Liquor BS - Inv Liq BOURGET IMPORTS 215965 03/26/2025 20250411 902.00 Invoice: 215965 10.00 58058001 5513 50th Sell - CGS Wine 892.00 5800 1353 Liquor BS - Inv Wine BOURGET IMPORTS 215966 03/26/2025 20250411 228.00 Invoice: 215966 2.00 58058001 5512 50th Sell - CGS Liq 226.00 5800 1352 Liquor BS - Inv Liq CHECK 505768 TOTAL: 2,792.00 505769 04/11/2025 PRTD 117040 BOYER FORD TRUCKS INC 098P20367 03/21/2025 20250411 -107.47 Invoice: 098P20367 -107.47 61061004 6530 PW Equip - ReprParts BOYER FORD TRUCKS INC 098P20363 03/21/2025 20250411 941.74 Invoice: 098P20363 941.74 61061004 6530 PW Equip - ReprParts BOYER FORD TRUCKS INC 098P20345 03/21/2025 20250411 119.56 Invoice: 098P20345 119.56 61061004 6530 PW Equip - ReprParts BOYER FORD TRUCKS INC 098P20346 03/24/2025 20250411 25.14 Invoice: 098P20346 25.14 61061004 6530 PW Equip - ReprParts CHECK 505769 TOTAL: 978.97 505770 04/11/2025 PRTD 124291 BREAKTHRU BEVERAGE MINNESOTA WINE 120656624 03/26/2025 20250411 2,154.68 Invoice: 120656624 13.80 58258201 5512 Grnd Sell - CGS Liq 2,140.88 5800 1352 Liquor BS - Inv Liq BREAKTHRU BEVERAGE MINNESOTA WINE 120656623 03/26/2025 20250411 117.30 Invoice: 120656623 2.30 58258201 5515 Grnd Sell - CGS Other Page 28 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/10/2025 11:23User: 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 115.00 5800 1355 Liquor BS - Inv Misc BREAKTHRU BEVERAGE MINNESOTA WINE 120656622 03/26/2025 20250411 62.60 Invoice: 120656622 .29 58258201 5512 Grnd Sell - CGS Liq 62.31 5800 1352 Liquor BS - Inv Liq BREAKTHRU BEVERAGE MINNESOTA WINE 120656625 03/26/2025 20250411 1,986.35 Invoice: 120656625 10.35 58258201 5513 Grnd Sell - CGS Wine 1,976.00 5800 1353 Liquor BS - Inv Wine BREAKTHRU BEVERAGE MINNESOTA WINE 120656621 03/26/2025 20250411 181.15 Invoice: 120656621 1.15 58258201 5513 Grnd Sell - CGS Wine 180.00 5800 1353 Liquor BS - Inv Wine BREAKTHRU BEVERAGE MINNESOTA WINE 120656606 03/26/2025 20250411 178.76 Invoice: 120656606 .76 58158101 5512 Sthdl Sell - CGS Liq 178.00 5800 1352 Liquor BS - Inv Liq BREAKTHRU BEVERAGE MINNESOTA WINE 120656607 03/26/2025 20250411 870.90 Invoice: 120656607 6.90 58158101 5513 Sthdl Sell - CGS Wine 864.00 5800 1353 Liquor BS - Inv Wine BREAKTHRU BEVERAGE MINNESOTA WINE 120656605 03/26/2025 20250411 142.45 Invoice: 120656605 3.45 58158101 5515 Sthdl Sell - CGS Other 139.00 5800 1355 Liquor BS - Inv Misc BREAKTHRU BEVERAGE MINNESOTA WINE 120656609 03/26/2025 20250411 121.15 Invoice: 120656609 1.15 58158101 5515 Sthdl Sell - CGS Other 120.00 5800 1355 Liquor BS - Inv Misc BREAKTHRU BEVERAGE MINNESOTA WINE 120656608 03/26/2025 20250411 8,582.81 Invoice: 120656608 49.74 58158101 5512 Sthdl Sell - CGS Liq 8,533.07 5800 1352 Liquor BS - Inv Liq BREAKTHRU BEVERAGE MINNESOTA WINE 120656628 03/26/2025 20250411 2,575.78 Invoice: 120656628 14.95 58058001 5512 50th Sell - CGS Liq 2,560.83 5800 1352 Liquor BS - Inv Liq BREAKTHRU BEVERAGE MINNESOTA WINE 120656630 03/26/2025 20250411 41.73 Invoice: 120656630 .19 58058001 5512 50th Sell - CGS Liq 41.54 5800 1352 Liquor BS - Inv Liq Page 29 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/10/2025 11:23User: 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 BREAKTHRU BEVERAGE MINNESOTA WINE 120656629 03/26/2025 20250411 604.60 Invoice: 120656629 4.60 58058001 5513 50th Sell - CGS Wine 600.00 5800 1353 Liquor BS - Inv Wine BREAKTHRU BEVERAGE MINNESOTA WINE 120656626 03/26/2025 20250411 194.65 Invoice: 120656626 1.15 58058001 5513 50th Sell - CGS Wine 193.50 5800 1353 Liquor BS - Inv Wine BREAKTHRU BEVERAGE MINNESOTA WINE 120656627 03/26/2025 20250411 29.15 Invoice: 120656627 1.15 58058001 5515 50th Sell - CGS Other 28.00 5800 1355 Liquor BS - Inv Misc CHECK 505770 TOTAL: 17,844.06 505771 04/11/2025 PRTD 124529 BREAKTHRU BEVERAGE MINNESOTA BEER 413398547 03/31/2025 20250411 -7.69 Invoice: 413398547 -7.69 5800 1354 Liquor BS - Inv Beer BREAKTHRU BEVERAGE MINNESOTA BEER 413398548 03/31/2025 20250411 -7.69 Invoice: 413398548 -7.69 5800 1354 Liquor BS - Inv Beer BREAKTHRU BEVERAGE MINNESOTA BEER 413398545 03/31/2025 20250411 -22.00 Invoice: 413398545 -22.00 5800 1354 Liquor BS - Inv Beer BREAKTHRU BEVERAGE MINNESOTA BEER 120743969 04/01/2025 20250411 1,104.60 Invoice: 120743969 1,104.60 5800 1354 Liquor BS - Inv Beer BREAKTHRU BEVERAGE MINNESOTA BEER 120743971 04/01/2025 20250411 974.00 Invoice: 120743971 974.00 5800 1354 Liquor BS - Inv Beer BREAKTHRU BEVERAGE MINNESOTA BEER 120743968 04/01/2025 20250411 299.00 Invoice: 120743968 299.00 5800 1354 Liquor BS - Inv Beer BREAKTHRU BEVERAGE MINNESOTA BEER 120743972 04/01/2025 20250411 307.00 Invoice: 120743972 307.00 5800 1354 Liquor BS - Inv Beer BREAKTHRU BEVERAGE MINNESOTA BEER 120743967 04/01/2025 20250411 98.50 Invoice: 120743967 98.50 5800 1355 Liquor BS - Inv Misc BREAKTHRU BEVERAGE MINNESOTA BEER 120742485 04/01/2025 20250411 353.45 Invoice: 120742485 Page 30 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/10/2025 11:23User: 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 353.45 5800 1355 Liquor BS - Inv Misc BREAKTHRU BEVERAGE MINNESOTA BEER 120743987 04/01/2025 20250411 29.25 Invoice: 120743987 29.25 5800 1354 Liquor BS - Inv Beer BREAKTHRU BEVERAGE MINNESOTA BEER 120742484 04/01/2025 20250411 507.90 Invoice: 120742484 507.90 5800 1354 Liquor BS - Inv Beer BREAKTHRU BEVERAGE MINNESOTA BEER 120742489 04/01/2025 20250411 2,109.20 Invoice: 120742489 2,109.20 5800 1354 Liquor BS - Inv Beer BREAKTHRU BEVERAGE MINNESOTA BEER 120742488 04/01/2025 20250411 2,493.00 Invoice: 120742488 2,493.00 5800 1354 Liquor BS - Inv Beer BREAKTHRU BEVERAGE MINNESOTA BEER 120743993 04/01/2025 20250411 1,724.20 Invoice: 120743993 1,724.20 5800 1354 Liquor BS - Inv Beer BREAKTHRU BEVERAGE MINNESOTA BEER 120743991 04/01/2025 20250411 348.40 Invoice: 120743991 348.40 5800 1354 Liquor BS - Inv Beer BREAKTHRU BEVERAGE MINNESOTA BEER 120743990 04/01/2025 20250411 424.00 Invoice: 120743990 424.00 5800 1354 Liquor BS - Inv Beer BREAKTHRU BEVERAGE MINNESOTA BEER 120743992 04/01/2025 20250411 307.70 Invoice: 120743992 307.70 5800 1355 Liquor BS - Inv Misc CHECK 505771 TOTAL: 11,042.82 505772 04/11/2025 PRTD 161221 BUILDING CONTROLS GROUP LLC 87457 03/20/2025 20250411 182.12 Invoice: 87457 182.12 71071001 6530 Main Bldng - ReprParts CHECK 505772 TOTAL: 182.12 505773 04/11/2025 PRTD 119455 CAPITOL BEVERAGE SALES LP 3114530 03/28/2025 20250411 754.90 Invoice: 3114530 754.90 5800 1354 Liquor BS - Inv Beer CAPITOL BEVERAGE SALES LP 3114529 03/28/2025 20250411 242.00 Invoice: 3114529 242.00 5800 1355 Liquor BS - Inv Misc Page 31 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/10/2025 11:23User: 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 CAPITOL BEVERAGE SALES LP 3117809 04/04/2025 20250411 255.75 Invoice: 3117809 255.75 5800 1354 Liquor BS - Inv Beer CAPITOL BEVERAGE SALES LP 3117808 04/04/2025 20250411 -10.50 Invoice: 3117808 -10.50 5800 1354 Liquor BS - Inv Beer CAPITOL BEVERAGE SALES LP 3117947 04/04/2025 20250411 2,285.10 Invoice: 3117947 2,285.10 5800 1354 Liquor BS - Inv Beer CAPITOL BEVERAGE SALES LP 3117946 04/04/2025 20250411 868.00 Invoice: 3117946 868.00 5800 1352 Liquor BS - Inv Liq CAPITOL BEVERAGE SALES LP 3117945 04/04/2025 20250411 64.75 Invoice: 3117945 64.75 5800 1355 Liquor BS - Inv Misc CAPITOL BEVERAGE SALES LP 3117500 04/04/2025 20250411 242.40 Invoice: 3117500 242.40 5800 1355 Liquor BS - Inv Misc CAPITOL BEVERAGE SALES LP 3117501 04/04/2025 20250411 753.55 Invoice: 3117501 753.55 5800 1354 Liquor BS - Inv Beer CAPITOL BEVERAGE SALES LP 3117502 04/04/2025 20250411 1,382.00 Invoice: 3117502 1,382.00 5800 1352 Liquor BS - Inv Liq CHECK 505773 TOTAL: 6,837.95 505774 04/11/2025 PRTD 160520 CAREFREE AQUARIUM SERVICES LLC 29302 03/20/2025 20250411 177.00 Invoice: 29302 Aquarium Maintenance 177.00 16116103 6103 Senior Cen - Prof Svrs CHECK 505774 TOTAL: 177.00 505775 04/11/2025 PRTD 101515 CEMSTONE PRODUCTS COMPANY 7700504 03/25/2025 20250411 1,000.00 Invoice: 7700504 1,000.00 14014001 6406 Gen Mntce - SupOther CHECK 505775 TOTAL: 1,000.00 505776 04/11/2025 PRTD 142028 CINTAS CORPORATION 4224820879 03/21/2025 20250411 66.14 Invoice: 4224820879 66.14 63063001 6511 PW Fac - SupCustod Page 32 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/10/2025 11:23User: 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 CINTAS CORPORATION 4225063472 03/24/2025 20250411 13.83 Invoice: 4225063472 13.83 52052000 6103 Golf Gen - Prof Svrs CHECK 505776 TOTAL: 79.97 505777 04/11/2025 PRTD 142028 CINTAS CORPORATION 4225063415 03/24/2025 20250411 64.85 Invoice: 4225063415 64.85 52052000 6103 Golf Gen - Prof Svrs CHECK 505777 TOTAL: 64.85 505778 04/11/2025 PRTD 105246 CITY OF PLYMOUTH 2025-00000005 04/01/2025 20250411 8,268.01 Invoice: 2025-00000005 8,268.01 72000000 6406 MN TF 1 - SupOther CHECK 505778 TOTAL: 8,268.01 505779 04/11/2025 PRTD 146213 CITY OF ST. LOUIS PARK 03272025 03/27/2025 20250411 1,463.95 Invoice: 03272025 1,463.95 72000000 6406 MN TF 1 - SupOther CHECK 505779 TOTAL: 1,463.95 505780 04/11/2025 PRTD 130477 MCDONALD DISTRIBUTING COMPANY 798465 03/27/2025 20250411 267.00 Invoice: 798465 267.00 5800 1354 Liquor BS - Inv Beer CHECK 505780 TOTAL: 267.00 505781 04/11/2025 PRTD 135711 CONFLUENCE INC 31524 03/27/2025 20250411 54,800.00 Invoice: 31524 Fred Richards Park Design Serv 54,800.00 E P&R23200.DESIGN&BID. . 40900000 6716 P&R CP - CapParks CONFLUENCE INC 31522 03/27/2025 20250411 15,513.25 Invoice: 31522 15,513.25 26126100 6103 Cent TIF - Prof Svrs CHECK 505781 TOTAL: 70,313.25 505782 04/11/2025 PRTD 100699 CULLIGAN SOFTWATER SERVICE COMPAN 114X02546204 03/31/2025 20250411 357.00 Invoice: 114X02546204 357.00 13013000 6406 Pol Ad Gen - SupOther Page 33 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/10/2025 11:23User: 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 CULLIGAN SOFTWATER SERVICE COMPAN 114X02588800 03/31/2025 20250411 160.10 Invoice: 114X02588800 160.10 52052000 6103 Golf Gen - Prof Svrs CULLIGAN SOFTWATER SERVICE COMPAN 114X02490809 03/31/2025 20250411 126.60 Invoice: 114X02490809 126.60 71071001 6406 Main Bldng - SupOther CHECK 505782 TOTAL: 643.70 505783 04/11/2025 PRTD 133169 DAIKIN APPLIED 3514097 03/24/2025 20250411 2,382.80 Invoice: 3514097 Troubleshoot boiler, remove obsolete piping & pump 2,382.80 54054001 6180 Operations - Rep&Maint CHECK 505783 TOTAL: 2,382.80 505784 04/11/2025 PRTD 160780 DANGEROUS MAN BREWING CO LLC IN-7387 03/27/2025 20250411 225.00 Invoice: IN-7387 225.00 5800 1354 Liquor BS - Inv Beer DANGEROUS MAN BREWING CO LLC IN-7388 03/27/2025 20250411 283.00 Invoice: IN-7388 283.00 5800 1354 Liquor BS - Inv Beer DANGEROUS MAN BREWING CO LLC IN-7386 03/27/2025 20250411 298.00 Invoice: IN-7386 298.00 5800 1354 Liquor BS - Inv Beer CHECK 505784 TOTAL: 806.00 505785 04/11/2025 PRTD 100730 DORSEY & WHITNEY LLP 4058166 03/06/2025 20250411 8,352.00 Invoice: 4058166 7001 France TIF escrow legal 8,352.00 E DEV21002.MISCELLAN . . 26026000 6131 HRA Admin - PrfSvLegal DORSEY & WHITNEY LLP 4058169 03/06/2025 20250411 3,384.00 Invoice: 4058169 Client-Matter No.: 094802-00528 Pentagon South 3,384.00 26126104 6131 Pentgn TIF - PrfSvLegal CHECK 505785 TOTAL: 11,736.00 505786 04/11/2025 PRTD 129079 DRAIN KING INC 130230 03/27/2025 20250411 400.00 Invoice: 130230 400.00 52052005 6103 Clubhouse - Prof Svrs Page 34 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/10/2025 11:23User: 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 CHECK 505786 TOTAL: 400.00 505787 04/11/2025 PRTD 132810 ECM PUBLISHERS INC 1041573 03/27/2025 20250411 117.32 Invoice: 1041573 April 8 & May 6 PH's 117.32 10210202 6120 Lic & Perm - AdvLegal ECM PUBLISHERS INC 1041572 03/27/2025 20250411 172.90 Invoice: 1041572 York Ave Sanitary Sewer Extens 172.90 10210202 6120 Lic & Perm - AdvLegal CHECK 505787 TOTAL: 290.22 505788 04/11/2025 PRTD 100049 EHLERS AND ASSOCIATES 100657 03/07/2025 20250411 1,353.75 Invoice: 100657 7001 France TIF admin escrow 1,353.75 E DEV21002.MISCELLAN . . 26026000 6136 HRA Admin - PrfSvOther EHLERS AND ASSOCIATES 100636 03/07/2025 20250411 1,140.00 Invoice: 100636 TIF Admin - review SoDale 2 1,140.00 26126100 6103 Cent TIF - Prof Svrs CHECK 505788 TOTAL: 2,493.75 505789 04/11/2025 PRTD 160062 ELM CREEK BREWING COMPANY E-8115 03/26/2025 20250411 74.00 Invoice: E-8115 74.00 5800 1354 Liquor BS - Inv Beer CHECK 505789 TOTAL: 74.00 505790 04/11/2025 PRTD 161338 ENGAGE/NCG INC INV54389 03/26/2025 20250411 1,089.95 Invoice: INV54389 April 2025 The Times Newsletter 1,089.95 16116103 6575 Senior Cen - Printing CHECK 505790 TOTAL: 1,089.95 505791 04/11/2025 PRTD 100752 ESS BROTHERS & SONS INC FF1317 03/21/2025 20250411 11,548.00 Invoice: FF1317 11,548.00 59259202 6536 Stm Gen - Castings CHECK 505791 TOTAL: 11,548.00 505792 04/11/2025 PRTD 102179 EULL'S MANUFACTURING COMPANY INC 066959 03/21/2025 20250411 3,975.00 Invoice: 066959 3,975.00 59259202 6520 Stm Gen - Concrete Page 35 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/10/2025 11:23User: 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 505792 TOTAL: 3,975.00 505793 04/11/2025 PRTD 148012 EVEREST EMERGENCY VEHICLES INC P07812 03/27/2025 20250411 35.38 Invoice: P07812 35.38 61061006 6530 Fire Equip - ReprParts CHECK 505793 TOTAL: 35.38 505794 04/11/2025 PRTD 100146 ELLIOTT AUTO SUPPLY CO, INC 1-10585888 03/24/2025 20250411 77.89 Invoice: 1-10585888 77.89 61061013 6530 Cent Equip - ReprParts ELLIOTT AUTO SUPPLY CO, INC 69-545005 03/21/2025 20250411 54.32 Invoice: 69-545005 54.32 61061006 6530 Fire Equip - ReprParts ELLIOTT AUTO SUPPLY CO, INC 229-024463 03/25/2025 20250411 9.82 Invoice: 229-024463 9.82 61061005 6530 Police Eq - ReprParts ELLIOTT AUTO SUPPLY CO, INC 69-545305 03/26/2025 20250411 104.17 Invoice: 69-545305 104.17 61061002 6530 Assess Eq - ReprParts ELLIOTT AUTO SUPPLY CO, INC 229-024552 03/26/2025 20250411 3.52 Invoice: 229-024552 3.52 61061009 6530 Pk Mant Eq - ReprParts CHECK 505794 TOTAL: 249.72 505795 04/11/2025 PRTD 147181 FALLING BREWERY - BERGMAN LEDGE L E-18649 03/20/2025 20250411 527.00 Invoice: E-18649 527.00 5800 1354 Liquor BS - Inv Beer FALLING BREWERY - BERGMAN LEDGE L E-18652 03/28/2025 20250411 160.00 Invoice: E-18652 160.00 5800 1356 Liquor BS - Inventory THC Bev FALLING BREWERY - BERGMAN LEDGE L E-18796 04/01/2025 20250411 400.00 Invoice: E-18796 400.00 5800 1356 Liquor BS - Inventory THC Bev FALLING BREWERY - BERGMAN LEDGE L E-18784 04/01/2025 20250411 358.00 Invoice: E-18784 358.00 5800 1354 Liquor BS - Inv Beer CHECK 505795 TOTAL: 1,445.00 Page 36 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/10/2025 11:23User: 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 505796 04/11/2025 PRTD 103600 FERGUSON US HOLDINGS INC 0542030 03/25/2025 20250411 7,500.00 Invoice: 0542030 7,500.00 59059006 6406 Wat MtRead - SupOther FERGUSON US HOLDINGS INC 0542927-2 03/25/2025 20250411 48.00 Invoice: 0542927-2 48.00 59059006 6406 Wat MtRead - SupOther FERGUSON US HOLDINGS INC 0542200 03/25/2025 20250411 3,454.40 Invoice: 0542200 3,454.40 59059006 6406 Wat MtRead - SupOther FERGUSON US HOLDINGS INC CM041289 03/31/2025 20250411 -2,290.00 Invoice: CM041289 50 REG P/C USG 3/4 T10 *X OI:0542927-1 -2,290.00 59059006 6406 Wat MtRead - SupOther CHECK 505796 TOTAL: 8,712.40 505797 04/11/2025 PRTD 116492 BRIDGETOWER OPCO, LLC 745761606 02/18/2025 20250411 164.73 Invoice: 745761606 164.73 E P&R23200.DESIGN&BID. . 40900000 6716 P&R CP - CapParks BRIDGETOWER OPCO, LLC 745768959 03/18/2025 20250411 251.94 Invoice: 745768959 251.94 17017000 6103 Prk Mnt Ad - Prof Svrs BRIDGETOWER OPCO, LLC 745771647 03/27/2025 20250411 242.25 Invoice: 745771647 242.25 10210202 6120 Lic & Perm - AdvLegal CHECK 505797 TOTAL: 658.92 505798 04/11/2025 PRTD 130699 FLEETPRIDE INC 124369201 03/21/2025 20250411 32.99 Invoice: 124369201 32.99 61061004 6530 PW Equip - ReprParts CHECK 505798 TOTAL: 32.99 505799 04/11/2025 PRTD 136583 FLUID INTERIORS LLC 40056.001 03/25/2025 20250411 119,770.80 Invoice: 40056.001 Furniture for Fire Station 2 (50% Deposit) 119,770.80 E FIR21008.MISCELLAN . . 40500000 6712 Fire CP - CapFur&Off Page 37 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/10/2025 11:23User: 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 CHECK 505799 TOTAL: 119,770.80 505800 04/11/2025 PRTD 102727 FORCE AMERICA DISTRIBUTING LLC IN200-2004269 03/25/2025 20250411 115.00 Invoice: IN200-2004269 115.00 17017000 6103 Prk Mnt Ad - Prof Svrs FORCE AMERICA DISTRIBUTING LLC IN200-2004268 03/25/2025 20250411 966.00 Invoice: IN200-2004268 966.00 14014006 6103 Snow Rem - Prof Svrs CHECK 505800 TOTAL: 1,081.00 505801 04/11/2025 PRTD 102456 GALLS PARENT HOLDINGS LLC 030694378 03/10/2025 20250411 20.93 Invoice: 030694378 Embroidery / Shield Logo - Wenande 20.93 13213201 6203 Emgcy Res - Uniforms GALLS PARENT HOLDINGS LLC 030843119 03/25/2025 20250411 320.00 Invoice: 030843119 LBV POUCHES- CADETS - Eckstein 320.00 13013000 6203 Pol Ad Gen - Uniforms GALLS PARENT HOLDINGS LLC 030843099 03/25/2025 20250411 32.50 Invoice: 030843099 Accumold Inner Trouser Belt - Sussman 32.50 13013000 6203 Pol Ad Gen - Uniforms GALLS PARENT HOLDINGS LLC 030854038 03/26/2025 20250411 38.95 Invoice: 030854038 EXTENDED PISTOL TACO Cadets - Eckstein 38.95 13013000 6203 Pol Ad Gen - Uniforms CHECK 505801 TOTAL: 412.38 505802 04/11/2025 PRTD 100775 GENERAL SPORTS CORPORATION 1747 03/27/2025 20250411 900.00 Invoice: 1747 skate school 6 -ccm women's parka jacket 900.00 55055004 6203 Uniforms CHECK 505802 TOTAL: 900.00 505803 04/11/2025 PRTD 101351 GILBERT MECHANICAL CONTRACTORS LL 258284 03/26/2025 20250411 534.00 Invoice: 258284 534.00 52052005 6103 Clubhouse - Prof Svrs CHECK 505803 TOTAL: 534.00 505804 04/11/2025 PRTD 101103 WW GRAINGER 9447269144 03/21/2025 20250411 111.24 Invoice: 9447269144 111.24 71071001 6406 Main Bldng - SupOther WW GRAINGER 9447430225 03/21/2025 20250411 90.10 Page 38 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/10/2025 11:23User: 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 Invoice: 9447430225 90.10 58258200 6180 Grnd AdGe - Rep&Maint WW GRAINGER 9451050174 03/25/2025 20250411 132.30 Invoice: 9451050174 WET MOP 132.30 12012000 6511 Fire Gen - SupCustod WW GRAINGER 9452659767 03/26/2025 20250411 59.38 Invoice: 9452659767 GRAIN SCOOP,26-1/4 IN. HANDLE,ALUMINUM MANUFACTURE 59.38 12012000 6406 Fire Gen - SupOther CHECK 505804 TOTAL: 393.02 505805 04/11/2025 PRTD 100788 H & L MESABI COMPANY 14609 03/21/2025 20250411 2,871.92 Invoice: 14609 2,871.92 61061004 6530 PW Equip - ReprParts H & L MESABI COMPANY 14608 03/21/2025 20250411 80.00 Invoice: 14608 80.00 61061009 6530 Pk Mant Eq - ReprParts CHECK 505805 TOTAL: 2,951.92 505806 04/11/2025 PRTD 129108 HAAG COMPANIES INC 4-514853 03/25/2025 20250411 85.00 Invoice: 4-514853 85.00 14014006 6406 Snow Rem - SupOther CHECK 505806 TOTAL: 85.00 505807 04/11/2025 PRTD 151092 HARDLINE EQUIPMENT LLC 42212982 01/07/2025 20250411 1,289.50 Invoice: 42212982 1,289.50 61061004 6530 PW Equip - ReprParts CHECK 505807 TOTAL: 1,289.50 505808 04/11/2025 PRTD 100797 HAWKINS INC 6978664 02/06/2025 20250411 23,628.48 Invoice: 6978664 23,628.48 59059005 6545 Wat Treat - Chemicals CHECK 505808 TOTAL: 23,628.48 505809 04/11/2025 PRTD 143563 HEADFLYER BREWING E-7111 03/26/2025 20250411 183.00 Invoice: E-7111 183.00 5800 1354 Liquor BS - Inv Beer HEADFLYER BREWING E-7112 03/26/2025 20250411 172.00 Invoice: E-7112 Page 39 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/10/2025 11:23User: 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 172.00 5800 1356 Liquor BS - Inventory THC Bev HEADFLYER BREWING E-7110 03/26/2025 20250411 114.00 Invoice: E-7110 114.00 5800 1354 Liquor BS - Inv Beer CHECK 505809 TOTAL: 469.00 505810 04/11/2025 PRTD 160637 HGS LLC IN52244 02/06/2025 20250411 95.00 Invoice: IN52244 95.00 59259205 6103 Stm EngSrv - Prof Svrs HGS LLC IN52681-1 03/06/2025 20250411 60.00 Invoice: IN52681-1 short paid original invoice pmt 60.00 59259205 6103 Stm EngSrv - Prof Svrs CHECK 505810 TOTAL: 155.00 505811 04/11/2025 PRTD 100805 HIRSHFIELDS INC 03507676 03/24/2025 20250411 124.53 Invoice: 03507676 124.53 E FIR21008.MISCELLAN . . 40500000 6103 Fire CP - Prof Svrs CHECK 505811 TOTAL: 124.53 505812 04/11/2025 PRTD 116680 HP INC 9019888593 03/07/2025 20250411 1,387.16 Invoice: 9019888593 TNelson laptop - being returned 1,387.16 62062000 6409 I.T. Gen - SupComp HP INC 9019911625 03/12/2025 20250411 1,330.63 Invoice: 9019911625 Repl Laptop 1,330.63 62062000 6409 I.T. Gen - SupComp CHECK 505812 TOTAL: 2,717.79 505813 04/11/2025 PRTD 161336 HUGO'S TREE CARE INC 19958 03/27/2025 20250411 165,971.25 Invoice: 19958 Highway 100 Interchange Projec 165,971.25 E ENG23041.CONSTRUCTN.CNTRCT PMT. 46046000 6715 MSA - CapInfrast CHECK 505813 TOTAL: 165,971.25 505814 04/11/2025 PRTD 161137 HYDRO SQUAD LLC 032725 03/27/2025 20250411 950.00 Invoice: 032725 Compactor Cleaning 950.00 Page 40 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/10/2025 11:23User: 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 E ENG98002.MISCELLAN .SERVICES . 40840801 6103 Faclt CP - Prof Svrs CHECK 505814 TOTAL: 950.00 505815 04/11/2025 PRTD 146427 LUCID BREWING LLC IN-242213 03/26/2025 20250411 160.00 Invoice: IN-242213 160.00 5800 1356 Liquor BS - Inventory THC Bev LUCID BREWING LLC IN-242214 03/26/2025 20250411 245.00 Invoice: IN-242214 245.00 5800 1354 Liquor BS - Inv Beer CHECK 505815 TOTAL: 405.00 505816 04/11/2025 PRTD 100814 INDELCO PLASTICS CORPORATION INV514886 03/21/2025 20250411 445.73 Invoice: INV514886 445.73 59059002 6406 Wat Wells - SupOther CHECK 505816 TOTAL: 445.73 505817 04/11/2025 PRTD 160653 INSIGHT BREWING COMPANY LLC 22713 03/26/2025 20250411 277.50 Invoice: 22713 277.50 5800 1354 Liquor BS - Inv Beer CHECK 505817 TOTAL: 277.50 505818 04/11/2025 PRTD 161023 J R CONTRACTING LLC 2508 12/11/2024 20250411 2,500.00 Invoice: 2508 4040 70th St. Edina 2,500.00 26126100 6102 Cent TIF - Contr Svrs CHECK 505818 TOTAL: 2,500.00 505819 04/11/2025 PRTD 100828 JERRY'S ENTERPRISES INC 79946 03/23/2025 20250411 20.22 Invoice: 79946 16OZ CARB& CHOKE CLEANER 20.22 12012000 6406 Fire Gen - SupOther JERRY'S ENTERPRISES INC 79944 03/21/2025 20250411 40.89 Invoice: 79944 40.89 63063001 6511 PW Fac - SupCustod JERRY'S ENTERPRISES INC 79936 03/21/2025 20250411 28.37 Invoice: 79936 28.37 52052000 6406 Golf Gen - SupOther JERRY'S ENTERPRISES INC 79935 03/21/2025 20250411 36.88 Invoice: 79935 Page 41 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/10/2025 11:23User: 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 36.88 17017000 6406 Prk Mnt Ad - SupOther JERRY'S ENTERPRISES INC 79934 03/21/2025 20250411 8.98 Invoice: 79934 8.98 17017006 6406 Bldg Maint - SupOther JERRY'S ENTERPRISES INC 79933 03/21/2025 20250411 7.01 Invoice: 79933 7.01 14014001 6406 Gen Mntce - SupOther JERRY'S ENTERPRISES INC 79929 03/20/2025 20250411 12.14 Invoice: 79929 12.14 59059003 6406 Wat Distr - SupOther JERRY'S ENTERPRISES INC 79953 03/24/2025 20250411 4.94 Invoice: 79953 4.94 15415400 6556 Elec Gen - Tool&Acces JERRY'S ENTERPRISES INC 79965 03/25/2025 20250411 26.98 Invoice: 79965 26.98 14014006 6406 Snow Rem - SupOther JERRY'S ENTERPRISES INC 79968 03/25/2025 20250411 17.99 Invoice: 79968 17.99 63063001 6406 PW Fac - SupOther JERRY'S ENTERPRISES INC 79971 03/26/2025 20250411 2.96 Invoice: 79971 2.96 14014006 6406 Snow Rem - SupOther JERRY'S ENTERPRISES INC 79973 03/26/2025 20250411 33.28 Invoice: 79973 33.28 17017006 6406 Bldg Maint - SupOther CHECK 505819 TOTAL: 240.64 505820 04/11/2025 PRTD 161144 JIXXIE 2238 03/26/2025 20250411 648.00 Invoice: 2238 648.00 5800 1356 Liquor BS - Inventory THC Bev CHECK 505820 TOTAL: 648.00 505821 04/11/2025 PRTD 150045 JOHNNIE-0 INC 1989912 03/25/2025 20250411 3,575.68 Invoice: 1989912 32.68 52052006 5510 Ret Sales - CGS 3,543.00 52005200 1356 Course BS - Inventory CHECK 505821 TOTAL: 3,575.68 Page 42 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/10/2025 11:23User: 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 505822 04/11/2025 PRTD 100835 ARTISAN BEER COMPANY 3755977 03/27/2025 20250411 1,837.90 Invoice: 3755977 1,837.90 5800 1354 Liquor BS - Inv Beer ARTISAN BEER COMPANY 3755976 03/27/2025 20250411 73.80 Invoice: 3755976 73.80 5800 1356 Liquor BS - Inventory THC Bev ARTISAN BEER COMPANY 3755975 03/27/2025 20250411 2,668.70 Invoice: 3755975 2,668.70 5800 1354 Liquor BS - Inv Beer ARTISAN BEER COMPANY 3755974 03/27/2025 20250411 239.90 Invoice: 3755974 239.90 5800 1354 Liquor BS - Inv Beer ARTISAN BEER COMPANY 418423 03/28/2025 20250411 -24.64 Invoice: 418423 -24.64 5800 1356 Liquor BS - Inventory THC Bev ARTISAN BEER COMPANY 418422 03/28/2025 20250411 -36.00 Invoice: 418422 -36.00 5800 1354 Liquor BS - Inv Beer CHECK 505822 TOTAL: 4,759.66 505823 04/11/2025 PRTD 100835 PHILLIPS WINE & SPIRITS 6950668 03/27/2025 20250411 83.90 Invoice: 6950668 1.40 58158101 5512 Sthdl Sell - CGS Liq 82.50 5800 1352 Liquor BS - Inv Liq PHILLIPS WINE & SPIRITS 6950665 03/27/2025 20250411 5.60 Invoice: 6950665 5.60 58158101 5513 Sthdl Sell - CGS Wine PHILLIPS WINE & SPIRITS 6950670 03/27/2025 20250411 356.40 Invoice: 6950670 8.40 58158101 5513 Sthdl Sell - CGS Wine 348.00 5800 1353 Liquor BS - Inv Wine PHILLIPS WINE & SPIRITS 6950663 03/27/2025 20250411 1.40 Invoice: 6950663 1.40 58158101 5513 Sthdl Sell - CGS Wine PHILLIPS WINE & SPIRITS 6950669 03/27/2025 20250411 1,420.72 Invoice: 6950669 30.80 58158101 5513 Sthdl Sell - CGS Wine 1,389.92 5800 1353 Liquor BS - Inv Wine PHILLIPS WINE & SPIRITS 6950666 03/27/2025 20250411 200.90 Page 43 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/10/2025 11:23User: 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 Invoice: 6950666 4.20 58158101 5515 Sthdl Sell - CGS Other 196.70 5800 1355 Liquor BS - Inv Misc PHILLIPS WINE & SPIRITS 6950667 03/27/2025 20250411 1,760.64 Invoice: 6950667 18.20 58158101 5512 Sthdl Sell - CGS Liq 1,742.44 5800 1352 Liquor BS - Inv Liq PHILLIPS WINE & SPIRITS 6950659 03/27/2025 20250411 89.40 Invoice: 6950659 1.40 58058001 5515 50th Sell - CGS Other 88.00 5800 1355 Liquor BS - Inv Misc PHILLIPS WINE & SPIRITS 6950664 03/27/2025 20250411 67.55 Invoice: 6950664 1.40 58058001 5513 50th Sell - CGS Wine 66.15 5800 1353 Liquor BS - Inv Wine PHILLIPS WINE & SPIRITS 6950661 03/27/2025 20250411 1,199.20 Invoice: 6950661 11.20 58058001 5513 50th Sell - CGS Wine 1,188.00 5800 1353 Liquor BS - Inv Wine PHILLIPS WINE & SPIRITS 6950671 03/27/2025 20250411 158.00 Invoice: 6950671 2.80 58258201 5515 Grnd Sell - CGS Other 155.20 5800 1355 Liquor BS - Inv Misc PHILLIPS WINE & SPIRITS 6950672 03/27/2025 20250411 1,651.12 Invoice: 6950672 16.80 58258201 5512 Grnd Sell - CGS Liq 1,634.32 5800 1352 Liquor BS - Inv Liq PHILLIPS WINE & SPIRITS 6950674 03/27/2025 20250411 575.35 Invoice: 6950674 12.60 58258201 5513 Grnd Sell - CGS Wine 562.75 5800 1353 Liquor BS - Inv Wine PHILLIPS WINE & SPIRITS 6950662 03/27/2025 20250411 1.40 Invoice: 6950662 1.40 58258201 5513 Grnd Sell - CGS Wine PHILLIPS WINE & SPIRITS 6950673 03/27/2025 20250411 3,127.70 Invoice: 6950673 49.00 58258201 5513 Grnd Sell - CGS Wine 3,078.70 5800 1353 Liquor BS - Inv Wine PHILLIPS WINE & SPIRITS 6950660 03/27/2025 20250411 1,455.60 Invoice: 6950660 18.20 58058001 5512 50th Sell - CGS Liq 1,437.40 5800 1352 Liquor BS - Inv Liq Page 44 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/10/2025 11:23User: 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 CHECK 505823 TOTAL: 12,154.88 505824 04/11/2025 PRTD 100835 WINE MERCHANTS 7513064 03/27/2025 20250411 1,237.30 Invoice: 7513064 21.00 58158101 5513 Sthdl Sell - CGS Wine 1,216.30 5800 1353 Liquor BS - Inv Wine WINE MERCHANTS 7513115 03/27/2025 20250411 121.40 Invoice: 7513115 1.40 58158101 5515 Sthdl Sell - CGS Other 120.00 5800 1355 Liquor BS - Inv Misc WINE MERCHANTS 7513063 03/27/2025 20250411 1,586.80 Invoice: 7513063 16.80 58058001 5513 50th Sell - CGS Wine 1,570.00 5800 1353 Liquor BS - Inv Wine WINE MERCHANTS 7513065 03/27/2025 20250411 1,707.78 Invoice: 7513065 15.40 58258201 5513 Grnd Sell - CGS Wine 1,692.38 5800 1353 Liquor BS - Inv Wine CHECK 505824 TOTAL: 4,653.28 505825 04/11/2025 PRTD 100835 JOHNSON BROTHERS LIQUOR CO 2755742 03/27/2025 20250411 490.00 Invoice: 2755742 7.00 58158101 5512 Sthdl Sell - CGS Liq 483.00 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2755740 03/27/2025 20250411 4,020.60 Invoice: 2755740 26.60 58158101 5512 Sthdl Sell - CGS Liq 3,994.00 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2755738 03/27/2025 20250411 1,047.50 Invoice: 2755738 11.20 58158101 5512 Sthdl Sell - CGS Liq 1,036.30 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2755744 03/27/2025 20250411 703.40 Invoice: 2755744 15.40 58158101 5513 Sthdl Sell - CGS Wine 688.00 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 2755739 03/27/2025 20250411 1,418.73 Invoice: 2755739 19.60 58158101 5513 Sthdl Sell - CGS Wine 1,399.13 5800 1353 Liquor BS - Inv Wine Page 45 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/10/2025 11:23User: 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 JOHNSON BROTHERS LIQUOR CO 2755737 03/27/2025 20250411 571.75 Invoice: 2755737 7.00 58158101 5513 Sthdl Sell - CGS Wine 564.75 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 2755745 03/27/2025 20250411 33.40 Invoice: 2755745 1.40 58158101 5515 Sthdl Sell - CGS Other 32.00 5800 1355 Liquor BS - Inv Misc JOHNSON BROTHERS LIQUOR CO 2755736 03/27/2025 20250411 38.40 Invoice: 2755736 1.40 58158101 5515 Sthdl Sell - CGS Other 37.00 5800 1355 Liquor BS - Inv Misc JOHNSON BROTHERS LIQUOR CO 2755734 03/27/2025 20250411 258.80 Invoice: 2755734 2.80 58058001 5513 50th Sell - CGS Wine 256.00 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 2755732 03/27/2025 20250411 483.01 Invoice: 2755732 5.60 58058001 5513 50th Sell - CGS Wine 477.41 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 2755731 03/27/2025 20250411 565.12 Invoice: 2755731 5.60 58058001 5513 50th Sell - CGS Wine 559.52 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 2755752 03/27/2025 20250411 33.40 Invoice: 2755752 1.40 58258201 5515 Grnd Sell - CGS Other 32.00 5800 1355 Liquor BS - Inv Misc JOHNSON BROTHERS LIQUOR CO 2755749 03/27/2025 20250411 4,574.35 Invoice: 2755749 32.20 58258201 5512 Grnd Sell - CGS Liq 4,542.15 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2755747 03/27/2025 20250411 1,215.81 Invoice: 2755747 12.83 58258201 5512 Grnd Sell - CGS Liq 1,202.98 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2755753 03/27/2025 20250411 129.40 Invoice: 2755753 1.40 58258201 5512 Grnd Sell - CGS Liq 128.00 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2755750 03/27/2025 20250411 550.10 Invoice: 2755750 Page 46 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/10/2025 11:23User: 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 12.60 58258201 5512 Grnd Sell - CGS Liq 537.50 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2755746 03/27/2025 20250411 587.84 Invoice: 2755746 8.40 58258201 5513 Grnd Sell - CGS Wine 579.44 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 2755748 03/27/2025 20250411 1,041.26 Invoice: 2755748 12.60 58258201 5513 Grnd Sell - CGS Wine 1,028.66 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 2755751 03/27/2025 20250411 906.00 Invoice: 2755751 14.00 58258201 5513 Grnd Sell - CGS Wine 892.00 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 2755754 03/27/2025 20250411 237.60 Invoice: 2755754 5.60 58258201 5513 Grnd Sell - CGS Wine 232.00 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 2755730 03/27/2025 20250411 181.40 Invoice: 2755730 1.40 58058001 5512 50th Sell - CGS Liq 180.00 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2755733 03/27/2025 20250411 1,082.45 Invoice: 2755733 7.00 58058001 5512 50th Sell - CGS Liq 1,075.45 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2755735 03/27/2025 20250411 55.40 Invoice: 2755735 1.40 58058001 5512 50th Sell - CGS Liq 54.00 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 129742 03/28/2025 20250411 -16.87 Invoice: 129742 -16.87 5800 1353 Liquor BS - Inv Wine CHECK 505825 TOTAL: 20,208.85 505826 04/11/2025 PRTD 118261 JOHNSON HEALTH TECH RETAIL INC. 21-081706 03/27/2025 20250411 1,488.18 Invoice: 21-081706 Time/Materials to repair fitness equipment 1,488.18 54054001 6180 Operations - Rep&Maint CHECK 505826 TOTAL: 1,488.18 Page 47 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/10/2025 11:23User: 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 505827 04/11/2025 PRTD 160373 KFI ENGINEERS PC 70587 03/12/2025 22400052 20250411 9,980.00 Invoice: 70587 BAS Citywide Standardization Engineering Services 9,980.00 E ENG23103.DESIGN&BID. . 40840800 6103 Eng CP - Prof Svrs CHECK 505827 TOTAL: 9,980.00 505828 04/11/2025 PRTD 151024 LA DONA SBC 7695 03/28/2025 20250411 84.00 Invoice: 7695 84.00 5800 1354 Liquor BS - Inv Beer CHECK 505828 TOTAL: 84.00 505829 04/11/2025 PRTD 160902 HEUER, JASON LLOYD 2958 03/25/2025 20250411 300.00 Invoice: 2958 03/25/25 Staff Portraits 300.00 10410400 6103 Comm Gen - Prof Svrs CHECK 505829 TOTAL: 300.00 505830 04/11/2025 PRTD 100852 LAWSON PRODUCTS INC 9312333523 03/22/2025 20250411 221.29 Invoice: 9312333523 221.29 14014001 6556 Gen Mntce - Tool&Acces LAWSON PRODUCTS INC 9312335701 03/24/2025 20250411 75.02 Invoice: 9312335701 75.02 14014007 6531 Trfc Safty - Sgns&Psts CHECK 505830 TOTAL: 296.31 505831 04/11/2025 PRTD 116575 LIFELINE INC LL-21699 03/26/2025 20250411 3,776.00 Invoice: LL-21699 3,776.00 14014000 6104 PW Adm Gen - Conf&Schls CHECK 505831 TOTAL: 3,776.00 505832 04/11/2025 PRTD 100858 LOGIS 117011 03/05/2025 20250411 2,269.50 Invoice: 117011 Hwy 100 Fiber Relocate adn LOGIS Tokens 390.00 62062000 6160 I.T. Gen - Sftwr&Data 1,879.50 E ENG23041.CONSTRUCTN.CONSULTING. 44044000 6715 Streets - CapInfrast CHECK 505832 TOTAL: 2,269.50 Page 48 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/10/2025 11:23User: 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 505833 04/11/2025 PRTD 160548 LUCE LINE BREWING CO LLC E-3647 03/27/2025 20250411 140.00 Invoice: E-3647 140.00 5800 1356 Liquor BS - Inventory THC Bev LUCE LINE BREWING CO LLC E-3652 03/27/2025 20250411 143.00 Invoice: E-3652 143.00 5800 1354 Liquor BS - Inv Beer LUCE LINE BREWING CO LLC E-3651 03/27/2025 20250411 70.00 Invoice: E-3651 70.00 5800 1356 Liquor BS - Inventory THC Bev LUCE LINE BREWING CO LLC E-3646 03/27/2025 20250411 195.00 Invoice: E-3646 195.00 5800 1354 Liquor BS - Inv Beer CHECK 505833 TOTAL: 548.00 505834 04/11/2025 PRTD 123848 LVC COMPANIES INC 165494 03/20/2025 20250411 376.00 Invoice: 165494 Two year contract extension 376.00 15515500 6102 Faclt Gen - Contr Svrs LVC COMPANIES INC 165496 03/20/2025 20250411 376.00 Invoice: 165496 Two year contract extension 376.00 15515500 6102 Faclt Gen - Contr Svrs CHECK 505834 TOTAL: 752.00 505835 04/11/2025 PRTD 141215 MAVERICK WINE LLC INV1552345 03/27/2025 20250411 730.50 Invoice: INV1552345 10.50 58158101 5513 Sthdl Sell - CGS Wine 720.00 5800 1353 Liquor BS - Inv Wine MAVERICK WINE LLC INV1552356 03/27/2025 20250411 1,325.96 Invoice: INV1552356 6.00 58258201 5512 Grnd Sell - CGS Liq 1,319.96 5800 1352 Liquor BS - Inv Liq MAVERICK WINE LLC INV1552340 03/27/2025 20250411 695.58 Invoice: INV1552340 7.50 58258201 5513 Grnd Sell - CGS Wine 688.08 5800 1353 Liquor BS - Inv Wine MAVERICK WINE LLC INV1552328 03/27/2025 20250411 586.98 Invoice: INV1552328 3.00 58058001 5512 50th Sell - CGS Liq 583.98 5800 1352 Liquor BS - Inv Liq Page 49 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/10/2025 11:23User: 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 CHECK 505835 TOTAL: 3,339.02 505836 04/11/2025 PRTD 103944 MOBILE HEALTH SERVICES LLC 47182 03/24/2025 20250411 37.50 Invoice: 47182 Annual Hearing Test- Brian Hanrahan 37.50 12012000 6175 Fire Gen - EmpExams MOBILE HEALTH SERVICES LLC 47205 03/27/2025 20250411 450.00 Invoice: 47205 Comprehensive Physical- Slama and Sipple 450.00 12012000 6175 Fire Gen - EmpExams CHECK 505836 TOTAL: 487.50 505837 04/11/2025 PRTD 146040 MEGA BEER LLC IN-22965 03/26/2025 20250411 601.00 Invoice: IN-22965 601.00 5800 1354 Liquor BS - Inv Beer CHECK 505837 TOTAL: 601.00 505838 04/11/2025 PRTD 101483 MENARDS 5343 03/20/2025 20250411 473.15 Invoice: 5343 Hose, pliers 473.15 54054001 6406 Operations - SupOther CHECK 505838 TOTAL: 473.15 505839 04/11/2025 PRTD 101483 MENARDS 20734 03/21/2025 20250411 397.37 Invoice: 20734 397.37 61061004 6406 PW Equip - SupOther MENARDS 20737 03/21/2025 20250411 89.70 Invoice: 20737 89.70 14014001 6406 Gen Mntce - SupOther MENARDS 20890 03/24/2025 20250411 411.45 Invoice: 20890 411.45 52052005 6406 Clubhouse - SupOther MENARDS 20911 03/24/2025 20250411 31.32 Invoice: 20911 31.32 14014001 6406 Gen Mntce - SupOther MENARDS 20913 03/24/2025 20250411 191.36 Invoice: 20913 191.36 59059002 6406 Wat Wells - SupOther MENARDS 29052 03/25/2025 20250411 11.94 Invoice: 29052 11.94 14014001 6406 Gen Mntce - SupOther Page 50 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/10/2025 11:23User: 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 MENARDS 20947 03/25/2025 20250411 145.55 Invoice: 20947 145.55 52052005 6406 Clubhouse - SupOther MENARDS 21018 03/26/2025 20250411 9.99 Invoice: 21018 9.99 14014001 6556 Gen Mntce - Tool&Acces MENARDS 21085 03/27/2025 20250411 10.96 Invoice: 21085 10.96 14014001 6556 Gen Mntce - Tool&Acces MENARDS 21077 03/27/2025 20250411 50.95 Invoice: 21077 50.95 52052005 6406 Clubhouse - SupOther CHECK 505839 TOTAL: 1,350.59 505840 04/11/2025 PRTD 161354 MES SERVICE COMPANY LLC. IN2221843 03/19/2025 20250411 1,113.43 Invoice: IN2221843 1,113.43 72000000 6406 MN TF 1 - SupOther CHECK 505840 TOTAL: 1,113.43 505841 04/11/2025 PRTD 100885 METRO SALES INC INV2745030 03/24/2025 20250411 4,500.93 Invoice: INV2745030 Ricoh Quarterly Usage 4,500.93 62062000 6230 I.T. Gen - SrvCntrcts CHECK 505841 TOTAL: 4,500.93 505842 04/11/2025 PRTD 102507 METRO VOLLEYBALL OFFICIALS ASSOCI 2606 03/24/2025 20250411 476.00 Invoice: 2606 476.00 16116100 6103 Athltc Act - Prof Svrs CHECK 505842 TOTAL: 476.00 505843 04/11/2025 PRTD 145395 MILK AND HONEY LLC 15413 03/27/2025 20250411 236.00 Invoice: 15413 236.00 5800 1354 Liquor BS - Inv Beer CHECK 505843 TOTAL: 236.00 505844 04/11/2025 PRTD 128914 BJKK DEVELOPMENT 37583 03/22/2025 20250411 48.50 Invoice: 37583 Summer Jobs 2025 Rack Card 48.50 10910900 6121 HR Gen - AdvPrsnel BJKK DEVELOPMENT 37609 03/27/2025 20250411 51.29 Page 51 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/10/2025 11:23User: 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 Invoice: 37609 "Meet Lindsay" 6132/3136 Oaklawn Ave 51.29 12100000 6575 Build Insp - Printing BJKK DEVELOPMENT 37608 03/27/2025 20250411 198.10 Invoice: 37608 "Meet Lindsay" 198.10 12100000 6575 Build Insp - Printing CHECK 505844 TOTAL: 297.89 505845 04/11/2025 PRTD 140955 MODIST BREWING LLC E-57897 04/01/2025 20250411 156.90 Invoice: E-57897 156.90 5800 1356 Liquor BS - Inventory THC Bev MODIST BREWING LLC E-57898 04/01/2025 20250411 136.90 Invoice: E-57898 136.90 5800 1354 Liquor BS - Inv Beer MODIST BREWING LLC E-57899 04/01/2025 20250411 332.25 Invoice: E-57899 332.25 5800 1354 Liquor BS - Inv Beer CHECK 505845 TOTAL: 626.05 505846 04/11/2025 PRTD 100906 MTI DISTRIBUTING INC 1466515-00 03/26/2025 20250411 24.99 Invoice: 1466515-00 24.99 52052000 6406 Golf Gen - SupOther MTI DISTRIBUTING INC 1464764-00 03/26/2025 20250411 494.83 Invoice: 1464764-00 494.83 52052000 6406 Golf Gen - SupOther MTI DISTRIBUTING INC 1465212-00 03/26/2025 20250411 109.35 Invoice: 1465212-00 109.35 52052000 6406 Golf Gen - SupOther MTI DISTRIBUTING INC 1466478-00 03/26/2025 20250411 94.36 Invoice: 1466478-00 94.36 52052000 6530 Golf Gen - ReprParts MTI DISTRIBUTING INC 1466570-00 03/27/2025 20250411 2.90 Invoice: 1466570-00 2.90 52052000 6530 Golf Gen - ReprParts MTI DISTRIBUTING INC 1466718-00 03/27/2025 20250411 22.71 Invoice: 1466718-00 22.71 52052000 6530 Golf Gen - ReprParts CHECK 505846 TOTAL: 749.14 Page 52 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/10/2025 11:23User: 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 505847 04/11/2025 PRTD 100076 NEW FRANCE WINE CO 240173 03/26/2025 20250411 443.00 Invoice: 240173 5.00 58258201 5512 Grnd Sell - CGS Liq 438.00 5800 1352 Liquor BS - Inv Liq NEW FRANCE WINE CO 240171 03/26/2025 20250411 198.50 Invoice: 240171 2.50 58158101 5513 Sthdl Sell - CGS Wine 196.00 5800 1353 Liquor BS - Inv Wine NEW FRANCE WINE CO 240174 03/26/2025 20250411 812.50 Invoice: 240174 12.50 58058001 5513 50th Sell - CGS Wine 800.00 5800 1353 Liquor BS - Inv Wine CHECK 505847 TOTAL: 1,454.00 505848 04/11/2025 PRTD 132620 NINE MILE CREEK WATERSHED DISTRIC 2025-03 03/26/2025 22500032 20250411 30,437.00 Invoice: 2025-03 Fred Richards Park Wetland Impact Escrow 30,437.00 40900000 6716 P&R CP - CapParks CHECK 505848 TOTAL: 30,437.00 505849 04/11/2025 PRTD 142880 NORDIC SOLAR HOLDCO LLC INV-NSH005039 02/28/2025 20250411 4,778.67 Invoice: INV-NSH005039 1/1/2025 - 1/31/2025 4,778.67 59059005 6185 Wat Treat - Elec&Solar CHECK 505849 TOTAL: 4,778.67 505850 04/11/2025 PRTD 117830 NORTHLAND BUSINESS SYSTEMS IN110414 03/25/2025 20250411 3,338.91 Invoice: IN110414 4/12/2025 to 4/11/2026 3,338.91 21000000 6105 E911 - Dues&Sub CHECK 505850 TOTAL: 3,338.91 505851 04/11/2025 PRTD 161003 O'CONNOR INC 86093 03/24/2025 20250411 1,583.00 Invoice: 86093 1,583.00 52052000 6203 Golf Gen - Uniforms O'CONNOR INC 86143 03/26/2025 20250411 1,690.23 Invoice: 86143 765.60 52005200 1356 Course BS - Inventory 47.63 52052006 5510 Ret Sales - CGS 877.00 52052000 6203 Golf Gen - Uniforms Page 53 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/10/2025 11:23User: 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 CHECK 505851 TOTAL: 3,273.23 505852 04/11/2025 PRTD 160033 OLD WORLD BEER LLC 15885 03/28/2025 20250411 282.50 Invoice: 15885 282.50 5800 1354 Liquor BS - Inv Beer CHECK 505852 TOTAL: 282.50 505853 04/11/2025 PRTD 999995 Traditions By Donnay Homes LLC ED218210-REFUND 03/31/2025 20250411 2,500.00 Invoice: ED218210-REFUND ED21810 5728 Chowen Ave S 2,500.00 1000 2064 GF Bal Sh - BldgEscrow CHECK 505853 TOTAL: 2,500.00 505854 04/11/2025 PRTD 999997 ABBASI, HAMID 139756 04/09/2025 20250411 108.77 Invoice: 139756 UB 0200330007 4611 WOODDALE 108.77 59005900 1211 Wat BS - Accts Rec CHECK 505854 TOTAL: 108.77 505855 04/11/2025 PRTD 999997 BURNS, NATALIE 139757 04/09/2025 20250411 208.52 Invoice: 139757 UB 0200571005 4116 SUNNYSIDE 208.52 59005900 1211 Wat BS - Accts Rec CHECK 505855 TOTAL: 208.52 505856 04/11/2025 PRTD 999997 CASTLE PEAK PROPERTIES LLC 139767 04/09/2025 20250411 33.52 Invoice: 139767 UB 0120193003 5820 OAKLAWN 33.52 59005900 1211 Wat BS - Accts Rec CHECK 505856 TOTAL: 33.52 505857 04/11/2025 PRTD 999997 DAVIDSON, ANNE 139774 04/09/2025 20250411 69.40 Invoice: 139774 UB 0305511005 411 HARRISON 69.40 59005900 1211 Wat BS - Accts Rec CHECK 505857 TOTAL: 69.40 505858 04/11/2025 PRTD 999997 DJ HOLDINGS LLC 139769 04/09/2025 20250411 475.23 Invoice: 139769 UB 0342548005 5816 OLINGER 475.23 59005900 1211 Wat BS - Accts Rec CHECK 505858 TOTAL: 475.23 Page 54 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/10/2025 11:23User: 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 505859 04/11/2025 PRTD 999997 DONNAY HOMES 139765 04/09/2025 20250411 30.19 Invoice: 139765 UB 0120185003 5809 OAKLAWN 30.19 59005900 1211 Wat BS - Accts Rec CHECK 505859 TOTAL: 30.19 505860 04/11/2025 PRTD 999997 EDIN, THEODORE 139748 04/09/2025 20250411 68.86 Invoice: 139748 UB 0153828016 7033 VALLEY VIEW 68.86 59005900 1211 Wat BS - Accts Rec CHECK 505860 TOTAL: 68.86 505861 04/11/2025 PRTD 999997 ELLIOTT, CHRISTOPHER 139763 04/09/2025 20250411 57.26 Invoice: 139763 UB 0342551009 6322 RED FOX 57.26 59005900 1211 Wat BS - Accts Rec CHECK 505861 TOTAL: 57.26 505862 04/11/2025 PRTD 999997 FERNANDEZ, FREDDY 139776 04/09/2025 20250411 21.43 Invoice: 139776 UB 0202852001 4825 WESTBROOK 21.43 59005900 1211 Wat BS - Accts Rec CHECK 505862 TOTAL: 21.43 505863 04/11/2025 PRTD 999997 FEWER, KJERSTEN 139747 04/09/2025 20250411 23.07 Invoice: 139747 UB 0110341005 5700 EWING 23.07 59005900 1211 Wat BS - Accts Rec CHECK 505863 TOTAL: 23.07 505864 04/11/2025 PRTD 999997 FRESHTEKHU, FARZAD 139772 04/09/2025 20250411 31.80 Invoice: 139772 UB 0202972006 4529 VANDERVORK 31.80 59005900 1211 Wat BS - Accts Rec CHECK 505864 TOTAL: 31.80 505865 04/11/2025 PRTD 999997 GHORPADE, ASAWARI 139761 04/09/2025 20250411 54.30 Invoice: 139761 UB 0340454001 6512 JOSEPHINE 54.30 59005900 1211 Wat BS - Accts Rec CHECK 505865 TOTAL: 54.30 Page 55 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/10/2025 11:23User: 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 505866 04/11/2025 PRTD 999997 GREAT NEIGHBORHOOD HOMES 139764 04/09/2025 20250411 79.85 Invoice: 139764 UB 0201427009 5009 BRUCE 79.85 59005900 1211 Wat BS - Accts Rec CHECK 505866 TOTAL: 79.85 505867 04/11/2025 PRTD 999997 HAGEMEYER, WESLEY 139750 04/09/2025 20250411 14.80 Invoice: 139750 UB 0165054006 6717 SIOUX 14.80 59005900 1211 Wat BS - Accts Rec CHECK 505867 TOTAL: 14.80 505868 04/11/2025 PRTD 999997 HP MINNESOTA I LLC 139775 04/09/2025 20250411 249.03 Invoice: 139775 UB 0340552002 6416 WILRYAN 249.03 59005900 1211 Wat BS - Accts Rec CHECK 505868 TOTAL: 249.03 505869 04/11/2025 PRTD 999997 JOHNSON, PHILIP 139752 04/09/2025 20250411 240.99 Invoice: 139752 UB 0110020076 5629 WOODCREST 240.99 59005900 1211 Wat BS - Accts Rec CHECK 505869 TOTAL: 240.99 505870 04/11/2025 PRTD 999997 KLOBE, ANNE-MARIE 139773 04/09/2025 20250411 31.13 Invoice: 139773 UB 0203815005 5012 56TH 31.13 59005900 1211 Wat BS - Accts Rec CHECK 505870 TOTAL: 31.13 505871 04/11/2025 PRTD 999997 KOESTER, STEVEN 139770 04/09/2025 20250411 113.14 Invoice: 139770 UB 0153752800 6124 SCOTIA 113.14 59005900 1211 Wat BS - Accts Rec CHECK 505871 TOTAL: 113.14 505872 04/11/2025 PRTD 999997 LANGE, SHANE 139749 04/09/2025 20250411 728.18 Invoice: 139749 UB 0158056009 7313 SCHEY 728.18 59005900 1211 Wat BS - Accts Rec CHECK 505872 TOTAL: 728.18 Page 56 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/10/2025 11:23User: 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 505873 04/11/2025 PRTD 999997 MADSON, CAMILLA 139751 04/09/2025 20250411 177.73 Invoice: 139751 UB 0201277000 4404 PHILBROOK 177.73 59005900 1211 Wat BS - Accts Rec CHECK 505873 TOTAL: 177.73 505874 04/11/2025 PRTD 999997 MARTIN, CHRISTOPHER 139762 04/09/2025 20250411 28.46 Invoice: 139762 UB 0341995005 6216 HANSEN 28.46 59005900 1211 Wat BS - Accts Rec CHECK 505874 TOTAL: 28.46 505875 04/11/2025 PRTD 999997 MARTIN, RYAN 139766 04/09/2025 20250411 65.29 Invoice: 139766 UB 0200116007 4527 BRUCE 65.29 59005900 1211 Wat BS - Accts Rec CHECK 505875 TOTAL: 65.29 505876 04/11/2025 PRTD 999997 MRACHEK, KAY 139771 04/09/2025 20250411 38.64 Invoice: 139771 UB 0158005001 7301 SHANNON 38.64 59005900 1211 Wat BS - Accts Rec CHECK 505876 TOTAL: 38.64 505877 04/11/2025 PRTD 999997 NEIGHBORLY PROPERTY GROUP 139768 04/09/2025 20250411 23.23 Invoice: 139768 UB 0120741000 4701 VALLEY VIEW 23.23 59005900 1211 Wat BS - Accts Rec CHECK 505877 TOTAL: 23.23 505878 04/11/2025 PRTD 999997 RAE LINNELL, SHELLY 139759 04/09/2025 20250411 59.79 Invoice: 139759 UB 0330320004 6300 BROOKVIEW 59.79 59005900 1211 Wat BS - Accts Rec CHECK 505878 TOTAL: 59.79 505879 04/11/2025 PRTD 999997 RIES, STEVE 139754 04/09/2025 20250411 52.22 Invoice: 139754 UB 0110795006 6100 ABBOTT 52.22 59005900 1211 Wat BS - Accts Rec CHECK 505879 TOTAL: 52.22 Page 57 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/10/2025 11:23User: 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 505880 04/11/2025 PRTD 999997 VARMA, ABHIJIT 139758 04/09/2025 20250411 151.16 Invoice: 139758 UB 0200765001 4825 MAPLE 151.16 59005900 1211 Wat BS - Accts Rec CHECK 505880 TOTAL: 151.16 505881 04/11/2025 PRTD 999997 WILLIAMS, EVAN 139753 04/09/2025 20250411 212.06 Invoice: 139753 UB 0110235004 3905 58TH 212.06 59005900 1211 Wat BS - Accts Rec CHECK 505881 TOTAL: 212.06 505882 04/11/2025 PRTD 100944 PAUSTIS WINE COMPANY 261701 03/25/2025 20250411 279.50 Invoice: 261701 7.50 58258201 5513 Grnd Sell - CGS Wine 272.00 5800 1353 Liquor BS - Inv Wine PAUSTIS WINE COMPANY 261794 03/26/2025 20250411 107.00 Invoice: 261794 4.00 58158101 5513 Sthdl Sell - CGS Wine 103.00 5800 1353 Liquor BS - Inv Wine PAUSTIS WINE COMPANY 261793 03/26/2025 20250411 107.00 Invoice: 261793 4.00 58058001 5513 50th Sell - CGS Wine 103.00 5800 1353 Liquor BS - Inv Wine PAUSTIS WINE COMPANY 261721 03/27/2025 20250411 105.50 Invoice: 261721 2.50 58258201 5513 Grnd Sell - CGS Wine 103.00 5800 1353 Liquor BS - Inv Wine CHECK 505882 TOTAL: 599.00 505883 04/11/2025 PRTD 141258 PEMBER COMPANIES INC ENG 21-26 #9 01/30/2025 20250411 178,206.84 Invoice: ENG 21-26 #9 ENG 21-6 Grandview Pedestrian 178,206.84 E ENG21026.CONSTRUCTN.CNTRCT PMT. 26126106 6715 Grnd 2 TIF - CapInfrast CHECK 505883 TOTAL: 178,206.84 505884 04/11/2025 PRTD 100945 PEPSI-COLA COMPANY 29483006 04/02/2025 20250411 400.25 Invoice: 29483006 400.25 57057000 5510 General - CGS PEPSI-COLA COMPANY 42051006 04/07/2025 20250411 385.40 Page 58 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/10/2025 11:23User: 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 Invoice: 42051006 385.40 5800 1355 Liquor BS - Inv Misc CHECK 505884 TOTAL: 785.65 505885 04/11/2025 PRTD 138081 PETERSON SALT & WATER TREATMENT WO - 007584 03/12/2025 20250411 158.25 Invoice: WO - 007584 Water Softener Salt 158.25 54054001 6406 Operations - SupOther PETERSON SALT & WATER TREATMENT WO - 006853 03/26/2025 20250411 89.10 Invoice: WO - 006853 water softner salt 89.10 12012000 6406 Fire Gen - SupOther CHECK 505885 TOTAL: 247.35 505886 04/11/2025 PRTD 161328 DULCET FOUNTAINS & AERATION INC 11291 03/25/2025 20250411 197.50 Invoice: 11291 Arrowhead Lake 197.50 59259206 6103 Stm P&LNon - Prof Svrs DULCET FOUNTAINS & AERATION INC 11293 03/25/2025 20250411 197.50 Invoice: 11293 Indianhead Lake 197.50 59259206 6103 Stm P&LNon - Prof Svrs CHECK 505886 TOTAL: 395.00 505887 04/11/2025 PRTD 129706 PREMIUM WATERS INC 310713670 03/31/2025 20250411 15.00 Invoice: 310713670 Water @ EP, March (Monthly Service Charge) 15.00 54054001 6406 Operations - SupOther CHECK 505887 TOTAL: 15.00 505888 04/11/2025 PRTD 106322 SCHENCK, DAVID 162222 03/26/2025 20250411 328.84 Invoice: 162222 CONCESSIONS SUPPLIES, PROSOURCE 328.84 54054002 5510 Concession - CGS CHECK 505888 TOTAL: 328.84 505889 04/11/2025 PRTD 143618 PRYES BREWING COMPANY LLC W-94916 03/26/2025 20250411 400.50 Invoice: W-94916 400.50 5800 1354 Liquor BS - Inv Beer PRYES BREWING COMPANY LLC W-94944 03/26/2025 20250411 382.50 Invoice: W-94944 382.50 5800 1354 Liquor BS - Inv Beer Page 59 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/10/2025 11:23User: 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 CHECK 505889 TOTAL: 783.00 505890 04/11/2025 PRTD 131685 QUADIENT LEASING US, INC. Q1787749 03/26/2025 20250411 516.99 Invoice: Q1787749 Lease: N23012959 1/25/25 to 4/24/25 258.50 15000000 6406 Eng Gen - SupOther 258.49 14014000 6406 PW Adm Gen - SupOther CHECK 505890 TOTAL: 516.99 505891 04/11/2025 PRTD 135833 QUALITY FORKLIFT SALES AND SERVIC W04136 03/21/2025 22500021 20250411 25,048.00 Invoice: W04136 2025 Uni-Carriers Fort lift 25,048.00 42700000 6711 PW ER - CapVh&Equp CHECK 505891 TOTAL: 25,048.00 505892 04/11/2025 PRTD 138267 QUALITY LOCKSMITH INC QLS29964 03/25/2025 20250411 291.25 Invoice: QLS29964 291.25 63063000 6103 City Hall - Prof Svrs CHECK 505892 TOTAL: 291.25 505893 04/11/2025 PRTD 138298 RED BULL DISTRIBUTION COMPANY INC 2024788341 03/28/2025 20250411 664.20 Invoice: 2024788341 664.20 5800 1355 Liquor BS - Inv Misc CHECK 505893 TOTAL: 664.20 505894 04/11/2025 PRTD 125936 REINDERS INC 3407466-00 03/21/2025 20250411 3,349.38 Invoice: 3407466-00 CLP -putting course chemicals 3,349.38 57057000 6540 General - SdFertWeed CHECK 505894 TOTAL: 3,349.38 505895 04/11/2025 PRTD 149242 BRIANS LAWN AND LANDSCAPING INC 3197417 03/27/2025 20250411 245.00 Invoice: 3197417 245.00 57057000 6540 General - SdFertWeed CHECK 505895 TOTAL: 245.00 505896 04/11/2025 PRTD 100988 SAFETY KLEEN SYSTEMS INC R003381466 03/27/2025 20250411 124.21 Invoice: R003381466 MONTHLY LG SELF-RECYCLING PARTS WASHER 124.21 61061004 6584 PW Equip - Lubricants Page 60 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/10/2025 11:23User: 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 CHECK 505896 TOTAL: 124.21 505897 04/11/2025 PRTD 160574 JEAN, SANDRA 03/2025 03/24/2025 20250411 880.00 Invoice: 03/2025 MARCH INTERIOR PLANT MAINTENANCE 880.00 54054001 6541 Operations - TrFlwShrb CHECK 505897 TOTAL: 880.00 505898 04/11/2025 PRTD 144403 SENTEXT SOLUTIONS 382185 03/20/2025 20250411 318.50 Invoice: 382185 Sentext subscription for texting 318.50 10410403 6127 Website - OthrDigCom SENTEXT SOLUTIONS 378318 01/20/2025 20250411 318.50 Invoice: 378318 Sentext subscription for texting 318.50 10410403 6127 Website - OthrDigCom SENTEXT SOLUTIONS 380266 02/20/2025 20250411 318.50 Invoice: 380266 Sentext subscription for texting 318.50 10410403 6127 Website - OthrDigCom CHECK 505898 TOTAL: 955.50 505899 04/11/2025 PRTD 161057 SEWING BY CAROLYN 122 03/24/2025 20250411 396.00 Invoice: 122 396.00 72000000 6406 MN TF 1 - SupOther SEWING BY CAROLYN 90 10/22/2024 20250411 228.00 Invoice: 90 228.00 72000000 6406 MN TF 1 - SupOther SEWING BY CAROLYN 123 03/24/2025 20250411 588.00 Invoice: 123 588.00 72000000 6406 MN TF 1 - SupOther CHECK 505899 TOTAL: 1,212.00 505900 04/11/2025 PRTD 103409 KELBRO COMPANY 3132819 03/27/2025 20250411 69.21 Invoice: 3132819 4.00 58258201 5515 Grnd Sell - CGS Other 65.21 5800 1355 Liquor BS - Inv Misc KELBRO COMPANY 3132889 03/27/2025 20250411 166.63 Invoice: 3132889 4.00 58158101 5515 Sthdl Sell - CGS Other 162.63 5800 1355 Liquor BS - Inv Misc Page 61 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/10/2025 11:23User: 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 CHECK 505900 TOTAL: 235.84 505901 04/11/2025 PRTD 120784 WALSH GRAPHICS INC 20227 03/25/2025 20250411 298.00 Invoice: 20227 Bonfe Dashers - Braemar East & West 298.00 55055000 6103 Admin - Prof Svrs CHECK 505901 TOTAL: 298.00 505902 04/11/2025 PRTD 161396 SLETTEN, TANYA 25CAPF-Sletten 03/07/2025 20250411 1,000.00 Invoice: 25CAPF-Sletten Climate Action Fund e-bike cost-share 1,000.00 25000004 6103 Professional Services CHECK 505902 TOTAL: 1,000.00 505903 04/11/2025 PRTD 127878 SOUTHERN GLAZERS WINE & SPIRITS L 2603866 03/26/2025 20250411 3,025.32 Invoice: 2603866 25.60 58258201 5512 Grnd Sell - CGS Liq 2,999.72 5800 1352 Liquor BS - Inv Liq SOUTHERN GLAZERS WINE & SPIRITS L 2603869 03/26/2025 20250411 3,615.50 Invoice: 2603869 14.40 58258201 5513 Grnd Sell - CGS Wine 3,601.10 5800 1353 Liquor BS - Inv Wine SOUTHERN GLAZERS WINE & SPIRITS L 2603870 03/26/2025 20250411 600.80 Invoice: 2603870 .80 58258201 5513 Grnd Sell - CGS Wine 600.00 5800 1353 Liquor BS - Inv Wine SOUTHERN GLAZERS WINE & SPIRITS L 2603868 03/26/2025 20250411 293.80 Invoice: 2603868 4.00 58258201 5513 Grnd Sell - CGS Wine 289.80 5800 1353 Liquor BS - Inv Wine SOUTHERN GLAZERS WINE & SPIRITS L 2603867 03/26/2025 20250411 429.60 Invoice: 2603867 5.60 58258201 5513 Grnd Sell - CGS Wine 424.00 5800 1353 Liquor BS - Inv Wine SOUTHERN GLAZERS WINE & SPIRITS L 2603860 03/26/2025 20250411 2,484.03 Invoice: 2603860 24.80 58158101 5512 Sthdl Sell - CGS Liq 2,459.23 5800 1352 Liquor BS - Inv Liq SOUTHERN GLAZERS WINE & SPIRITS L 2603859 03/26/2025 20250411 348.36 Invoice: 2603859 3.20 58158101 5513 Sthdl Sell - CGS Wine 345.16 5800 1353 Liquor BS - Inv Wine Page 62 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/10/2025 11:23User: 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 SOUTHERN GLAZERS WINE & SPIRITS L 2603863 03/26/2025 20250411 64.76 Invoice: 2603863 .80 58158101 5513 Sthdl Sell - CGS Wine 63.96 5800 1353 Liquor BS - Inv Wine SOUTHERN GLAZERS WINE & SPIRITS L 2603861 03/26/2025 20250411 343.92 Invoice: 2603861 3.20 58158101 5513 Sthdl Sell - CGS Wine 340.72 5800 1353 Liquor BS - Inv Wine SOUTHERN GLAZERS WINE & SPIRITS L 2603865 03/26/2025 20250411 128.80 Invoice: 2603865 .80 58158101 5513 Sthdl Sell - CGS Wine 128.00 5800 1353 Liquor BS - Inv Wine SOUTHERN GLAZERS WINE & SPIRITS L 2603862 03/26/2025 20250411 554.80 Invoice: 2603862 4.80 58158101 5515 Sthdl Sell - CGS Other 550.00 5800 1355 Liquor BS - Inv Misc SOUTHERN GLAZERS WINE & SPIRITS L 2603864 03/26/2025 20250411 4,236.25 Invoice: 2603864 16.93 58158101 5512 Sthdl Sell - CGS Liq 4,219.32 5800 1352 Liquor BS - Inv Liq SOUTHERN GLAZERS WINE & SPIRITS L 2603853 03/26/2025 20250411 2,183.47 Invoice: 2603853 15.20 58058001 5512 50th Sell - CGS Liq 2,168.27 5800 1352 Liquor BS - Inv Liq SOUTHERN GLAZERS WINE & SPIRITS L 2603857 03/26/2025 20250411 1,903.17 Invoice: 2603857 7.20 58058001 5512 50th Sell - CGS Liq 1,895.97 5800 1352 Liquor BS - Inv Liq SOUTHERN GLAZERS WINE & SPIRITS L 2603854 03/26/2025 20250411 1,738.40 Invoice: 2603854 10.40 58058001 5513 50th Sell - CGS Wine 1,728.00 5800 1353 Liquor BS - Inv Wine SOUTHERN GLAZERS WINE & SPIRITS L 2603855 03/26/2025 20250411 551.20 Invoice: 2603855 3.20 58058001 5513 50th Sell - CGS Wine 548.00 5800 1353 Liquor BS - Inv Wine SOUTHERN GLAZERS WINE & SPIRITS L 2603858 03/26/2025 20250411 128.80 Invoice: 2603858 .80 58058001 5513 50th Sell - CGS Wine 128.00 5800 1353 Liquor BS - Inv Wine SOUTHERN GLAZERS WINE & SPIRITS L 2603856 03/26/2025 20250411 599.70 Invoice: 2603856 Page 63 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/10/2025 11:23User: 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 7.20 58058001 5515 50th Sell - CGS Other 592.50 5800 1355 Liquor BS - Inv Misc CHECK 505903 TOTAL: 23,230.68 505904 04/11/2025 PRTD 100438 STANTEC CONSULTING SERVICES INC 2374317 03/27/2025 20250411 10,488.00 Invoice: 2374317 Traffic and Parking Study for 5100 Eden Ave. 10,488.00 E DEV15001.MISCELLAN .SERVICES . 40200000 6103 Com Dev CP - Prof Svrs CHECK 505904 TOTAL: 10,488.00 505905 04/11/2025 PRTD 105842 MINER, LTD 5310739919 03/26/2025 20250411 583.00 Invoice: 5310739919 583.00 63063001 6180 PW Fac - Rep&Maint CHECK 505905 TOTAL: 583.00 505906 04/11/2025 PRTD 101007 THE MINNESOTA STAR TRIBUNE I11375-03152025-01 03/31/2025 20250411 11,500.00 Invoice: I11375-03152025-01 03/01-03/20 Edina Liquor 2025 3,833.33 58058001 6122 50th Sell - AdvOther 3,833.33 58158101 6122 Sthdl Sell - AdvOther 3,833.34 58258201 6122 Grnd Sell - AdvOther CHECK 505906 TOTAL: 11,500.00 505907 04/11/2025 PRTD 133068 STEEL TOE BREWING LLC 59691 03/26/2025 20250411 363.00 Invoice: 59691 363.00 5800 1354 Liquor BS - Inv Beer STEEL TOE BREWING LLC 59701 03/26/2025 20250411 205.00 Invoice: 59701 205.00 5800 1354 Liquor BS - Inv Beer STEEL TOE BREWING LLC 59661 03/26/2025 20250411 148.00 Invoice: 59661 148.00 5800 1354 Liquor BS - Inv Beer CHECK 505907 TOTAL: 716.00 505908 04/11/2025 PRTD 101015 STREICHERS INC I1752545 03/21/2025 20250411 254.97 Invoice: I1752545 Duty Pants - Penman 254.97 13013000 6203 Pol Ad Gen - Uniforms STREICHERS INC I1753241 03/25/2025 20250411 204.99 Invoice: I1753241 Duty holster - Travis Larsen Page 64 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/10/2025 11:23User: 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 204.99 13013000 6203 Pol Ad Gen - Uniforms CHECK 505908 TOTAL: 459.96 505909 04/11/2025 PRTD 102140 SUN MOUNTAIN SPORTS INC 1283613 03/24/2025 20250411 223.00 Invoice: 1283613 19.00 52052006 5510 Ret Sales - CGS 204.00 52005200 1356 Course BS - Inventory CHECK 505909 TOTAL: 223.00 505910 04/11/2025 PRTD 137673 SWEETLAND ORCHARD LLC 5265 03/27/2025 20250411 129.00 Invoice: 5265 129.00 5800 1354 Liquor BS - Inv Beer CHECK 505910 TOTAL: 129.00 505911 04/11/2025 PRTD 104932 TAYLOR MADE 38203493 03/27/2025 20250411 236.36 Invoice: 38203493 6.25 52052006 5510 Ret Sales - CGS 230.11 52005200 1356 Course BS - Inventory TAYLOR MADE 38227529 03/30/2025 20250411 273.03 Invoice: 38227529 10.00 52052006 5510 Ret Sales - CGS 263.03 52005200 1356 Course BS - Inventory TAYLOR MADE 38222696 03/29/2025 20250411 103.44 Invoice: 38222696 14.32 52052006 5510 Ret Sales - CGS 89.12 52005200 1356 Course BS - Inventory TAYLOR MADE 38207545 03/29/2025 20250411 136.52 Invoice: 38207545 131.52 52005200 1356 Course BS - Inventory 5.00 52005200 1356 Course BS - Inventory CHECK 505911 TOTAL: 749.35 505912 04/11/2025 PRTD 101038 TOLL COMPANY 0010610119 03/27/2025 20250411 151.04 Invoice: 0010610119 151.04 61061004 6580 PW Equip - SupWelding CHECK 505912 TOTAL: 151.04 Page 65 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/10/2025 11:23User: 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 505913 04/11/2025 PRTD 103982 TRAFFIC CONTROL CORPORATION 157209 03/25/2025 22500023 20250411 34,615.00 Invoice: 157209 Video Detection and ADA Ped upgrade - 70th & Metro 34,615.00 15415403 6180 Trfc Signl - Rep&Maint TRAFFIC CONTROL CORPORATION 157234 03/27/2025 20250411 2,940.00 Invoice: 157234 2,940.00 15415403 6180 Trfc Signl - Rep&Maint CHECK 505913 TOTAL: 37,555.00 505914 04/11/2025 PRTD 136342 TRAVISMATHEW LLC 92725107 03/26/2025 20250411 1,483.20 Invoice: 92725107 43.20 52052006 5510 Ret Sales - CGS 1,440.00 52005200 1356 Course BS - Inventory CHECK 505914 TOTAL: 1,483.20 505915 04/11/2025 PRTD 101360 TWIN CITY HARDWARE COMPANY INC PSI2323083 03/25/2025 20250411 700.00 Invoice: PSI2323083 700.00 55055001 6180 Bldg/Grnds - Rep&Maint TWIN CITY HARDWARE COMPANY INC PSI2322954 03/25/2025 20250411 475.00 Invoice: PSI2322954 475.00 55055001 6180 Bldg/Grnds - Rep&Maint CHECK 505915 TOTAL: 1,175.00 505916 04/11/2025 PRTD 102150 TWIN CITY SEED CO 200556 03/24/2025 20250411 147.50 Invoice: 200556 147.50 17017003 6540 GH & Hort - SdFertWeed CHECK 505916 TOTAL: 147.50 505917 04/11/2025 PRTD 160648 UNIFIRST CORPORATION 1410131564 03/24/2025 20250411 11.92 Invoice: 1410131564 Customer# 1863223 P&R 11.92 17017006 6201 Bldg Maint - Laundry UNIFIRST CORPORATION 1410131557 03/24/2025 20250411 40.08 Invoice: 1410131557 Customer# 1863189 PWK UTILITIES 40.08 59059001 6201 Wat GB - Laundry UNIFIRST CORPORATION 1410131568 03/24/2025 20250411 59.31 Invoice: 1410131568 Customer# 1941169 - ENG FACILITIES, HVAC 59.31 63063001 6201 PW Fac - Laundry UNIFIRST CORPORATION 1410131751 03/24/2025 20250411 50.85 Invoice: 1410131751 Customer# 1864623 PWK Shop Page 66 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/10/2025 11:23User: 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 50.85 61061004 6201 PW Equip - Laundry CHECK 505917 TOTAL: 162.16 505918 04/11/2025 PRTD 145567 UNMAPPED BREWING COMPANY LLC E-4748 03/26/2025 20250411 310.00 Invoice: E-4748 310.00 5800 1354 Liquor BS - Inv Beer UNMAPPED BREWING COMPANY LLC E-4778 04/01/2025 20250411 180.00 Invoice: E-4778 180.00 5800 1354 Liquor BS - Inv Beer CHECK 505918 TOTAL: 490.00 505919 04/11/2025 PRTD 160770 LAURA M BREDEMUS 79658 03/24/2025 20250411 251.95 Invoice: 79658 251.95 52052004 6406 Instrctn - SupOther CHECK 505919 TOTAL: 251.95 505920 04/11/2025 PRTD 135232 UPPER MIDWEST ATHLETIC CONSTRUCTI 3-11/24 11/20/2024 22400047 20250411 146,179.65 Invoice: 3-11/24 146,179.65 40900000 6710 P&R CP - Cap Other UPPER MIDWEST ATHLETIC CONSTRUCTI 3-11/24.1 11/20/2024 20250411 45,059.00 Invoice: 3-11/24.1 Courtney Field Site Improvemen 45,059.00 E P&R23208.CONSTRUCTN. . 40900000 6716 P&R CP - CapParks CHECK 505920 TOTAL: 191,238.65 505921 04/11/2025 PRTD 140954 URBAN GROWLER BREWING COMPANY E-39253 03/26/2025 20250411 163.00 Invoice: E-39253 163.00 5800 1354 Liquor BS - Inv Beer URBAN GROWLER BREWING COMPANY E-39254 03/26/2025 20250411 221.00 Invoice: E-39254 221.00 5800 1354 Liquor BS - Inv Beer CHECK 505921 TOTAL: 384.00 505922 04/11/2025 PRTD 140009 US KIDS GOLF LLC IN2128881 03/11/2025 20250411 248.85 Invoice: IN2128881 16.55 52052006 5510 Ret Sales - CGS 232.30 52005200 1356 Course BS - Inventory Page 67 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/10/2025 11:23User: 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 US KIDS GOLF LLC IN2129141 03/13/2025 20250411 192.96 Invoice: IN2129141 15.63 52052006 5510 Ret Sales - CGS 177.33 52005200 1356 Course BS - Inventory US KIDS GOLF LLC IN2129057 03/12/2025 20250411 235.93 Invoice: IN2129057 15.85 52052006 5510 Ret Sales - CGS 220.08 52052006 5510 Ret Sales - CGS CHECK 505922 TOTAL: 677.74 505923 04/11/2025 PRTD 100050 U.S. POSTAL SERVICE 376-PI-2025 04/08/2025 20250411 350.00 Invoice: 376-PI-2025 PERMIT FEE RENEWAL 350.00 16116103 6235 Senior Cen - Postage CHECK 505923 TOTAL: 350.00 505924 04/11/2025 PRTD 144209 VENN BREWING COMPANY LLC 8502 03/26/2025 20250411 180.00 Invoice: 8502 180.00 5800 1354 Liquor BS - Inv Beer CHECK 505924 TOTAL: 180.00 505925 04/11/2025 PRTD 151441 VESTIS 2500636876 03/25/2025 20250411 66.50 Invoice: 2500636876 March Rug Service 66.50 54054001 6103 Operations - Prof Svrs CHECK 505925 TOTAL: 66.50 505926 04/11/2025 PRTD 101066 VIKING ELECTRIC SUPPLY S008972351.001 03/25/2025 20250411 576.00 Invoice: S008972351.001 576.00 15415401 6180 Str Lt Reg - Rep&Maint CHECK 505926 TOTAL: 576.00 505927 04/11/2025 PRTD 119454 VINOCOPIA INC 0370756-IN 03/27/2025 20250411 2,221.75 Invoice: 0370756-IN 16.25 58158101 5512 Sthdl Sell - CGS Liq 2,205.50 5800 1352 Liquor BS - Inv Liq VINOCOPIA INC 0370750-IN 03/27/2025 20250411 796.50 Invoice: 0370750-IN 12.50 58158101 5513 Sthdl Sell - CGS Wine 784.00 5800 1353 Liquor BS - Inv Wine VINOCOPIA INC 0370788-IN 03/27/2025 20250411 136.25 Page 68 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/10/2025 11:23User: 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 Invoice: 0370788-IN 1.25 58058001 5515 50th Sell - CGS Other 135.00 5800 1355 Liquor BS - Inv Misc VINOCOPIA INC 0370757-IN 03/27/2025 20250411 1,245.75 Invoice: 0370757-IN 13.75 58058001 5513 50th Sell - CGS Wine 1,232.00 5800 1353 Liquor BS - Inv Wine VINOCOPIA INC 0370748-IN 03/27/2025 20250411 217.25 Invoice: 0370748-IN 1.25 58258201 5515 Grnd Sell - CGS Other 216.00 5800 1355 Liquor BS - Inv Misc VINOCOPIA INC 0370747-IN 03/27/2025 20250411 838.75 Invoice: 0370747-IN 15.00 58258201 5512 Grnd Sell - CGS Liq 823.75 5800 1352 Liquor BS - Inv Liq VINOCOPIA INC 0370746-IN 03/27/2025 20250411 792.75 Invoice: 0370746-IN 8.75 58258201 5513 Grnd Sell - CGS Wine 784.00 5800 1353 Liquor BS - Inv Wine VINOCOPIA INC 0370745-IN 03/27/2025 20250411 410.50 Invoice: 0370745-IN 2.50 58258201 5513 Grnd Sell - CGS Wine 408.00 5800 1353 Liquor BS - Inv Wine VINOCOPIA INC 0370758-IN 03/27/2025 20250411 2,149.00 Invoice: 0370758-IN 17.50 58058001 5512 50th Sell - CGS Liq 2,131.50 5800 1352 Liquor BS - Inv Liq CHECK 505927 TOTAL: 8,808.50 505928 04/11/2025 PRTD 123616 WATER CONSERVATION SERVICES INC 14890 03/18/2025 20250411 379.80 Invoice: 14890 379.80 59059003 6103 Wat Distr - Prof Svrs CHECK 505928 TOTAL: 379.80 505929 04/11/2025 PRTD 106203 WEBBER RECREATIONAL DESIGN INC 1424 08/13/2024 20250411 5,360.00 Invoice: 1424 5,360.00 17017006 6406 Bldg Maint - SupOther CHECK 505929 TOTAL: 5,360.00 Page 69 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/10/2025 11:23User: 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 505930 04/11/2025 PRTD 101033 WINE COMPANY 295596 03/26/2025 20250411 436.00 Invoice: 295596 4.00 58258201 5512 Grnd Sell - CGS Liq 432.00 5800 1352 Liquor BS - Inv Liq WINE COMPANY 295592 03/26/2025 20250411 1,265.00 Invoice: 295592 18.00 58258201 5513 Grnd Sell - CGS Wine 1,247.00 5800 1353 Liquor BS - Inv Wine WINE COMPANY 295593 03/26/2025 20250411 346.00 Invoice: 295593 2.00 58158101 5512 Sthdl Sell - CGS Liq 344.00 5800 1352 Liquor BS - Inv Liq WINE COMPANY 295594 03/26/2025 20250411 1,132.00 Invoice: 295594 16.00 58158101 5513 Sthdl Sell - CGS Wine 1,116.00 5800 1353 Liquor BS - Inv Wine WINE COMPANY 295595 03/26/2025 20250411 372.00 Invoice: 295595 4.00 58058001 5512 50th Sell - CGS Liq 368.00 5800 1352 Liquor BS - Inv Liq WINE COMPANY 295598 03/26/2025 20250411 1,465.00 Invoice: 295598 20.00 58058001 5513 50th Sell - CGS Wine 1,445.00 5800 1353 Liquor BS - Inv Wine WINE COMPANY 295597 03/26/2025 20250411 114.00 Invoice: 295597 2.00 58058001 5515 50th Sell - CGS Other 112.00 5800 1355 Liquor BS - Inv Misc CHECK 505930 TOTAL: 5,130.00 505931 04/11/2025 PRTD 144412 WINEBOW MN00163731 03/27/2025 20250411 315.00 Invoice: MN00163731 315.00 5800 1353 Liquor BS - Inv Wine WINEBOW MN00163726 03/27/2025 20250411 372.00 Invoice: MN00163726 372.00 5800 1352 Liquor BS - Inv Liq WINEBOW MN00163725 03/27/2025 20250411 1,845.00 Invoice: MN00163725 1,845.00 5800 1353 Liquor BS - Inv Wine WINEBOW MN00163740 03/27/2025 20250411 252.00 Page 70 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/10/2025 11:23User: 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 Invoice: MN00163740 252.00 5800 1352 Liquor BS - Inv Liq WINEBOW MN00163739 03/28/2025 20250411 405.00 Invoice: MN00163739 405.00 5800 1353 Liquor BS - Inv Wine WINEBOW MN00163732 03/27/2025 20250411 168.00 Invoice: MN00163732 168.00 5800 1352 Liquor BS - Inv Liq CHECK 505931 TOTAL: 3,357.00 505932 04/11/2025 PRTD 124503 WINSUPPLY EDEN PRAIRIE MN CO 273226 01 03/21/2025 20250411 75.13 Invoice: 273226 01 75.13 15415400 6556 Elec Gen - Tool&Acces WINSUPPLY EDEN PRAIRIE MN CO 273127 02 03/25/2025 20250411 40.00 Invoice: 273127 02 40.00 59059002 6180 Wat Wells - Rep&Maint WINSUPPLY EDEN PRAIRIE MN CO 273406 01 03/26/2025 20250411 177.73 Invoice: 273406 01 177.73 15415400 6406 Elec Gen - SupOther CHECK 505932 TOTAL: 292.86 505933 04/11/2025 PRTD 142162 WOODEN HILL BREWING COMPANY LLC E-1240 04/01/2025 20250411 170.40 Invoice: E-1240 170.40 5800 1354 Liquor BS - Inv Beer CHECK 505933 TOTAL: 170.40 505934 04/11/2025 PRTD 100932 XCEL ENERGY 914458199 02/10/2025 20250411 41,856.05 Invoice: 914458199 acct number 51-0015255930-2 41,856.05 E FIR23300.CONSTRUCTN. . 71071001 6710 Main Bldng - Cap Other CHECK 505934 TOTAL: 41,856.05 Page 71 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/10/2025 11:23User: PBehrProgram ID: apcshdsb Page 53 NUMBER OF CHECKS 192 *** CASH ACCOUNT TOTAL *** 1,342,858.51 COUNT AMOUNT TOTAL PRINTED CHECKS 192 1,342,858.51 *** GRAND TOTAL *** 1,342,858.51 Page 72 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/10/2025 11:23User: PBehrProgram ID: apcshdsb Page 54 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 264APP 5800-2010 Liquor BS - Accts Pay 150,503.29 04/11/2025 20250411 pjb AP CASH DISBURSEMENTS JOURNAL APP 9999-1012 Control BS - CashAP 1,342,858.51 04/11/2025 20250411 pjb AP CASH DISBURSEMENTS JOURNAL APP 1000-2010 GF Bal Sh - Accts Pay 71,064.70 04/11/2025 20250411 pjb AP CASH DISBURSEMENTS JOURNAL APP 52005200-2010 Course BS - Accts Pay 19,447.62 04/11/2025 20250411 pjb AP CASH DISBURSEMENTS JOURNAL APP 4000-2010 Cap Prj BS - Accts Pay 513,548.86 04/11/2025 20250411 pjb AP CASH DISBURSEMENTS JOURNAL APP 5500-2010 Arena BS - Accts Pay 3,014.63 04/11/2025 20250411 pjb AP CASH DISBURSEMENTS JOURNAL APP 6300-2010 FacMgmt BS - Accts Pay 1,522.43 04/11/2025 20250411 pjb AP CASH DISBURSEMENTS JOURNAL APP 5400-2010 EdinPrk BS - Accts Pay 5,982.17 04/11/2025 20250411 pjb AP CASH DISBURSEMENTS JOURNAL APP 5700-2010 Cent Lk BS - Accts Pay 4,878.37 04/11/2025 20250411 pjb AP CASH DISBURSEMENTS JOURNAL APP 6200-2010 I.T. BalSh - Accts Pay 17,722.65 04/11/2025 20250411 pjb AP CASH DISBURSEMENTS JOURNAL APP 59005930-2010 Rec BS - Accts Pay 46.24 04/11/2025 20250411 pjb AP CASH DISBURSEMENTS JOURNAL APP 5100-2010 Art BalSh - Accts Pay 156.03 04/11/2025 20250411 pjb AP CASH DISBURSEMENTS JOURNAL APP 6100-2010 Equ Op BS - Accts Pay 6,226.05 04/11/2025 20250411 pjb AP CASH DISBURSEMENTS JOURNAL APP 7100-2010 PSTF BS - Accts Pay 42,663.11 04/11/2025 20250411 pjb AP CASH DISBURSEMENTS JOURNAL APP 59005910-2010 Sew BS - Accts Pay 9,746.05 04/11/2025 20250411 pjb AP CASH DISBURSEMENTS JOURNAL APP 59005920-2010 Stm BS - Accts Pay 27,788.16 04/11/2025 20250411 pjb AP CASH DISBURSEMENTS JOURNAL APP 59005900-2010 Wat BS - Accts Pay 48,803.26 04/11/2025 20250411 pjb AP CASH DISBURSEMENTS JOURNAL APP 7200-2010 MNTF1 BS - Accts Pay 12,057.39 04/11/2025 20250411 pjb AP CASH DISBURSEMENTS JOURNAL APP 26126100-2010 Cent TIF - Accts Pay 19,153.25 04/11/2025 20250411 pjb AP CASH DISBURSEMENTS JOURNAL APP 26026000-2010 HRA Admin - Accts Pay 9,705.75 04/11/2025 20250411 pjb AP CASH DISBURSEMENTS JOURNAL APP 26126104-2010 Pentgn TIF - Accts Pay 3,384.00 04/11/2025 20250411 pjb AP CASH DISBURSEMENTS JOURNAL APP 4600-2010 MSA BS - Accts Pay 165,971.25 04/11/2025 20250411 pjb AP CASH DISBURSEMENTS JOURNAL APP 4400-2010 PIR CP BS - Accts Pay 1,879.50 04/11/2025 20250411 pjb AP CASH DISBURSEMENTS JOURNAL APP 21002100-2010 E911 BS - Accts Pay 3,338.91 Page 73 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/10/2025 11:23User: PBehrProgram ID: apcshdsb Page 55 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 04/11/2025 20250411 pjb AP CASH DISBURSEMENTS JOURNAL APP 26126106-2010 Grnd 2 TIF - Accts Pay 178,206.84 04/11/2025 20250411 pjb AP CASH DISBURSEMENTS JOURNAL APP 4200-2010 EquRep BS - Accts Pay 25,048.00 04/11/2025 20250411 pjb AP CASH DISBURSEMENTS JOURNAL APP 2500-2010 CAS BalSh - Accts Pay 1,000.00 04/11/2025 20250411 pjb AP CASH DISBURSEMENTS JOURNAL GENERAL LEDGER TOTAL 1,342,858.51 1,342,858.51 APP 9999-2099 Control BS - PoolCashL 1,342,858.51 04/11/2025 20250411 pjb APP 5800-1010 Liquor BS - Cash 150,503.29 04/11/2025 20250411 pjb APP 1000-1010 GF Bal Sh - Cash 71,064.70 04/11/2025 20250411 pjb APP 52005200-1010 Course BS - Cash 19,447.62 04/11/2025 20250411 pjb APP 4000-1010 Cap Prj BS - Cash 513,548.86 04/11/2025 20250411 pjb APP 5500-1010 Arena BS - Cash 3,014.63 04/11/2025 20250411 pjb APP 6300-1010 FacMgmt BS - Cash 1,522.43 04/11/2025 20250411 pjb APP 5400-1010 EdinPrk BS - Cash 5,982.17 04/11/2025 20250411 pjb APP 5700-1010 Cent Lk BS - Cash 4,878.37 04/11/2025 20250411 pjb APP 6200-1010 I.T. BalSh - Cash 17,722.65 04/11/2025 20250411 pjb APP 59005930-1010 Rec BS - Cash 46.24 04/11/2025 20250411 pjb APP 5100-1010 Art BalSh - Cash 156.03 04/11/2025 20250411 pjb APP 6100-1010 Equ Op BS - Cash 6,226.05 04/11/2025 20250411 pjb APP 7100-1010 PSTF BS - Cash 42,663.11 04/11/2025 20250411 pjb APP 59005910-1010 Sew BS - Cash 9,746.05 04/11/2025 20250411 pjb APP 59005920-1010 Stm BS - Cash 27,788.16 04/11/2025 20250411 pjb APP 59005900-1010 Wat BS - Cash 48,803.26 04/11/2025 20250411 pjb APP 7200-1010 MNTF1 BS - Cash 12,057.39 04/11/2025 20250411 pjb APP 26126100-1010 Cent TIF - Cash 19,153.25 04/11/2025 20250411 pjb Page 74 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/10/2025 11:23User: PBehrProgram ID: apcshdsb Page 56 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 26026000-1010 HRA Admin - Cash 9,705.75 04/11/2025 20250411 pjb APP 26126104-1010 Pentgn TIF - Cash 3,384.00 04/11/2025 20250411 pjb APP 4600-1010 MSA BS - Cash 165,971.25 04/11/2025 20250411 pjb APP 4400-1010 PIR CP BS - Cash 1,879.50 04/11/2025 20250411 pjb APP 21002100-1010 E911 BS - Cash 3,338.91 04/11/2025 20250411 pjb APP 26126106-1010 Grnd 2 TIF - Cash 178,206.84 04/11/2025 20250411 pjb APP 4200-1010 EquRep BS - Cash 25,048.00 04/11/2025 20250411 pjb APP 2500-1010 CAS BalSh - Cash 1,000.00 04/11/2025 20250411 pjb SYSTEM GENERATED ENTRIES TOTAL 1,342,858.51 1,342,858.51 JOURNAL 2025/04/264 TOTAL 2,685,717.02 2,685,717.02 Page 75 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/10/2025 11:23User: PBehrProgram ID: apcshdsb Page 57 JOURNAL ENTRIES TO BE CREATED FUND BALANCE SEG YEAR PER JNL EFF DATE DEBIT CREDIT ACCOUNT ACCOUNT DESCRIPTION 1000 General 2025 4 264 04/11/2025 1000-1010 GF Bal Sh - Cash 71,064.70 1000-2010 GF Bal Sh - Accts Pay 71,064.70 TOTAL 71,064.70 71,064.70 FUND TOTAL 71,064.70 71,064.70 2100 2100 Police SR /Emergency 2025 4 264 04/11/2025 21002100-1010 E911 BS - Cash 3,338.91 21002100-2010 E911 BS - Accts Pay 3,338.91 FUND TOTAL 3,338.91 3,338.91 2500 Conservation & Sustainability 2025 4 264 04/11/2025 2500-1010 CAS BalSh - Cash 1,000.00 2500-2010 CAS BalSh - Accts Pay 1,000.00 TOTAL 1,000.00 1,000.00 FUND TOTAL 1,000.00 1,000.00 2600 26000 HRA /HRA Admini 2025 4 264 04/11/2025 26026000-1010 HRA Admin - Cash 9,705.75 26026000-2010 HRA Admin - Accts Pay 9,705.75 26000 TOTAL 9,705.75 9,705.75 2600 26100 HRA /Centennial 2025 4 264 04/11/2025 26126100-1010 Cent TIF - Cash 19,153.25 26126100-2010 Cent TIF - Accts Pay 19,153.25 26100 TOTAL 19,153.25 19,153.25 2600 26104 HRA /Pentagon P 2025 4 264 04/11/2025 26126104-1010 Pentgn TIF - Cash 3,384.00 26126104-2010 Pentgn TIF - Accts Pay 3,384.00 26104 TOTAL 3,384.00 3,384.00 2600 26106 HRA /Grandview 2025 4 264 04/11/2025 26126106-1010 Grnd 2 TIF - Cash 178,206.84 26126106-2010 Grnd 2 TIF - Accts Pay 178,206.84 Page 76 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/10/2025 11:23User: PBehrProgram ID: apcshdsb Page 58 JOURNAL ENTRIES TO BE CREATED FUND BALANCE SEG YEAR PER JNL EFF DATE DEBIT CREDIT ACCOUNT ACCOUNT DESCRIPTION FUND TOTAL 210,449.84 210,449.84 4000 Capital Projects 2025 4 264 04/11/2025 4000-1010 Cap Prj BS - Cash 513,548.86 4000-2010 Cap Prj BS - Accts Pay 513,548.86 FUND TOTAL 513,548.86 513,548.86 4200 Equipment Replacement 2025 4 264 04/11/2025 4200-1010 EquRep BS - Cash 25,048.00 4200-2010 EquRep BS - Accts Pay 25,048.00 FUND TOTAL 25,048.00 25,048.00 4400 PIR Capital Projects 2025 4 264 04/11/2025 4400-1010 PIR CP BS - Cash 1,879.50 4400-2010 PIR CP BS - Accts Pay 1,879.50 FUND TOTAL 1,879.50 1,879.50 4600 MSA tracking 2025 4 264 04/11/2025 4600-1010 MSA BS - Cash 165,971.25 4600-2010 MSA BS - Accts Pay 165,971.25 FUND TOTAL 165,971.25 165,971.25 5100 Art Center 2025 4 264 04/11/2025 5100-1010 Art BalSh - Cash 156.03 5100-2010 Art BalSh - Accts Pay 156.03 TOTAL 156.03 156.03 FUND TOTAL 156.03 156.03 5200 5200 Golf /Braemar Go 2025 4 264 04/11/2025 52005200-1010 Course BS - Cash 19,447.62 52005200-2010 Course BS - Accts Pay 19,447.62 FUND TOTAL 19,447.62 19,447.62 5400 Edinborough Park 2025 4 264 04/11/2025 5400-1010 EdinPrk BS - Cash 5,982.17 5400-2010 EdinPrk BS - Accts Pay 5,982.17 FUND TOTAL 5,982.17 5,982.17 5500 Braemar Arena 2025 4 264 04/11/2025 5500-1010 Arena BS - Cash 3,014.63 Page 77 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/10/2025 11:23User: PBehrProgram ID: apcshdsb Page 59 JOURNAL ENTRIES TO BE CREATED FUND BALANCE SEG YEAR PER JNL EFF DATE DEBIT CREDIT ACCOUNT ACCOUNT DESCRIPTION 5500-2010 Arena BS - Accts Pay 3,014.63 FUND TOTAL 3,014.63 3,014.63 5700 Centennial Lakes 2025 4 264 04/11/2025 5700-1010 Cent Lk BS - Cash 4,878.37 5700-2010 Cent Lk BS - Accts Pay 4,878.37 FUND TOTAL 4,878.37 4,878.37 5800 Liquor 2025 4 264 04/11/2025 5800-1010 Liquor BS - Cash 150,503.29 5800-2010 Liquor BS - Accts Pay 150,503.29 TOTAL 150,503.29 150,503.29 FUND TOTAL 150,503.29 150,503.29 5900 5900 Utl Fund /Water 2025 4 264 04/11/2025 59005900-1010 Wat BS - Cash 48,803.26 59005900-2010 Wat BS - Accts Pay 48,803.26 5900 TOTAL 48,803.26 48,803.26 5900 5910 Utl Fund /Sanitary S 2025 4 264 04/11/2025 59005910-1010 Sew BS - Cash 9,746.05 59005910-2010 Sew BS - Accts Pay 9,746.05 5910 TOTAL 9,746.05 9,746.05 5900 5920 Utl Fund /Storm Sewe 2025 4 264 04/11/2025 59005920-1010 Stm BS - Cash 27,788.16 59005920-2010 Stm BS - Accts Pay 27,788.16 5920 TOTAL 27,788.16 27,788.16 5900 5930 Utl Fund /Recycling 2025 4 264 04/11/2025 59005930-1010 Rec BS - Cash 46.24 59005930-2010 Rec BS - Accts Pay 46.24 FUND TOTAL 86,383.71 86,383.71 6100 Equipment Operations 2025 4 264 04/11/2025 6100-1010 Equ Op BS - Cash 6,226.05 6100-2010 Equ Op BS - Accts Pay 6,226.05 Page 78 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/10/2025 11:23User: PBehrProgram ID: apcshdsb Page 60 JOURNAL ENTRIES TO BE CREATED FUND BALANCE SEG YEAR PER JNL EFF DATE DEBIT CREDIT ACCOUNT ACCOUNT DESCRIPTION FUND TOTAL 6,226.05 6,226.05 6200 Information Technology 2025 4 264 04/11/2025 6200-1010 I.T. BalSh - Cash 17,722.65 6200-2010 I.T. BalSh - Accts Pay 17,722.65 FUND TOTAL 17,722.65 17,722.65 6300 Facilities Management 2025 4 264 04/11/2025 6300-1010 FacMgmt BS - Cash 1,522.43 6300-2010 FacMgmt BS - Accts Pay 1,522.43 FUND TOTAL 1,522.43 1,522.43 7100 PS Training Facility 2025 4 264 04/11/2025 7100-1010 PSTF BS - Cash 42,663.11 7100-2010 PSTF BS - Accts Pay 42,663.11 FUND TOTAL 42,663.11 42,663.11 7200 MN Task Force 1 2025 4 264 04/11/2025 7200-1010 MNTF1 BS - Cash 12,057.39 7200-2010 MNTF1 BS - Accts Pay 12,057.39 FUND TOTAL 12,057.39 12,057.39 9999 Pooled Cash Fund 2025 4 264 04/11/2025 9999-1012 Control BS - CashAP 1,342,858.51 9999-2099 Control BS - PoolCashL 1,342,858.51 FUND TOTAL 1,342,858.51 1,342,858.51 Page 79 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/17/2025 11:26User: PBehrProgram ID: apcshdsb Page 55 JOURNAL ENTRIES TO BE CREATED FUND SUB FUND DUE TO DUE FR 1000 General 243,762.162500 Conservation & Sustainability 801.452600 Housing & Redvlpmt Authority 212.502900 Public Safety Fund 300,673.964000 Capital Projects 105,388.995100 Art Center 1,166.565200 Braemar Golf Course 15,683.355200 Braemar Golf Course 7,303.295300 Aquatic Center 850.005400 Edinborough Park 18,187.225500 Braemar Arena 23,746.825600 Braemar Field 2,638.885700 Centennial Lakes 1,924.195800 Liquor 68,121.265900 Utility Fund 45,632.415900 Utility Fund 740.945900 Utility Fund 15,668.615900 Utility Fund 122,664.556000 Risk Management 25,776.706100 Equipment Operations 32,976.336200 Information Technology 5,166.616300 Facilities Management 22,058.677100 PS Training Facility 8,628.607200 MN Task Force 1 16,894.579000 Payroll 3,603.359999 Pooled Cash Fund 1,090,271.97 TOTAL 1,090,271.97 1,090,271.97 ** END OF REPORT - Generated by Pamela Behr ** Page 80 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/17/2025 11:26User: 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 505935 04/18/2025 PRTD 142327 56 BREWING LLC 5628840 04/02/2025 20250418 220.00 Invoice: 5628840 220.00 5800 1354 Liquor BS - Inv Beer 56 BREWING LLC 5628900 04/08/2025 20250418 120.00 Invoice: 5628900 120.00 5800 1354 Liquor BS - Inv Beer CHECK 505935 TOTAL: 340.00 505936 04/18/2025 PRTD 161042 7 DIAMONDS CLOTHING CO INV311115 03/28/2025 20250418 1,582.56 Invoice: INV311115 45.56 52052006 5510 Ret Sales - CGS 1,537.00 52005200 1356 Course BS - Inventory CHECK 505936 TOTAL: 1,582.56 505937 04/18/2025 PRTD 143143 ACTCLEANING SERVICE 3051 04/01/2025 20250418 464.59 Invoice: 3051 Commercial Cleaning Services for April 464.59 51051000 6103 Admin/Ops - Prof Svrs ACTCLEANING SERVICE 3049 04/01/2025 20250418 4,406.00 Invoice: 3049 Commercial Cleaning Serv April For Arena & Dome 3,506.00 55055001 6230 Bldg/Grnds - SrvCntrcts 900.00 56056001 6230 Bldg/Grnds - SrvCntrcts ACTCLEANING SERVICE 3050 04/01/2025 20250418 1,000.00 Invoice: 3050 Centennial Lakes Park Commercial Cleaning Services 1,000.00 57057000 6230 General - SrvCntrcts CHECK 505937 TOTAL: 5,870.59 505938 04/18/2025 PRTD 135922 ACUSHNET COMPANY 920133930 03/31/2025 20250418 133.44 Invoice: 920133930 13.44 52052006 5510 Ret Sales - CGS 120.00 52005200 1356 Course BS - Inventory CHECK 505938 TOTAL: 133.44 505939 04/18/2025 PRTD 120796 ALERUS RETIREMENT AND BENEFITS C171161 04/07/2025 20250418 168.00 Invoice: C171161 3-2025 COBRA Monthly Service Fee 168.00 10910900 6160 HR Gen - Sftwr&Data CHECK 505939 TOTAL: 168.00 Page 81 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/17/2025 11:26User: 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 505940 04/18/2025 PRTD 100575 AMERICAN CYLINDER LLC 223788 03/31/2025 20250418 304.06 Invoice: 223788 ANNUAL INSPECTION Parking Ramps 3936 Market St 304.06 15515500 6102 Faclt Gen - Contr Svrs AMERICAN CYLINDER LLC 223784 03/31/2025 20250418 587.72 Invoice: 223784 Water/Sewer Dept./Utilities 587.72 15515500 6102 Faclt Gen - Contr Svrs AMERICAN CYLINDER LLC 223785 03/31/2025 20250418 927.94 Invoice: 223785 ANNUAL INSPECTION 927.94 15515500 6102 Faclt Gen - Contr Svrs AMERICAN CYLINDER LLC 223783 03/31/2025 20250418 120.79 Invoice: 223783 ANNUAL INSPECTION Edina City Hall 120.79 15515500 6102 Faclt Gen - Contr Svrs AMERICAN CYLINDER LLC 223812 04/02/2025 20250418 92.06 Invoice: 223812 ANNUAL INSPECTION Centennial Lakes 92.06 57057000 6230 General - SrvCntrcts AMERICAN CYLINDER LLC 223847 04/03/2025 20250418 188.55 Invoice: 223847 10# Amerex Dry Chemical Internal Inspection 188.55 12012000 6103 Fire Gen - Prof Svrs CHECK 505940 TOTAL: 2,221.12 505941 04/18/2025 PRTD 102715 WIENS GRAPHICS INC 167906 03/28/2025 20250418 213.00 Invoice: 167906 Morningside Earth Day Festival Print Materials '25 213.00 59359302 4216 Rec Org - Cty Grnt CHECK 505941 TOTAL: 213.00 505942 04/18/2025 PRTD 160095 AM CRAFT SPIRITS SALES & MARKETIN 20583 04/04/2025 20250418 55.98 Invoice: 20583 55.98 5800 1355 Liquor BS - Inv Misc CHECK 505942 TOTAL: 55.98 505943 04/18/2025 PRTD 141960 AMAZON CAPITAL SERVICES 1W6R-MTP3-4TF4 03/20/2025 20250418 59.95 Invoice: 1W6R-MTP3-4TF4 59.95 17017006 6406 Bldg Maint - SupOther AMAZON CAPITAL SERVICES 1WK9-JTF7-XD9R 03/26/2025 20250418 14.96 Invoice: 1WK9-JTF7-XD9R 14.96 58058001 6513 50th Sell - SupOffice AMAZON CAPITAL SERVICES WK9-JTF7-XD9R 03/26/2025 20250418 14.96 Invoice: WK9-JTF7-XD9R Page 82 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/17/2025 11:26User: 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 14.96 58158101 6513 Sthdl Sell - SupOffice AMAZON CAPITAL SERVICES 1NHJ-4DPC-NTLT 03/28/2025 20250418 61.96 Invoice: 1NHJ-4DPC-NTLT 61.96 61061004 6530 PW Equip - ReprParts AMAZON CAPITAL SERVICES 1G36-ML6X-NYYD 03/28/2025 20250418 111.77 Invoice: 1G36-ML6X-NYYD 111.77 17017000 6406 Prk Mnt Ad - SupOther AMAZON CAPITAL SERVICES 1DDW-XYN3-PWRD 03/28/2025 20250418 66.49 Invoice: 1DDW-XYN3-PWRD 66.49 10800000 6406 Finance - SupOther AMAZON CAPITAL SERVICES 1XD4-GT1K-P3X4 03/28/2025 20250418 -557.67 Invoice: 1XD4-GT1K-P3X4 see invoice# 1WXN-1JWY-H1Q6 -557.67 E FIR21008.MISCELLAN . . 40500000 6103 Fire CP - Prof Svrs AMAZON CAPITAL SERVICES 1V3G-MCMG-GXPN 03/28/2025 20250418 -6.64 Invoice: 1V3G-MCMG-GXPN SEE INVOICE# 1V3G-MCMG-FY13 -6.64 57057000 6406 General - SupOther AMAZON CAPITAL SERVICES 1MWP-V7PG-MC4Q 03/28/2025 20250418 -6.64 Invoice: 1MWP-V7PG-MC4Q SEE INVOICE# 1V3G-MCMG-FY13 -6.64 57057000 6406 General - SupOther AMAZON CAPITAL SERVICES 19C4-T4T7-M194 03/28/2025 20250418 -6.64 Invoice: 19C4-T4T7-M194 SEE INVOICE# 1V3G-MCMG-FY13 -6.64 57057000 6406 General - SupOther AMAZON CAPITAL SERVICES 1G36-ML6X-LYTT 03/28/2025 20250418 204.01 Invoice: 1G36-ML6X-LYTT Replacement for RChase+testing 204.01 62062000 6406 I.T. Gen - SupOther AMAZON CAPITAL SERVICES 1VDK-CXXQ-J77P 03/31/2025 20250418 140.64 Invoice: 1VDK-CXXQ-J77P Oreck Commercial PK80009 Disposable Vacuum Bags XL 140.64 12012000 6406 Fire Gen - SupOther AMAZON CAPITAL SERVICES 1R7L-TCK6-DYPH 03/31/2025 20250418 117.43 Invoice: 1R7L-TCK6-DYPH Pool Chemical Safety Equipment 117.43 54054001 6610 Operations - Saf Equip AMAZON CAPITAL SERVICES 1CLN-YVCL-KR66 03/31/2025 20250418 89.33 Invoice: 1CLN-YVCL-KR66 Bleach tablets, trash bags 89.33 54054001 6511 Operations - SupCustod AMAZON CAPITAL SERVICES 1FXX-97GP-LNQP 03/31/2025 20250418 77.13 Invoice: 1FXX-97GP-LNQP 77.13 55055000 6513 Admin - SupOffice Page 83 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/17/2025 11:26User: 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 AMAZON CAPITAL SERVICES 1FCL-JFCV-J43Y 03/31/2025 20250418 169.99 Invoice: 1FCL-JFCV-J43Y 169.99 61061005 6530 Police Eq - ReprParts AMAZON CAPITAL SERVICES 1MF3-QYK1-KRCY 03/31/2025 20250418 64.25 Invoice: 1MF3-QYK1-KRCY 64.25 61061004 6530 PW Equip - ReprParts AMAZON CAPITAL SERVICES 1P6H-LC33-JLJT 03/31/2025 20250418 412.95 Invoice: 1P6H-LC33-JLJT 412.95 61061005 6530 Police Eq - ReprParts AMAZON CAPITAL SERVICES 1R9G-TV9W-96PT 03/31/2025 20250418 305.03 Invoice: 1R9G-TV9W-96PT iPad accessories for Streets 183.02 59059001 6103 Wat GB - Prof Svrs 122.01 59259201 6103 Stm GB - Prof Svrs AMAZON CAPITAL SERVICES 1K3W-KXDT-7QDM 03/31/2025 20250418 59.99 Invoice: 1K3W-KXDT-7QDM Govee Net Lights 59.99 54054001 6406 Operations - SupOther AMAZON CAPITAL SERVICES 1Y1R-J3RL-JRGV 03/31/2025 20250418 112.75 Invoice: 1Y1R-J3RL-JRGV 112.75 13013000 6203 Pol Ad Gen - Uniforms AMAZON CAPITAL SERVICES 1HWL-GCGQ-7FFJ 03/31/2025 20250418 281.07 Invoice: 1HWL-GCGQ-7FFJ Misc IT stock, Repl iPad Kybrd, MSeveland Keyboard 79.95 12012000 6409 Fire Gen - SupComp 201.12 62062000 6409 I.T. Gen - SupComp AMAZON CAPITAL SERVICES 1P6H-LC33-FTHW 03/31/2025 20250418 25.27 Invoice: 1P6H-LC33-FTHW Pens for front desk 25.27 10410400 6406 Comm Gen - SupOther AMAZON CAPITAL SERVICES 1V9P-W4KH-4DKC 04/01/2025 20250418 37.76 Invoice: 1V9P-W4KH-4DKC 37.76 57057000 6406 General - SupOther AMAZON CAPITAL SERVICES 1DXR-WKGL-161G 04/02/2025 20250418 35.95 Invoice: 1DXR-WKGL-161G 35.95 57057000 6406 General - SupOther AMAZON CAPITAL SERVICES 1RXV-W49W-67TF 04/02/2025 20250418 79.96 Invoice: 1RXV-W49W-67TF Keyboards for Streets iPads 47.98 59059001 6103 Wat GB - Prof Svrs 31.98 59259201 6103 Stm GB - Prof Svrs AMAZON CAPITAL SERVICES 1GM4-MDF9-6FRV 04/02/2025 20250418 142.20 Invoice: 1GM4-MDF9-6FRV 142.20 17017001 6406 Mowing - SupOther AMAZON CAPITAL SERVICES 1XG7-RRQP-631J 04/02/2025 20250418 60.19 Page 84 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/17/2025 11:26User: 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: 1XG7-RRQP-631J 60.19 13013000 6406 Pol Ad Gen - SupOther AMAZON CAPITAL SERVICES 1PPM-H97D-3WML 04/02/2025 20250418 11.99 Invoice: 1PPM-H97D-3WML 11.99 55055001 6409 Bldg/Grnds - SupComp AMAZON CAPITAL SERVICES 1XG7-RRQP-1RVD 04/02/2025 20250418 85.78 Invoice: 1XG7-RRQP-1RVD 85.78 52052000 6406 Golf Gen - SupOther AMAZON CAPITAL SERVICES 1WKW-6QK1-1LPD 04/02/2025 20250418 251.55 Invoice: 1WKW-6QK1-1LPD 251.55 13013000 6510 Pol Ad Gen - SupFrstAid AMAZON CAPITAL SERVICES 1XXG-7J4D-1MW9 04/03/2025 20250418 518.20 Invoice: 1XXG-7J4D-1MW9 Fire Table 518.20 E FIR21008.MISCELLAN . . 40500000 6103 Fire CP - Prof Svrs AMAZON CAPITAL SERVICES 1W7T-QD6J-6JH1 04/03/2025 20250418 501.39 Invoice: 1W7T-QD6J-6JH1 TV and video cable for Dispatch 501.39 62062000 6409 I.T. Gen - SupComp AMAZON CAPITAL SERVICES 16WQ-X6JY-69CL 04/03/2025 20250418 41.61 Invoice: 16WQ-X6JY-69CL 41.61 52052000 6406 Golf Gen - SupOther AMAZON CAPITAL SERVICES 1N61-LKPH-4Q3R 04/03/2025 20250418 27.99 Invoice: 1N61-LKPH-4Q3R Office supplies 27.99 51051000 6513 Admin/Ops - SupOffice AMAZON CAPITAL SERVICES 1DFT-MVY7-4H3H 04/03/2025 20250418 137.98 Invoice: 1DFT-MVY7-4H3H Supplies 137.98 51051000 6406 Admin/Ops - SupOther AMAZON CAPITAL SERVICES 16GF-N3R7-4LGD 04/03/2025 20250418 86.09 Invoice: 16GF-N3R7-4LGD 86.09 61061004 6530 PW Equip - ReprParts AMAZON CAPITAL SERVICES 1HVP-DNMQ-4D3L 04/03/2025 20250418 113.98 Invoice: 1HVP-DNMQ-4D3L 113.98 57057000 6406 General - SupOther AMAZON CAPITAL SERVICES 1K99-NVQL-44LG 04/03/2025 20250418 29.99 Invoice: 1K99-NVQL-44LG 29.99 57057000 6406 General - SupOther AMAZON CAPITAL SERVICES 1LY7-JDVT-44FQ 04/03/2025 20250418 37.99 Invoice: 1LY7-JDVT-44FQ 37.99 57057000 6406 General - SupOther Page 85 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/17/2025 11:26User: 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 AMAZON CAPITAL SERVICES 1WTP-4YG9-1TPM 04/09/2025 20250418 -35.95 Invoice: 1WTP-4YG9-1TPM see Invoice# 1DXR-WKGL-161G -35.95 57057000 6406 General - SupOther CHECK 505943 TOTAL: 3,976.99 505944 04/18/2025 PRTD 143763 VALLEY APPLE FORD INC A1CS849777 03/31/2025 20250418 12,567.30 Invoice: A1CS849777 12,567.30 61061006 6180 Fire Equip - Rep&Maint VALLEY APPLE FORD INC INV2756138 04/03/2025 20250418 3.40 Invoice: INV2756138 3.40 61061006 6180 Fire Equip - Rep&Maint CHECK 505944 TOTAL: 12,570.70 505945 04/18/2025 PRTD 118491 APPLE INC MB63598224 03/26/2025 20250418 4,495.00 Invoice: MB63598224 iPads for Public Works Streets crews 2,697.00 59059001 6103 Wat GB - Prof Svrs 1,798.00 59259201 6103 Stm GB - Prof Svrs APPLE INC MB65701755 04/07/2025 20250418 1,099.00 Invoice: MB65701755 iPad Pro for Sidewalk Inspections 1,099.00 14014010 6180 Sdwlk Mnt - Rep&Maint CHECK 505945 TOTAL: 5,594.00 505946 04/18/2025 PRTD 151756 ARBEITER BREWING COMPANY LLC 17561 04/03/2025 20250418 180.00 Invoice: 17561 180.00 5800 1354 Liquor BS - Inv Beer CHECK 505946 TOTAL: 180.00 505947 04/18/2025 PRTD 106304 ASPEN MILLS INC 351386 03/28/2025 20250418 361.72 Invoice: 351386 UNIFORM- NATHAN HILLIARD 361.72 12012000 6203 Fire Gen - Uniforms ASPEN MILLS INC 351385 03/28/2025 20250418 565.27 Invoice: 351385 UNIFORM- ERIC SCHUETT 565.27 12012000 6203 Fire Gen - Uniforms ASPEN MILLS INC 351387 03/28/2025 20250418 535.28 Invoice: 351387 UNIFORM- JEREMIAH STEELE 535.28 12012000 6203 Fire Gen - Uniforms Page 86 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/17/2025 11:26User: 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 CHECK 505947 TOTAL: 1,462.27 505948 04/18/2025 PRTD 102774 ASPEN WASTE SYSTEMS OF MINNESOTA 193400 04/02/2025 20250418 99.45 Invoice: 193400 WORK ORDER# 192015 20YD ROLLOFF 99.45 63063001 6103 PW Fac - Prof Svrs CHECK 505948 TOTAL: 99.45 505949 04/18/2025 PRTD 100920 GENUINE PARTS COMPANY 276580 03/28/2025 20250418 85.17 Invoice: 276580 85.17 52052000 6406 Golf Gen - SupOther GENUINE PARTS COMPANY 170273 03/31/2025 20250418 8.13 Invoice: 170273 8.13 61061004 6530 PW Equip - ReprParts CHECK 505949 TOTAL: 93.30 505950 04/18/2025 PRTD 151171 7TH STREET BEER COMPANY 6154 04/07/2025 20250418 216.00 Invoice: 6154 216.00 5800 1354 Liquor BS - Inv Beer 7TH STREET BEER COMPANY 6153 03/31/2025 20250418 443.00 Invoice: 6153 443.00 5800 1354 Liquor BS - Inv Beer CHECK 505950 TOTAL: 659.00 505951 04/18/2025 PRTD 136267 BAUHAUS BREW LABS LLC 15505 04/08/2025 20250418 198.00 Invoice: 15505 198.00 5800 1356 Liquor BS - Inventory THC Bev BAUHAUS BREW LABS LLC 15500 04/08/2025 20250418 207.00 Invoice: 15500 207.00 5800 1356 Liquor BS - Inventory THC Bev CHECK 505951 TOTAL: 405.00 505952 04/18/2025 PRTD 101355 BELLBOY CORPORATION 0207191000 03/27/2025 20250418 432.95 Invoice: 0207191000 4.95 58158101 5512 Sthdl Sell - CGS Liq 428.00 5800 1352 Liquor BS - Inv Liq BELLBOY CORPORATION 0207189400 03/27/2025 20250418 488.25 Invoice: 0207189400 8.25 58158101 5513 Sthdl Sell - CGS Wine 480.00 5800 1353 Liquor BS - Inv Wine Page 87 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/17/2025 11:26User: 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 BELLBOY CORPORATION 0109628300 03/27/2025 20250418 27.12 Invoice: 0109628300 3.12 58058001 5515 50th Sell - CGS Other 24.00 5800 1355 Liquor BS - Inv Misc BELLBOY CORPORATION 0207189800 03/27/2025 20250418 1,088.38 Invoice: 0207189800 12.38 58058001 5513 50th Sell - CGS Wine 1,076.00 5800 1353 Liquor BS - Inv Wine BELLBOY CORPORATION 0109628200 03/27/2025 20250418 374.75 Invoice: 0109628200 8.25 58258201 5515 Grnd Sell - CGS Other 366.50 5800 1355 Liquor BS - Inv Misc BELLBOY CORPORATION 0207190600 03/27/2025 20250418 600.95 Invoice: 0207190600 4.95 58258201 5512 Grnd Sell - CGS Liq 596.00 5800 1352 Liquor BS - Inv Liq BELLBOY CORPORATION 0207189300 03/27/2025 20250418 309.36 Invoice: 0207189300 5.36 58258201 5513 Grnd Sell - CGS Wine 304.00 5800 1353 Liquor BS - Inv Wine CHECK 505952 TOTAL: 3,321.76 505953 04/18/2025 PRTD 117379 BENIEK PROPERTY SERVICES INC 164714 04/01/2025 20250418 807.86 Invoice: 164714 807.86 71071001 6103 Main Bldng - Prof Svrs CHECK 505953 TOTAL: 807.86 505954 04/18/2025 PRTD 131191 BERNATELLO'S PIZZA INC 5341773 03/28/2025 20250418 522.00 Invoice: 5341773 CONCESSIONS PRODUCT, SYSCO 522.00 54054002 5510 Concession - CGS BERNATELLO'S PIZZA INC 5343243 04/02/2025 20250418 522.00 Invoice: 5343243 CONCESSIONS PRODUCT, PIZZA 522.00 54054002 5510 Concession - CGS CHECK 505954 TOTAL: 1,044.00 505955 04/18/2025 PRTD 141961 BHE RENEWABLES 12208006 03/27/2025 20250418 4,932.58 Invoice: 12208006 EP: Billing Period: 2/1/2025 to 2/28/2025 4,932.58 54054001 6185 Operations - Elec&Solar Page 88 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/17/2025 11:26User: 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 CHECK 505955 TOTAL: 4,932.58 505956 04/18/2025 PRTD 160714 BLUE NET INC 61995 04/03/2025 20250418 400.00 Invoice: 61995 Reach Automation Work - BDays and Hire 400.00 62062000 6160 I.T. Gen - Sftwr&Data CHECK 505956 TOTAL: 400.00 505957 04/18/2025 PRTD 105367 BOUND TREE MEDICAL LLC 85718652 04/01/2025 20250418 259.02 Invoice: 85718652 SaniZide Pro 1 32 oz. Bottle w/ Sprayer 259.02 12012000 6510 Fire Gen - SupFrstAid BOUND TREE MEDICAL LLC 85720357 04/02/2025 20250418 2,821.36 Invoice: 85720357 I-GEL SUPRAGLOTTIC AIRWAY FOR INFANTS 2,821.36 12012000 6510 Fire Gen - SupFrstAid CHECK 505957 TOTAL: 3,080.38 505958 04/18/2025 PRTD 124529 BREAKTHRU BEVERAGE MINNESOTA BEER 120843968 04/07/2025 20250418 2,218.20 Invoice: 120843968 2,218.20 5800 1354 Liquor BS - Inv Beer BREAKTHRU BEVERAGE MINNESOTA BEER 120842958 04/07/2025 20250418 3,594.40 Invoice: 120842958 3,594.40 5800 1354 Liquor BS - Inv Beer BREAKTHRU BEVERAGE MINNESOTA BEER 120843969 04/07/2025 20250418 70.00 Invoice: 120843969 70.00 5800 1355 Liquor BS - Inv Misc BREAKTHRU BEVERAGE MINNESOTA BEER 120843970 04/07/2025 20250418 64.50 Invoice: 120843970 64.50 5800 1354 Liquor BS - Inv Beer BREAKTHRU BEVERAGE MINNESOTA BEER 120843972 04/07/2025 20250418 31.60 Invoice: 120843972 31.60 5800 1354 Liquor BS - Inv Beer BREAKTHRU BEVERAGE MINNESOTA BEER 120843971 04/07/2025 20250418 612.00 Invoice: 120843971 612.00 5800 1354 Liquor BS - Inv Beer BREAKTHRU BEVERAGE MINNESOTA BEER 120843960 04/07/2025 20250418 3,021.55 Invoice: 120843960 3,021.55 5800 1354 Liquor BS - Inv Beer BREAKTHRU BEVERAGE MINNESOTA BEER 120843957 04/07/2025 20250418 1,953.60 Invoice: 120843957 1,953.60 5800 1354 Liquor BS - Inv Beer Page 89 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/17/2025 11:26User: 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 BREAKTHRU BEVERAGE MINNESOTA BEER 120843959 04/07/2025 20250418 1,662.00 Invoice: 120843959 1,662.00 5800 1354 Liquor BS - Inv Beer BREAKTHRU BEVERAGE MINNESOTA BEER 120843956 04/07/2025 20250418 470.40 Invoice: 120843956 470.40 5800 1354 Liquor BS - Inv Beer BREAKTHRU BEVERAGE MINNESOTA BEER 120843958 04/07/2025 20250418 132.35 Invoice: 120843958 132.35 5800 1355 Liquor BS - Inv Misc CHECK 505958 TOTAL: 13,830.60 505959 04/18/2025 PRTD 100669 BRYAN ROCK PRODUCTS INC 68454 03/31/2025 20250418 551.00 Invoice: 68454 VAN VALKENBURG PARK 551.00 17017007 6406 Pths & HS - SupOther CHECK 505959 TOTAL: 551.00 505960 04/18/2025 PRTD 102149 CALLAWAY GOLF 939752548 02/26/2025 20250418 447.30 Invoice: 939752548 447.30 52005200 1356 Course BS - Inventory CHECK 505960 TOTAL: 447.30 505961 04/18/2025 PRTD 120935 CAMPBELL KNUTSON PA 03-2025-2851 03/31/2025 20250418 13,258.62 Invoice: 03-2025-2851 CITY ATTORNEY MONTHLY FEES 13,258.62 10110100 6131 Admin Gen - PrfSvLegal CHECK 505961 TOTAL: 13,258.62 505962 04/18/2025 PRTD 119455 CAPITOL BEVERAGE SALES LP 3120945 04/11/2025 20250418 715.00 Invoice: 3120945 715.00 5800 1354 Liquor BS - Inv Beer CAPITOL BEVERAGE SALES LP 3120944 04/11/2025 20250418 76.80 Invoice: 3120944 76.80 5800 1355 Liquor BS - Inv Misc CAPITOL BEVERAGE SALES LP 3120947 04/11/2025 20250418 304.00 Invoice: 3120947 304.00 5800 1356 Liquor BS - Inventory THC Bev CAPITOL BEVERAGE SALES LP 3120948 04/11/2025 20250418 219.75 Invoice: 3120948 219.75 5800 1355 Liquor BS - Inv Misc Page 90 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/17/2025 11:26User: 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 CAPITOL BEVERAGE SALES LP 3120949 04/11/2025 20250418 610.25 Invoice: 3120949 610.25 5800 1352 Liquor BS - Inv Liq CAPITOL BEVERAGE SALES LP 3120950 04/11/2025 20250418 488.30 Invoice: 3120950 488.30 5800 1354 Liquor BS - Inv Beer CAPITOL BEVERAGE SALES LP 3120941 04/11/2025 20250418 2,665.25 Invoice: 3120941 2,665.25 5800 1354 Liquor BS - Inv Beer CAPITOL BEVERAGE SALES LP 3120940 04/11/2025 20250418 212.85 Invoice: 3120940 212.85 5800 1355 Liquor BS - Inv Misc CHECK 505962 TOTAL: 5,292.20 505963 04/18/2025 PRTD 160852 FUHR ENTERPRISES INC 42626 04/01/2025 22500003 20250418 11,421.87 Invoice: 42626 PW Car Wash Presoak Arch 11,421.87 6300 1640 Fac Mgmt BlSht - Purch M&E CHECK 505963 TOTAL: 11,421.87 505964 04/18/2025 PRTD 160207 JASON THOMAS CARDINAL EPD25-3 04/10/2025 20250418 877.50 Invoice: EPD25-3 Public Safety Employment Backgrounds 877.50 13013000 6103 Pol Ad Gen - Prof Svrs CHECK 505964 TOTAL: 877.50 505965 04/18/2025 PRTD 101515 CEMSTONE PRODUCTS COMPANY 7705405 04/01/2025 20250418 3,172.50 Invoice: 7705405 3,172.50 59059003 6520 Wat Distr - Concrete CHECK 505965 TOTAL: 3,172.50 505966 04/18/2025 PRTD 142533 CADD ENGR SUPPLY INC INV171762 03/31/2025 20250418 95.00 Invoice: INV171762 City Hall large format Canon 95.00 62062000 6230 I.T. Gen - SrvCntrcts CHECK 505966 TOTAL: 95.00 505967 04/18/2025 PRTD 142028 CINTAS CORPORATION 4225549249 03/28/2025 20250418 21.24 Invoice: 4225549249 21.24 63063001 6511 PW Fac - SupCustod Page 91 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/17/2025 11:26User: 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 CINTAS CORPORATION 4225692596 03/31/2025 20250418 78.60 Invoice: 4225692596 sales tax exempt, short pay $7.09 MN ST3 attached 78.60 55055001 6230 Bldg/Grnds - SrvCntrcts CINTAS CORPORATION 4225692573 03/31/2025 20250418 84.06 Invoice: 4225692573 84.06 52052000 6103 Golf Gen - Prof Svrs CHECK 505967 TOTAL: 183.90 505968 04/18/2025 PRTD 142028 CINTAS CORPORATION 4225692549 03/31/2025 20250418 64.85 Invoice: 4225692549 64.85 52100000 6103 Golf Dome - Prof Svrs CHECK 505968 TOTAL: 64.85 505969 04/18/2025 PRTD 101837 COMMUNICATIONS COM-3181 03/28/2025 20250418 377.28 Invoice: COM-3181 Billed To Patty Mcgrath Edinborough - FLAGS 377.28 54054001 6406 Operations - SupOther CHECK 505969 TOTAL: 377.28 505970 04/18/2025 PRTD 139927 CITY OF ROCHESTER MN RFD-04/25-2 04/08/2025 20250418 16,894.57 Invoice: RFD-04/25-2 16,894.57 72000000 6406 MN TF 1 - SupOther CHECK 505970 TOTAL: 16,894.57 505971 04/18/2025 PRTD 146472 CITY WIDE MAINTENANCE OF MN 42009015524 03/28/2025 20250418 3,054.00 Invoice: 42009015524 Edinborough Park - Nightly Cleaning 3,054.00 54054001 6103 Operations - Prof Svrs CITY WIDE MAINTENANCE OF MN 098P21275CM 01/30/2025 20250418 -85.86 Invoice: 098P21275CM sales tax remitted too much s/b $274.52 ST 6.875% -85.86 52052005 6103 Clubhouse - Prof Svrs CHECK 505971 TOTAL: 2,968.14 505972 04/18/2025 PRTD 130477 MCDONALD DISTRIBUTING COMPANY 800119 04/03/2025 20250418 205.00 Invoice: 800119 205.00 5800 1354 Liquor BS - Inv Beer MCDONALD DISTRIBUTING COMPANY 799681 04/03/2025 20250418 220.00 Invoice: 799681 220.00 5800 1354 Liquor BS - Inv Beer MCDONALD DISTRIBUTING COMPANY 8830065 04/10/2025 20250418 -9.67 Page 92 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/17/2025 11:26User: 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: 8830065 -9.67 5800 1354 Liquor BS - Inv Beer CHECK 505972 TOTAL: 415.33 505973 04/18/2025 PRTD 145926 CLEARWATER ANALYTICS LLC 630659 03/31/2025 20250418 1,261.23 Invoice: 630659 03/01/2025 - 03/31/2025 1,261.23 10800000 4706 Finance - Inc on Inv CHECK 505973 TOTAL: 1,261.23 505974 04/18/2025 PRTD 102165 ROGER CLEVELAND GOLF CO. INC 8358108 SO 03/31/2025 20250418 919.10 Invoice: 8358108 SO 9.10 52052006 5510 Ret Sales - CGS 910.00 52005200 1356 Course BS - Inventory ROGER CLEVELAND GOLF CO. INC 8364146 SO 04/02/2025 20250418 236.62 Invoice: 8364146 SO 10.00 52052006 5510 Ret Sales - CGS 226.62 52005200 1356 Course BS - Inventory CHECK 505974 TOTAL: 1,155.72 505975 04/18/2025 PRTD 143187 CONQUER NINJA GYMS 0139 08/09/2024 20250418 897.00 Invoice: 0139 Field Trip for 46 kids on 8/7/24 897.00 16116106 6406 Youth Prog - SupOther CHECK 505975 TOTAL: 897.00 505976 04/18/2025 PRTD 161365 COOL STORY LLC 0171 02/25/2025 20250418 3,000.00 Invoice: 0171 1,000.00 58158101 6122 Sthdl Sell - AdvOther 1,000.00 58158101 6122 Sthdl Sell - AdvOther 1,000.00 58258201 6122 Grnd Sell - AdvOther CHECK 505976 TOTAL: 3,000.00 505977 04/18/2025 PRTD 160717 COVAS CLEANING SERVICES LLC 0002-3/25 03/17/2025 20250418 1,260.00 Invoice: 0002-3/25 1,260.00 55055001 6103 Bldg/Grnds - Prof Svrs CHECK 505977 TOTAL: 1,260.00 505978 04/18/2025 PRTD 142772 CREATIVE ARCADE 2419 04/01/2025 20250418 650.00 Invoice: 2419 Annual hosting fee for EdinaExtras.org 650.00 10410403 6124 Website - InterneDvp Page 93 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/17/2025 11:26User: 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 CHECK 505978 TOTAL: 650.00 505979 04/18/2025 PRTD 161236 TABOR, LISA 712 03/31/2025 20250418 8,000.00 Invoice: 712 Diamond Inclusiveness System - DEI 8,000.00 10300000 6103 Equity - Prof Svrs CHECK 505979 TOTAL: 8,000.00 505980 04/18/2025 PRTD 103799 CURBSIDE LANDSCAPE & IRRIGATION 306765 03/31/2025 20250418 160.00 Invoice: 306765 Snow Event 03/30-03/31 160.00 54054001 6180 Operations - Rep&Maint CHECK 505980 TOTAL: 160.00 505981 04/18/2025 PRTD 102514 CUTTER & BUCK INC 0098502793 03/26/2025 20250418 637.18 Invoice: 0098502793 637.18 52052000 6203 Golf Gen - Uniforms CHECK 505981 TOTAL: 637.18 505982 04/18/2025 PRTD 133169 DAIKIN APPLIED 3517438 04/02/2025 20250418 2,040.00 Invoice: 3517438 INSPECTION ONLY SERVICE LEVEL. 01-APR-25 TO 30-JUN 2,040.00 54054001 6230 Operations - SrvCntrcts CHECK 505982 TOTAL: 2,040.00 505983 04/18/2025 PRTD 134792 DECISIONWISE LLC INV-26636 03/03/2025 20250418 11,000.00 Invoice: INV-26636 EX Baseline - 2025 Employee Engagement Survey 11,000.00 10910900 6103 HR Gen - Prof Svrs CHECK 505983 TOTAL: 11,000.00 505984 04/18/2025 PRTD 123995 DICKS SANITATION SERVICE INC 11726884T460 04/01/2025 20250418 895.37 Invoice: 11726884T460 acct 3460-1089005 arena 895.37 55055001 6182 Bldg/Grnds - Garb&Recyc CHECK 505984 TOTAL: 895.37 505985 04/18/2025 PRTD 123995 DICKS SANITATION SERVICE INC 11726870T460 04/01/2025 20250418 376.17 Invoice: 11726870T460 acct no. 3460-1088881 arena velocity training 376.17 55055001 6182 Bldg/Grnds - Garb&Recyc Page 94 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/17/2025 11:26User: 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 CHECK 505985 TOTAL: 376.17 505986 04/18/2025 PRTD 129157 DO-GOOD.BIZ 17460-01 03/31/2025 20250418 801.45 Invoice: 17460-01 Benchmarking compliance mailers 501.99 25000003 6575 Printing 299.46 25000003 6235 Postage CHECK 505986 TOTAL: 801.45 505987 04/18/2025 PRTD 160065 DRONESENSE, INC 2024-15294 04/02/2025 20250418 6,400.00 Invoice: 2024-15294 6,400.00 13013000 6160 Pol Ad Gen - Sftwr&Data CHECK 505987 TOTAL: 6,400.00 505988 04/18/2025 PRTD 160118 ECCO USA, INC 116293858 03/28/2025 20250418 614.70 Invoice: 116293858 24.00 52052006 5510 Ret Sales - CGS 590.70 52005200 1356 Course BS - Inventory CHECK 505988 TOTAL: 614.70 505989 04/18/2025 PRTD 132810 ECM PUBLISHERS INC 1042699 04/03/2025 20250418 98.80 Invoice: 1042699 April 1 PH Lincoln & Londonerr 98.80 10210202 6120 Lic & Perm - AdvLegal ECM PUBLISHERS INC 1042702 04/03/2025 20250418 55.57 Invoice: 1042702 May 8 SPPP Meeting 55.57 10210202 6120 Lic & Perm - AdvLegal ECM PUBLISHERS INC 1042701 04/03/2025 20250418 98.80 Invoice: 1042701 April 16 PH Lincoln Londonderr 98.80 10210202 6120 Lic & Perm - AdvLegal ECM PUBLISHERS INC 1042700 04/03/2025 20250418 160.55 Invoice: 1042700 April 16 PH Opus Development 160.55 10210202 6120 Lic & Perm - AdvLegal ECM PUBLISHERS INC 1043081 04/02/2025 20250418 346.00 Invoice: 1043081 Community Clothing Swap Ad 346.00 10210202 6120 Lic & Perm - AdvLegal CHECK 505989 TOTAL: 759.72 505990 04/18/2025 PRTD 142458 EDINA MARKET STREET LLC 2025-Q1-SSD 04/02/2025 20250418 4,001.21 Invoice: 2025-Q1-SSD Q1 Center garage maintenance & misc trash 4,001.21 Page 95 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/17/2025 11:26User: 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 E ENG98004.MISCELLAN .SERVICES . 40840801 6103 Faclt CP - Prof Svrs EDINA MARKET STREET LLC Q1-2025-S.RETAIL 04/02/2025 20250418 1,727.19 Invoice: Q1-2025-S.RETAIL Center Block Q1 2025 - Trash rooms 1,727.19 E ENG98004.MISCELLAN .SERVICES . 40840801 6103 Faclt CP - Prof Svrs CHECK 505990 TOTAL: 5,728.40 505991 04/18/2025 PRTD 160421 SCENIC OUTDOOR SERVICES LLC 164465 03/28/2025 20250418 1,000.00 Invoice: 164465 ash tree removal 1,000.00 17017004 6103 Tree & Mnt - Prof Svrs SCENIC OUTDOOR SERVICES LLC 164453 03/27/2025 20250418 1,200.00 Invoice: 164453 ash tree removal 1,200.00 17017004 6103 Tree & Mnt - Prof Svrs CHECK 505991 TOTAL: 2,200.00 505992 04/18/2025 PRTD 160421 EDINA SEASONAL SERVICES 164481 03/28/2025 20250418 1,400.00 Invoice: 164481 ash tree removal 1,400.00 17017004 6103 Tree & Mnt - Prof Svrs CHECK 505992 TOTAL: 1,400.00 505993 04/18/2025 PRTD 146139 EDINA/EDEN PRAIRIE EXPLORER POST 2025 Explorer 04/09/2025 20250418 3,796.67 Invoice: 2025 Explorer 50th Annual State Explorer Conference 3,796.67 13013003 6104 Res Prog - Conf&Schls CHECK 505993 TOTAL: 3,796.67 505994 04/18/2025 PRTD 103594 EDINALARM INC 120979 04/01/2025 20250418 264.00 Invoice: 120979 03/01/2025 - 05/31/2025 Monitoring 264.00 54054001 6103 Operations - Prof Svrs CHECK 505994 TOTAL: 264.00 505995 04/18/2025 PRTD 160885 ELECTRO MECHANICAL CONTRACTING IN 14170 03/28/2025 22400081 20250418 35,391.39 Invoice: 14170 Lewis Park Lighting Installation 35,391.39 40900000 6716 P&R CP - CapParks CHECK 505995 TOTAL: 35,391.39 Page 96 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/17/2025 11:26User: 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 505996 04/18/2025 PRTD 122792 EMERGENCY AUTOMOTIVE TECHNOLOGIES MP032725-51 03/31/2025 20250418 638.74 Invoice: MP032725-51 638.74 13013000 6180 Pol Ad Gen - Rep&Maint CHECK 505996 TOTAL: 638.74 505997 04/18/2025 PRTD 127057 GENERAL PARTS LLC 1911383 03/31/2025 20250418 488.27 Invoice: 1911383 488.27 52052005 6180 Clubhouse - Rep&Maint CHECK 505997 TOTAL: 488.27 505998 04/18/2025 PRTD 160951 EPTURA INC INV-60895 03/28/2025 20250418 3,765.09 Invoice: INV-60895 teem enterprise annual renewal 4/12/2025-4/11/2026 3,765.09 62062000 6160 I.T. Gen - Sftwr&Data CHECK 505998 TOTAL: 3,765.09 505999 04/18/2025 PRTD 100146 ELLIOTT AUTO SUPPLY CO, INC 229-024708 03/31/2025 20250418 38.71 Invoice: 229-024708 38.71 61061009 6530 Pk Mant Eq - ReprParts ELLIOTT AUTO SUPPLY CO, INC 1-10619592 04/03/2025 20250418 8.00 Invoice: 1-10619592 8.00 61061004 6530 PW Equip - ReprParts ELLIOTT AUTO SUPPLY CO, INC 112-253814 04/03/2025 20250418 12.40 Invoice: 112-253814 12.40 61061004 6530 PW Equip - ReprParts ELLIOTT AUTO SUPPLY CO, INC 229-024972 04/03/2025 20250418 143.76 Invoice: 229-024972 143.76 61061004 6530 PW Equip - ReprParts CHECK 505999 TOTAL: 202.87 506000 04/18/2025 PRTD 147181 FALLING BREWERY - BERGMAN LEDGE L E-18880 04/07/2025 20250418 303.00 Invoice: E-18880 303.00 5800 1354 Liquor BS - Inv Beer FALLING BREWERY - BERGMAN LEDGE L E-18896 04/07/2025 20250418 315.00 Invoice: E-18896 315.00 5800 1354 Liquor BS - Inv Beer CHECK 506000 TOTAL: 618.00 Page 97 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/17/2025 11:26User: 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 506001 04/18/2025 PRTD 103600 FERGUSON US HOLDINGS INC 0544581 04/02/2025 20250418 4,400.00 Invoice: 0544581 4,400.00 59059006 6406 Wat MtRead - SupOther FERGUSON US HOLDINGS INC 0544622 04/02/2025 20250418 114.27 Invoice: 0544622 114.27 59059006 6406 Wat MtRead - SupOther CHECK 506001 TOTAL: 4,514.27 506002 04/18/2025 PRTD 161050 FIRST RESPONSE MENTAL HEALTH INC 11530 04/01/2025 20250418 3,222.00 Invoice: 11530 PeerConnect Annual Licenses 4/2/25 - 3/31/26 3,222.00 13013000 6160 Pol Ad Gen - Sftwr&Data CHECK 506002 TOTAL: 3,222.00 506003 04/18/2025 PRTD 142145 FISCHER BROS LLC 2258 03/28/2025 20250418 850.00 Invoice: 2258 Annual Facility Inspection 850.00 53053001 6180 Operations - Rep&Maint CHECK 506003 TOTAL: 850.00 506004 04/18/2025 PRTD 130699 FLEETPRIDE INC 124707313 04/03/2025 20250418 101.98 Invoice: 124707313 101.98 61061004 6530 PW Equip - ReprParts CHECK 506004 TOTAL: 101.98 506005 04/18/2025 PRTD 160289 GOLF COMPETE INC 04-2025-51328 04/03/2025 20250418 1,757.01 Invoice: 04-2025-51328 Billing Period— Apr 03 to May 02, 2025 1,757.01 52052000 6160 Golf Gen - Sftwr&Data CHECK 506005 TOTAL: 1,757.01 506006 04/18/2025 PRTD 160445 FULLY INDEPENDENT EMERGENCY MEDIC 49 03/31/2025 20250418 7,200.00 Invoice: 49 January 1-March 31 end of 1st Fiscal Quarter 2025 7,200.00 12012000 6103 Fire Gen - Prof Svrs CHECK 506006 TOTAL: 7,200.00 506007 04/18/2025 PRTD 102456 GALLS PARENT HOLDINGS LLC 030866708 03/28/2025 20250418 18.95 Invoice: 030866708 SILENT KEY HOLDER W/ BLK SNAP - Sussman 18.95 13013000 6203 Pol Ad Gen - Uniforms GALLS PARENT HOLDINGS LLC 030904805 03/31/2025 20250418 166.26 Page 98 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/17/2025 11:26User: 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 Invoice: 030904805 see Credit memo 29195081_HALLIGAN BAR 166.26 13013000 6999 Invalid - Change Code GALLS PARENT HOLDINGS LLC 030904798 03/31/2025 20250418 63.90 Invoice: 030904798 MK3 Inert Training - Zech 63.90 13013000 6203 Pol Ad Gen - Uniforms GALLS PARENT HOLDINGS LLC 030941915 04/03/2025 20250418 6.59 Invoice: 030941915 Name Strip - Halbmaier 6.59 13013000 6203 Pol Ad Gen - Uniforms GALLS PARENT HOLDINGS LLC 030941911 04/03/2025 20250418 6.59 Invoice: 030941911 DANIEL JENNINGS - Name Strip 6.59 13013000 6203 Pol Ad Gen - Uniforms GALLS PARENT HOLDINGS LLC 030941910 04/03/2025 20250418 6.59 Invoice: 030941910 MARKAYLA REILLY - Name Strip 6.59 13013000 6203 Pol Ad Gen - Uniforms GALLS PARENT HOLDINGS LLC 030941896 04/03/2025 20250418 71.94 Invoice: 030941896 JAREN ZECH - Uniform Shirts 71.94 13013000 6203 Pol Ad Gen - Uniforms GALLS PARENT HOLDINGS LLC 030930039 04/02/2025 20250418 272.65 Invoice: 030930039 Pistol Taco mount Cadets - Eckstein 272.65 13013000 6203 Pol Ad Gen - Uniforms GALLS PARENT HOLDINGS LLC 030930028 04/02/2025 20250418 321.38 Invoice: 030930028 Cadet LBV Vest Markayla - Eckstein 321.38 13013000 6203 Pol Ad Gen - Uniforms GALLS PARENT HOLDINGS LLC 030930023 04/02/2025 20250418 321.38 Invoice: 030930023 Cadet LBV Vest Jennings - Eckstein 321.38 13013000 6203 Pol Ad Gen - Uniforms GALLS PARENT HOLDINGS LLC 030930022 04/02/2025 20250418 321.48 Invoice: 030930022 Cadet LBV Vest Baltazar - Eckstein 321.48 13013000 6203 Pol Ad Gen - Uniforms GALLS PARENT HOLDINGS LLC 030930021 04/02/2025 20250418 321.38 Invoice: 030930021 Cadet LBV Vest Griffiths - Eckstein 321.38 13013000 6203 Pol Ad Gen - Uniforms GALLS PARENT HOLDINGS LLC 030930020 04/02/2025 20250418 321.48 Invoice: 030930020 Cadet LBV Vest Regan - Eckstein 321.48 13013000 6203 Pol Ad Gen - Uniforms GALLS PARENT HOLDINGS LLC 030930019 04/02/2025 20250418 321.38 Invoice: 030930019 Cadet LBV Vest Timm - Eckstein 321.38 13013000 6203 Pol Ad Gen - Uniforms GALLS PARENT HOLDINGS LLC 030930018 04/02/2025 20250418 321.38 Page 99 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/17/2025 11:26User: 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 Invoice: 030930018 Cadet LBV Vest Halbmaier - Eckstein 321.38 13013000 6203 Pol Ad Gen - Uniforms CHECK 506007 TOTAL: 2,863.33 506008 04/18/2025 PRTD 144982 GERTEN GREENHOUSES & GARDEN CENTE 628519/1 04/03/2025 20250418 125.50 Invoice: 628519/1 53.94 52052000 6541 Golf Gen - TrFlwShrb 71.56 52052000 6556 Golf Gen - Tool&Acces CHECK 506008 TOTAL: 125.50 506009 04/18/2025 PRTD 100780 GOPHER STATE ONE CALL 5030368 03/31/2025 20250418 773.55 Invoice: 5030368 773.55 59059003 6103 Wat Distr - Prof Svrs CHECK 506009 TOTAL: 773.55 506010 04/18/2025 PRTD 101103 WW GRAINGER 9457103043 03/31/2025 20250418 20.20 Invoice: 9457103043 20.20 52052005 6530 Clubhouse - ReprParts WW GRAINGER 9458342368 04/01/2025 20250418 20.96 Invoice: 9458342368 20.96 52052005 6530 Clubhouse - ReprParts WW GRAINGER 9458583862 04/01/2025 20250418 79.94 Invoice: 9458583862 79.94 59059003 6406 Wat Distr - SupOther WW GRAINGER 9461802416 04/03/2025 20250418 414.00 Invoice: 9461802416 414.00 59059003 6532 Wat Distr - Paint CHECK 506010 TOTAL: 535.10 506011 04/18/2025 PRTD 161041 HAGGARD BARREL BREWING COMPANY LL 1161 04/04/2025 20250418 160.00 Invoice: 1161 160.00 5800 1354 Liquor BS - Inv Beer CHECK 506011 TOTAL: 160.00 506012 04/18/2025 PRTD 100797 HAWKINS INC 7023977 03/31/2025 20250418 17,486.25 Invoice: 7023977 17,486.25 59059005 6545 Wat Treat - Chemicals Page 100 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/17/2025 11:26User: 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 CHECK 506012 TOTAL: 17,486.25 506013 04/18/2025 PRTD 103085 HENNEPIN COUNTY PROPERTY TAX 24-2025 04/09/2025 20250418 20,622.50 Invoice: 24-2025 20,622.50 10800000 6915 Finance - Sp Assess CHECK 506013 TOTAL: 20,622.50 506014 04/18/2025 PRTD 103085 HENNEPIN COUNTY 1000244289 04/01/2025 20250418 58.00 Invoice: 1000244289 04/01/2025 -04/30/2025 PINS, SILS, CALS 58.00 13013000 6160 Pol Ad Gen - Sftwr&Data CHECK 506014 TOTAL: 58.00 506015 04/18/2025 PRTD 103085 HENNEPIN COUNTY ACCOUNTS RECEIVAB 1000244181 04/03/2025 20250418 3,757.77 Invoice: 1000244181 3,757.77 13013000 6230 Pol Ad Gen - SrvCntrcts CHECK 506015 TOTAL: 3,757.77 506016 04/18/2025 PRTD 160008 HESS, ROISE & COMPANY, LTD 3717 04/01/2025 20250418 1,483.64 Invoice: 3717 City of Edina HPC Consultant- March 2025 1,483.64 10510500 6103 Plan Gen - Prof Svrs CHECK 506016 TOTAL: 1,483.64 506017 04/18/2025 PRTD 160637 HGS LLC IN53182 04/02/2025 20250418 2,225.00 Invoice: IN53182 2,225.00 59259205 6103 Stm EngSrv - Prof Svrs HGS LLC IN53180 04/02/2025 20250418 630.00 Invoice: IN53180 Construction Oversight for Bre 630.00 E ENG24103.CONSTRUCTN. . 40840800 6103 Eng CP - Prof Svrs CHECK 506017 TOTAL: 2,855.00 506018 04/18/2025 PRTD 160894 HKGI 023-063 - 10 01/15/2025 20250418 2,313.70 Invoice: 023-063 - 10 HKGi Audit Report Preparation 2,313.70 10510500 6103 Plan Gen - Prof Svrs CHECK 506018 TOTAL: 2,313.70 Page 101 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/17/2025 11:26User: 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 506019 04/18/2025 PRTD 104375 HOHENSTEINS INC 806465 04/01/2025 20250418 -45.00 Invoice: 806465 -45.00 5800 1354 Liquor BS - Inv Beer HOHENSTEINS INC 808502 04/02/2025 20250418 120.00 Invoice: 808502 120.00 5800 1355 Liquor BS - Inv Misc HOHENSTEINS INC 808503 04/02/2025 20250418 465.00 Invoice: 808503 465.00 5800 1356 Liquor BS - Inventory THC Bev HOHENSTEINS INC 808501 04/02/2025 20250418 821.10 Invoice: 808501 821.10 5800 1354 Liquor BS - Inv Beer HOHENSTEINS INC 808505 04/02/2025 20250418 54.00 Invoice: 808505 54.00 5800 1355 Liquor BS - Inv Misc HOHENSTEINS INC 808499 04/02/2025 20250418 465.00 Invoice: 808499 465.00 5800 1356 Liquor BS - Inventory THC Bev HOHENSTEINS INC 808504 04/02/2025 20250418 1,411.50 Invoice: 808504 1,411.50 5800 1354 Liquor BS - Inv Beer HOHENSTEINS INC 808510-1 04/02/2025 20250418 681.60 Invoice: 808510-1 681.60 5800 1354 Liquor BS - Inv Beer HOHENSTEINS INC 808511 04/02/2025 20250418 360.00 Invoice: 808511 360.00 5800 1356 Liquor BS - Inventory THC Bev HOHENSTEINS INC 810154 04/08/2025 20250418 1,359.15 Invoice: 810154 1,359.15 5800 1354 Liquor BS - Inv Beer HOHENSTEINS INC 810153 04/08/2025 20250418 162.00 Invoice: 810153 162.00 5800 1355 Liquor BS - Inv Misc HOHENSTEINS INC 810321 04/08/2025 20250418 630.00 Invoice: 810321 630.00 5800 1356 Liquor BS - Inventory THC Bev HOHENSTEINS INC 810320 04/08/2025 20250418 1,323.50 Invoice: 810320 1,323.50 5800 1354 Liquor BS - Inv Beer Page 102 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/17/2025 11:26User: 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 HOHENSTEINS INC 810148 04/08/2025 20250418 516.45 Invoice: 810148 516.45 5800 1354 Liquor BS - Inv Beer HOHENSTEINS INC 810149 04/08/2025 20250418 819.00 Invoice: 810149 819.00 5800 1356 Liquor BS - Inventory THC Bev CHECK 506019 TOTAL: 9,143.30 506020 04/18/2025 PRTD 160569 MIDWEST WASH SYSTEMS 24852 04/03/2025 20250418 580.00 Invoice: 24852 580.00 63063001 6180 PW Fac - Rep&Maint MIDWEST WASH SYSTEMS 24851 04/03/2025 20250418 2,757.40 Invoice: 24851 2,757.40 63063001 6180 PW Fac - Rep&Maint CHECK 506020 TOTAL: 3,337.40 506021 04/18/2025 PRTD 161371 VISUAL ARTS LLC 15437 03/31/2025 20250418 3,500.00 Invoice: 15437 FS#2 ART CONSULTANT 3,500.00 E FIR21008.DESIGN&BID. . 40500000 6713 Fire CP - CapBldStrc CHECK 506021 TOTAL: 3,500.00 506022 04/18/2025 PRTD 119857 ICMA 2025 DUES-967017 04/10/2025 20250418 1,200.00 Invoice: 2025 DUES-967017 ARI LENZ ASSISTANT CITY MANAGER ICMA DUES 1,200.00 10110100 6105 Admin Gen - Dues&Sub ICMA 2025 DUES-190781 04/10/2025 20250418 1,200.00 Invoice: 2025 DUES-190781 SCOTT NEAL City Manager ICMA dues 1,200.00 10110100 6105 Admin Gen - Dues&Sub CHECK 506022 TOTAL: 2,400.00 506023 04/18/2025 PRTD 129508 IMPACT MAILING OF MINNESOTA INC 216610 04/02/2025 20250418 5,022.08 Invoice: 216610 Monthly 3/1/2025-3/31/2025 5,022.08 59059000 6103 Wat UB - Prof Svrs CHECK 506023 TOTAL: 5,022.08 Page 103 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/17/2025 11:26User: 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 506024 04/18/2025 PRTD 146427 LUCID BREWING LLC IN-242235 04/02/2025 20250418 153.00 Invoice: IN-242235 153.00 5800 1354 Liquor BS - Inv Beer CHECK 506024 TOTAL: 153.00 506025 04/18/2025 PRTD 129619 INGERSOLL-RAND COMPANY 31202200 04/01/2025 20250418 2,721.94 Invoice: 31202200 2,721.94 61061004 6180 PW Equip - Rep&Maint CHECK 506025 TOTAL: 2,721.94 506026 04/18/2025 PRTD 160653 INSIGHT BREWING COMPANY LLC 22865 04/02/2025 20250418 318.21 Invoice: 22865 318.21 5800 1354 Liquor BS - Inv Beer INSIGHT BREWING COMPANY LLC 22890 04/02/2025 20250418 342.10 Invoice: 22890 342.10 5800 1354 Liquor BS - Inv Beer INSIGHT BREWING COMPANY LLC 22891 04/02/2025 20250418 600.00 Invoice: 22891 600.00 5800 1356 Liquor BS - Inventory THC Bev INSIGHT BREWING COMPANY LLC 22857 04/02/2025 20250418 322.82 Invoice: 22857 322.82 5800 1354 Liquor BS - Inv Beer CHECK 506026 TOTAL: 1,583.13 506027 04/18/2025 PRTD 161318 ISPIRI LLC 201 03/27/2025 20250418 150.00 Invoice: 201 COCKTAILS IN BLOOM 150.00 58058001 6106 50th Sell - Meet Exp CHECK 506027 TOTAL: 150.00 506028 04/18/2025 PRTD 100828 JERRY'S ENTERPRISES INC 80003 03/31/2025 20250418 21.57 Invoice: 80003 21.57 17017004 6406 Tree & Mnt - SupOther JERRY'S ENTERPRISES INC 80002 03/31/2025 20250418 10.78 Invoice: 80002 neon pink duct tape 10.78 12012000 6510 Fire Gen - SupFrstAid JERRY'S ENTERPRISES INC 80035 04/04/2025 20250418 45.96 Invoice: 80035 45.96 17017001 6406 Mowing - SupOther Page 104 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/17/2025 11:26User: 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 506028 TOTAL: 78.31 506029 04/18/2025 PRTD 100828 JERRY'S ENTERPRISES INC 9752 04/10/2025 20250418 31.54 Invoice: 9752 31.54 52052003 6530 Dr Range - ReprParts CHECK 506029 TOTAL: 31.54 506030 04/18/2025 PRTD 102146 JESSEN PRESS INC 693029 03/31/2025 20250418 3,215.00 Invoice: 693029 "Edition: Edina" Printing - April 3,215.00 10410400 6123 Comm Gen - Mgzn/News CHECK 506030 TOTAL: 3,215.00 506031 04/18/2025 PRTD 161144 JIXXIE 2240 04/02/2025 20250418 510.00 Invoice: 2240 510.00 5800 1356 Liquor BS - Inventory THC Bev JIXXIE 2239 04/02/2025 20250418 540.00 Invoice: 2239 540.00 5800 1356 Liquor BS - Inventory THC Bev CHECK 506031 TOTAL: 1,050.00 506032 04/18/2025 PRTD 100835 ARTISAN BEER COMPANY 3757577 04/03/2025 20250418 30.75 Invoice: 3757577 30.75 5800 1355 Liquor BS - Inv Misc ARTISAN BEER COMPANY 3757578 04/03/2025 20250418 564.80 Invoice: 3757578 564.80 5800 1356 Liquor BS - Inventory THC Bev ARTISAN BEER COMPANY 3757576 04/03/2025 20250418 886.65 Invoice: 3757576 886.65 5800 1354 Liquor BS - Inv Beer ARTISAN BEER COMPANY 3757579 04/03/2025 20250418 400.00 Invoice: 3757579 400.00 5800 1354 Liquor BS - Inv Beer ARTISAN BEER COMPANY 3757575 04/03/2025 20250418 911.15 Invoice: 3757575 911.15 5800 1354 Liquor BS - Inv Beer CHECK 506032 TOTAL: 2,793.35 Page 105 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/17/2025 11:26User: 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 506033 04/18/2025 PRTD 100835 WINE MERCHANTS 7512201 03/20/2025 20250418 10,316.04 Invoice: 7512201 51.80 58258201 5513 Grnd Sell - CGS Wine 10,264.24 5800 1353 Liquor BS - Inv Wine WINE MERCHANTS 7513962 04/03/2025 20250418 870.32 Invoice: 7513962 9.52 58158101 5513 Sthdl Sell - CGS Wine 860.80 5800 1353 Liquor BS - Inv Wine WINE MERCHANTS 7513961 04/03/2025 20250418 1,301.70 Invoice: 7513961 10.50 58058001 5513 50th Sell - CGS Wine 1,291.20 5800 1353 Liquor BS - Inv Wine WINE MERCHANTS 7513963 04/03/2025 20250418 871.30 Invoice: 7513963 10.50 58258201 5513 Grnd Sell - CGS Wine 860.80 5800 1353 Liquor BS - Inv Wine CHECK 506033 TOTAL: 13,359.36 506034 04/18/2025 PRTD 100835 JOHNSON BROTHERS LIQUOR CO 2761218 04/03/2025 20250418 294.40 Invoice: 2761218 1.40 58258201 5512 Grnd Sell - CGS Liq 293.00 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2761217 04/03/2025 20250418 130.80 Invoice: 2761217 2.80 58258201 5513 Grnd Sell - CGS Wine 128.00 5800 1353 Liquor BS - Inv Wine CHECK 506034 TOTAL: 425.20 506035 04/18/2025 PRTD 145396 JUNKYARD BREWING COMPANY LLC 007686 04/02/2025 20250418 209.00 Invoice: 007686 209.00 5800 1354 Liquor BS - Inv Beer JUNKYARD BREWING COMPANY LLC 007687 04/02/2025 20250418 205.00 Invoice: 007687 205.00 5800 1354 Liquor BS - Inv Beer CHECK 506035 TOTAL: 414.00 506036 04/18/2025 PRTD 101696 KEY ENTERPRISES LLC 2025ci-16249 04/03/2025 20250418 4,300.00 Invoice: 2025ci-16249 4,300.00 52052000 6122 Golf Gen - AdvOther Page 106 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/17/2025 11:26User: 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 CHECK 506036 TOTAL: 4,300.00 506037 04/18/2025 PRTD 130042 KULLY SUPPLY INC 673297 03/31/2025 20250418 973.24 Invoice: 673297 973.24 17017006 6530 Bldg Maint - ReprParts CHECK 506037 TOTAL: 973.24 506038 04/18/2025 PRTD 160668 LAMMERS, ECKBERG PC 4506 03/31/2025 20250418 753.75 Invoice: 4506 Our file# 34903 40162 2025 Edina PD Policy Consult 753.75 13013001 6131 Legal Srv - PrfSvLegal CHECK 506038 TOTAL: 753.75 506039 04/18/2025 PRTD 144575 LANCER CATERING C/O BRAEMAR GOLF EDN21014 03/08/2025 20250418 664.20 Invoice: EDN21014 Superhero Saturday 664.20 16116106 6103 Youth Prog - Prof Svrs CHECK 506039 TOTAL: 664.20 506040 04/18/2025 PRTD 139451 LANDBRIDGE ECOLOGICAL INC 3037 03/31/2025 20250418 880.00 Invoice: 3037 Wooddale Path Landscape Restor 880.00 15515500 6102 Faclt Gen - Contr Svrs CHECK 506040 TOTAL: 880.00 506041 04/18/2025 PRTD 100852 LAWSON PRODUCTS INC 9312352193 03/28/2025 20250418 463.96 Invoice: 9312352193 463.96 61061004 6530 PW Equip - ReprParts LAWSON PRODUCTS INC 9312369405 04/03/2025 20250418 394.51 Invoice: 9312369405 394.51 61061004 6530 PW Equip - ReprParts CHECK 506041 TOTAL: 858.47 506042 04/18/2025 PRTD 101552 BERKLEY RISK ADMINISTRATORS CO 9552 03/31/2025 20250418 17,630.22 Invoice: 9552 LMCIT CLAIM # 358463 17,630.22 60060004 6200 Other Insr - Insurance BERKLEY RISK ADMINISTRATORS CO 24257 04/01/2025 20250418 589.12 Invoice: 24257 WC NICKOLAS NAVEJAS 589.12 60060001 6045 Work Comp - Work Comp BERKLEY RISK ADMINISTRATORS CO 24233 04/01/2025 20250418 512.27 Invoice: 24233 WC SUZANNE HUDEK Page 107 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/17/2025 11:26User: 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 512.27 60060001 6045 Work Comp - Work Comp BERKLEY RISK ADMINISTRATORS CO 24183 04/01/2025 20250418 134.19 Invoice: 24183 WC DOUGLAS SCHIRO 134.19 60060001 6045 Work Comp - Work Comp BERKLEY RISK ADMINISTRATORS CO 24235 04/01/2025 20250418 1,882.26 Invoice: 24235 WC BENJAMIN WENANDE 1,882.26 60060001 6045 Work Comp - Work Comp BERKLEY RISK ADMINISTRATORS CO 24279 04/01/2025 20250418 1,766.14 Invoice: 24279 WC MATTHEW BAADE 1,766.14 60060001 6045 Work Comp - Work Comp BERKLEY RISK ADMINISTRATORS CO 24180 04/01/2025 20250418 1,676.56 Invoice: 24180 WC TIMOTHY ZIMMERMAN 1,676.56 60060001 6045 Work Comp - Work Comp BERKLEY RISK ADMINISTRATORS CO 24149 04/01/2025 20250418 1,585.94 Invoice: 24149 WC JOHN BROOKS 1,585.94 60060001 6045 Work Comp - Work Comp CHECK 506042 TOTAL: 25,776.70 506043 04/18/2025 PRTD 101552 LEAGUE OF MINNESOTA CITIES 428460 04/10/2025 20250418 1,275.00 Invoice: 428460 2025 LMC ANNUAL CONFERENCE 425.00 10110100 6104 Admin Gen - Conf&Schls 850.00 10000000 6104 City Cncl - Conf&Schls CHECK 506043 TOTAL: 1,275.00 506044 04/18/2025 PRTD 161368 LEXISNEXIS RISK SOLUTIONS FL INC 3026 03/31/2025 20250418 366.67 Invoice: 3026 AVCC Annual Subscription Fee, 2025/03/01-2025/03/3 366.67 13300000 6105 Investigat - Dues&Sub CHECK 506044 TOTAL: 366.67 506045 04/18/2025 PRTD 135867 LIBATION PROJECT 87711 04/08/2025 20250418 293.96 Invoice: 87711 2.00 58258201 5512 Grnd Sell - CGS Liq 291.96 5800 1352 Liquor BS - Inv Liq LIBATION PROJECT 87714 04/08/2025 20250418 842.12 Invoice: 87714 14.00 58258201 5513 Grnd Sell - CGS Wine 828.12 5800 1353 Liquor BS - Inv Wine Page 108 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/17/2025 11:26User: 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 CHECK 506045 TOTAL: 1,136.08 506046 04/18/2025 PRTD 130046 LIFE INSURANCE COMPANY OF NORTH A 194260_040125 04/01/2025 20250418 3,603.35 Invoice: 194260_040125 P-F AD&D Policy 4-1-25 to 3-31-26 3,603.35 9000 2026 Payroll BS - Life Ins CHECK 506046 TOTAL: 3,603.35 506047 04/18/2025 PRTD 160548 LUCE LINE BREWING CO LLC E-3683 04/03/2025 20250418 65.00 Invoice: E-3683 65.00 5800 1354 Liquor BS - Inv Beer LUCE LINE BREWING CO LLC E-3684 04/03/2025 20250418 70.00 Invoice: E-3684 70.00 5800 1356 Liquor BS - Inventory THC Bev CHECK 506047 TOTAL: 135.00 506048 04/18/2025 PRTD 141916 LUPULIN BREWING COMPANY 65892 04/02/2025 20250418 398.40 Invoice: 65892 398.40 5800 1356 Liquor BS - Inventory THC Bev LUPULIN BREWING COMPANY 65893 04/02/2025 20250418 207.00 Invoice: 65893 207.00 5800 1354 Liquor BS - Inv Beer CHECK 506048 TOTAL: 605.40 506049 04/18/2025 PRTD 123848 LVC COMPANIES INC 166311 04/01/2025 20250418 350.00 Invoice: 166311 Two year contract extension 350.00 15515500 6102 Faclt Gen - Contr Svrs LVC COMPANIES INC 166309 04/01/2025 20250418 350.00 Invoice: 166309 Two year contract extension 350.00 15515500 6102 Faclt Gen - Contr Svrs LVC COMPANIES INC 166294 04/01/2025 20250418 380.00 Invoice: 166294 Two year contract extension 380.00 15515500 6102 Faclt Gen - Contr Svrs LVC COMPANIES INC 166493 04/03/2025 20250418 716.00 Invoice: 166493 Two year contract extension 716.00 15515500 6102 Faclt Gen - Contr Svrs LVC COMPANIES INC 166410 04/02/2025 20250418 350.00 Invoice: 166410 Two year contract extension 350.00 15515500 6102 Faclt Gen - Contr Svrs Page 109 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/17/2025 11:26User: 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 CHECK 506049 TOTAL: 2,146.00 506050 04/18/2025 PRTD 100864 MACQUEEN EQUIPMENT LLC P63935 04/03/2025 20250418 2,156.16 Invoice: P63935 2,156.16 59259204 6530 Stm St Cln - ReprParts CHECK 506050 TOTAL: 2,156.16 506051 04/18/2025 PRTD 161239 MADDOCK, KRISTA 4 03/31/2025 20250418 140.00 Invoice: 4 Health Classes 140.00 16116103 6103 Senior Cen - Prof Svrs CHECK 506051 TOTAL: 140.00 506052 04/18/2025 PRTD 134063 MANSFIELD OIL COMPANY 26383000 04/04/2025 20250418 12,198.86 Invoice: 26383000 Fuel 12,198.86 61061004 6581 PW Equip - Gasoline MANSFIELD OIL COMPANY 26394100 04/08/2025 20250418 2,725.07 Invoice: 26394100 Fuel 2,725.07 61061004 6581 PW Equip - Gasoline CHECK 506052 TOTAL: 14,923.93 506053 04/18/2025 PRTD 160297 MARIE RIDGEWAY LICSW LLC 3157 03/31/2025 20250418 1,880.00 Invoice: 3157 1,880.00 13013000 6175 Pol Ad Gen - EmpExams CHECK 506053 TOTAL: 1,880.00 506054 04/18/2025 PRTD 122878 MARTTI, DOROTHEA J 303 03/31/2025 20250418 330.00 Invoice: 303 06 Mar & 21 Mar Editing & Hosting Agenda 1 hr each 330.00 10410402 6103 Video Pro - Prof Svrs CHECK 506054 TOTAL: 330.00 506055 04/18/2025 PRTD 122554 MATHESON TRI-GAS INC 0031237506 03/21/2025 20250418 291.83 Invoice: 0031237506 HRCM 400 CYLMGMTFEE 291.83 12012000 6510 Fire Gen - SupFrstAid MATHESON TRI-GAS INC 0031237944 03/21/2025 20250418 77.47 Invoice: 0031237944 SMALL HRCM 400 CYLMGMFEE 77.47 12012000 6510 Fire Gen - SupFrstAid Page 110 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/17/2025 11:26User: 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 CHECK 506055 TOTAL: 369.30 506056 04/18/2025 PRTD 146040 MEGA BEER LLC IN-23372 04/02/2025 20250418 305.60 Invoice: IN-23372 305.60 5800 1354 Liquor BS - Inv Beer CHECK 506056 TOTAL: 305.60 506057 04/18/2025 PRTD 101483 MENARDS 21151 03/28/2025 20250418 65.93 Invoice: 21151 65.93 14014001 6556 Gen Mntce - Tool&Acces MENARDS 21080 03/28/2025 20250418 81.36 Invoice: 21080 81.36 58158100 6180 Sthdl AdGe - Rep&Maint MENARDS 21317 03/31/2025 20250418 149.36 Invoice: 21317 GOLF 149.36 52052005 6406 Clubhouse - SupOther MENARDS 21338 03/31/2025 20250418 17.95 Invoice: 21338 PWK 17.95 14014001 6556 Gen Mntce - Tool&Acces MENARDS 21333 03/31/2025 20250418 83.90 Invoice: 21333 83.90 55055001 6511 Bldg/Grnds - SupCustod MENARDS 21391 04/01/2025 20250418 113.28 Invoice: 21391 113.28 17017006 6406 Bldg Maint - SupOther CHECK 506057 TOTAL: 511.78 506058 04/18/2025 PRTD 100883 MESSERLI & KRAMER 479561 03/28/2025 20250418 14,125.00 Invoice: 479561 Client/Matter: 23330-00019 2025 Legislative Rep 14,125.00 10110100 6131 Admin Gen - PrfSvLegal CHECK 506058 TOTAL: 14,125.00 506059 04/18/2025 PRTD 160530 METRO ELEVATOR INC 98076 04/01/2025 20250418 186.56 Invoice: 98076 APRIL ELEVATOR SERVICE - ARENA 186.56 55055001 6230 Bldg/Grnds - SrvCntrcts METRO ELEVATOR INC 98077 04/01/2025 20250418 186.56 Invoice: 98077 APRIL ELEVATOR SERVICE - FIRE STATION 186.56 12012001 6102 Station 1 - Contr Svrs Page 111 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/17/2025 11:26User: 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 CHECK 506059 TOTAL: 373.12 506060 04/18/2025 PRTD 100885 METRO SALES INC INV2756138 04/02/2025 20250418 357.32 Invoice: INV2756138 Copier lease 357.32 54054001 6230 Operations - SrvCntrcts CHECK 506060 TOTAL: 357.32 506061 04/18/2025 PRTD 161355 METRONOME BREWERY LLC 1553 04/02/2025 20250418 112.96 Invoice: 1553 112.96 5800 1354 Liquor BS - Inv Beer CHECK 506061 TOTAL: 112.96 506062 04/18/2025 PRTD 145395 MILK AND HONEY LLC 15433 04/03/2025 20250418 300.00 Invoice: 15433 300.00 5800 1354 Liquor BS - Inv Beer CHECK 506062 TOTAL: 300.00 506063 04/18/2025 PRTD 102174 MINNEAPOLIS OXYGEN COMPANY 002035133 03/21/2025 20250418 1,531.16 Invoice: 002035133 1,531.16 71071003 6545 Fire Tower - Chemicals MINNEAPOLIS OXYGEN COMPANY 0000141212 03/31/2025 20250418 120.90 Invoice: 0000141212 120.90 71071003 6545 Fire Tower - Chemicals CHECK 506063 TOTAL: 1,652.06 506064 04/18/2025 PRTD 128914 BJKK DEVELOPMENT 10205650 02/12/2025 20250418 64.50 Invoice: 10205650 64.50 16116102 6103 Spec Activ - Prof Svrs BJKK DEVELOPMENT 37526 03/12/2025 20250418 84.50 Invoice: 37526 500 Cards Birthday Edinborough Park 84.50 54054000 6122 Admin - AdvOther CHECK 506064 TOTAL: 149.00 506065 04/18/2025 PRTD 140955 MODIST BREWING LLC E-58057 04/08/2025 20250418 189.15 Invoice: E-58057 189.15 5800 1354 Liquor BS - Inv Beer MODIST BREWING LLC E-58045 04/08/2025 20250418 98.45 Invoice: E-58045 Page 112 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/17/2025 11:26User: 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 98.45 5800 1354 Liquor BS - Inv Beer CHECK 506065 TOTAL: 287.60 506066 04/18/2025 PRTD 143339 MR CUTTING EDGE 7318 03/31/2025 20250418 340.00 Invoice: 7318 OUTDOOR ICE SCRAPER RESHARPEN Job: 12777 340.00 57057000 6103 General - Prof Svrs MR CUTTING EDGE 7320 03/31/2025 20250418 175.00 Invoice: 7320 OUTDOOR ICE SCRAPER BLADE- 96" Job 12692 175.00 17017008 6406 Rink Maint - SupOther MR CUTTING EDGE 7310 03/31/2025 20250418 379.00 Invoice: 7310 ICE SCRAPER BLADE SHARPEN- 77" job 12836 379.00 55055003 6180 Ice Maint - Rep&Maint CHECK 506066 TOTAL: 894.00 506067 04/18/2025 PRTD 100906 MTI DISTRIBUTING INC 1466812-00 03/28/2025 20250418 538.31 Invoice: 1466812-00 538.31 52052000 6530 Golf Gen - ReprParts MTI DISTRIBUTING INC 1466976-00 03/31/2025 20250418 97.20 Invoice: 1466976-00 97.20 52052000 6406 Golf Gen - SupOther MTI DISTRIBUTING INC 1467493-00 04/03/2025 20250418 28.15 Invoice: 1467493-00 28.15 61061009 6530 Pk Mant Eq - ReprParts MTI DISTRIBUTING INC 1467437-00 04/03/2025 20250418 44.62 Invoice: 1467437-00 44.62 61061009 6530 Pk Mant Eq - ReprParts CHECK 506067 TOTAL: 708.28 506068 04/18/2025 PRTD 160393 NEO ELECTRICAL SOLUTIONS LLC MARCH 2025 03/31/2025 20250418 56,192.50 Invoice: MARCH 2025 Lewis Park Sports Lighting Mat 56,192.50 40900000 6716 P&R CP - CapParks CHECK 506068 TOTAL: 56,192.50 506069 04/18/2025 PRTD 142880 NORDIC SOLAR HOLDCO LLC NV-NSH005105 03/31/2025 20250418 3,145.02 Invoice: NV-NSH005105 2/1/2025 - 2/28/2025 3,145.02 59059005 6185 Wat Treat - Elec&Solar Page 113 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/17/2025 11:26User: 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 CHECK 506069 TOTAL: 3,145.02 506070 04/18/2025 PRTD 160281 OHLAND COMMERCIAL SERVICES LLC 2544 03/31/2025 20250418 810.00 Invoice: 2544 Monthly snow removal for April 810.00 12012000 6103 Fire Gen - Prof Svrs CHECK 506070 TOTAL: 810.00 506071 04/18/2025 PRTD 100936 OLSEN CHAIN & CABLE CO INC 727534 04/02/2025 20250418 186.38 Invoice: 727534 186.38 14014003 6406 Overlay Pr - SupOther CHECK 506071 TOTAL: 186.38 506072 04/18/2025 PRTD 999995 A P Tupy Mechanical ED219812-REFUND 04/08/2025 20250418 312.52 Invoice: ED219812-REFUND ED219812 4005 42ND ST W 312.52 12100000 4115 Build Insp - Perm Mech CHECK 506072 TOTAL: 312.52 506073 04/18/2025 PRTD 999995 All Around Property Preservation ED219666-REFUND 04/04/2025 20250418 662.80 Invoice: ED219666-REFUND ED219666 4508 Grimes Ave 662.80 12100000 4111 Build Insp - Perm Bldg CHECK 506073 TOTAL: 662.80 506074 04/18/2025 PRTD 999995 Michael Wilson ED218810-REFUND 04/07/2025 20250418 74.40 Invoice: ED218810-REFUND ED218810 7105 Cornelia Dr 74.40 12100000 4111 Build Insp - Perm Bldg CHECK 506074 TOTAL: 74.40 506075 04/18/2025 PRTD 999994 Edina Girls Fastpitch Association 5414 04/10/2025 20250418 450.00 Invoice: 5414 Plymouth/Wayzata Youth Softball Assn(Ck#5414) 450.00 10800000 4609 Finance - Over/Short CHECK 506075 TOTAL: 450.00 506076 04/18/2025 PRTD 999994 Lund Food Holdings Inc P-13-2025-REFUND 04/16/2025 20250418 109.03 Invoice: P-13-2025-REFUND Refund Parking Permit# P-13 100.00 F ENG98001.OTHER . . 40840801 4134 Faclt CP - PermParkng 9.03 4000 2039 Cap Prj BS - Sls&UseTax Page 114 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/17/2025 11:26User: 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 CHECK 506076 TOTAL: 109.03 506077 04/18/2025 PRTD 999997 Phillips Edison and Company 140224 04/15/2025 20250418 5,050.53 Invoice: 140224 UB 0335022059 7501 FRANCE 5,050.53 59005900 1211 Wat BS - Accts Rec CHECK 506077 TOTAL: 5,050.53 506078 04/18/2025 PRTD 999997 Phillips Edison and Company 140225 04/15/2025 20250418 4,488.45 Invoice: 140225 UB 0335022060 7501 FRANCE 4,488.45 59005920 1211 Stm BS - Accts Rec CHECK 506078 TOTAL: 4,488.45 506079 04/18/2025 PRTD 999997 Phillips Edison and Company 140226 04/15/2025 20250418 3,006.19 Invoice: 140226 UB 0335022406 7561 FRANCE 3,006.19 59005900 1211 Wat BS - Accts Rec CHECK 506079 TOTAL: 3,006.19 506080 04/18/2025 PRTD 999997 Phillips Edison and Company 140227 04/15/2025 20250418 4,447.01 Invoice: 140227 UB 0350025685 7401 FRANCE 4,447.01 59005920 1211 Stm BS - Accts Rec CHECK 506080 TOTAL: 4,447.01 506081 04/18/2025 PRTD 101659 ORKIN 277640804 04/01/2025 20250418 142.36 Invoice: 277640804 CITY OF EDINA - PUBLIC WORKS BLDG 142.36 15515500 6102 Faclt Gen - Contr Svrs CHECK 506081 TOTAL: 142.36 506082 04/18/2025 PRTD 141248 PAPER ROLL PRODUCTS LLC 278973 04/01/2025 20250418 1,273.75 Invoice: 278973 1,273.75 13013000 6406 Pol Ad Gen - SupOther CHECK 506082 TOTAL: 1,273.75 506083 04/18/2025 PRTD 142748 PARMAN ENERGY GROUP LLC 0299653-IN 04/03/2025 20250418 327.85 Invoice: 0299653-IN 327.85 61061004 6584 PW Equip - Lubricants CHECK 506083 TOTAL: 327.85 Page 115 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/17/2025 11:26User: 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 506084 04/18/2025 PRTD 100944 PAUSTIS WINE COMPANY 262761 04/08/2025 20250418 2,015.50 Invoice: 262761 25.50 58158101 5513 Sthdl Sell - CGS Wine 1,990.00 5800 1353 Liquor BS - Inv Wine PAUSTIS WINE COMPANY 262763 04/08/2025 20250418 683.00 Invoice: 262763 15.00 58058001 5513 50th Sell - CGS Wine 668.00 5800 1353 Liquor BS - Inv Wine CHECK 506084 TOTAL: 2,698.50 506085 04/18/2025 PRTD 160794 PILMARK LLC 208160-040125 04/01/2025 20250418 3,182.31 Invoice: 208160-040125 3,182.31 13013000 6201 Pol Ad Gen - Laundry CHECK 506085 TOTAL: 3,182.31 506086 04/18/2025 PRTD 100119 PING INC 18092006 03/04/2025 20250418 1,062.49 Invoice: 18092006 13.69 52052006 5510 Ret Sales - CGS 1,048.80 52005200 1356 Course BS - Inventory PING INC 18086423 03/03/2025 20250418 462.41 Invoice: 18086423 13.25 52052006 5510 Ret Sales - CGS 449.16 52005200 1356 Course BS - Inventory CHECK 506086 TOTAL: 1,524.90 506087 04/18/2025 PRTD 108875 PRESCRIPTION LANDSCAPE 178043 04/01/2025 20250418 230.72 Invoice: 178043 Public Works Management Services April 2025 230.72 63063001 6103 PW Fac - Prof Svrs PRESCRIPTION LANDSCAPE 178044 04/01/2025 20250418 487.14 Invoice: 178044 50TH & FRANCE Landscape Mgmt Services April 2025 487.14 E ENG98001.MISCELLAN .SERVICES . 40840801 6103 Faclt CP - Prof Svrs PRESCRIPTION LANDSCAPE 178017 04/01/2025 20250418 872.16 Invoice: 178017 Organic weed control option April 2025 872.16 17017000 6103 Prk Mnt Ad - Prof Svrs PRESCRIPTION LANDSCAPE 178018 04/01/2025 20250418 1,275.54 Invoice: 178018 Landscape Management Contract Apr 2025 1,275.54 17017010 6103 Sr Cnt Mnt - Prof Svrs Page 116 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/17/2025 11:26User: 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 PRESCRIPTION LANDSCAPE 178033 04/01/2025 20250418 832.96 Invoice: 178033 West76th Street Month Median bed maintenance April 832.96 14014001 6103 Gen Mntce - Prof Svrs PRESCRIPTION LANDSCAPE 178040 04/01/2025 20250418 1,563.61 Invoice: 178040 Grandview BED MAINTENANCE DISCTRICT April 2025 1,563.61 14014001 6103 Gen Mntce - Prof Svrs PRESCRIPTION LANDSCAPE 178026 04/01/2025 20250418 994.70 Invoice: 178026 West 70th 100 to France ave 994.70 14014001 6103 Gen Mntce - Prof Svrs PRESCRIPTION LANDSCAPE 178029 04/01/2025 20250418 471.43 Invoice: 178029 Valley View Road Roundabout - Braemar Circle 471.43 14014001 6103 Gen Mntce - Prof Svrs PRESCRIPTION LANDSCAPE 178039 04/01/2025 20250418 1,094.32 Invoice: 178039 EDINA CITY HALL 1,094.32 63063000 6103 City Hall - Prof Svrs PRESCRIPTION LANDSCAPE 178028 04/01/2025 20250418 567.27 Invoice: 178028 Hazelton Road France ave to Think Bank 567.27 14014001 6103 Gen Mntce - Prof Svrs PRESCRIPTION LANDSCAPE 178027 04/01/2025 20250418 1,154.15 Invoice: 178027 France Ave from 76th to TH62 1,154.15 14014001 6103 Gen Mntce - Prof Svrs PRESCRIPTION LANDSCAPE 178031 04/01/2025 20250418 713.20 Invoice: 178031 NW and SW corner of 66th and York 713.20 14014001 6103 Gen Mntce - Prof Svrs PRESCRIPTION LANDSCAPE 178025 Terms Due Dat04/01/2025 20250418 911.85 Invoice: 178025 Terms Due Dat West 70th France to York 911.85 14014001 6103 Gen Mntce - Prof Svrs PRESCRIPTION LANDSCAPE 178030 04/01/2025 20250418 471.43 Invoice: 178030 471.43 14014001 6103 Gen Mntce - Prof Svrs PRESCRIPTION LANDSCAPE 178034 04/01/2025 20250418 558.27 Invoice: 178034 558.27 14014001 6103 Gen Mntce - Prof Svrs PRESCRIPTION LANDSCAPE 178032 04/01/2025 20250418 886.50 Invoice: 178032 886.50 14014001 6103 Gen Mntce - Prof Svrs PRESCRIPTION LANDSCAPE 178281 03/28/2025 20250418 8,836.73 Invoice: 178281 8,836.73 14014001 6103 Gen Mntce - Prof Svrs Page 117 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/17/2025 11:26User: 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 506087 TOTAL: 21,921.98 506088 04/18/2025 PRTD 105690 PRO-TEC DESIGN INC 118466 03/31/2025 20250418 1,738.88 Invoice: 118466 1,738.88 56056001 6406 Bldg/Grnds - SupOther PRO-TEC DESIGN INC 118507 03/31/2025 20250418 5,080.14 Invoice: 118507 5,080.14 63063001 6180 PW Fac - Rep&Maint CHECK 506088 TOTAL: 6,819.02 506089 04/18/2025 PRTD 106322 SCHENCK, DAVID 162248 04/02/2025 20250418 643.80 Invoice: 162248 Toilet paper, Paper Towels, Trash Bags, Cleaner 643.80 54054001 6511 Operations - SupCustod SCHENCK, DAVID 162234 04/02/2025 20250418 496.34 Invoice: 162234 Toilet paper, Paper Towels, Trash Bags, Cleaner 496.34 54054001 6511 Operations - SupCustod CHECK 506089 TOTAL: 1,140.14 506090 04/18/2025 PRTD 143618 PRYES BREWING COMPANY LLC W-95395 04/02/2025 20250418 124.00 Invoice: W-95395 124.00 5800 1354 Liquor BS - Inv Beer CHECK 506090 TOTAL: 124.00 506091 04/18/2025 PRTD 100466 R & R PRODUCTS INC CD3007234 03/28/2025 20250418 1,229.75 Invoice: CD3007234 1,229.75 52052000 6530 Golf Gen - ReprParts CHECK 506091 TOTAL: 1,229.75 506092 04/18/2025 PRTD 133627 REPUBLIC SERVICES #894 0894-007100451 03/31/2025 20250418 54,466.55 Invoice: 0894-007100451 Account 3-0894-7000078 Recycling Serv 03/01-03/31 54,466.55 59359301 6182 Rec Reg - Garb&Recyc CHECK 506092 TOTAL: 54,466.55 506093 04/18/2025 PRTD 114799 RES GREAT LAKES LLC IN53179 04/02/2025 20250418 3,390.00 Invoice: IN53179 ENG 23-3 Natural Area Maintena 3,390.00 E ENG23107.MISCELLAN . . 40840800 6103 Eng CP - Prof Svrs Page 118 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/17/2025 11:26User: 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 CHECK 506093 TOTAL: 3,390.00 506094 04/18/2025 PRTD 102420 RETROFIT COMPANIES INC 0128587-IN 03/24/2025 20250418 6,168.68 Invoice: 0128587-IN 6,168.68 71071002 6103 Range - Prof Svrs CHECK 506094 TOTAL: 6,168.68 506095 04/18/2025 PRTD 100977 RICHFIELD PLUMBING COMPANY 91443 03/31/2025 20250418 185.00 Invoice: 91443 185.00 57057000 6103 General - Prof Svrs RICHFIELD PLUMBING COMPANY 91431 03/28/2025 20250418 714.22 Invoice: 91431 714.22 63063000 6180 City Hall - Rep&Maint RICHFIELD PLUMBING COMPANY 91486 04/02/2025 20250418 2,012.00 Invoice: 91486 Emer. repair to domestic line in pool mech rm 2,012.00 54054001 6180 Operations - Rep&Maint CHECK 506095 TOTAL: 2,911.22 506096 04/18/2025 PRTD 100980 ROBERT B HILL COMPANY 432348 04/02/2025 20250418 260.00 Invoice: 432348 260.00 55055001 6103 Bldg/Grnds - Prof Svrs CHECK 506096 TOTAL: 260.00 506097 04/18/2025 PRTD 127639 MIDWAY FORD COMPANY 877468 03/28/2025 20250418 38.61 Invoice: 877468 38.61 61061002 6530 Assess Eq - ReprParts CHECK 506097 TOTAL: 38.61 506098 04/18/2025 PRTD 160732 ROTARY CLUB OF EDINA 9828 04/05/2025 20250418 429.75 Invoice: 9828 Quarter 4 Dues & Club Meeting Fees Milburn 429.75 10110100 6105 Admin Gen - Dues&Sub CHECK 506098 TOTAL: 429.75 506099 04/18/2025 PRTD 144553 SALTCO LLC 154770 03/31/2025 20250418 953.10 Invoice: 154770 953.10 55055001 6230 Bldg/Grnds - SrvCntrcts Page 119 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/17/2025 11:26User: 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 CHECK 506099 TOTAL: 953.10 506100 04/18/2025 PRTD 103409 KELBRO COMPANY 75-00011 04/03/2025 20250418 49.90 Invoice: 75-00011 49.90 5800 1355 Liquor BS - Inv Misc KELBRO COMPANY 75-00015 04/03/2025 20250418 28.95 Invoice: 75-00015 4.00 58258201 5515 Grnd Sell - CGS Other 24.95 5800 1355 Liquor BS - Inv Misc CHECK 506100 TOTAL: 78.85 506101 04/18/2025 PRTD 100998 SHERWIN WILLIAMS CO 7129-3 04/03/2025 20250418 110.99 Invoice: 7129-3 short paying sales tax 9.46 exempt, sent MN ST3 110.99 17017001 6530 Mowing - ReprParts CHECK 506101 TOTAL: 110.99 506102 04/18/2025 PRTD 160278 ROHN INDUSTRIES, INC 0045267 04/01/2025 20250418 37.70 Invoice: 0045267 37.70 10210200 6160 Cty Ck Gen - Sftwr&Data ROHN INDUSTRIES, INC 0045936 04/02/2025 20250418 44.75 Invoice: 0045936 44.75 10210200 6160 Cty Ck Gen - Sftwr&Data CHECK 506102 TOTAL: 82.45 506103 04/18/2025 PRTD 120784 WALSH GRAPHICS INC 20134 02/10/2025 20250418 210.99 Invoice: 20134 Candy Land Yard Signs - Per Amanda 210.99 16116102 6406 Spec Activ - SupOther WALSH GRAPHICS INC 20270 04/02/2025 20250418 107.33 Invoice: 20270 107.33 57057000 6406 General - SupOther WALSH GRAPHICS INC 20269 03/28/2025 20250418 24.54 Invoice: 20269 Park Adopted by Sign - River Valley Church 24.54 17017006 6406 Bldg Maint - SupOther CHECK 506103 TOTAL: 342.86 506104 04/18/2025 PRTD 137482 SITEONE LANDSCAPE SUPPLY LLC 151498683-001 04/01/2025 20250418 243.55 Invoice: 151498683-001 243.55 17017003 6540 GH & Hort - SdFertWeed Page 120 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/17/2025 11:26User: 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 CHECK 506104 TOTAL: 243.55 506105 04/18/2025 PRTD 132195 SMALL LOT COOP MN92439 04/08/2025 20250418 180.00 Invoice: MN92439 180.00 5800 1352 Liquor BS - Inv Liq SMALL LOT COOP MN92438 04/08/2025 20250418 1,104.12 Invoice: MN92438 1,104.12 5800 1353 Liquor BS - Inv Wine SMALL LOT COOP MN92437 04/08/2025 20250418 245.00 Invoice: MN92437 5.00 58158101 5513 Sthdl Sell - CGS Wine 240.00 5800 1353 Liquor BS - Inv Wine SMALL LOT COOP MN92435 04/08/2025 20250418 510.12 Invoice: MN92435 6.00 58058001 5513 50th Sell - CGS Wine 504.12 5800 1353 Liquor BS - Inv Wine CHECK 506105 TOTAL: 2,039.24 506106 04/18/2025 PRTD 139006 STATE OF MINNESOTA 00000860237 04/07/2025 20250418 13,125.00 Invoice: 00000860237 PER CONTRACT # 237701, WORK CREW SERVICES 4/1/2025 13,125.00 55055001 6230 Bldg/Grnds - SrvCntrcts CHECK 506106 TOTAL: 13,125.00 506107 04/18/2025 PRTD 139006 DEPARTMENT OF CORRECTIONS 00000860241 04/07/2025 20250418 13,125.00 Invoice: 00000860241 PER CONTRACT # 237701, WORK CREW SERVICES 4/1/2025 13,125.00 14014001 6103 Gen Mntce - Prof Svrs CHECK 506107 TOTAL: 13,125.00 506108 04/18/2025 PRTD 139006 DEPARTMENT OF HUMAN SERVICES 00000859390 04/01/2025 20250418 26,331.00 Invoice: 00000859390 2025 Ambulance Supp Pmt 26,331.00 12012000 4329 Fire Gen - Ambulance CHECK 506108 TOTAL: 26,331.00 506109 04/18/2025 PRTD 139006 MINNESOTA POLLUTION CONTROL AGENC MS4 GEN PERMIT/PART104/03/2025 20250418 400.00 Invoice: MS4 GEN PERMIT/PART1 MS4 GEN CONTACT JESSICA WILSON WATER RESOURCE MGR 400.00 59259205 6105 Stm EngSrv - Dues&Sub CHECK 506109 TOTAL: 400.00 Page 121 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/17/2025 11:26User: 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 506110 04/18/2025 PRTD 133068 STEEL TOE BREWING LLC 59814 04/02/2025 20250418 208.00 Invoice: 59814 208.00 5800 1354 Liquor BS - Inv Beer STEEL TOE BREWING LLC 59812 04/02/2025 20250418 344.00 Invoice: 59812 344.00 5800 1354 Liquor BS - Inv Beer CHECK 506110 TOTAL: 552.00 506111 04/18/2025 PRTD 101019 SUBURBAN RATE AUTHORITY 025-1 04/10/2025 20250418 2,739.00 Invoice: 025-1 2025 Membership Assessment - SCOTT NEAL CITY MGR 2,739.00 10000000 6105 City Cncl - Dues&Sub CHECK 506111 TOTAL: 2,739.00 506112 04/18/2025 PRTD 105874 SUBURBAN TIRE WHOLESALE INC 10206194 03/28/2025 20250418 251.64 Invoice: 10206194 251.64 61061007 6583 Health Eq - Tire&Tube CHECK 506112 TOTAL: 251.64 506113 04/18/2025 PRTD 160772 SUMMER LAKES BEVERAGE LLC 9284 04/04/2025 20250418 511.50 Invoice: 9284 511.50 5800 1355 Liquor BS - Inv Misc CHECK 506113 TOTAL: 511.50 506114 04/18/2025 PRTD 122511 SWANK MOTION PICTURES INC RG 3890293 02/26/2025 20250418 255.00 Invoice: RG 3890293 Rental, Friday Night Movie @ EP 255.00 54054000 6103 Admin - Prof Svrs SWANK MOTION PICTURES INC RG 3913749 03/26/2025 20250418 255.00 Invoice: RG 3913749 Rental, Friday Night Movie @ EP 255.00 54054000 6103 Admin - Prof Svrs CHECK 506114 TOTAL: 510.00 506115 04/18/2025 PRTD 119864 SYSCO MINNESOTA INC 547826561 04/03/2025 20250418 1,419.61 Invoice: 547826561 CONCESSIONS PRODUCT, SYSCO 1,419.61 54054002 5510 Concession - CGS CHECK 506115 TOTAL: 1,419.61 Page 122 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/17/2025 11:26User: 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 506116 04/18/2025 PRTD 142316 T-MOBILE USA INC 9600441189 04/02/2025 20250418 165.00 Invoice: 9600441189 165.00 13300000 6160 Investigat - Sftwr&Data T-MOBILE USA INC 9600670547 04/04/2025 20250418 50.00 Invoice: 9600670547 50.00 13300000 6160 Investigat - Sftwr&Data CHECK 506116 TOTAL: 215.00 506117 04/18/2025 PRTD 146347 TELEFLEX FUNDING LLC 9509807808 03/31/2025 20250418 1,330.00 Invoice: 9509807808 EZ IO 25MM NEEDLE SET + STABILIZER BX 1,330.00 12012000 6510 Fire Gen - SupFrstAid CHECK 506117 TOTAL: 1,330.00 506118 04/18/2025 PRTD 161401 THE WEHRMAN COLLABORATIVE 1599 04/04/2025 20250418 5,000.00 Invoice: 1599 WeCo Workshop Training 5,000.00 10410400 6103 Comm Gen - Prof Svrs CHECK 506118 TOTAL: 5,000.00 506119 04/18/2025 PRTD 161380 ESCAPE ROOM PARTIES EP10/02/2025DEPOSIT 03/04/2025 20250418 500.00 Invoice: EP10/02/2025DEPOSIT Youth Program Escape Room Vendor Fee 500.00 54054000 6103 Admin - Prof Svrs CHECK 506119 TOTAL: 500.00 506120 04/18/2025 PRTD 123129 TIMESAVER OFF SITE SECRETARIAL IN 30199 03/31/2025 20250418 212.50 Invoice: 30199 HRA Meeting 1.25 Hours 212.50 26026000 6136 HRA Admin - PrfSvOther TIMESAVER OFF SITE SECRETARIAL IN 30197 03/31/2025 20250418 415.00 Invoice: 30197 03/18/2025 City Council Meeting 4 Hours 415.00 10210200 6103 Cty Ck Gen - Prof Svrs TIMESAVER OFF SITE SECRETARIAL IN 30181 03/31/2025 20250418 374.50 Invoice: 30181 03/26/2025 Planning Commission Meeting 3.5 Hours 374.50 10210200 6103 Cty Ck Gen - Prof Svrs CHECK 506120 TOTAL: 1,002.00 506121 04/18/2025 PRTD 101038 TOLL COMPANY 004020971 03/31/2025 20250418 54.56 Invoice: 004020971 54.56 61061004 6580 PW Equip - SupWelding Page 123 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/17/2025 11:26User: 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 CHECK 506121 TOTAL: 54.56 506122 04/18/2025 PRTD 151773 TOP GOLF USA INC 92740243 04/02/2025 20250418 7,238.44 Invoice: 92740243 7,238.44 52100000 6160 Golf Dome - Sftwr&Data CHECK 506122 TOTAL: 7,238.44 506123 04/18/2025 PRTD 134673 TOTAL MECHANICAL SYSTEMS INC PM5694 04/01/2025 20250418 2,554.00 Invoice: PM5694 Preventative Maintenance 4/1/2025 to 6/30/2025 2,554.00 55055001 6230 Bldg/Grnds - SrvCntrcts CHECK 506123 TOTAL: 2,554.00 506124 04/18/2025 PRTD 103982 TRAFFIC CONTROL CORPORATION 157291 03/28/2025 20250418 740.00 Invoice: 157291 CAMPBELL WIAAPS MNDOT CONTRACT 144047 740.00 15415403 6180 Trfc Signl - Rep&Maint TRAFFIC CONTROL CORPORATION 157292 03/28/2025 20250418 710.00 Invoice: 157292 SPARE WiAAPS BUTTON 710.00 15415403 6180 Trfc Signl - Rep&Maint TRAFFIC CONTROL CORPORATION 157340 04/02/2025 22500023 20250418 6,160.00 Invoice: 157340 6,160.00 15415403 6180 Trfc Signl - Rep&Maint CHECK 506124 TOTAL: 7,610.00 506125 04/18/2025 PRTD 104064 TRANS UNION RISK AND ALTERNATIVE 269634-202503-1 04/01/2025 20250418 282.80 Invoice: 269634-202503-1 March 2025 Billing 282.80 13300000 6105 Investigat - Dues&Sub CHECK 506125 TOTAL: 282.80 506126 04/18/2025 PRTD 103973 ULINE INC 190804478 04/03/2025 20250418 67.51 Invoice: 190804478 67.51 14014001 6556 Gen Mntce - Tool&Acces ULINE INC 191189727 04/03/2025 20250418 740.94 Invoice: 191189727 740.94 59159102 6406 Sew Clean - SupOther CHECK 506126 TOTAL: 808.45 Page 124 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/17/2025 11:26User: 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 506127 04/18/2025 PRTD 160648 UNIFIRST CORPORATION 1410133136 03/31/2025 20250418 40.08 Invoice: 1410133136 Customer# 1863189 PWK UTILITIES 40.08 59059001 6201 Wat GB - Laundry UNIFIRST CORPORATION 1410133168 03/31/2025 20250418 47.64 Invoice: 1410133168 Customer# 1864623 PWK Shop 47.64 61061004 6201 PW Equip - Laundry UNIFIRST CORPORATION 1410133162 03/31/2025 20250418 44.05 Invoice: 1410133162 Customer# 1941169 - ENG FACILITIES, HVAC 44.05 14014001 6201 Gen Mntce - Laundry UNIFIRST CORPORATION 1410133142 03/31/2025 20250418 11.92 Invoice: 1410133142 Customer# 1863223 P&R 11.92 17017006 6201 Bldg Maint - Laundry UNIFIRST CORPORATION 1410133151 03/31/2025 20250418 59.31 Invoice: 1410133151 Customer# 1941169 - ENG FACILITIES, HVAC 59.31 63063001 6201 PW Fac - Laundry CHECK 506127 TOTAL: 203.00 506128 04/18/2025 PRTD 140954 URBAN GROWLER BREWING COMPANY E-39315 04/02/2025 20250418 114.50 Invoice: E-39315 114.50 5800 1354 Liquor BS - Inv Beer CHECK 506128 TOTAL: 114.50 506129 04/18/2025 PRTD 143184 US DIGITAL DESIGNS INC 5269336527 03/06/2025 20250418 9,589.89 Invoice: 5269336527 Service Contract Period 02/14/2024 - 02/13/2025 9,589.89 12012000 6102 Fire Gen - Contr Svrs CHECK 506129 TOTAL: 9,589.89 506130 04/18/2025 PRTD 144209 VENN BREWING COMPANY LLC 8563 04/02/2025 20250418 279.00 Invoice: 8563 279.00 5800 1354 Liquor BS - Inv Beer VENN BREWING COMPANY LLC 8564 04/02/2025 20250418 80.00 Invoice: 8564 80.00 5800 1356 Liquor BS - Inventory THC Bev CHECK 506130 TOTAL: 359.00 506131 04/18/2025 PRTD 101063 VERSATILE VEHICLES 134969 03/28/2025 20250418 -455.18 Invoice: 134969 -455.18 52052000 6406 Golf Gen - SupOther Page 125 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/17/2025 11:26User: 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 VERSATILE VEHICLES 134970 03/28/2025 20250418 1,073.87 Invoice: 134970 SEE CREDIT MEMO 134969 1,073.87 52052000 6530 Golf Gen - ReprParts CHECK 506131 TOTAL: 618.69 506132 04/18/2025 PRTD 148579 VIERKANT DISPOSAL LLC 3/1/25 - 3/31/25 04/03/2025 20250418 67,985.00 Invoice: 3/1/25 - 3/31/25 March 2025 Organics Contract Vierkant 67,985.00 59359302 6182 Rec Org - Garb&Recyc CHECK 506132 TOTAL: 67,985.00 506133 04/18/2025 PRTD 101066 VIKING ELECTRIC SUPPLY S008985131.001 04/01/2025 20250418 5,000.00 Invoice: S008985131.001 5,000.00 15415401 6180 Str Lt Reg - Rep&Maint CHECK 506133 TOTAL: 5,000.00 506134 04/18/2025 PRTD 103088 WASTE MANAGEMENT OF WI-MN 0122974-2808-3 04/01/2025 20250418 7,279.63 Invoice: 0122974-2808-3 CONSOLIDATED 04/01/25-04/30/25 7,279.63 15515500 6102 Faclt Gen - Contr Svrs WASTE MANAGEMENT OF WI-MN 9249758-2282-7 04/04/2025 20250418 1,985.47 Invoice: 9249758-2282-7 26-36420-53000 4/1/25-4/30/25 1,985.47 15515500 6102 Faclt Gen - Contr Svrs CHECK 506134 TOTAL: 9,265.10 506135 04/18/2025 PRTD 160897 WEBB, DONNA 1038 03/28/2025 20250418 536.00 Invoice: 1038 Project Title: The Secret Life of Color 536.00 51051002 6103 Instrucnal - Prof Svrs CHECK 506135 TOTAL: 536.00 506136 04/18/2025 PRTD 124503 WINSUPPLY EDEN PRAIRIE MN CO 273599 01 04/01/2025 20250418 25.04 Invoice: 273599 01 25.04 54054001 6180 Operations - Rep&Maint CHECK 506136 TOTAL: 25.04 506137 04/18/2025 PRTD 142162 WOODEN HILL BREWING COMPANY LLC E-1241 04/02/2025 20250418 645.30 Invoice: E-1241 645.30 5800 1354 Liquor BS - Inv Beer WOODEN HILL BREWING COMPANY LLC E-1238 04/02/2025 20250418 90.00 Page 126 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/17/2025 11:26User: 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 Invoice: E-1238 90.00 5800 1354 Liquor BS - Inv Beer CHECK 506137 TOTAL: 735.30 506138 04/18/2025 PRTD 160299 WOODEN SHIP BREWING COMPANY 000962 03/26/2025 20250418 67.20 Invoice: 000962 67.20 5800 1354 Liquor BS - Inv Beer CHECK 506138 TOTAL: 67.20 506139 04/18/2025 PRTD 127774 WORLDWIDE CELLARS INC INV-009124 04/08/2025 20250418 229.04 Invoice: INV-009124 5.00 58258201 5513 Grnd Sell - CGS Wine 224.04 5800 1353 Liquor BS - Inv Wine WORLDWIDE CELLARS INC INV-009111 04/07/2025 20250418 269.00 Invoice: INV-009111 5.00 58158101 5513 Sthdl Sell - CGS Wine 264.00 5800 1353 Liquor BS - Inv Wine CHECK 506139 TOTAL: 498.04 506140 04/18/2025 PRTD 136192 ZOLL MEDICAL CORPORATION 4168204 03/26/2025 22500017 20250418 300,673.96 Invoice: 4168204 Zoll Cardiac Monitors 300,673.96 29000000 6711 Public Safety Fd - CapVh&Equp ZOLL MEDICAL CORPORATION 4173284 04/01/2025 20250418 1,634.22 Invoice: 4173284 STAT-PADZ ELECTRODE (8900-4004), 12/CASE 1,634.22 12012000 6510 Fire Gen - SupFrstAid CHECK 506140 TOTAL: 302,308.18 NUMBER OF CHECKS 206 *** CASH ACCOUNT TOTAL *** 1,090,271.97 COUNT AMOUNT TOTAL PRINTED CHECKS 206 1,090,271.97 *** GRAND TOTAL *** 1,090,271.97 Page 127 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/17/2025 11:26User: PBehrProgram ID: apcshdsb Page 48 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 608APP 5800-2010 Liquor BS - Accts Pay 68,121.26 04/18/2025 20250418 pjb AP CASH DISBURSEMENTS JOURNAL APP 9999-1012 Control BS - CashAP 1,090,271.97 04/18/2025 20250418 pjb AP CASH DISBURSEMENTS JOURNAL APP 52005200-2010 Course BS - Accts Pay 15,683.35 04/18/2025 20250418 pjb AP CASH DISBURSEMENTS JOURNAL APP 5100-2010 Art BalSh - Accts Pay 1,166.56 04/18/2025 20250418 pjb AP CASH DISBURSEMENTS JOURNAL APP 5500-2010 Arena BS - Accts Pay 23,746.82 04/18/2025 20250418 pjb AP CASH DISBURSEMENTS JOURNAL APP 5600-2010 Field BS - Accts Pay 2,638.88 04/18/2025 20250418 pjb AP CASH DISBURSEMENTS JOURNAL APP 5700-2010 Cent Lk BS - Accts Pay 1,924.19 04/18/2025 20250418 pjb AP CASH DISBURSEMENTS JOURNAL APP 1000-2010 GF Bal Sh - Accts Pay 243,762.16 04/18/2025 20250418 pjb AP CASH DISBURSEMENTS JOURNAL APP 59005930-2010 Rec BS - Accts Pay 122,664.55 04/18/2025 20250418 pjb AP CASH DISBURSEMENTS JOURNAL APP 6100-2010 Equ Op BS - Accts Pay 32,976.33 04/18/2025 20250418 pjb AP CASH DISBURSEMENTS JOURNAL APP 4000-2010 Cap Prj BS - Accts Pay 105,388.99 04/18/2025 20250418 pjb AP CASH DISBURSEMENTS JOURNAL APP 6200-2010 I.T. BalSh - Accts Pay 5,166.61 04/18/2025 20250418 pjb AP CASH DISBURSEMENTS JOURNAL APP 5400-2010 EdinPrk BS - Accts Pay 18,187.22 04/18/2025 20250418 pjb AP CASH DISBURSEMENTS JOURNAL APP 59005900-2010 Wat BS - Accts Pay 45,632.41 04/18/2025 20250418 pjb AP CASH DISBURSEMENTS JOURNAL APP 59005920-2010 Stm BS - Accts Pay 15,668.61 04/18/2025 20250418 pjb AP CASH DISBURSEMENTS JOURNAL APP 6300-2010 FacMgmt BS - Accts Pay 22,058.67 04/18/2025 20250418 pjb AP CASH DISBURSEMENTS JOURNAL APP 7100-2010 PSTF BS - Accts Pay 8,628.60 04/18/2025 20250418 pjb AP CASH DISBURSEMENTS JOURNAL APP 52005210-2010 Dome BS - Accts Pay 7,303.29 04/18/2025 20250418 pjb AP CASH DISBURSEMENTS JOURNAL APP 7200-2010 MNTF1 BS - Accts Pay 16,894.57 04/18/2025 20250418 pjb AP CASH DISBURSEMENTS JOURNAL APP 2500-2010 CAS BalSh - Accts Pay 801.45 04/18/2025 20250418 pjb AP CASH DISBURSEMENTS JOURNAL APP 5300-2010 Aqu Ctr BS - Accts Pay 850.00 04/18/2025 20250418 pjb AP CASH DISBURSEMENTS JOURNAL APP 6000-2010 Rsk Mg BS - Accts Pay 25,776.70 04/18/2025 20250418 pjb AP CASH DISBURSEMENTS JOURNAL APP 9000-2010 Payroll BS - Accts Pay 3,603.35 04/18/2025 20250418 pjb AP CASH DISBURSEMENTS JOURNAL APP 26026000-2010 HRA Admin - Accts Pay 212.50 Page 128 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/17/2025 11:26User: PBehrProgram ID: apcshdsb Page 49 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 04/18/2025 20250418 pjb AP CASH DISBURSEMENTS JOURNAL APP 59005910-2010 Sew BS - Accts Pay 740.94 04/18/2025 20250418 pjb AP CASH DISBURSEMENTS JOURNAL APP 2900-2010 PS Fund BS - Accts Pay 300,673.96 04/18/2025 20250418 pjb AP CASH DISBURSEMENTS JOURNAL GENERAL LEDGER TOTAL 1,090,271.97 1,090,271.97 APP 9999-2099 Control BS - PoolCashL 1,090,271.97 04/18/2025 20250418 pjb APP 5800-1010 Liquor BS - Cash 68,121.26 04/18/2025 20250418 pjb APP 52005200-1010 Course BS - Cash 15,683.35 04/18/2025 20250418 pjb APP 5100-1010 Art BalSh - Cash 1,166.56 04/18/2025 20250418 pjb APP 5500-1010 Arena BS - Cash 23,746.82 04/18/2025 20250418 pjb APP 5600-1010 Field BS - Cash 2,638.88 04/18/2025 20250418 pjb APP 5700-1010 Cent Lk BS - Cash 1,924.19 04/18/2025 20250418 pjb APP 1000-1010 GF Bal Sh - Cash 243,762.16 04/18/2025 20250418 pjb APP 59005930-1010 Rec BS - Cash 122,664.55 04/18/2025 20250418 pjb APP 6100-1010 Equ Op BS - Cash 32,976.33 04/18/2025 20250418 pjb APP 4000-1010 Cap Prj BS - Cash 105,388.99 04/18/2025 20250418 pjb APP 6200-1010 I.T. BalSh - Cash 5,166.61 04/18/2025 20250418 pjb APP 5400-1010 EdinPrk BS - Cash 18,187.22 04/18/2025 20250418 pjb APP 59005900-1010 Wat BS - Cash 45,632.41 04/18/2025 20250418 pjb APP 59005920-1010 Stm BS - Cash 15,668.61 04/18/2025 20250418 pjb APP 6300-1010 FacMgmt BS - Cash 22,058.67 04/18/2025 20250418 pjb APP 7100-1010 PSTF BS - Cash 8,628.60 04/18/2025 20250418 pjb APP 52005210-1010 Dome BS - Cash 7,303.29 04/18/2025 20250418 pjb APP 7200-1010 MNTF1 BS - Cash 16,894.57 04/18/2025 20250418 pjb APP 2500-1010 CAS BalSh - Cash 801.45 04/18/2025 20250418 pjb Page 129 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/17/2025 11:26User: PBehrProgram ID: apcshdsb Page 50 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 5300-1010 Aqu Ctr BS - Cash 850.00 04/18/2025 20250418 pjb APP 6000-1010 Rsk Mg BS - Cash 25,776.70 04/18/2025 20250418 pjb APP 9000-1010 Payroll BS - Cash 3,603.35 04/18/2025 20250418 pjb APP 26026000-1010 HRA Admin - Cash 212.50 04/18/2025 20250418 pjb APP 59005910-1010 Sew BS - Cash 740.94 04/18/2025 20250418 pjb APP 2900-1010 PS Fund BS - Cash 300,673.96 04/18/2025 20250418 pjb SYSTEM GENERATED ENTRIES TOTAL 1,090,271.97 1,090,271.97 JOURNAL 2025/04/608 TOTAL 2,180,543.94 2,180,543.94 Page 130 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/17/2025 11:26User: PBehrProgram ID: apcshdsb Page 51 JOURNAL ENTRIES TO BE CREATED FUND BALANCE SEG YEAR PER JNL EFF DATE DEBIT CREDIT ACCOUNT ACCOUNT DESCRIPTION 1000 General 2025 4 608 04/18/2025 1000-1010 GF Bal Sh - Cash 243,762.16 1000-2010 GF Bal Sh - Accts Pay 243,762.16 FUND TOTAL 243,762.16 243,762.16 2500 Conservation & Sustainability 2025 4 608 04/18/2025 2500-1010 CAS BalSh - Cash 801.45 2500-2010 CAS BalSh - Accts Pay 801.45 TOTAL 801.45 801.45 FUND TOTAL 801.45 801.45 2600 26000 HRA /HRA Admini 2025 4 608 04/18/2025 26026000-1010 HRA Admin - Cash 212.50 26026000-2010 HRA Admin - Accts Pay 212.50 FUND TOTAL 212.50 212.50 2900 Public Safety Fund 2025 4 608 04/18/2025 2900-1010 PS Fund BS - Cash 300,673.96 2900-2010 PS Fund BS - Accts Pay 300,673.96 FUND TOTAL 300,673.96 300,673.96 4000 Capital Projects 2025 4 608 04/18/2025 4000-1010 Cap Prj BS - Cash 105,388.99 4000-2010 Cap Prj BS - Accts Pay 105,388.99 FUND TOTAL 105,388.99 105,388.99 5100 Art Center 2025 4 608 04/18/2025 5100-1010 Art BalSh - Cash 1,166.56 5100-2010 Art BalSh - Accts Pay 1,166.56 TOTAL 1,166.56 1,166.56 FUND TOTAL 1,166.56 1,166.56 5200 5200 Golf /Braemar Go 2025 4 608 04/18/2025 52005200-1010 Course BS - Cash 15,683.35 52005200-2010 Course BS - Accts Pay 15,683.35 5200 TOTAL 15,683.35 15,683.35 Page 131 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/17/2025 11:26User: PBehrProgram ID: apcshdsb Page 52 JOURNAL ENTRIES TO BE CREATED FUND BALANCE SEG YEAR PER JNL EFF DATE DEBIT CREDIT ACCOUNT ACCOUNT DESCRIPTION 5200 5210 Golf /Braemar Go 2025 4 608 04/18/2025 52005210-1010 Dome BS - Cash 7,303.29 52005210-2010 Dome BS - Accts Pay 7,303.29 FUND TOTAL 22,986.64 22,986.64 5300 Aquatic Center 2025 4 608 04/18/2025 5300-1010 Aqu Ctr BS - Cash 850.00 5300-2010 Aqu Ctr BS - Accts Pay 850.00 FUND TOTAL 850.00 850.00 5400 Edinborough Park 2025 4 608 04/18/2025 5400-1010 EdinPrk BS - Cash 18,187.22 5400-2010 EdinPrk BS - Accts Pay 18,187.22 FUND TOTAL 18,187.22 18,187.22 5500 Braemar Arena 2025 4 608 04/18/2025 5500-1010 Arena BS - Cash 23,746.82 5500-2010 Arena BS - Accts Pay 23,746.82 FUND TOTAL 23,746.82 23,746.82 5600 Braemar Field 2025 4 608 04/18/2025 5600-1010 Field BS - Cash 2,638.88 5600-2010 Field BS - Accts Pay 2,638.88 FUND TOTAL 2,638.88 2,638.88 5700 Centennial Lakes 2025 4 608 04/18/2025 5700-1010 Cent Lk BS - Cash 1,924.19 5700-2010 Cent Lk BS - Accts Pay 1,924.19 FUND TOTAL 1,924.19 1,924.19 5800 Liquor 2025 4 608 04/18/2025 5800-1010 Liquor BS - Cash 68,121.26 5800-2010 Liquor BS - Accts Pay 68,121.26 TOTAL 68,121.26 68,121.26 FUND TOTAL 68,121.26 68,121.26 5900 5900 Utl Fund /Water 2025 4 608 04/18/2025 59005900-1010 Wat BS - Cash 45,632.41 59005900-2010 Wat BS - Accts Pay 45,632.41 Page 132 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/17/2025 11:26User: PBehrProgram ID: apcshdsb Page 53 JOURNAL ENTRIES TO BE CREATED FUND BALANCE SEG YEAR PER JNL EFF DATE DEBIT CREDIT ACCOUNT ACCOUNT DESCRIPTION 5900 TOTAL 45,632.41 45,632.41 5900 5910 Utl Fund /Sanitary S 2025 4 608 04/18/2025 59005910-1010 Sew BS - Cash 740.94 59005910-2010 Sew BS - Accts Pay 740.94 5910 TOTAL 740.94 740.94 5900 5920 Utl Fund /Storm Sewe 2025 4 608 04/18/2025 59005920-1010 Stm BS - Cash 15,668.61 59005920-2010 Stm BS - Accts Pay 15,668.61 5920 TOTAL 15,668.61 15,668.61 5900 5930 Utl Fund /Recycling 2025 4 608 04/18/2025 59005930-1010 Rec BS - Cash 122,664.55 59005930-2010 Rec BS - Accts Pay 122,664.55 FUND TOTAL 184,706.51 184,706.51 6000 Risk Management 2025 4 608 04/18/2025 6000-1010 Rsk Mg BS - Cash 25,776.70 6000-2010 Rsk Mg BS - Accts Pay 25,776.70 FUND TOTAL 25,776.70 25,776.70 6100 Equipment Operations 2025 4 608 04/18/2025 6100-1010 Equ Op BS - Cash 32,976.33 6100-2010 Equ Op BS - Accts Pay 32,976.33 FUND TOTAL 32,976.33 32,976.33 6200 Information Technology 2025 4 608 04/18/2025 6200-1010 I.T. BalSh - Cash 5,166.61 6200-2010 I.T. BalSh - Accts Pay 5,166.61 FUND TOTAL 5,166.61 5,166.61 6300 Facilities Management 2025 4 608 04/18/2025 6300-1010 FacMgmt BS - Cash 22,058.67 6300-2010 FacMgmt BS - Accts Pay 22,058.67 FUND TOTAL 22,058.67 22,058.67 7100 PS Training Facility 2025 4 608 04/18/2025 7100-1010 PSTF BS - Cash 8,628.60 Page 133 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/17/2025 11:26User: PBehrProgram ID: apcshdsb Page 54 JOURNAL ENTRIES TO BE CREATED FUND BALANCE SEG YEAR PER JNL EFF DATE DEBIT CREDIT ACCOUNT ACCOUNT DESCRIPTION 7100-2010 PSTF BS - Accts Pay 8,628.60 FUND TOTAL 8,628.60 8,628.60 7200 MN Task Force 1 2025 4 608 04/18/2025 7200-1010 MNTF1 BS - Cash 16,894.57 7200-2010 MNTF1 BS - Accts Pay 16,894.57 FUND TOTAL 16,894.57 16,894.57 9000 Payroll 2025 4 608 04/18/2025 9000-1010 Payroll BS - Cash 3,603.35 9000-2010 Payroll BS - Accts Pay 3,603.35 FUND TOTAL 3,603.35 3,603.35 9999 Pooled Cash Fund 2025 4 608 04/18/2025 9999-1012 Control BS - CashAP 1,090,271.97 9999-2099 Control BS - PoolCashL 1,090,271.97 FUND TOTAL 1,090,271.97 1,090,271.97 Page 134 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/24/2025 10:38User: PBehrProgram ID: apcshdsb Page 63 JOURNAL ENTRIES TO BE CREATED FUND SUB FUND DUE TO DUE FR 1000 General 159,877.652300 Pedestrian and Cyclist Safety 8,835.502500 Conservation & Sustainability 3,006.002600 Housing & Redvlpmt Authority 4,830.004000 Capital Projects 24,436.584200 Equipment Replacement 2,700.494400 PIR Capital Projects 27,010.785100 Art Center 209.785200 Braemar Golf Course 35,072.115200 Braemar Golf Course 152.025300 Aquatic Center 29.695400 Edinborough Park 8,082.335500 Braemar Arena 3,597.435700 Centennial Lakes 607.345800 Liquor 154,920.925900 Utility Fund 20,434.705900 Utility Fund 1,888.985900 Utility Fund 12,374.746000 Risk Management 41.396100 Equipment Operations 6,375.876200 Information Technology 38,900.096300 Facilities Management 9,424.447100 PS Training Facility 2,098.667200 MN Task Force 1 52,968.109999 Pooled Cash Fund 577,875.59 TOTAL 577,875.59 577,875.59 ** END OF REPORT - Generated by Pamela Behr ** Page 135 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/24/2025 10:38User: 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 506141 04/25/2025 PRTD 142327 56 BREWING LLC 5628941 04/15/2025 20250425 150.00 Invoice: 5628941 150.00 5800 1354 Liquor BS - Inv Beer 56 BREWING LLC 5628946 04/15/2025 20250425 55.00 Invoice: 5628946 55.00 5800 1356 Liquor BS - Inventory THC Bev 56 BREWING LLC 5628940 04/15/2025 20250425 150.00 Invoice: 5628940 150.00 5800 1354 Liquor BS - Inv Beer CHECK 506141 TOTAL: 355.00 506142 04/25/2025 PRTD 104878 AA EQUIPMENT COMPANY INC 16864 03/26/2025 20250425 572.44 Invoice: 16864 572.44 58158100 6180 Sthdl AdGe - Rep&Maint CHECK 506142 TOTAL: 572.44 506143 04/25/2025 PRTD 133522 AARP DRIVER SAFETY PROGRAM AARP # C38329 04/12/2025 20250425 225.00 Invoice: AARP # C38329 AARP Smart Driving Course 225.00 16116103 6103 Senior Cen - Prof Svrs CHECK 506143 TOTAL: 225.00 506144 04/25/2025 PRTD 129458 ACME ELECTRIC MOTOR INC 14095933 03/14/2025 20250425 326.31 Invoice: 14095933 326.31 59059003 6406 Wat Distr - SupOther ACME ELECTRIC MOTOR INC 127633081 06/11/2024 20250425 -139.98 Invoice: 127633081 Inv# 12763308 paid on credit card & check 496073 -139.98 14014001 6556 Gen Mntce - Tool&Acces CHECK 506144 TOTAL: 186.33 506145 04/25/2025 PRTD 140318 ADVANCED ELEMENTS AND ENVIROMENTA 102054 04/08/2025 20250425 3,047.25 Invoice: 102054 3,047.25 E ENG17003.DESIGN&BID.CONSULTING. 59005900 1605 Wat BS - PurchCIP ADVANCED ELEMENTS AND ENVIROMENTA 102030 04/08/2025 20250425 3,517.50 Invoice: 102030 2025 SCADA Services 3,517.50 59059003 6103 Wat Distr - Prof Svrs Page 136 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/24/2025 10:38User: 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 CHECK 506145 TOTAL: 6,564.75 506146 04/25/2025 PRTD 141960 AMAZON CAPITAL SERVICES RFV-CQDY-3MDR 02/10/2025 20250425 67.53 Invoice: RFV-CQDY-3MDR 67.53 16116102 6406 Spec Activ - SupOther AMAZON CAPITAL SERVICES 1KNG-9TN4-7FND 03/24/2025 20250425 13.89 Invoice: 1KNG-9TN4-7FND 13.89 16116106 6406 Youth Prog - SupOther AMAZON CAPITAL SERVICES 1YCV-K3DN-9Y7Q 03/24/2025 20250425 38.99 Invoice: 1YCV-K3DN-9Y7Q 38.99 16116106 6406 Youth Prog - SupOther AMAZON CAPITAL SERVICES 1N7W-L941-MRLM 03/28/2025 20250425 198.49 Invoice: 1N7W-L941-MRLM Dock for MTanner MacBook 198.49 62062000 6409 I.T. Gen - SupComp AMAZON CAPITAL SERVICES 1WX4-QNRM-6FQX 04/04/2025 20250425 6.49 Invoice: 1WX4-QNRM-6FQX 6.49 52052000 6513 Golf Gen - SupOffice AMAZON CAPITAL SERVICES 17HV-DRF9-HNVT 04/05/2025 20250425 142.99 Invoice: 17HV-DRF9-HNVT 142.99 52052005 6406 Clubhouse - SupOther AMAZON CAPITAL SERVICES 1RQ1-XV1X-6RTL 04/07/2025 20250425 13.45 Invoice: 1RQ1-XV1X-6RTL Video adapter for NLovejoy 13.45 62062000 6406 I.T. Gen - SupOther AMAZON CAPITAL SERVICES 1K6X-XVW4-6NKV 04/07/2025 20250425 33.96 Invoice: 1K6X-XVW4-6NKV Building Supplies 33.96 16116103 6406 Senior Cen - SupOther AMAZON CAPITAL SERVICES 1LH1-47FD-6FPG 04/07/2025 20250425 17.98 Invoice: 1LH1-47FD-6FPG 17.98 57057000 6406 General - SupOther AMAZON CAPITAL SERVICES 1K6X-XVW4-64DV 04/07/2025 20250425 140.97 Invoice: 1K6X-XVW4-64DV 140.97 57057000 6406 General - SupOther AMAZON CAPITAL SERVICES 17Y7-93XQ-CRM9 04/04/2025 20250425 67.98 Invoice: 17Y7-93XQ-CRM9 67.98 52052000 6406 Golf Gen - SupOther AMAZON CAPITAL SERVICES 1CKT-9KMC-9116 04/04/2025 20250425 72.99 Invoice: 1CKT-9KMC-9116 Office Supplies 72.99 16116103 6513 Senior Cen - SupOffice AMAZON CAPITAL SERVICES 199N-99XH-7J6T 04/04/2025 20250425 26.95 Page 137 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/24/2025 10:38User: 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 Invoice: 199N-99XH-7J6T 26.95 17017001 6406 Mowing - SupOther AMAZON CAPITAL SERVICES 1X3H-H1GH-74QQ 04/04/2025 20250425 51.27 Invoice: 1X3H-H1GH-74QQ 51.27 55055001 6406 Bldg/Grnds - SupOther AMAZON CAPITAL SERVICES 1VP7-T91C-41VP 04/07/2025 20250425 60.98 Invoice: 1VP7-T91C-41VP 60.98 13213201 6406 Emgcy Res - SupOther AMAZON CAPITAL SERVICES 16KN-9JCX-1CR6 03/05/2025 20250425 -9.49 Invoice: 16KN-9JCX-1CR6 SEE INVOICE 17H4-N6PY-6NN1 -9.49 58058000 6406 50th AdGe - SupOther AMAZON CAPITAL SERVICES 1G1W-P4PQ-LJ1N 04/08/2025 20250425 69.93 Invoice: 1G1W-P4PQ-LJ1N 69.93 17017002 6406 Fld Maint - SupOther AMAZON CAPITAL SERVICES 14JQ-PCVL-LRYM 04/08/2025 20250425 26.76 Invoice: 14JQ-PCVL-LRYM 26.76 10910900 6513 HR Gen - SupOffice AMAZON CAPITAL SERVICES 1YPT-KN6C-KRFC 04/04/2025 20250425 8.88 Invoice: 1YPT-KN6C-KRFC 8.88 13013000 6406 Pol Ad Gen - SupOther AMAZON CAPITAL SERVICES 177W-NY3W-KM1T 04/08/2025 20250425 10.44 Invoice: 177W-NY3W-KM1T 10.44 57057000 6406 General - SupOther AMAZON CAPITAL SERVICES 17C4-4CYV-JT9X 04/08/2025 20250425 45.85 Invoice: 17C4-4CYV-JT9X 45.85 52052000 6406 Golf Gen - SupOther AMAZON CAPITAL SERVICES 1RGG-PMMM-7PRV 04/09/2025 20250425 299.97 Invoice: 1RGG-PMMM-7PRV Pool storage shelves and bins 299.97 54054001 6406 Operations - SupOther AMAZON CAPITAL SERVICES 11HR-7CYL-6H6H 04/09/2025 20250425 167.98 Invoice: 11HR-7CYL-6H6H 167.98 17017005 6406 Litter Rem - SupOther AMAZON CAPITAL SERVICES 1416-NDNW-6KXH 04/09/2025 20250425 64.99 Invoice: 1416-NDNW-6KXH 64.99 14014001 6556 Gen Mntce - Tool&Acces AMAZON CAPITAL SERVICES 1JHJ-L6LJ-4MLL 04/09/2025 20250425 241.35 Invoice: 1JHJ-L6LJ-4MLL 241.35 59059003 6406 Wat Distr - SupOther AMAZON CAPITAL SERVICES 1QWM-MWHL-44FL 04/09/2025 20250425 14.90 Page 138 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/24/2025 10:38User: 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 Invoice: 1QWM-MWHL-44FL 14.90 52052000 6513 Golf Gen - SupOffice AMAZON CAPITAL SERVICES 1FLC-PGKC-36PP 04/09/2025 20250425 164.00 Invoice: 1FLC-PGKC-36PP 164.00 57057000 6530 General - ReprParts AMAZON CAPITAL SERVICES 1NM9-9MHJ-3676 04/09/2025 20250425 46.41 Invoice: 1NM9-9MHJ-3676 46.41 58258200 6406 Grnd AdGe - SupOther AMAZON CAPITAL SERVICES 1463-H4QD-4WPL 04/10/2025 20250425 35.95 Invoice: 1463-H4QD-4WPL 35.95 57057000 6511 General - SupCustod AMAZON CAPITAL SERVICES 11R7-7VHX-3K1T 04/10/2025 20250425 4.93 Invoice: 11R7-7VHX-3K1T Table Cover 4.93 54054001 6406 Operations - SupOther AMAZON CAPITAL SERVICES QTG-WCHN-3HN1 04/10/2025 20250425 119.59 Invoice: QTG-WCHN-3HN1 Shower handle, Stage light 119.59 54054001 6406 Operations - SupOther AMAZON CAPITAL SERVICES 17WQ-H1HF-6114 04/10/2025 20250425 514.96 Invoice: 17WQ-H1HF-6114 Mice replacement 514.96 62062000 6409 I.T. Gen - SupComp CHECK 506146 TOTAL: 2,782.31 506147 04/25/2025 PRTD 108617 AMERICAN SOLUTIONS FOR BUSINESS INV07999640 04/09/2025 20250425 1,027.01 Invoice: INV07999640 47.01 52052006 5510 Ret Sales - CGS 980.00 52005200 1356 Course BS - Inventory CHECK 506147 TOTAL: 1,027.01 506148 04/25/2025 PRTD 141691 ANDERSON, WENDY S 26 04/07/2025 20250425 3,891.30 Invoice: 26 Gentle Yoga Full & Half Class, Yoga Full & Half 3,891.30 16116103 6103 Senior Cen - Prof Svrs CHECK 506148 TOTAL: 3,891.30 506149 04/25/2025 PRTD 100634 MGX EQUIPMENT SERVICES LLC PSO092792-1 04/03/2025 20250425 56.55 Invoice: PSO092792-1 56.55 61061004 6530 PW Equip - ReprParts CHECK 506149 TOTAL: 56.55 Page 139 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/24/2025 10:38User: 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 506150 04/25/2025 PRTD 102774 ASPEN WASTE SYSTEMS OF MINNESOTA 191545 03/20/2025 20250425 713.87 Invoice: 191545 WORK ORDER# 190938 713.87 12012001 6103 Station 1 - Prof Svrs CHECK 506150 TOTAL: 713.87 506151 04/25/2025 PRTD 100636 ASTLEFORD EQUIPMENT COMPANY INC 01P128312 03/21/2025 20250425 -20.00 Invoice: 01P128312 -20.00 61061004 6530 PW Equip - ReprParts ASTLEFORD EQUIPMENT COMPANY INC 01P129039 04/08/2025 20250425 64.55 Invoice: 01P129039 64.55 61061004 6530 PW Equip - ReprParts CHECK 506151 TOTAL: 44.55 506152 04/25/2025 PRTD 100920 GENUINE PARTS COMPANY 173123 04/09/2025 20250425 95.96 Invoice: 173123 95.96 61061004 6530 PW Equip - ReprParts GENUINE PARTS COMPANY 173116 04/09/2025 20250425 46.80 Invoice: 173116 46.80 61061004 6530 PW Equip - ReprParts GENUINE PARTS COMPANY 173162 04/09/2025 20250425 2.34 Invoice: 173162 2.34 61061004 6530 PW Equip - ReprParts CHECK 506152 TOTAL: 145.10 506153 04/25/2025 PRTD 138681 AVOLVE SOFTWARE CORP 9113 12/31/2024 22500038 20250425 35,352.00 Invoice: 9113 Project Dox Software Subscription renewal 35,352.00 12100000 6160 Build Insp - Sftwr&Data CHECK 506153 TOTAL: 35,352.00 506154 04/25/2025 PRTD 129624 BARNA GUZY & STEFFEN LTD 295499 03/31/2025 20250425 272.00 Invoice: 295499 62726-013: internal affairs 272.00 10910900 6103 HR Gen - Prof Svrs BARNA GUZY & STEFFEN LTD 295500 03/31/2025 20250425 10,418.28 Invoice: 295500 62726-014: EMPLOYMENT GRIEVANCE 10,418.28 10910900 6103 HR Gen - Prof Svrs CHECK 506154 TOTAL: 10,690.28 Page 140 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/24/2025 10:38User: 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 506155 04/25/2025 PRTD 100643 BARR ENGINEERING CO 23272052.00 - 11 04/09/2025 20250425 1,873.00 Invoice: 23272052.00 - 11 Professional Services York Ave 1,873.00 E ENG23110.CONST.SANI.CONSULTING. 59005910 1605 Sew BS - PurchCIP CHECK 506155 TOTAL: 1,873.00 506156 04/25/2025 PRTD 151171 7TH STREET BEER COMPANY 6230 04/14/2025 20250425 144.00 Invoice: 6230 144.00 5800 1354 Liquor BS - Inv Beer CHECK 506156 TOTAL: 144.00 506157 04/25/2025 PRTD 136267 BAUHAUS BREW LABS LLC 15508 04/09/2025 20250425 710.00 Invoice: 15508 710.00 5800 1356 Liquor BS - Inventory THC Bev CHECK 506157 TOTAL: 710.00 506158 04/25/2025 PRTD 101355 BELLBOY CORPORATION 0207317900 04/10/2025 20250425 565.90 Invoice: 0207317900 4.95 58058001 5512 50th Sell - CGS Liq 560.95 5800 1352 Liquor BS - Inv Liq BELLBOY CORPORATION 0109668500 04/10/2025 20250425 27.12 Invoice: 0109668500 3.12 58058001 5515 50th Sell - CGS Other 24.00 5800 1355 Liquor BS - Inv Misc BELLBOY CORPORATION 0207318200 04/10/2025 20250425 539.90 Invoice: 0207318200 4.95 58158101 5512 Sthdl Sell - CGS Liq 534.95 5800 1352 Liquor BS - Inv Liq BELLBOY CORPORATION 0109668700 04/10/2025 20250425 51.38 Invoice: 0109668700 6.23 58158101 5515 Sthdl Sell - CGS Other 45.15 5800 1355 Liquor BS - Inv Misc BELLBOY CORPORATION 0109668600 04/10/2025 20250425 147.67 Invoice: 0109668600 6.67 58258201 5515 Grnd Sell - CGS Other 141.00 5800 1355 Liquor BS - Inv Misc BELLBOY CORPORATION 0207318100 04/10/2025 20250425 282.25 Invoice: 0207318100 3.30 58258201 5512 Grnd Sell - CGS Liq Page 141 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/24/2025 10:38User: 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 278.95 5800 1352 Liquor BS - Inv Liq BELLBOY CORPORATION 0109338500-1 01/09/2025 20250425 6.00 Invoice: 0109338500-1 Short paid $6.00 in error 6.00 5800 1355 Liquor BS - Inv Misc CHECK 506158 TOTAL: 1,620.22 506159 04/25/2025 PRTD 101644 BLICK ART MATERIALS 277033 03/28/2025 20250425 51.60 Invoice: 277033 Art supplies 51.60 51051002 6564 Instrucnal - SupArt&Crf CHECK 506159 TOTAL: 51.60 506160 04/25/2025 PRTD 132444 BOLTON & MENK INC 0359989 03/31/2025 20250425 8,835.50 Invoice: 0359989 Rosland Park TH62 Pedestrian B 8,835.50 E ENG23106.CONST.PACS.CONSULTING. 23023001 6715 Pedestrian - CapInfrast CHECK 506160 TOTAL: 8,835.50 506161 04/25/2025 PRTD 105367 BOUND TREE MEDICAL LLC 85727186 04/08/2025 20250425 123.50 Invoice: 85727186 IV Catheter, ViaValve Safety w/Blood Control, 14 g 123.50 12012000 6510 Fire Gen - SupFrstAid CHECK 506161 TOTAL: 123.50 506162 04/25/2025 PRTD 119351 BOURGET IMPORTS 216371 04/09/2025 20250425 342.00 Invoice: 216371 6.00 58158101 5513 Sthdl Sell - CGS Wine 336.00 5800 1353 Liquor BS - Inv Wine BOURGET IMPORTS 216373 04/09/2025 20250425 228.00 Invoice: 216373 2.00 58258201 5512 Grnd Sell - CGS Liq 226.00 5800 1352 Liquor BS - Inv Liq BOURGET IMPORTS 216375 04/09/2025 20250425 1,020.00 Invoice: 216375 12.00 58258201 5513 Grnd Sell - CGS Wine 1,008.00 5800 1353 Liquor BS - Inv Wine BOURGET IMPORTS 216374 04/09/2025 20250425 154.00 Invoice: 216374 2.00 58058001 5513 50th Sell - CGS Wine 152.00 5800 1353 Liquor BS - Inv Wine Page 142 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/24/2025 10:38User: 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 CHECK 506162 TOTAL: 1,744.00 506163 04/25/2025 PRTD 117040 BOYER FORD TRUCKS INC 098P21052 04/04/2025 20250425 72.34 Invoice: 098P21052 72.34 61061004 6530 PW Equip - ReprParts BOYER FORD TRUCKS INC 098P20205 04/04/2025 20250425 907.88 Invoice: 098P20205 907.88 61061004 6530 PW Equip - ReprParts BOYER FORD TRUCKS INC 098P21142 04/08/2025 20250425 52.16 Invoice: 098P21142 52.16 61061004 6530 PW Equip - ReprParts BOYER FORD TRUCKS INC 098P21177 04/08/2025 20250425 -811.63 Invoice: 098P21177 -811.63 61061004 6530 PW Equip - ReprParts BOYER FORD TRUCKS INC 098P21275 04/09/2025 20250425 -450.20 Invoice: 098P21275 -450.20 61061004 6530 PW Equip - ReprParts BOYER FORD TRUCKS INC 098P21240 04/09/2025 20250425 50.72 Invoice: 098P21240 50.72 61061015 6530 Utl Equip - ReprParts BOYER FORD TRUCKS INC 098P21209 04/09/2025 20250425 900.40 Invoice: 098P21209 900.40 61061004 6530 PW Equip - ReprParts BOYER FORD TRUCKS INC 098P21234 04/09/2025 20250425 -72.32 Invoice: 098P21234 -72.32 61061004 6530 PW Equip - ReprParts CHECK 506163 TOTAL: 649.35 506164 04/25/2025 PRTD 100664 BRAUN INTERTEC CORPORATION B424383 04/11/2025 20250425 633.00 Invoice: B424383 633.00 E ENG23112.CONST.STRM.CONSULTING. 59005920 1605 Stm BS - PurchCIP CHECK 506164 TOTAL: 633.00 506165 04/25/2025 PRTD 124291 BREAKTHRU BEVERAGE MINNESOTA WINE 120876829 04/09/2025 20250425 5,487.74 Invoice: 120876829 49.45 58158101 5512 Sthdl Sell - CGS Liq 5,438.29 5800 1352 Liquor BS - Inv Liq Page 143 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/24/2025 10:38User: 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 BREAKTHRU BEVERAGE MINNESOTA WINE 120876828 04/09/2025 20250425 331.45 Invoice: 120876828 3.45 58158101 5513 Sthdl Sell - CGS Wine 328.00 5800 1353 Liquor BS - Inv Wine BREAKTHRU BEVERAGE MINNESOTA WINE 120876827 04/09/2025 20250425 121.15 Invoice: 120876827 1.15 58158101 5515 Sthdl Sell - CGS Other 120.00 5800 1355 Liquor BS - Inv Misc BREAKTHRU BEVERAGE MINNESOTA WINE 120876840 04/09/2025 20250425 121.15 Invoice: 120876840 1.15 58258201 5515 Grnd Sell - CGS Other 120.00 5800 1355 Liquor BS - Inv Misc BREAKTHRU BEVERAGE MINNESOTA WINE 120876843 04/09/2025 20250425 41.11 Invoice: 120876843 1.15 58258201 5515 Grnd Sell - CGS Other 39.96 5800 1355 Liquor BS - Inv Misc BREAKTHRU BEVERAGE MINNESOTA WINE 120876842 04/09/2025 20250425 4,847.42 Invoice: 120876842 29.90 58258201 5512 Grnd Sell - CGS Liq 4,817.52 5800 1352 Liquor BS - Inv Liq BREAKTHRU BEVERAGE MINNESOTA WINE 120876841 04/09/2025 20250425 1,425.20 Invoice: 120876841 9.20 58258201 5513 Grnd Sell - CGS Wine 1,416.00 5800 1353 Liquor BS - Inv Wine BREAKTHRU BEVERAGE MINNESOTA WINE 120876846 04/09/2025 20250425 1,577.56 Invoice: 120876846 9.20 58058001 5512 50th Sell - CGS Liq 1,568.36 5800 1352 Liquor BS - Inv Liq BREAKTHRU BEVERAGE MINNESOTA WINE 120876845 04/09/2025 20250425 459.45 Invoice: 120876845 3.45 58058001 5513 50th Sell - CGS Wine 456.00 5800 1353 Liquor BS - Inv Wine BREAKTHRU BEVERAGE MINNESOTA WINE 120876844 04/09/2025 20250425 25.15 Invoice: 120876844 1.15 58058001 5515 50th Sell - CGS Other 24.00 5800 1355 Liquor BS - Inv Misc BREAKTHRU BEVERAGE MINNESOTA WINE 120958464 04/15/2025 20250425 520.98 Invoice: 120958464 2.30 58058001 5512 50th Sell - CGS Liq 518.68 5800 1352 Liquor BS - Inv Liq BREAKTHRU BEVERAGE MINNESOTA WINE 120958463 04/15/2025 20250425 370.30 Invoice: 120958463 Page 144 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/24/2025 10:38User: 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 2.30 58058001 5513 50th Sell - CGS Wine 368.00 5800 1353 Liquor BS - Inv Wine BREAKTHRU BEVERAGE MINNESOTA WINE 120958465 04/15/2025 20250425 56.41 Invoice: 120958465 2.30 58058001 5515 50th Sell - CGS Other 54.11 5800 1355 Liquor BS - Inv Misc BREAKTHRU BEVERAGE MINNESOTA WINE 120958449 04/15/2025 20250425 732.60 Invoice: 120958449 4.60 58158101 5513 Sthdl Sell - CGS Wine 728.00 5800 1353 Liquor BS - Inv Wine BREAKTHRU BEVERAGE MINNESOTA WINE 120958448 04/15/2025 20250425 2,381.18 Invoice: 120958448 9.20 58158101 5512 Sthdl Sell - CGS Liq 2,371.98 5800 1352 Liquor BS - Inv Liq BREAKTHRU BEVERAGE MINNESOTA WINE 120956272 04/15/2025 20250425 29.15 Invoice: 120956272 1.15 58258201 5515 Grnd Sell - CGS Other 28.00 5800 1355 Liquor BS - Inv Misc BREAKTHRU BEVERAGE MINNESOTA WINE 120958462 04/15/2025 20250425 1,330.81 Invoice: 120958462 8.05 58258201 5512 Grnd Sell - CGS Liq 1,322.76 5800 1352 Liquor BS - Inv Liq BREAKTHRU BEVERAGE MINNESOTA WINE 120958461 04/15/2025 20250425 194.65 Invoice: 120958461 1.15 58258201 5513 Grnd Sell - CGS Wine 193.50 5800 1353 Liquor BS - Inv Wine BREAKTHRU BEVERAGE MINNESOTA WINE 120981254 04/15/2025 20250425 902.90 Invoice: 120981254 6.90 58258201 5513 Grnd Sell - CGS Wine 896.00 5800 1353 Liquor BS - Inv Wine CHECK 506165 TOTAL: 20,956.36 506166 04/25/2025 PRTD 124529 BREAKTHRU BEVERAGE MINNESOTA BEER 120951406 04/14/2025 20250425 235.00 Invoice: 120951406 235.00 5800 1352 Liquor BS - Inv Liq BREAKTHRU BEVERAGE MINNESOTA BEER 120950667 04/14/2025 20250425 337.70 Invoice: 120950667 337.70 5800 1354 Liquor BS - Inv Beer BREAKTHRU BEVERAGE MINNESOTA BEER 120950666 04/14/2025 20250425 146.55 Invoice: 120950666 146.55 5800 1354 Liquor BS - Inv Beer Page 145 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/24/2025 10:38User: 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 BREAKTHRU BEVERAGE MINNESOTA BEER 120950665 04/14/2025 20250425 2,380.80 Invoice: 120950665 2,380.80 5800 1354 Liquor BS - Inv Beer BREAKTHRU BEVERAGE MINNESOTA BEER 120950668 04/14/2025 20250425 138.50 Invoice: 120950668 138.50 5800 1355 Liquor BS - Inv Misc BREAKTHRU BEVERAGE MINNESOTA BEER 120950662 04/14/2025 20250425 1,577.85 Invoice: 120950662 1,577.85 5800 1354 Liquor BS - Inv Beer BREAKTHRU BEVERAGE MINNESOTA BEER 120950664 04/14/2025 20250425 110.80 Invoice: 120950664 110.80 5800 1352 Liquor BS - Inv Liq BREAKTHRU BEVERAGE MINNESOTA BEER 120950663 04/14/2025 20250425 662.70 Invoice: 120950663 662.70 5800 1355 Liquor BS - Inv Misc BREAKTHRU BEVERAGE MINNESOTA BEER 120950659 04/14/2025 20250425 190.80 Invoice: 120950659 190.80 5800 1354 Liquor BS - Inv Beer BREAKTHRU BEVERAGE MINNESOTA BEER 120950661 04/14/2025 20250425 392.00 Invoice: 120950661 392.00 5800 1354 Liquor BS - Inv Beer BREAKTHRU BEVERAGE MINNESOTA BEER 120950660 04/14/2025 20250425 368.40 Invoice: 120950660 368.40 5800 1354 Liquor BS - Inv Beer BREAKTHRU BEVERAGE MINNESOTA BEER 120950655 04/14/2025 20250425 1,355.45 Invoice: 120950655 1,355.45 5800 1354 Liquor BS - Inv Beer BREAKTHRU BEVERAGE MINNESOTA BEER 120950658 04/14/2025 20250425 1,016.20 Invoice: 120950658 1,016.20 5800 1354 Liquor BS - Inv Beer BREAKTHRU BEVERAGE MINNESOTA BEER 120951396 04/14/2025 20250425 481.80 Invoice: 120951396 481.80 5800 1354 Liquor BS - Inv Beer BREAKTHRU BEVERAGE MINNESOTA BEER 120950657 04/14/2025 20250425 4,879.60 Invoice: 120950657 4,879.60 5800 1354 Liquor BS - Inv Beer BREAKTHRU BEVERAGE MINNESOTA BEER 120950656 04/14/2025 20250425 213.85 Invoice: 120950656 213.85 5800 1355 Liquor BS - Inv Misc Page 146 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/24/2025 10:38User: 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 BREAKTHRU BEVERAGE MINNESOTA BEER 413438383 04/11/2025 20250425 -12.00 Invoice: 413438383 -12.00 5800 1354 Liquor BS - Inv Beer CHECK 506166 TOTAL: 14,476.00 506167 04/25/2025 PRTD 160549 BETTER BEV CO LLC INV/2025/00421 04/14/2025 20250425 1,115.00 Invoice: INV/2025/00421 1,115.00 5800 1356 Liquor BS - Inventory THC Bev BETTER BEV CO LLC INV/2025/00424 04/14/2025 20250425 1,393.75 Invoice: INV/2025/00424 1,393.75 5800 1356 Liquor BS - Inventory THC Bev BETTER BEV CO LLC INV/2025/00422 04/14/2025 20250425 1,282.25 Invoice: INV/2025/00422 1,282.25 5800 1356 Liquor BS - Inventory THC Bev CHECK 506167 TOTAL: 3,791.00 506168 04/25/2025 PRTD 100648 BUSINESS ESSENTIALS WO-1341594-1 04/08/2025 20250425 318.34 Invoice: WO-1341594-1 OFFICE SUPPLIES, EDINBOROUGH 318.34 54054000 6513 Admin - SupOffice CHECK 506168 TOTAL: 318.34 506169 04/25/2025 PRTD 102149 CALLAWAY GOLF 939796705 03/05/2025 20250425 1,174.50 Invoice: 939796705 1,174.50 52005200 1356 Course BS - Inventory CALLAWAY GOLF 939796701 03/05/2025 20250425 543.60 Invoice: 939796701 543.60 52005200 1356 Course BS - Inventory CHECK 506169 TOTAL: 1,718.10 506170 04/25/2025 PRTD 119455 CAPITOL BEVERAGE SALES LP 3124059 04/18/2025 20250425 2,023.95 Invoice: 3124059 2,023.95 5800 1352 Liquor BS - Inv Liq CAPITOL BEVERAGE SALES LP 3124060 04/18/2025 20250425 4,214.75 Invoice: 3124060 4,214.75 5800 1354 Liquor BS - Inv Beer CAPITOL BEVERAGE SALES LP 3124895 04/18/2025 20250425 224.00 Invoice: 3124895 224.00 5800 1356 Liquor BS - Inventory THC Bev Page 147 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/24/2025 10:38User: 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 CAPITOL BEVERAGE SALES LP 3123778 04/18/2025 20250425 260.85 Invoice: 3123778 260.85 5800 1355 Liquor BS - Inv Misc CAPITOL BEVERAGE SALES LP 3123590 04/18/2025 20250425 -39.31 Invoice: 3123590 -39.31 5800 1352 Liquor BS - Inv Liq CAPITOL BEVERAGE SALES LP 3123591 04/18/2025 20250425 -21.20 Invoice: 3123591 -21.20 5800 1354 Liquor BS - Inv Beer CAPITOL BEVERAGE SALES LP 3123592 04/18/2025 20250425 -23.65 Invoice: 3123592 -23.65 5800 1355 Liquor BS - Inv Misc CHECK 506170 TOTAL: 6,639.39 506171 04/25/2025 PRTD 142028 CINTAS CORPORATION 4226287357 04/04/2025 20250425 21.24 Invoice: 4226287357 EDINA PUBLIC WORKS 21.24 63063001 6511 PW Fac - SupCustod CHECK 506171 TOTAL: 21.24 506172 04/25/2025 PRTD 142028 CINTAS CORPORATION NO.2 5262868604 04/04/2025 20250425 41.39 Invoice: 5262868604 City Hall First Aid Cabinet 41.39 60060005 6406 Saf & Well - SupOther CHECK 506172 TOTAL: 41.39 506173 04/25/2025 PRTD 142028 CINTAS CORPORATION 4226424676 04/07/2025 20250425 92.64 Invoice: 4226424676 92.64 52100000 6103 Golf Dome - Prof Svrs CHECK 506173 TOTAL: 92.64 506174 04/25/2025 PRTD 161311 CIRCLE OF DISCIPLINE MARCH 2025 03/07/2025 20250425 1,200.00 Invoice: MARCH 2025 1,200.00 13013005 6406 Crime Fund - SupOther CHECK 506174 TOTAL: 1,200.00 506175 04/25/2025 PRTD 100684 CITY OF BLOOMINGTON 24921 04/16/2025 20250425 834.00 Invoice: 24921 2025 Local Public Health Servi 834.00 E FIR24004.MISCELLAN . . Page 148 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/24/2025 10:38User: 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 12212200 6102 PH Gen - Contr Svrs CHECK 506175 TOTAL: 834.00 506176 04/25/2025 PRTD 100684 CITY OF BLOOMINGTON 24925 04/15/2025 20250425 7,102.00 Invoice: 24925 2025 Local Public Health Servi 7,102.00 E FIR24006.MISCELLAN . . 12212200 6102 PH Gen - Contr Svrs CHECK 506176 TOTAL: 7,102.00 506177 04/25/2025 PRTD 104800 COON RAPIDS FIRE DEPARTMENT CRFD-04/25-1 04/10/2025 20250425 1,745.52 Invoice: CRFD-04/25-1 MN-TFl OT/BF REIMBURSEMENT REQUEST 1,745.52 72000000 6406 MN TF 1 - SupOther CHECK 506177 TOTAL: 1,745.52 506178 04/25/2025 PRTD 101837 CITY OF EDINA COM-3190 04/12/2025 20250425 100.00 Invoice: COM-3190 Phone, maintenance, voicemail, internet 100.00 71071000 6188 Admin - Telephone CHECK 506178 TOTAL: 100.00 506179 04/25/2025 PRTD 139927 CITY OF ROCHESTER MN RFD-04/25-1 04/07/2025 20250425 49,967.60 Invoice: RFD-04/25-1 49,967.60 72000000 6406 MN TF 1 - SupOther CHECK 506179 TOTAL: 49,967.60 506180 04/25/2025 PRTD 146472 CITY WIDE MAINTENANCE OF MN 32009031841 04/01/2025 20250425 4,676.35 Invoice: 32009031841 Public Works 4,676.35 63063001 6103 PW Fac - Prof Svrs CITY WIDE MAINTENANCE OF MN 32009032137 04/01/2025 20250425 1,705.00 Invoice: 32009032137 Fire Station-Janitorial Services 1,705.00 12012000 6103 Fire Gen - Prof Svrs CITY WIDE MAINTENANCE OF MN 32009031936 04/01/2025 20250425 1,695.63 Invoice: 32009031936 SMTF 1,695.63 71071001 6103 Main Bldng - Prof Svrs CITY WIDE MAINTENANCE OF MN 32009031873 04/01/2025 20250425 4,667.54 Invoice: 32009031873 City Hall 4,667.54 63063000 6103 City Hall - Prof Svrs Page 149 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/24/2025 10:38User: 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 CHECK 506180 TOTAL: 12,744.52 506181 04/25/2025 PRTD 130477 MCDONALD DISTRIBUTING COMPANY 801222 04/10/2025 20250425 302.00 Invoice: 801222 302.00 5800 1354 Liquor BS - Inv Beer CHECK 506181 TOTAL: 302.00 506182 04/25/2025 PRTD 102165 ROGER CLEVELAND GOLF CO. INC 8377045 SO 04/09/2025 20250425 725.00 Invoice: 8377045 SO XXIO13 Lady Demo Irons 10.00 52052006 5510 Ret Sales - CGS 715.00 52005200 1356 Course BS - Inventory CHECK 506182 TOTAL: 725.00 506183 04/25/2025 PRTD 120433 COMCAST 0373022-04/25 04/17/2025 20250425 34.92 Invoice: 0373022-04/25 8772 10 614 0373022 34.92 13013000 6103 Pol Ad Gen - Prof Svrs CHECK 506183 TOTAL: 34.92 506184 04/25/2025 PRTD 120433 COMCAST 0540232-04/25 04/08/2025 20250425 140.22 Invoice: 0540232-04/25 8772 10 614 0540232 140.22 E ENG98001.MISCELLAN .TELEPHONE . 40840801 6188 Faclt CP - Telephone CHECK 506184 TOTAL: 140.22 506185 04/25/2025 PRTD 120433 COMCAST 0023973-04/25 04/03/2025 20250425 9.32 Invoice: 0023973-04/25 Cable TV 8772 10 614 0023973 9.32 10110100 6103 Admin Gen - Prof Svrs CHECK 506185 TOTAL: 9.32 506186 04/25/2025 PRTD 120433 COMCAST 0740105-04/25 04/18/2025 20250425 122.93 Invoice: 0740105-04/25 8772 10 614 0740105 122.93 54054000 6105 Admin - Dues&Sub CHECK 506186 TOTAL: 122.93 506187 04/25/2025 PRTD 145952 COMPUTER INTEGRATION TECHNOLOGIES 400700 03/31/2025 22500040 20250425 19,187.00 Invoice: 400700 Annual Billing for 2025-2026, CONNECTWISE LICENSIN 19,187.00 62062000 6160 I.T. Gen - Sftwr&Data Page 150 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/24/2025 10:38User: 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 CHECK 506187 TOTAL: 19,187.00 506188 04/25/2025 PRTD 104928 CONCRETE CUTTING AND CORING 21231 04/08/2025 20250425 47.57 Invoice: 21231 47.57 61061004 6530 PW Equip - ReprParts CHECK 506188 TOTAL: 47.57 506189 04/25/2025 PRTD 103833 HOVERSON, THOMAS 3478 04/09/2025 20250425 6,410.00 Invoice: 3478 6,410.00 17017004 6541 Tree & Mnt - TrFlwShrb CHECK 506189 TOTAL: 6,410.00 506190 04/25/2025 PRTD 118189 DEM-CON COMPANIES LLC 22953 03/31/2025 20250425 7,263.74 Invoice: 22953 7,263.74 59259204 6103 Stm St Cln - Prof Svrs CHECK 506190 TOTAL: 7,263.74 506191 04/25/2025 PRTD 101479 DVORSAK MATERIAL HANDLING EQUIPME INV3542 03/20/2025 20250425 776.16 Invoice: INV3542 776.16 58158100 6180 Sthdl AdGe - Rep&Maint CHECK 506191 TOTAL: 776.16 506192 04/25/2025 PRTD 100730 DORSEY & WHITNEY LLP 4067290 04/08/2025 20250425 3,514.00 Invoice: 4067290 Client-Matter No 094802-00509 Gen Redevelopment 3,514.00 26026000 6131 HRA Admin - PrfSvLegal DORSEY & WHITNEY LLP 4067294 04/08/2025 20250425 1,316.00 Invoice: 4067294 Client-Matter No 094802-00529 4040 Apartments 1,316.00 E DEV21004.MISCELLAN . . 26026000 6131 HRA Admin - PrfSvLegal CHECK 506192 TOTAL: 4,830.00 506193 04/25/2025 PRTD 160061 FILTER BREWING COMPANY LLC PLATO 4245 04/09/2025 20250425 238.00 Invoice: PLATO 4245 238.00 5800 1354 Liquor BS - Inv Beer CHECK 506193 TOTAL: 238.00 Page 151 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/24/2025 10:38User: 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 506194 04/25/2025 PRTD 100744 EDINA CHAMBER OF COMMERCE 45664 04/17/2025 20250425 100.00 Invoice: 45664 EEC Green Business Email Ad 4/17 100.00 25000000 6122 CAS - AdvOther CHECK 506194 TOTAL: 100.00 506195 04/25/2025 PRTD 101630 EDINA PUBLIC SCHOOLS 181056 03/19/2025 20250425 274.50 Invoice: 181056 Women's Winter Volleyball League 03/01/25-03/19/25 274.50 16116100 6406 Athltc Act - SupOther CHECK 506195 TOTAL: 274.50 506196 04/25/2025 PRTD 100049 EHLERS AND ASSOCIATES 100878 04/07/2025 20250425 127.50 Invoice: 100878 127.50 10800000 6130 Finance - PrfSvAudit CHECK 506196 TOTAL: 127.50 506197 04/25/2025 PRTD 160062 ELM CREEK BREWING COMPANY E-8203 04/15/2025 20250425 360.00 Invoice: E-8203 360.00 5800 1354 Liquor BS - Inv Beer CHECK 506197 TOTAL: 360.00 506198 04/25/2025 PRTD 122792 EMERGENCY AUTOMOTIVE TECHNOLOGIES MP022625-52 04/08/2025 20250425 2,700.49 Invoice: MP022625-52 2,700.49 42600000 6711 Police ER - CapVh&Equp CHECK 506198 TOTAL: 2,700.49 506199 04/25/2025 PRTD 148012 EVEREST EMERGENCY VEHICLES INC P07826 04/04/2025 20250425 631.97 Invoice: P07826 631.97 61061006 6530 Fire Equip - ReprParts CHECK 506199 TOTAL: 631.97 506200 04/25/2025 PRTD 100146 ELLIOTT AUTO SUPPLY CO, INC 1-10622483 04/04/2025 20250425 427.59 Invoice: 1-10622483 427.59 61061004 6530 PW Equip - ReprParts ELLIOTT AUTO SUPPLY CO, INC 229-025052 04/04/2025 20250425 87.12 Invoice: 229-025052 87.12 61061004 6530 PW Equip - ReprParts ELLIOTT AUTO SUPPLY CO, INC 1-10633417 04/08/2025 20250425 33.64 Page 152 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/24/2025 10:38User: 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 Invoice: 1-10633417 33.64 61061004 6530 PW Equip - ReprParts ELLIOTT AUTO SUPPLY CO, INC 229-025291 04/09/2025 20250425 10.56 Invoice: 229-025291 10.56 61061005 6530 Police Eq - ReprParts ELLIOTT AUTO SUPPLY CO, INC 112-254066 04/09/2025 20250425 35.52 Invoice: 112-254066 35.52 61061004 6530 PW Equip - ReprParts ELLIOTT AUTO SUPPLY CO, INC 1-10634267 04/08/2025 20250425 119.98 Invoice: 1-10634267 119.98 61061004 6530 PW Equip - ReprParts CHECK 506200 TOTAL: 714.41 506201 04/25/2025 PRTD 147181 FALLING BREWERY - BERGMAN LEDGE L E-18984 04/14/2025 20250425 358.00 Invoice: E-18984 358.00 5800 1354 Liquor BS - Inv Beer FALLING BREWERY - BERGMAN LEDGE L E-19000 04/14/2025 20250425 304.00 Invoice: E-19000 304.00 5800 1354 Liquor BS - Inv Beer FALLING BREWERY - BERGMAN LEDGE L E-19001 04/14/2025 20250425 480.00 Invoice: E-19001 480.00 5800 1356 Liquor BS - Inventory THC Bev CHECK 506201 TOTAL: 1,142.00 506202 04/25/2025 PRTD 103600 FERGUSON US HOLDINGS INC 0544899 04/09/2025 20250425 5,783.04 Invoice: 0544899 5,783.04 59059003 6406 Wat Distr - SupOther CHECK 506202 TOTAL: 5,783.04 506203 04/25/2025 PRTD 161014 FIRST WESTERN BANK & TRUST 3487671 04/14/2025 20250425 709.27 Invoice: 3487671 709.27 55055001 6216 Building/Grounds - Leases CHECK 506203 TOTAL: 709.27 506204 04/25/2025 PRTD 161014 FIRST WESTERN BANK & TRUST 1111853 04/10/2025 20250425 687.14 Invoice: 1111853 Cleaning equipment lease payment 1/36 687.14 54054001 6711 Operations - CapVh&Equp Page 153 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/24/2025 10:38User: 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 CHECK 506204 TOTAL: 687.14 506205 04/25/2025 PRTD 102456 GALLS PARENT HOLDINGS LLC 030953788 04/04/2025 20250425 11.99 Invoice: 030953788 CADET back patch - Regan 11.99 13013000 6203 Pol Ad Gen - Uniforms GALLS PARENT HOLDINGS LLC 030953786 04/04/2025 20250425 11.99 Invoice: 030953786 RICHARD GRIFFTHS - Cadet back patch 11.99 13013000 6203 Pol Ad Gen - Uniforms GALLS PARENT HOLDINGS LLC 030953785 04/04/2025 20250425 11.99 Invoice: 030953785 KAITLYN TIMM - Cadet back patch 11.99 13013000 6203 Pol Ad Gen - Uniforms GALLS PARENT HOLDINGS LLC 030953784 04/04/2025 20250425 11.99 Invoice: 030953784 JAIDEN HALBMAIER - Cadet back patch 11.99 13013000 6203 Pol Ad Gen - Uniforms GALLS PARENT HOLDINGS LLC 030953782 04/04/2025 20250425 11.99 Invoice: 030953782 MARKAYLA REILLY - Cadet Back Patch 11.99 13013000 6203 Pol Ad Gen - Uniforms GALLS PARENT HOLDINGS LLC 030941916 04/03/2025 20250425 6.59 Invoice: 030941916 Name Strip -Kaitlyn Timm 6.59 13013000 6203 Pol Ad Gen - Uniforms GALLS PARENT HOLDINGS LLC 030941914 04/03/2025 20250425 6.59 Invoice: 030941914 Name Strip - Griffiths 6.59 13013000 6203 Pol Ad Gen - Uniforms GALLS PARENT HOLDINGS LLC 030941913 04/03/2025 20250425 6.59 Invoice: 030941913 Name Strip - Charles Regan 6.59 13013000 6203 Pol Ad Gen - Uniforms GALLS PARENT HOLDINGS LLC 030941912 04/03/2025 20250425 6.59 Invoice: 030941912 RAUL BALTAZAR - Name Strip 6.59 13013000 6203 Pol Ad Gen - Uniforms GALLS PARENT HOLDINGS LLC 030972834 04/07/2025 20250425 176.00 Invoice: 030972834 Duty Pants - Mike Seeger 176.00 13013000 6203 Pol Ad Gen - Uniforms GALLS PARENT HOLDINGS LLC 030972895 04/07/2025 20250425 7.71 Invoice: 030972895 ASP BLUE LINE CLIP KEY - Cadet Timm 7.71 13013000 6203 Pol Ad Gen - Uniforms GALLS PARENT HOLDINGS LLC 031010096 04/10/2025 20250425 55.95 Invoice: 031010096 LBV Vest ID Tags - Boosalis 55.95 13013000 6203 Pol Ad Gen - Uniforms GALLS PARENT HOLDINGS LLC 031010092 04/10/2025 20250425 250.34 Page 154 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/24/2025 10:38User: 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 Invoice: 031010092 Undervest L/S and S/S Shirts - Simmer 250.34 13013000 6203 Pol Ad Gen - Uniforms GALLS PARENT HOLDINGS LLC 29195081CM 03/31/2025 20250425 -166.26 Invoice: 29195081CM see invoice 030904805 -166.26 13013000 6203 Pol Ad Gen - Uniforms CHECK 506205 TOTAL: 410.05 506206 04/25/2025 PRTD 161012 THE GRAPHIC EDGE LLC 1824311 03/18/2025 20250425 506.30 Invoice: 1824311 506.30 16116100 6406 Athltc Act - SupOther CHECK 506206 TOTAL: 506.30 506207 04/25/2025 PRTD 144982 GERTENS GREENHOUSES AND GARDEN CE 633583/1 04/07/2025 20250425 87.39 Invoice: 633583/1 87.39 52052000 6540 Golf Gen - SdFertWeed CHECK 506207 TOTAL: 87.39 506208 04/25/2025 PRTD 160589 GOES AROUND TIRE TRANSPORT LLC 2110 04/10/2025 20250425 161.00 Invoice: 2110 161.00 61061004 6583 PW Equip - Tire&Tube CHECK 506208 TOTAL: 161.00 506209 04/25/2025 PRTD 160108 GREAT RIVER OFFICE PRODUCTS, INC. 77113 04/10/2025 20250425 407.00 Invoice: 77113 100 Lanyards - Volunteer with Breakaway Attachment 407.00 10110100 6406 Admin Gen - SupOther CHECK 506209 TOTAL: 407.00 506210 04/25/2025 PRTD 129108 HAAG COMPANIES INC 4-515210 04/07/2025 20250425 34.00 Invoice: 4-515210 34.00 57057000 6541 General - TrFlwShrb HAAG COMPANIES INC 2-329842 04/07/2025 20250425 34.00 Invoice: 2-329842 34.00 57057000 6540 General - SdFertWeed HAAG COMPANIES INC 4-515254 04/08/2025 20250425 34.00 Invoice: 4-515254 34.00 57057000 6541 General - TrFlwShrb HAAG COMPANIES INC 4-515251 04/08/2025 20250425 34.00 Invoice: 4-515251 Page 155 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/24/2025 10:38User: 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 34.00 57057000 6541 General - TrFlwShrb HAAG COMPANIES INC 4-515265 04/09/2025 20250425 34.00 Invoice: 4-515265 34.00 57057000 6541 General - TrFlwShrb HAAG COMPANIES INC 2-329907 04/10/2025 20250425 34.00 Invoice: 2-329907 34.00 57057000 6541 General - TrFlwShrb HAAG COMPANIES INC 2-329829 04/07/2025 20250425 34.00 Invoice: 2-329829 34.00 57057000 6541 General - TrFlwShrb CHECK 506210 TOTAL: 238.00 506211 04/25/2025 PRTD 100790 HACH COMPANY 14433691 04/08/2025 20250425 1,293.77 Invoice: 14433691 1,293.77 59059005 6406 Wat Treat - SupOther HACH COMPANY 14448535 04/09/2025 20250425 630.14 Invoice: 14448535 630.14 59059005 6406 Wat Treat - SupOther CHECK 506211 TOTAL: 1,923.91 506212 04/25/2025 PRTD 143563 HEADFLYER BREWING E-7147 04/09/2025 20250425 126.00 Invoice: E-7147 126.00 5800 1354 Liquor BS - Inv Beer HEADFLYER BREWING E-7156 04/15/2025 20250425 120.00 Invoice: E-7156 120.00 5800 1354 Liquor BS - Inv Beer CHECK 506212 TOTAL: 246.00 506213 04/25/2025 PRTD 143585 HENNEPIN COUNTY MEDICAL CENTER 00000056 03/13/2025 20250425 260.00 Invoice: 00000056 ACLS Cards 260.00 12012000 6260 Fire Gen - Lic&Perm CHECK 506213 TOTAL: 260.00 506214 04/25/2025 PRTD 143585 HENNEPIN HEALTHCARE SYSTEM INC HEMS-03/25 04/14/2025 20250425 869.94 Invoice: HEMS-03/25 MN-TF1 OT/BF REIMBURSEMENT - TYLER LUPKES 869.94 72000000 6406 MN TF 1 - SupOther Page 156 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/24/2025 10:38User: 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 CHECK 506214 TOTAL: 869.94 506215 04/25/2025 PRTD 118765 HENRY SCHEIN INC 39613277 04/04/2025 20250425 356.44 Invoice: 39613277 356.44 55055002 5510 Concession - CGS CHECK 506215 TOTAL: 356.44 506216 04/25/2025 PRTD 102484 HIRSHFIELDS PAINT MANUFACTURING I 0028731-IN 04/07/2025 20250425 2,445.60 Invoice: 0028731-IN ATHLETIC FIELD STRIPING SUPER 2,445.60 17017002 6532 Fld Maint - Paint CHECK 506216 TOTAL: 2,445.60 506217 04/25/2025 PRTD 146427 LUCID BREWING LLC IN-242280 04/09/2025 20250425 450.00 Invoice: IN-242280 450.00 5800 1356 Liquor BS - Inventory THC Bev CHECK 506217 TOTAL: 450.00 506218 04/25/2025 PRTD 100814 INDELCO PLASTICS CORPORATION INV517682 04/04/2025 20250425 315.46 Invoice: INV517682 WELL 16 315.46 59059005 6180 Wat Treat - Rep&Maint CHECK 506218 TOTAL: 315.46 506219 04/25/2025 PRTD 146407 INGCO INTERNATIONAL 608922 03/28/2025 20250425 1,000.00 Invoice: 608922 April 2025 Edition: Edina Translations 1,000.00 10410400 6123 Comm Gen - Mgzn/News CHECK 506219 TOTAL: 1,000.00 506220 04/25/2025 PRTD 160653 INSIGHT BREWING COMPANY LLC 23060 04/09/2025 20250425 277.50 Invoice: 23060 277.50 5800 1354 Liquor BS - Inv Beer CHECK 506220 TOTAL: 277.50 506221 04/25/2025 PRTD 143913 JACK PINE BREWERY LLC 5220 04/09/2025 20250425 116.92 Invoice: 5220 116.92 5800 1354 Liquor BS - Inv Beer CHECK 506221 TOTAL: 116.92 Page 157 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/24/2025 10:38User: 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 506222 04/25/2025 PRTD 100828 JERRY'S ENTERPRISES INC Statement-03/2025 03/18/2025 20250425 9.58 Invoice: Statement-03/2025 3/1/25-3/31/25 INV# 007-01247359 9.58 13013000 6406 Pol Ad Gen - SupOther CHECK 506222 TOTAL: 9.58 506223 04/25/2025 PRTD 100828 GREAT RIVERS PRINTING 77094 04/07/2025 20250425 265.00 Invoice: 77094 Food Safety Magnets 3x5 265.00 12212200 6406 PH Gen - SupOther GREAT RIVERS PRINTING 77149 04/04/2025 20250425 250.00 Invoice: 77149 IQS Pens 250.00 10110100 6406 Admin Gen - SupOther CHECK 506223 TOTAL: 515.00 506224 04/25/2025 PRTD 100828 JERRY'S ENTERPRISES INC 80022 04/02/2025 20250425 15.81 Invoice: 80022 15.81 17017006 6406 Bldg Maint - SupOther JERRY'S ENTERPRISES INC 80063 04/07/2025 20250425 9.88 Invoice: 80063 9.88 17017006 6406 Bldg Maint - SupOther JERRY'S ENTERPRISES INC 80033 04/04/2025 20250425 46.75 Invoice: 80033 46.75 15200000 6406 Transport - SupOther JERRY'S ENTERPRISES INC 80072 04/08/2025 20250425 17.24 Invoice: 80072 17.24 17017006 6406 Bldg Maint - SupOther JERRY'S ENTERPRISES INC 80071 04/08/2025 20250425 26.98 Invoice: 80071 26.98 17017006 6406 Bldg Maint - SupOther JERRY'S ENTERPRISES INC 1-10633417 04/08/2025 20250425 26.99 Invoice: 1-10633417 26.99 17017006 6406 Bldg Maint - SupOther JERRY'S ENTERPRISES INC 80085 04/09/2025 20250425 95.27 Invoice: 80085 10OZ WHT LITHIUM GREASE, engine cleaner 95.27 12012000 6406 Fire Gen - SupOther JERRY'S ENTERPRISES INC 80084 04/09/2025 20250425 41.41 Invoice: 80084 41.41 E ENG98001.MISCELLAN .SUPPLIES . 40840801 6406 Faclt CP - SupOther Page 158 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/24/2025 10:38User: 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 JERRY'S ENTERPRISES INC 80106 04/10/2025 20250425 42.28 Invoice: 80106 42.28 17017006 6406 Bldg Maint - SupOther JERRY'S ENTERPRISES INC 80039 04/04/2025 20250425 9.67 Invoice: 80039 9.67 17017006 6406 Bldg Maint - SupOther CHECK 506224 TOTAL: 332.28 506225 04/25/2025 PRTD 161144 JIXXIE 2244 04/09/2025 20250425 588.00 Invoice: 2244 588.00 5800 1356 Liquor BS - Inventory THC Bev JIXXIE 2245 04/09/2025 20250425 540.00 Invoice: 2245 540.00 5800 1356 Liquor BS - Inventory THC Bev JIXXIE 1019 04/15/2025 20250425 1,128.00 Invoice: 1019 1,128.00 5800 1356 Liquor BS - Inventory THC Bev JIXXIE 1018 04/15/2025 20250425 588.00 Invoice: 1018 588.00 5800 1356 Liquor BS - Inventory THC Bev JIXXIE 1017 04/15/2025 20250425 495.00 Invoice: 1017 495.00 5800 1356 Liquor BS - Inventory THC Bev CHECK 506225 TOTAL: 3,339.00 506226 04/25/2025 PRTD 100835 ARTISAN BEER COMPANY 3759158 04/10/2025 20250425 1,618.40 Invoice: 3759158 1,618.40 5800 1354 Liquor BS - Inv Beer ARTISAN BEER COMPANY 3759160 04/10/2025 20250425 30.75 Invoice: 3759160 30.75 5800 1355 Liquor BS - Inv Misc ARTISAN BEER COMPANY 3759161 04/10/2025 20250425 500.00 Invoice: 3759161 500.00 5800 1356 Liquor BS - Inventory THC Bev ARTISAN BEER COMPANY 3759159 04/10/2025 20250425 1,662.15 Invoice: 3759159 1,662.15 5800 1354 Liquor BS - Inv Beer ARTISAN BEER COMPANY 3759164 04/10/2025 20250425 405.60 Page 159 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/24/2025 10:38User: 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 Invoice: 3759164 405.60 5800 1356 Liquor BS - Inventory THC Bev ARTISAN BEER COMPANY 3759162 04/10/2025 20250425 1,471.95 Invoice: 3759162 1,471.95 5800 1354 Liquor BS - Inv Beer ARTISAN BEER COMPANY 3759163 04/10/2025 20250425 153.75 Invoice: 3759163 153.75 5800 1355 Liquor BS - Inv Misc ARTISAN BEER COMPANY 419049 04/04/2025 20250425 -74.00 Invoice: 419049 -74.00 5800 1354 Liquor BS - Inv Beer CHECK 506226 TOTAL: 5,768.60 506227 04/25/2025 PRTD 100835 PHILLIPS WINE & SPIRITS 6958097 04/10/2025 20250425 958.60 Invoice: 6958097 8.40 58058001 5512 50th Sell - CGS Liq 950.20 5800 1352 Liquor BS - Inv Liq PHILLIPS WINE & SPIRITS 6958100 04/10/2025 20250425 1,362.00 Invoice: 6958100 42.00 58058001 5513 50th Sell - CGS Wine 1,320.00 5800 1353 Liquor BS - Inv Wine PHILLIPS WINE & SPIRITS 6958098 04/10/2025 20250425 1,247.20 Invoice: 6958098 25.20 58058001 5513 50th Sell - CGS Wine 1,222.00 5800 1353 Liquor BS - Inv Wine PHILLIPS WINE & SPIRITS 6958101 04/10/2025 20250425 874.47 Invoice: 6958101 14.00 58158101 5512 Sthdl Sell - CGS Liq 860.47 5800 1352 Liquor BS - Inv Liq PHILLIPS WINE & SPIRITS 6958099 04/10/2025 20250425 1.40 Invoice: 6958099 1.40 58158101 5513 Sthdl Sell - CGS Wine PHILLIPS WINE & SPIRITS 6958103 04/10/2025 20250425 1,601.60 Invoice: 6958103 61.60 58158101 5513 Sthdl Sell - CGS Wine 1,540.00 5800 1353 Liquor BS - Inv Wine PHILLIPS WINE & SPIRITS 6958102 04/10/2025 20250425 353.20 Invoice: 6958102 5.60 58158101 5513 Sthdl Sell - CGS Wine 347.60 5800 1353 Liquor BS - Inv Wine Page 160 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/24/2025 10:38User: 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 PHILLIPS WINE & SPIRITS 6958104 04/10/2025 20250425 89.40 Invoice: 6958104 1.40 58158101 5515 Sthdl Sell - CGS Other 88.00 5800 1355 Liquor BS - Inv Misc PHILLIPS WINE & SPIRITS 6958108 04/10/2025 20250425 1,589.00 Invoice: 6958108 49.00 58258201 5513 Grnd Sell - CGS Wine 1,540.00 5800 1353 Liquor BS - Inv Wine PHILLIPS WINE & SPIRITS 6958106 04/10/2025 20250425 223.80 Invoice: 6958106 7.00 58258201 5515 Grnd Sell - CGS Other 216.80 5800 1355 Liquor BS - Inv Misc PHILLIPS WINE & SPIRITS 6958105 04/10/2025 20250425 841.35 Invoice: 6958105 9.80 58258201 5512 Grnd Sell - CGS Liq 831.55 5800 1352 Liquor BS - Inv Liq PHILLIPS WINE & SPIRITS 6958107 04/10/2025 20250425 1,068.10 Invoice: 6958107 19.60 58258201 5513 Grnd Sell - CGS Wine 1,048.50 5800 1353 Liquor BS - Inv Wine CHECK 506227 TOTAL: 10,210.12 506228 04/25/2025 PRTD 100835 WINE MERCHANTS 7514813 04/10/2025 20250425 1,483.00 Invoice: 7514813 7.00 58058001 5513 50th Sell - CGS Wine 1,476.00 5800 1353 Liquor BS - Inv Wine WINE MERCHANTS 7514816 04/10/2025 20250425 121.40 Invoice: 7514816 1.40 58258201 5515 Grnd Sell - CGS Other 120.00 5800 1355 Liquor BS - Inv Misc WINE MERCHANTS 7514815 04/10/2025 20250425 1,455.00 Invoice: 7514815 14.00 58258201 5513 Grnd Sell - CGS Wine 1,441.00 5800 1353 Liquor BS - Inv Wine CHECK 506228 TOTAL: 3,059.40 506229 04/25/2025 PRTD 100835 JOHNSON BROTHERS LIQUOR CO 2765544 04/10/2025 20250425 756.90 Invoice: 2765544 7.00 58058001 5512 50th Sell - CGS Liq 749.90 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2765547 04/10/2025 20250425 2,377.55 Page 161 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/24/2025 10:38User: 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 Invoice: 2765547 16.80 58058001 5512 50th Sell - CGS Liq 2,360.75 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2765550 04/10/2025 20250425 848.80 Invoice: 2765550 16.80 58058001 5513 50th Sell - CGS Wine 832.00 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 2765549 04/10/2025 20250425 271.00 Invoice: 2765549 7.00 58058001 5513 50th Sell - CGS Wine 264.00 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 2765545 04/10/2025 20250425 304.24 Invoice: 2765545 2.80 58058001 5513 50th Sell - CGS Wine 301.44 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 2765548 04/10/2025 20250425 33.40 Invoice: 2765548 1.40 58058001 5515 50th Sell - CGS Other 32.00 5800 1355 Liquor BS - Inv Misc JOHNSON BROTHERS LIQUOR CO 2765546 04/10/2025 20250425 342.60 Invoice: 2765546 342.60 5800 1356 Liquor BS - Inventory THC Bev JOHNSON BROTHERS LIQUOR CO 2765553 04/10/2025 20250425 1,579.88 Invoice: 2765553 19.60 58158101 5512 Sthdl Sell - CGS Liq 1,560.28 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2765558 04/10/2025 20250425 765.20 Invoice: 2765558 11.20 58158101 5512 Sthdl Sell - CGS Liq 754.00 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2765552 04/10/2025 20250425 162.03 Invoice: 2765552 2.80 58158101 5513 Sthdl Sell - CGS Wine 159.23 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 2765557 04/10/2025 20250425 656.80 Invoice: 2765557 16.80 58158101 5513 Sthdl Sell - CGS Wine 640.00 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 2765556 04/10/2025 20250425 1,100.80 Invoice: 2765556 16.80 58158101 5513 Sthdl Sell - CGS Wine 1,084.00 5800 1353 Liquor BS - Inv Wine Page 162 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/24/2025 10:38User: 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 JOHNSON BROTHERS LIQUOR CO 2765551 04/10/2025 20250425 38.40 Invoice: 2765551 1.40 58158101 5515 Sthdl Sell - CGS Other 37.00 5800 1355 Liquor BS - Inv Misc JOHNSON BROTHERS LIQUOR CO 2765554 04/10/2025 20250425 342.60 Invoice: 2765554 342.60 5800 1356 Liquor BS - Inventory THC Bev JOHNSON BROTHERS LIQUOR CO 27655555 04/10/2025 20250425 3,966.80 Invoice: 27655555 30.80 58158101 5512 Sthdl Sell - CGS Liq 3,936.00 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2765560 04/10/2025 20250425 561.41 Invoice: 2765560 7.00 58258201 5513 Grnd Sell - CGS Wine 554.41 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 2765564 04/10/2025 20250425 217.80 Invoice: 2765564 2.80 58258201 5512 Grnd Sell - CGS Liq 215.00 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2765561 04/10/2025 20250425 810.20 Invoice: 2765561 11.20 58258201 5512 Grnd Sell - CGS Liq 799.00 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2765565 04/10/2025 20250425 814.35 Invoice: 2765565 19.60 58258201 5512 Grnd Sell - CGS Liq 794.75 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2765562 04/10/2025 20250425 3,196.66 Invoice: 2765562 26.60 58258201 5512 Grnd Sell - CGS Liq 3,170.06 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2765563 04/10/2025 20250425 1,467.40 Invoice: 2765563 15.40 58258201 5513 Grnd Sell - CGS Wine 1,452.00 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 2765566 04/10/2025 20250425 465.80 Invoice: 2765566 9.80 58258201 5513 Grnd Sell - CGS Wine 456.00 5800 1353 Liquor BS - Inv Wine Page 163 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/24/2025 10:38User: 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 CHECK 506229 TOTAL: 21,080.62 506230 04/25/2025 PRTD 145396 JUNKYARD BREWING COMPANY LLC 007734 04/15/2025 20250425 218.00 Invoice: 007734 218.00 5800 1354 Liquor BS - Inv Beer JUNKYARD BREWING COMPANY LLC 007733 04/15/2025 20250425 168.00 Invoice: 007733 168.00 5800 1356 Liquor BS - Inventory THC Bev JUNKYARD BREWING COMPANY LLC 007736 04/15/2025 20250425 147.00 Invoice: 007736 147.00 5800 1354 Liquor BS - Inv Beer JUNKYARD BREWING COMPANY LLC 007735 04/15/2025 20250425 594.00 Invoice: 007735 594.00 5800 1354 Liquor BS - Inv Beer CHECK 506230 TOTAL: 1,127.00 506231 04/25/2025 PRTD 130042 KULLY SUPPLY INC 673880 04/04/2025 20250425 188.21 Invoice: 673880 188.21 17017006 6406 Bldg Maint - SupOther CHECK 506231 TOTAL: 188.21 506232 04/25/2025 PRTD 160737 WEYAND COMPANIES LLC 002452 04/07/2025 20250425 100.00 Invoice: 002452 100.00 61061005 6180 Police Eq - Rep&Maint WEYAND COMPANIES LLC 39613277 04/07/2025 20250425 97.00 Invoice: 39613277 97.00 61061005 6180 Police Eq - Rep&Maint CHECK 506232 TOTAL: 197.00 506233 04/25/2025 PRTD 143544 LADY A LITERARY 83 04/06/2025 20250425 2,108.75 Invoice: 83 Advertising Sales - The Times Jan-June 2025 editio 2,108.75 16116103 4317 Senior Cen - Adv Sales CHECK 506233 TOTAL: 2,108.75 506234 04/25/2025 PRTD 116876 LANGUAGE LINE SERVICES 11571617 03/31/2025 20250425 15.00 Invoice: 11571617 Over the phone interpretation 15.00 12012000 6103 Fire Gen - Prof Svrs Page 164 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/24/2025 10:38User: 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 CHECK 506234 TOTAL: 15.00 506235 04/25/2025 PRTD 100852 LAWSON PRODUCTS INC 9312384714 04/09/2025 20250425 75.33 Invoice: 9312384714 75.33 61061004 6530 PW Equip - ReprParts LAWSON PRODUCTS INC 9312388636 04/10/2025 20250425 39.46 Invoice: 9312388636 39.46 14014007 6531 Trfc Safty - Sgns&Psts LAWSON PRODUCTS INC 9312388635 04/10/2025 20250425 608.48 Invoice: 9312388635 608.48 61061004 6530 PW Equip - ReprParts CHECK 506235 TOTAL: 723.27 506236 04/25/2025 PRTD 134957 LEACH LAW OFFICE LLC 03-2025 03/31/2025 20250425 22,888.31 Invoice: 03-2025 file no. 0656.001 22,888.31 13013001 6131 Legal Srv - PrfSvLegal CHECK 506236 TOTAL: 22,888.31 506237 04/25/2025 PRTD 113952 LEICA GEOSYSTEMS INC 903898026 04/14/2025 20250425 491.00 Invoice: 903898026 491.00 15100000 1640 Const Mgmt - Purchase - M&E CHECK 506237 TOTAL: 491.00 506238 04/25/2025 PRTD 135867 LIBATION PROJECT 88147 04/15/2025 20250425 212.00 Invoice: 88147 2.00 58058001 5512 50th Sell - CGS Liq 210.00 5800 1352 Liquor BS - Inv Liq LIBATION PROJECT 88148 04/15/2025 20250425 1,346.08 Invoice: 88148 22.00 58158101 5513 Sthdl Sell - CGS Wine 1,324.08 5800 1353 Liquor BS - Inv Wine LIBATION PROJECT 88144 04/15/2025 20250425 254.00 Invoice: 88144 2.00 58258201 5512 Grnd Sell - CGS Liq 252.00 5800 1352 Liquor BS - Inv Liq LIBATION PROJECT 88145 04/15/2025 20250425 1,378.12 Invoice: 88145 22.00 58258201 5513 Grnd Sell - CGS Wine 1,356.12 5800 1353 Liquor BS - Inv Wine Page 165 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/24/2025 10:38User: 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 LIBATION PROJECT 88146 04/15/2025 20250425 1,086.12 Invoice: 88146 18.00 58058001 5513 50th Sell - CGS Wine 1,068.12 5800 1353 Liquor BS - Inv Wine CHECK 506238 TOTAL: 4,276.32 506239 04/25/2025 PRTD 160655 MIP V ONION PARENT MP271038 04/03/2025 20250425 119.08 Invoice: MP271038 119.08 52052001 6103 18-Hole - Prof Svrs MIP V ONION PARENT MP271037 04/03/2025 20250425 82.44 Invoice: MP271037 82.44 52052002 6103 9-Hole - Prof Svrs CHECK 506239 TOTAL: 201.52 506240 04/25/2025 PRTD 141916 LUPULIN BREWING COMPANY 66097 04/15/2025 20250425 198.00 Invoice: 66097 198.00 5800 1354 Liquor BS - Inv Beer LUPULIN BREWING COMPANY 66098 04/15/2025 20250425 207.00 Invoice: 66098 207.00 5800 1354 Liquor BS - Inv Beer CHECK 506240 TOTAL: 405.00 506241 04/25/2025 PRTD 141215 MAVERICK WINE LLC INV1566268 04/09/2025 20250425 438.12 Invoice: INV1566268 6.00 58158101 5513 Sthdl Sell - CGS Wine 432.12 5800 1353 Liquor BS - Inv Wine MAVERICK WINE LLC INV1566288/1566261 04/09/2025 20250425 2,481.48 Invoice: INV1566288/1566261 33.00 58258201 5513 Grnd Sell - CGS Wine 2,448.48 5800 1353 Liquor BS - Inv Wine MAVERICK WINE LLC INV1566244 04/09/2025 20250425 507.00 Invoice: INV1566244 3.00 58258201 5512 Grnd Sell - CGS Liq 504.00 5800 1352 Liquor BS - Inv Liq MAVERICK WINE LLC INV1566270/1566292 04/09/2025 20250425 1,176.66 Invoice: INV1566270/1566292 16.50 58058001 5513 50th Sell - CGS Wine 1,160.16 5800 1353 Liquor BS - Inv Wine MAVERICK WINE LLC CM154181 12/26/2024 20250425 -305.52 Invoice: CM154181 Page 166 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/24/2025 10:38User: 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 -1.50 58158101 5512 Sthdl Sell - CGS Liq -304.02 5800 1352 Liquor BS - Inv Liq CHECK 506241 TOTAL: 4,297.74 506242 04/25/2025 PRTD 103944 MOBILE HEALTH SERVICES LLC 47262 04/02/2025 20250425 225.00 Invoice: 47262 Comprehensive Physical- Alex Heroff 225.00 12012000 6175 Fire Gen - EmpExams CHECK 506242 TOTAL: 225.00 506243 04/25/2025 PRTD 146040 MEGA BEER LLC IN-23629 04/09/2025 20250425 370.75 Invoice: IN-23629 370.75 5800 1354 Liquor BS - Inv Beer MEGA BEER LLC IN-23630 04/09/2025 20250425 74.50 Invoice: IN-23630 74.50 5800 1356 Liquor BS - Inventory THC Bev CHECK 506243 TOTAL: 445.25 506244 04/25/2025 PRTD 101483 MENARDS 6103 04/02/2025 20250425 531.25 Invoice: 6103 531.25 17017004 6406 Tree & Mnt - SupOther CHECK 506244 TOTAL: 531.25 506245 04/25/2025 PRTD 101483 MENARDS 21585 04/04/2025 20250425 47.16 Invoice: 21585 47.16 14014001 6406 Gen Mntce - SupOther MENARDS 21582 04/04/2025 20250425 15.98 Invoice: 21582 15.98 59159103 6406 Sew LftSt - SupOther MENARDS 21521 04/04/2025 20250425 302.02 Invoice: 21521 302.02 14014001 6406 Gen Mntce - SupOther MENARDS 21713 04/07/2025 20250425 398.36 Invoice: 21713 398.36 52052005 6406 Clubhouse - SupOther MENARDS 21728 04/08/2025 20250425 301.44 Invoice: 21728 301.44 61061004 6530 PW Equip - ReprParts MENARDS 21767 04/08/2025 20250425 75.08 Page 167 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/24/2025 10:38User: 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 Invoice: 21767 75.08 52052005 6406 Clubhouse - SupOther MENARDS 21774 04/08/2025 20250425 161.39 Invoice: 21774 161.39 17017006 6406 Bldg Maint - SupOther MENARDS 21775 04/08/2025 20250425 32.97 Invoice: 21775 32.97 14014001 6556 Gen Mntce - Tool&Acces MENARDS 21794 04/08/2025 20250425 7.98 Invoice: 21794 7.98 17017006 6406 Bldg Maint - SupOther MENARDS 21826 04/09/2025 20250425 11.98 Invoice: 21826 11.98 14014001 6556 Gen Mntce - Tool&Acces MENARDS 21889 04/10/2025 20250425 119.51 Invoice: 21889 75.00 52052005 6406 Clubhouse - SupOther 44.51 52052001 6406 18-Hole - SupOther CHECK 506245 TOTAL: 1,473.87 506246 04/25/2025 PRTD 161010 MEND COLLABORATIVE EDN2401-012 04/07/2025 20250425 569.00 Invoice: EDN2401-012 Lincoln Londonderry Small Area Plan 569.00 10510500 6103 Plan Gen - Prof Svrs CHECK 506246 TOTAL: 569.00 506247 04/25/2025 PRTD 161355 METRONOME BREWERY LLC 1569 04/10/2025 20250425 278.88 Invoice: 1569 278.88 5800 1354 Liquor BS - Inv Beer CHECK 506247 TOTAL: 278.88 506248 04/25/2025 PRTD 100886 METROPOLITAN COUNCIL 0001186491 04/16/2025 20250425 525.00 Invoice: 0001186491 PERMIT# W074 FEE, WATER TREATMENT #6 525.00 59059005 6260 Wat Treat - Lic&Perm CHECK 506248 TOTAL: 525.00 506249 04/25/2025 PRTD 100886 METROPOLITAN COUNCIL 0001186490 04/16/2025 20250425 525.00 Invoice: 0001186490 Permit# W073, WATER TREATMENT #3 525.00 59059005 6260 Wat Treat - Lic&Perm Page 168 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/24/2025 10:38User: 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 CHECK 506249 TOTAL: 525.00 506250 04/25/2025 PRTD 100886 METROPOLITAN COUNCIL 0001186489 04/16/2025 20250425 525.00 Invoice: 0001186489 Permit# W072, WATER TREATMENT #2 525.00 59059005 6260 Wat Treat - Lic&Perm CHECK 506250 TOTAL: 525.00 506251 04/25/2025 PRTD 100886 METROPOLITAN COUNCIL 0001186472 04/16/2025 20250425 525.00 Invoice: 0001186472 Permit# W052, WATER TREATMENT #4 525.00 59059005 6260 Wat Treat - Lic&Perm CHECK 506251 TOTAL: 525.00 506252 04/25/2025 PRTD 100252 MINNESOTA STATE COLLEGES AND UNIV CI0000008291 03/26/2025 20250425 12,000.00 Invoice: CI0000008291 Contract #25H139 TODD MILBURN -ICPOET Tuition 12,000.00 E POL25109.MISCELLAN . . 13013002 6104 CSO - Conf&Schls CHECK 506252 TOTAL: 12,000.00 506253 04/25/2025 PRTD 100252 ST. CLOUD STATE UNIVERSITY 2990 03/01/2025 20250425 175.00 Invoice: 2990 Career Fair - Reimbursed by Crime Fund 175.00 13013005 6406 Crime Fund - SupOther CHECK 506253 TOTAL: 175.00 506254 04/25/2025 PRTD 160249 MINNESOTA STATE FIRE DEPARTMENT A 2025 DUES 02/01/2025 20250425 495.00 Invoice: 2025 DUES 2025 MSFDA Membership Dues 495.00 12012000 6105 Fire Gen - Dues&Sub CHECK 506254 TOTAL: 495.00 506255 04/25/2025 PRTD 140955 MODIST BREWING LLC E-58193 04/15/2025 20250425 144.55 Invoice: E-58193 144.55 5800 1354 Liquor BS - Inv Beer MODIST BREWING LLC E-58234 04/15/2025 20250425 1,019.85 Invoice: E-58234 1,019.85 5800 1356 Liquor BS - Inventory THC Bev MODIST BREWING LLC E-58233 04/15/2025 20250425 296.85 Invoice: E-58233 296.85 5800 1354 Liquor BS - Inv Beer Page 169 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/24/2025 10:38User: 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 MODIST BREWING LLC E-58229 04/15/2025 20250425 470.70 Invoice: E-58229 470.70 5800 1356 Liquor BS - Inventory THC Bev MODIST BREWING LLC E-58227 04/15/2025 20250425 599.45 Invoice: E-58227 599.45 5800 1354 Liquor BS - Inv Beer CHECK 506255 TOTAL: 2,531.40 506256 04/25/2025 PRTD 100906 MTI DISTRIBUTING INC 1466940-00 03/31/2025 20250425 105.87 Invoice: 1466940-00 105.87 52052000 6530 Golf Gen - ReprParts MTI DISTRIBUTING INC 1467683-00 04/04/2025 20250425 167.99 Invoice: 1467683-00 SHORT PAY TAX 2.60 PAY STATE TAX ONLY 6.875% 10.81 167.99 52052000 6530 Golf Gen - ReprParts MTI DISTRIBUTING INC 1466940-01 04/09/2025 20250425 105.87 Invoice: 1466940-01 105.87 52052001 6530 18-Hole - ReprParts CHECK 506256 TOTAL: 379.73 506257 04/25/2025 PRTD 100683 CHEMSEARCH 9106906 04/07/2025 20250425 932.66 Invoice: 9106906 932.66 55055001 6230 Bldg/Grnds - SrvCntrcts CHECK 506257 TOTAL: 932.66 506258 04/25/2025 PRTD 130461 GOVERNMENTJOBS.COM, INC INV-131262 02/27/2025 20250425 1,905.50 Invoice: INV-131262 New Hire Export (IN+ON Data) Subscription 1,905.50 10910900 6160 HR Gen - Sftwr&Data GOVERNMENTJOBS.COM, INC INV-129576-1 01/27/2025 20250425 2,205.97 Invoice: INV-129576-1 Governmentjobs.com Subscription 3/27/25-3/26/26 2,205.97 10910900 6105 HR Gen - Dues&Sub CHECK 506258 TOTAL: 4,111.47 506259 04/25/2025 PRTD 101620 NORTH SECOND STREET STEEL SUPPLY 577009 04/04/2025 20250425 6,968.44 Invoice: 577009 6,968.44 17017006 6406 Bldg Maint - SupOther CHECK 506259 TOTAL: 6,968.44 Page 170 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/24/2025 10:38User: 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 506260 04/25/2025 PRTD 160033 OLD WORLD BEER LLC 15973 04/11/2025 20250425 103.00 Invoice: 15973 103.00 5800 1354 Liquor BS - Inv Beer OLD WORLD BEER LLC 15976 04/11/2025 20250425 151.00 Invoice: 15976 151.00 5800 1353 Liquor BS - Inv Wine OLD WORLD BEER LLC 15987 04/15/2025 20250425 457.00 Invoice: 15987 457.00 5800 1354 Liquor BS - Inv Beer CHECK 506260 TOTAL: 711.00 506261 04/25/2025 PRTD 999998 ABBOTT, BARBARA 24-2501591 04/04/2025 20250425 1,984.00 Invoice: 24-2501591 AMBULANCE REFUND 1,984.00 12012000 4329 Fire Gen - Ambulance CHECK 506261 TOTAL: 1,984.00 506262 04/25/2025 PRTD 999998 ASTELL, MARK 24-1020321 03/18/2025 20250425 100.00 Invoice: 24-1020321 AMBULANCE REFUND 100.00 12012000 4329 Fire Gen - Ambulance CHECK 506262 TOTAL: 100.00 506263 04/25/2025 PRTD 999998 EMANI, MADHU 24-1622785 03/24/2025 20250425 170.99 Invoice: 24-1622785 AMBULANCE REFUND 170.99 12012000 4329 Fire Gen - Ambulance CHECK 506263 TOTAL: 170.99 506264 04/25/2025 PRTD 999998 ENGELS, WILLIAM 24-1849946 01/28/2025 20250425 82.41 Invoice: 24-1849946 AMBULANCE REFUND 82.41 12012000 4329 Fire Gen - Ambulance CHECK 506264 TOTAL: 82.41 506265 04/25/2025 PRTD 999998 ENGELSMA, SHELLY 23-2478170 03/26/2025 20250425 1,175.00 Invoice: 23-2478170 AMBULANCE REFUND 1,175.00 12012000 4329 Fire Gen - Ambulance CHECK 506265 TOTAL: 1,175.00 Page 171 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/24/2025 10:38User: 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 506266 04/25/2025 PRTD 999998 ESTATE OF ANDERLY, JAMES 24-577471 02/28/2025 20250425 260.00 Invoice: 24-577471 AMBULANCE REFUND 260.00 12012000 4329 Fire Gen - Ambulance CHECK 506266 TOTAL: 260.00 506267 04/25/2025 PRTD 999998 EWING, ROSEMARY 23-1790948 03/28/2025 20250425 62.44 Invoice: 23-1790948 AMBULANCE REFUND 62.44 12012000 4329 Fire Gen - Ambulance CHECK 506267 TOTAL: 62.44 506268 04/25/2025 PRTD 999998 GARVIN, LESLIE C 24-1901557 02/21/2025 20250425 122.47 Invoice: 24-1901557 AMBULANCE REFUND 122.47 12012000 4329 Fire Gen - Ambulance CHECK 506268 TOTAL: 122.47 506269 04/25/2025 PRTD 999998 GENDREAU, JANET 24-1701349 01/28/2025 20250425 110.13 Invoice: 24-1701349 AMBULANCE REFUND 110.13 12012000 4329 Fire Gen - Ambulance CHECK 506269 TOTAL: 110.13 506270 04/25/2025 PRTD 999998 GOLDSMAN, SUELLYN 24-2642781 04/08/2025 20250425 530.08 Invoice: 24-2642781 AMBULANCE REFUND 530.08 12012000 4329 Fire Gen - Ambulance CHECK 506270 TOTAL: 530.08 506271 04/25/2025 PRTD 999998 JOHNSON, BEVERLY 24-1902075 01/24/2025 20250425 93.88 Invoice: 24-1902075 AMBULANCE REFUND 93.88 12012000 4329 Fire Gen - Ambulance CHECK 506271 TOTAL: 93.88 506272 04/25/2025 PRTD 999998 KRAHN, ANNE 24-137553 04/02/2025 20250425 1,353.10 Invoice: 24-137553 AMBULANCE REFUND 1,353.10 12012000 4329 Fire Gen - Ambulance CHECK 506272 TOTAL: 1,353.10 Page 172 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/24/2025 10:38User: 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 506273 04/25/2025 PRTD 999998 LARSON, CARMI 25-399896 04/07/2025 20250425 100.00 Invoice: 25-399896 AMBULANCE REFUND 100.00 12012000 4329 Fire Gen - Ambulance CHECK 506273 TOTAL: 100.00 506274 04/25/2025 PRTD 999998 LARSON, KENDALL 24-2553399 04/10/2025 20250425 275.00 Invoice: 24-2553399 AMBULANCE REFUND 275.00 12012000 4329 Fire Gen - Ambulance CHECK 506274 TOTAL: 275.00 506275 04/25/2025 PRTD 999998 LEIL, JUDITH 24-2694549 02/27/2025 20250425 95.13 Invoice: 24-2694549 AMBULANCE REFUND 95.13 12012000 4329 Fire Gen - Ambulance CHECK 506275 TOTAL: 95.13 506276 04/25/2025 PRTD 999998 MANSKE, BEATRICE 24-2701851 02/27/2025 20250425 114.07 Invoice: 24-2701851 AMBULANCE REFUND 114.07 12012000 4329 Fire Gen - Ambulance CHECK 506276 TOTAL: 114.07 506277 04/25/2025 PRTD 999998 MAPLES, PETER 24-921653 03/21/2025 20250425 114.42 Invoice: 24-921653 AMBULANCE REFUND 114.42 12012000 4329 Fire Gen - Ambulance CHECK 506277 TOTAL: 114.42 506278 04/25/2025 PRTD 999998 MOORE, MARK 23-2247117-9/9 03/27/2025 20250425 290.00 Invoice: 23-2247117-9/9 AMBULANCE REFUND 290.00 12012000 4329 Fire Gen - Ambulance CHECK 506278 TOTAL: 290.00 506279 04/25/2025 PRTD 999998 MUSOLF, LINDA 24-1676095 03/19/2025 20250425 75.00 Invoice: 24-1676095 AMBULANCE REFUND 75.00 12012000 4329 Fire Gen - Ambulance CHECK 506279 TOTAL: 75.00 Page 173 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/24/2025 10:38User: 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 506280 04/25/2025 PRTD 999998 NELSON, STEVEN B 24-2686694 02/25/2025 20250425 93.52 Invoice: 24-2686694 AMBULANCE REFUND 93.52 12012000 4329 Fire Gen - Ambulance CHECK 506280 TOTAL: 93.52 506281 04/25/2025 PRTD 999998 NYBERG, GRANT 24-1021707 01/08/2025 20250425 1,016.76 Invoice: 24-1021707 AMBULANCE REFUND 1,016.76 12012000 4329 Fire Gen - Ambulance CHECK 506281 TOTAL: 1,016.76 506282 04/25/2025 PRTD 999998 OSADCKY, BARBARA 24-1769150-1/27 03/18/2025 20250425 114.96 Invoice: 24-1769150-1/27 AMBULANCE REFUND 114.96 12012000 4329 Fire Gen - Ambulance CHECK 506282 TOTAL: 114.96 506283 04/25/2025 PRTD 999998 OSADCKY, BARBARA 24-1769150-3/19 04/21/2025 20250425 114.96 Invoice: 24-1769150-3/19 AMBULANCE REFUND 114.96 12012000 4329 Fire Gen - Ambulance CHECK 506283 TOTAL: 114.96 506284 04/25/2025 PRTD 999998 WEATHERBY, CARY R 23-1909095 04/09/2025 20250425 275.00 Invoice: 23-1909095 AMBULANCE REFUND 275.00 12012000 4329 Fire Gen - Ambulance CHECK 506284 TOTAL: 275.00 506285 04/25/2025 PRTD 999998 WINSLOW, RICKY 24-1091384 02/25/2025 20250425 300.00 Invoice: 24-1091384 AMBULANCE REFUND 300.00 12012000 4329 Fire Gen - Ambulance CHECK 506285 TOTAL: 300.00 506286 04/25/2025 PRTD 999998 ZISKIN, ALAN 24-2046773 03/21/2025 20250425 97.27 Invoice: 24-2046773 AMBULANCE REFUND 97.27 12012000 4329 Fire Gen - Ambulance CHECK 506286 TOTAL: 97.27 Page 174 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/24/2025 10:38User: 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 506287 04/25/2025 PRTD 999995 Hale Design Build ED204806-REFUND 04/07/2025 20250425 10,000.00 Invoice: ED204806-REFUND ED204806 4022 Lynn Ave 10,000.00 1000 2064 GF Bal Sh - BldgEscrow CHECK 506287 TOTAL: 10,000.00 506288 04/25/2025 PRTD 999994 Brandenburg, Heidi P-11-2025-REFUND 04/16/2025 20250425 87.22 Invoice: P-11-2025-REFUND Parking Permit Refund 80.00 40840801 4134 Faclt CP - PermParkng 7.22 4000 2039 Cap Prj BS - Sls&UseTax CHECK 506288 TOTAL: 87.22 506289 04/25/2025 PRTD 999997 EDIN, JUDY 139748 04/09/2025 20250425 68.86 Invoice: 139748 UB 0153828016 7033 VALLEY VIEW 68.86 59005900 1211 Wat BS - Accts Rec CHECK 506289 TOTAL: 68.86 506290 04/25/2025 PRTD 100944 PAUSTIS WINE COMPANY 262762 04/08/2025 20250425 2,519.00 Invoice: 262762 24.00 58258201 5513 Grnd Sell - CGS Wine 2,495.00 5800 1353 Liquor BS - Inv Wine PAUSTIS WINE COMPANY 263317 04/15/2025 20250425 900.00 Invoice: 263317 21.00 58158101 5513 Sthdl Sell - CGS Wine 879.00 5800 1353 Liquor BS - Inv Wine PAUSTIS WINE COMPANY 263334 04/15/2025 20250425 835.00 Invoice: 263334 15.00 58058001 5513 50th Sell - CGS Wine 820.00 5800 1353 Liquor BS - Inv Wine PAUSTIS WINE COMPANY 263333 04/15/2025 20250425 1,817.00 Invoice: 263333 30.00 58258201 5513 Grnd Sell - CGS Wine 1,787.00 5800 1353 Liquor BS - Inv Wine CHECK 506290 TOTAL: 6,071.00 506291 04/25/2025 PRTD 100945 PEPSI-COLA COMPANY 53599010 04/14/2025 20250425 428.42 Invoice: 53599010 428.42 55055002 5510 Concession - CGS Page 175 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/24/2025 10:38User: 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 CHECK 506291 TOTAL: 428.42 506292 04/25/2025 PRTD 100119 PING INC 18099949 03/07/2025 20250425 304.45 Invoice: 18099949 13.75 52052006 5510 Ret Sales - CGS 290.70 52005200 1356 Course BS - Inventory CHECK 506292 TOTAL: 304.45 506293 04/25/2025 PRTD 161389 PINNED GOLF LLC 2025-23245 03/24/2025 20250425 1,124.93 Invoice: 2025-23245 19.99 52052006 5510 Ret Sales - CGS 1,104.94 52005200 1356 Course BS - Inventory CHECK 506293 TOTAL: 1,124.93 506294 04/25/2025 PRTD 100958 PLUNKETT'S PEST CONTROL 9094899 04/07/2025 20250425 98.80 Invoice: 9094899 April Pest control 98.80 51051000 6103 Admin/Ops - Prof Svrs PLUNKETT'S PEST CONTROL 9099822 04/10/2025 20250425 111.74 Invoice: 9099822 111.74 71071001 6103 Main Bldng - Prof Svrs CHECK 506294 TOTAL: 210.54 506295 04/25/2025 PRTD 129706 PREMIUM WATERS INC 310734126 04/09/2025 20250425 94.91 Invoice: 310734126 Water @ EP, April (Qty Charge) 94.91 54054000 6406 Admin - SupOther CHECK 506295 TOTAL: 94.91 506296 04/25/2025 PRTD 108875 PRESCRIPTION LANDSCAPE 178539 04/04/2025 20250425 296.14 Invoice: 178539 296.14 E ENG98001.MISCELLAN .SERVICES . 40840801 6103 Faclt CP - Prof Svrs CHECK 506296 TOTAL: 296.14 506297 04/25/2025 PRTD 160158 PRG AMERICAS, LLC 16253 04/08/2025 20250425 944.00 Invoice: 16253 914.00 52005200 1356 Course BS - Inventory 30.00 52052006 5510 Ret Sales - CGS Page 176 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/24/2025 10:38User: 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 CHECK 506297 TOTAL: 944.00 506298 04/25/2025 PRTD 105690 PRO-TEC DESIGN INC 118500 03/31/2025 22500009 20250425 18,897.12 Invoice: 118500 Milestone Support Agreement 18,897.12 62062000 6230 I.T. Gen - SrvCntrcts CHECK 506298 TOTAL: 18,897.12 506299 04/25/2025 PRTD 143618 PRYES BREWING COMPANY LLC W-95734 04/09/2025 20250425 636.25 Invoice: W-95734 636.25 5800 1354 Liquor BS - Inv Beer PRYES BREWING COMPANY LLC W-95777 04/09/2025 20250425 310.00 Invoice: W-95777 310.00 5800 1354 Liquor BS - Inv Beer PRYES BREWING COMPANY LLC W-95740 04/09/2025 20250425 66.50 Invoice: W-95740 66.50 5800 1354 Liquor BS - Inv Beer CHECK 506299 TOTAL: 1,012.75 506300 04/25/2025 PRTD 133091 RANGE SERVANT AMERICA INC 141517 04/10/2025 20250425 75.00 Invoice: 141517 75.00 52052003 6556 Dr Range - Tools & Accessories CHECK 506300 TOTAL: 75.00 506301 04/25/2025 PRTD 160758 HEDAYA CAPITAL GROUP, INC INV20380 04/09/2025 20250425 660.00 Invoice: INV20380 660.00 52005200 1356 Course BS - Inventory CHECK 506301 TOTAL: 660.00 506302 04/25/2025 PRTD 160732 ROTARY CLUB OF EDINA 9833 04/05/2025 20250425 429.75 Invoice: 9833 Neal Q4 APR-JUN 2025 429.75 10110100 6105 Admin Gen - Dues&Sub CHECK 506302 TOTAL: 429.75 506303 04/25/2025 PRTD 100988 SAFETY KLEEN SYSTEMS INC 96800508 04/08/2025 20250425 879.63 Invoice: 96800508 879.63 61061004 6610 PW Equip - Saf Equip Page 177 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/24/2025 10:38User: 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 CHECK 506303 TOTAL: 879.63 506304 04/25/2025 PRTD 103409 KELBRO COMPANY 75-00048 04/10/2025 20250425 43.93 Invoice: 75-00048 4.00 58058001 5515 50th Sell - CGS Other 39.93 5800 1355 Liquor BS - Inv Misc KELBRO COMPANY 75-00050 04/10/2025 20250425 342.07 Invoice: 75-00050 4.00 58258201 5515 Grnd Sell - CGS Other 338.07 5800 1355 Liquor BS - Inv Misc KELBRO COMPANY 75-00052 04/10/2025 20250425 83.84 Invoice: 75-00052 4.00 58158101 5515 Sthdl Sell - CGS Other 79.84 5800 1355 Liquor BS - Inv Misc CHECK 506304 TOTAL: 469.84 506305 04/25/2025 PRTD 100995 SHORT-ELLIOT-HENDRICKSON INCORPOR 485480 04/08/2025 20250425 21,943.32 Invoice: 485480 Braemar Golf Course Restroom 21,943.32 E FAC25124.DESIGN&BID. . 52005200 1605 Course BS - PurchCIP SHORT-ELLIOT-HENDRICKSON INCORPOR 485803 04/08/2025 20250425 9,465.74 Invoice: 485803 Wooddale Ave Bridge Final Desi 9,465.74 E ENG21014.PRELIM DES.CONSULTING. 40840800 6715 Eng CP - CapInfrast SHORT-ELLIOT-HENDRICKSON INCORPOR 485794 04/08/2025 20250425 526.89 Invoice: 485794 Wooddale Ave Bridge Final Desi 526.89 E ENG21014.PRELIM DES.CONSULTING. 40840800 6715 Eng CP - CapInfrast CHECK 506305 TOTAL: 31,935.95 506306 04/25/2025 PRTD 120784 WALSH GRAPHICS INC 20266 04/02/2025 20250425 185.00 Invoice: 20266 Knutson Construction West Rink Dasher 185.00 55055000 6103 Admin - Prof Svrs CHECK 506306 TOTAL: 185.00 506307 04/25/2025 PRTD 132195 SMALL LOT COOP MN92870 04/15/2025 20250425 446.16 Invoice: MN92870 6.00 58158101 5513 Sthdl Sell - CGS Wine Page 178 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/24/2025 10:38User: 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 440.16 5800 1353 Liquor BS - Inv Wine SMALL LOT COOP MN92869 04/15/2025 20250425 181.50 Invoice: MN92869 1.50 58158101 5512 Sthdl Sell - CGS Liq 180.00 5800 1352 Liquor BS - Inv Liq SMALL LOT COOP MN92871 04/15/2025 20250425 113.52 Invoice: MN92871 1.50 58158101 5515 Sthdl Sell - CGS Other 112.02 5800 1355 Liquor BS - Inv Misc SMALL LOT COOP MN92868 04/15/2025 20250425 768.24 Invoice: MN92868 768.24 5800 1353 Liquor BS - Inv Wine CHECK 506307 TOTAL: 1,509.42 506308 04/25/2025 PRTD 161282 SONETICS CORPORATION INV359260 12/23/2024 20250425 306.62 Invoice: INV359260 306.62 14014001 6406 Gen Mntce - SupOther CHECK 506308 TOTAL: 306.62 506309 04/25/2025 PRTD 101000 RJM PRINTING INC 131484012 04/09/2025 20250425 132.63 Invoice: 131484012 Business cards for Bill and Kyle. 53.19 58058000 6406 50th AdGe - SupOther 79.44 10510500 6575 Plan Gen - Printing CHECK 506309 TOTAL: 132.63 506310 04/25/2025 PRTD 127878 SOUTHERN GLAZERS WINE & SPIRITS L 2609296 04/09/2025 20250425 3,559.62 Invoice: 2609296 15.20 58158101 5512 Sthdl Sell - CGS Liq 3,544.42 5800 1352 Liquor BS - Inv Liq SOUTHERN GLAZERS WINE & SPIRITS L 2609291 04/09/2025 20250425 663.32 Invoice: 2609291 5.07 58158101 5512 Sthdl Sell - CGS Liq 658.25 5800 1352 Liquor BS - Inv Liq SOUTHERN GLAZERS WINE & SPIRITS L 2609292 04/09/2025 20250425 2,839.47 Invoice: 2609292 24.80 58158101 5512 Sthdl Sell - CGS Liq 2,814.67 5800 1352 Liquor BS - Inv Liq SOUTHERN GLAZERS WINE & SPIRITS L 2609294 04/09/2025 20250425 524.36 Invoice: 2609294 7.20 58158101 5513 Sthdl Sell - CGS Wine Page 179 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/24/2025 10:38User: 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 517.16 5800 1353 Liquor BS - Inv Wine SOUTHERN GLAZERS WINE & SPIRITS L 2609297 04/09/2025 20250425 45.79 Invoice: 2609297 .80 58158101 5513 Sthdl Sell - CGS Wine 44.99 5800 1353 Liquor BS - Inv Wine SOUTHERN GLAZERS WINE & SPIRITS L 2609293 04/09/2025 20250425 602.64 Invoice: 2609293 6.40 58158101 5513 Sthdl Sell - CGS Wine 596.24 5800 1353 Liquor BS - Inv Wine SOUTHERN GLAZERS WINE & SPIRITS L 2609295 04/09/2025 20250425 83.40 Invoice: 2609295 2.40 58158101 5515 Sthdl Sell - CGS Other 81.00 5800 1355 Liquor BS - Inv Misc SOUTHERN GLAZERS WINE & SPIRITS L 2609298 04/09/2025 20250425 3,604.13 Invoice: 2609298 13.87 58258201 5512 Grnd Sell - CGS Liq 3,590.26 5800 1352 Liquor BS - Inv Liq SOUTHERN GLAZERS WINE & SPIRITS L 2609303 04/09/2025 20250425 27.80 Invoice: 2609303 .80 58258201 5515 Grnd Sell - CGS Other 27.00 5800 1355 Liquor BS - Inv Misc SOUTHERN GLAZERS WINE & SPIRITS L 2609301 04/09/2025 20250425 297.71 Invoice: 2609301 .80 58258201 5512 Grnd Sell - CGS Liq 296.91 5800 1352 Liquor BS - Inv Liq SOUTHERN GLAZERS WINE & SPIRITS L 2609300 04/09/2025 20250425 1,991.08 Invoice: 2609300 12.80 58258201 5513 Grnd Sell - CGS Wine 1,978.28 5800 1353 Liquor BS - Inv Wine SOUTHERN GLAZERS WINE & SPIRITS L 2609299 04/09/2025 20250425 626.33 Invoice: 2609299 6.33 58258201 5513 Grnd Sell - CGS Wine 620.00 5800 1353 Liquor BS - Inv Wine SOUTHERN GLAZERS WINE & SPIRITS L 2609302 04/09/2025 20250425 91.58 Invoice: 2609302 1.60 58258201 5513 Grnd Sell - CGS Wine 89.98 5800 1353 Liquor BS - Inv Wine SOUTHERN GLAZERS WINE & SPIRITS L 2609288 04/09/2025 20250425 1,814.96 Invoice: 2609288 4.07 58058001 5512 50th Sell - CGS Liq 1,810.89 5800 1352 Liquor BS - Inv Liq Page 180 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/24/2025 10:38User: 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 SOUTHERN GLAZERS WINE & SPIRITS L 2609287 04/09/2025 20250425 180.80 Invoice: 2609287 .80 58058001 5513 50th Sell - CGS Wine 180.00 5800 1353 Liquor BS - Inv Wine SOUTHERN GLAZERS WINE & SPIRITS L 2609286 04/09/2025 20250425 229.60 Invoice: 2609286 1.60 58058001 5513 50th Sell - CGS Wine 228.00 5800 1353 Liquor BS - Inv Wine SOUTHERN GLAZERS WINE & SPIRITS L 2609289 04/09/2025 20250425 45.79 Invoice: 2609289 .80 58058001 5513 50th Sell - CGS Wine 44.99 5800 1353 Liquor BS - Inv Wine SOUTHERN GLAZERS WINE & SPIRITS L 2609290 04/09/2025 20250425 213.00 Invoice: 2609290 8.00 58058001 5515 50th Sell - CGS Other 205.00 5800 1355 Liquor BS - Inv Misc CHECK 506310 TOTAL: 17,441.38 506311 04/25/2025 PRTD 139006 DEPARTMENT OF CORRECTIONS 00000860239 04/07/2025 20250425 13,125.00 Invoice: 00000860239 PER CONTRACT # 237701, WORK CREW SERVICES 4/1/2025 13,125.00 40840800 6180 Eng CP - Rep&Maint CHECK 506311 TOTAL: 13,125.00 506312 04/25/2025 PRTD 139006 OFFICE OF MNIT SERVICES W25030606 04/11/2025 20250425 1,411.25 Invoice: W25030606 March 2025 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 196.94 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 56.40 58158100 6188 Sthdl AdGe - Telephone 326.59 16116101 6188 Outdr Rink - Telephone 59.38 59059001 6188 Wat GB - Telephone CHECK 506312 TOTAL: 1,411.25 Page 181 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/24/2025 10:38User: 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 506313 04/25/2025 PRTD 139006 OFFICE OF MNIT SERVICES W25030610 04/11/2025 20250425 308.90 Invoice: W25030610 March 2025 308.90 52052003 6103 Dr Range - Prof Svrs CHECK 506313 TOTAL: 308.90 506314 04/25/2025 PRTD 133068 STEEL TOE BREWING LLC 59889 04/09/2025 20250425 167.00 Invoice: 59889 167.00 5800 1354 Liquor BS - Inv Beer STEEL TOE BREWING LLC 59881 04/09/2025 20250425 503.00 Invoice: 59881 503.00 5800 1354 Liquor BS - Inv Beer STEEL TOE BREWING LLC 59902 04/09/2025 20250425 137.00 Invoice: 59902 137.00 5800 1354 Liquor BS - Inv Beer CHECK 506314 TOTAL: 807.00 506315 04/25/2025 PRTD 101015 STREICHERS INC I1755921 04/09/2025 20250425 310.83 Invoice: I1755921 PMAGS and Pistol Magazines SWAT - Penman 310.83 13213201 6203 Emgcy Res - Uniforms CHECK 506315 TOTAL: 310.83 506316 04/25/2025 PRTD 105874 SUBURBAN TIRE WHOLESALE INC 10206295 04/04/2025 20250425 190.78 Invoice: 10206295 190.78 61061009 6583 Pk Mant Eq - Tire&Tube SUBURBAN TIRE WHOLESALE INC 10206331 04/08/2025 20250425 642.56 Invoice: 10206331 642.56 61061005 6583 Police Eq - Tire&Tube CHECK 506316 TOTAL: 833.34 506317 04/25/2025 PRTD 160772 SUMMER LAKES BEVERAGE LLC 9326 04/10/2025 20250425 1,072.50 Invoice: 9326 1,072.50 5800 1355 Liquor BS - Inv Misc CHECK 506317 TOTAL: 1,072.50 506318 04/25/2025 PRTD 104932 TAYLOR MADE 38147207 03/10/2025 20250425 1,536.88 Invoice: 38147207 16.65 52052006 5510 Ret Sales - CGS 1,520.23 52005200 1356 Course BS - Inventory Page 182 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/24/2025 10:38User: 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 TAYLOR MADE 38147457 03/11/2025 20250425 328.53 Invoice: 38147457 16.30 52052006 5510 Ret Sales - CGS 312.23 52005200 1356 Course BS - Inventory CHECK 506318 TOTAL: 1,865.41 506319 04/25/2025 PRTD 122794 TENNANT SALES AND SERVICE COMPANY 921210739 04/08/2025 20250425 753.96 Invoice: 921210739 753.96 E ENG98001.MISCELLAN .SERVICES . 40840801 6103 Faclt CP - Prof Svrs CHECK 506319 TOTAL: 753.96 506320 04/25/2025 PRTD 129923 CONTEMPORARY INC V1097118 04/07/2025 20250425 185.51 Invoice: V1097118 Name tags for Braemar Golf, Karen, Foster. 8.37 16116103 6406 Senior Cen - SupOther 9.24 15000000 6406 Eng Gen - SupOther 167.90 52052000 6406 Golf Gen - SupOther CHECK 506320 TOTAL: 185.51 506321 04/25/2025 PRTD 124753 TOSHIBA FINANCIAL SERVICES 5033898120 04/05/2025 20250425 191.29 Invoice: 5033898120 191.29 71071000 6575 Admin - Printing CHECK 506321 TOTAL: 191.29 506322 04/25/2025 PRTD 101046 TWIN CITY FILTER SERVICE INC 0775011-IN 04/08/2025 20250425 934.37 Invoice: 0775011-IN 934.37 55055001 6180 Bldg/Grnds - Rep&Maint CHECK 506322 TOTAL: 934.37 506323 04/25/2025 PRTD 160648 UNIFIRST CORPORATION 1410134864 04/07/2025 20250425 376.32 Invoice: 1410134864 Customer# 1864623 PWK Shop 376.32 61061004 6201 PW Equip - Laundry UNIFIRST CORPORATION 1410134840 04/07/2025 20250425 40.08 Invoice: 1410134840 Customer# 1863189 PWK UTILITIES 40.08 59059001 6201 Wat GB - Laundry UNIFIRST CORPORATION 1410134860 04/07/2025 20250425 44.05 Invoice: 1410134860 Customer# 1864419 STREETS 44.05 14014001 6201 Gen Mntce - Laundry Page 183 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/24/2025 10:38User: 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 UNIFIRST CORPORATION 1410134844 04/07/2025 20250425 14.57 Invoice: 1410134844 Customer# 1863223 P&R 14.57 17017006 6201 Bldg Maint - Laundry UNIFIRST CORPORATION 1410134847 04/07/2025 20250425 59.31 Invoice: 1410134847 Customer# 1941169 - ENG FACILITIES, HVAC 59.31 63063001 6201 PW Fac - Laundry CHECK 506323 TOTAL: 534.33 506324 04/25/2025 PRTD 145567 UNMAPPED BREWING COMPANY LLC E-4835 04/15/2025 20250425 124.00 Invoice: E-4835 124.00 5800 1354 Liquor BS - Inv Beer CHECK 506324 TOTAL: 124.00 506325 04/25/2025 PRTD 114236 USA BLUE BOOK INV00677540 04/10/2025 20250425 1,501.54 Invoice: INV00677540 1,501.54 59059002 6406 Wat Wells - SupOther CHECK 506325 TOTAL: 1,501.54 506326 04/25/2025 PRTD 100050 USPS 80990 04/17/2025 20250425 730.45 Invoice: 80990 Vernon100 Residents, Businesses & Purchased lists 730.45 E ENG23041.CONSTRUCTN.CONSULTING. 44044000 6715 Streets - CapInfrast CHECK 506326 TOTAL: 730.45 506327 04/25/2025 PRTD 100050 USPS 80991 04/17/2025 20250425 1,829.33 Invoice: 80991 Vernon100 Broad 1,829.33 E ENG23041.CONSTRUCTN.CONSULTING. 44044000 6715 Streets - CapInfrast CHECK 506327 TOTAL: 1,829.33 506328 04/25/2025 PRTD 100050 USPS 693144 04/22/2025 20250425 5,812.00 Invoice: 693144 Edition: Edina Postage for May 2025 2,906.00 10410400 6123 Comm Gen - Mgzn/News 2,906.00 25000000 6235 CAS - Postage CHECK 506328 TOTAL: 5,812.00 Page 184 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/24/2025 10:38User: 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 506329 04/25/2025 PRTD 101058 VAN PAPER COMPANY 103594 04/04/2025 20250425 188.62 Invoice: 103594 188.62 52052005 6511 Clubhouse - SupCustod VAN PAPER COMPANY 103809 04/08/2025 20250425 874.01 Invoice: 103809 874.01 17017005 6406 Litter Rem - SupOther CHECK 506329 TOTAL: 1,062.63 506330 04/25/2025 PRTD 144209 VENN BREWING COMPANY LLC 8609 04/09/2025 20250425 100.00 Invoice: 8609 100.00 5800 1354 Liquor BS - Inv Beer VENN BREWING COMPANY LLC 8610 04/09/2025 20250425 90.00 Invoice: 8610 90.00 5800 1356 Liquor BS - Inventory THC Bev VENN BREWING COMPANY LLC 8602 04/09/2025 20250425 160.00 Invoice: 8602 160.00 5800 1354 Liquor BS - Inv Beer CHECK 506330 TOTAL: 350.00 506331 04/25/2025 PRTD 160968 VERIFIED HOLDINGS LLC 361807 03/31/2025 20250425 2,304.00 Invoice: 361807 Background Screening for March 2,304.00 10910900 6175 HR Gen - EmpExams CHECK 506331 TOTAL: 2,304.00 506332 04/25/2025 PRTD 101064 VESSCO INC 097196 04/07/2025 20250425 1,510.02 Invoice: 097196 1,510.02 59059005 6530 Wat Treat - ReprParts CHECK 506332 TOTAL: 1,510.02 506333 04/25/2025 PRTD 151441 VESTIS 2500636304 03/25/2025 20250425 99.81 Invoice: 2500636304 99.81 58258200 6162 Grnd AdGe - CustodSvs VESTIS 2500642224 04/01/2025 20250425 167.40 Invoice: 2500642224 167.40 58158100 6162 Sthdl AdGe - CustodSvs VESTIS 2500642196 04/01/2025 20250425 291.17 Invoice: 2500642196 291.17 58258200 6162 Grnd AdGe - CustodSvs Page 185 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/24/2025 10:38User: 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 VESTIS 2500648093 04/08/2025 20250425 99.81 Invoice: 2500648093 99.81 58258200 6162 Grnd AdGe - CustodSvs CHECK 506333 TOTAL: 658.19 506334 04/25/2025 PRTD 119454 VINOCOPIA INC 0371061-IN 04/11/2025 20250425 234.50 Invoice: 0371061-IN 2.50 58058001 5513 50th Sell - CGS Wine 232.00 5800 1353 Liquor BS - Inv Wine VINOCOPIA INC 0371062-IN 04/11/2025 20250425 680.75 Invoice: 0371062-IN 8.75 58058001 5513 50th Sell - CGS Wine 672.00 5800 1353 Liquor BS - Inv Wine VINOCOPIA INC 0371063-IN 04/11/2025 20250425 222.25 Invoice: 0371063-IN 222.25 5800 1352 Liquor BS - Inv Liq VINOCOPIA INC 0371065-IN 04/11/2025 20250425 976.25 Invoice: 0371065-IN 16.25 58258201 5513 Grnd Sell - CGS Wine 960.00 5800 1353 Liquor BS - Inv Wine VINOCOPIA INC 0371064-IN 04/11/2025 20250425 137.25 Invoice: 0371064-IN 1.25 58258201 5513 Grnd Sell - CGS Wine 136.00 5800 1353 Liquor BS - Inv Wine VINOCOPIA INC 0371060-IN 04/11/2025 20250425 310.25 Invoice: 0371060-IN 1.25 58158101 5512 Sthdl Sell - CGS Liq 309.00 5800 1352 Liquor BS - Inv Liq VINOCOPIA INC 0371059-IN 04/11/2025 20250425 486.25 Invoice: 0371059-IN 6.25 58158101 5513 Sthdl Sell - CGS Wine 480.00 5800 1353 Liquor BS - Inv Wine CHECK 506334 TOTAL: 3,047.50 506335 04/25/2025 PRTD 161085 WACONIA VETERINARY CLINIC PA 521 04/04/2025 20250425 107.60 Invoice: 521 107.60 E POL06001.MISCELLAN .SUPPLIES . 13013005 6406 Crime Fund - SupOther Page 186 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/24/2025 10:38User: 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 CHECK 506335 TOTAL: 107.60 506336 04/25/2025 PRTD 135181 WATERFORD OIL CO INC 232806 04/02/2025 20250425 1,810.08 Invoice: 232806 1,400.00 52052001 6581 18-Hole - Gasoline 410.08 52052002 6581 9-Hole - Gasoline WATERFORD OIL CO INC 232807 04/02/2025 20250425 419.64 Invoice: 232807 419.64 52052003 6581 Dr Range - Gasoline CHECK 506336 TOTAL: 2,229.72 506337 04/25/2025 PRTD 160537 WEX HEALTH INC 0002140323-IN 04/08/2025 20250425 1,061.75 Invoice: 0002140323-IN 3-2025 WEX Invoice 1,061.75 10910900 6160 HR Gen - Sftwr&Data CHECK 506337 TOTAL: 1,061.75 506338 04/25/2025 PRTD 101033 WINE COMPANY 296839 04/09/2025 20250425 294.00 Invoice: 296839 2.00 58158101 5512 Sthdl Sell - CGS Liq 292.00 5800 1352 Liquor BS - Inv Liq WINE COMPANY 296843 04/09/2025 20250425 1,476.00 Invoice: 296843 24.00 58158101 5513 Sthdl Sell - CGS Wine 1,452.00 5800 1353 Liquor BS - Inv Wine WINE COMPANY 296841 04/09/2025 20250425 2,508.00 Invoice: 296841 40.00 58258201 5513 Grnd Sell - CGS Wine 2,468.00 5800 1353 Liquor BS - Inv Wine WINE COMPANY 296840 04/09/2025 20250425 212.00 Invoice: 296840 2.00 58058001 5512 50th Sell - CGS Liq 210.00 5800 1352 Liquor BS - Inv Liq WINE COMPANY 296842 04/09/2025 20250425 1,174.00 Invoice: 296842 16.00 58058001 5513 50th Sell - CGS Wine 1,158.00 5800 1353 Liquor BS - Inv Wine CHECK 506338 TOTAL: 5,664.00 Page 187 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/24/2025 10:38User: 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 506339 04/25/2025 PRTD 144412 WINEBOW MN00164375 04/10/2025 20250425 168.00 Invoice: MN00164375 168.00 5800 1352 Liquor BS - Inv Liq WINEBOW MN00164376 04/10/2025 20250425 675.00 Invoice: MN00164376 675.00 5800 1353 Liquor BS - Inv Wine WINEBOW MN00164412 04/10/2025 20250425 405.00 Invoice: MN00164412 405.00 5800 1353 Liquor BS - Inv Wine WINEBOW MN00164379 04/10/2025 20250425 1,512.00 Invoice: MN00164379 1,512.00 5800 1353 Liquor BS - Inv Wine WINEBOW MN00164378 04/10/2025 20250425 84.00 Invoice: MN00164378 84.00 5800 1352 Liquor BS - Inv Liq CHECK 506339 TOTAL: 2,844.00 506340 04/25/2025 PRTD 118395 WITMER PUBLIC SAFETY GROUP INC INV663379 04/10/2025 20250425 385.04 Invoice: INV663379 385.04 72000000 6406 MN TF 1 - SupOther CHECK 506340 TOTAL: 385.04 506341 04/25/2025 PRTD 160680 WM MUELLER & SONS INC 309891 04/09/2025 20250425 171.70 Invoice: 309891 171.70 14014001 6518 Gen Mntce - Blacktop CHECK 506341 TOTAL: 171.70 506342 04/25/2025 PRTD 142162 WOODEN HILL BREWING COMPANY LLC E-1257 04/14/2025 20250425 430.80 Invoice: E-1257 430.80 5800 1354 Liquor BS - Inv Beer WOODEN HILL BREWING COMPANY LLC E-1260 04/15/2025 20250425 164.40 Invoice: E-1260 164.40 5800 1354 Liquor BS - Inv Beer CHECK 506342 TOTAL: 595.20 506343 04/25/2025 PRTD 160299 WOODEN SHIP BREWING COMPANY 000975 04/09/2025 20250425 193.20 Invoice: 000975 193.20 5800 1354 Liquor BS - Inv Beer Page 188 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/24/2025 10:38User: 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 CHECK 506343 TOTAL: 193.20 506344 04/25/2025 PRTD 127774 WORLDWIDE CELLARS INC INV-009210 04/15/2025 20250425 125.00 Invoice: INV-009210 5.00 58058001 5513 50th Sell - CGS Wine 120.00 5800 1353 Liquor BS - Inv Wine WORLDWIDE CELLARS INC INV-009209 04/15/2025 20250425 253.04 Invoice: INV-009209 5.00 58258201 5513 Grnd Sell - CGS Wine 248.04 5800 1353 Liquor BS - Inv Wine CHECK 506344 TOTAL: 378.04 506345 04/25/2025 PRTD 103410 WW GOETSCH ASSOCIATES INC 114370 04/03/2025 20250425 6,197.00 Invoice: 114370 Replace leaking circ pump/valve to pool boiler 6,197.00 54054001 6180 Operations - Rep&Maint CHECK 506345 TOTAL: 6,197.00 506346 04/25/2025 PRTD 100932 XCEL ENERGY 917746269-03/25 03/06/2025 20250425 24,451.00 Invoice: 917746269-03/25 Barrie, Heritage, 65th, York S 24,451.00 E ENG24100.CONSTRUCTN.CNTRCT PMT. 44044000 6715 Streets - CapInfrast CHECK 506346 TOTAL: 24,451.00 506347 04/25/2025 PRTD 101572 ZARNOTH BRUSH WORKS INC 0201572-IN 04/02/2025 20250425 4,478.00 Invoice: 0201572-IN 4,478.00 59259204 6530 Stm St Cln - ReprParts CHECK 506347 TOTAL: 4,478.00 506348 04/25/2025 PRTD 160679 POWER-CELL LLC 277780 04/01/2025 20250425 249.95 Invoice: 277780 249.95 52005200 1356 Course BS - Inventory CHECK 506348 TOTAL: 249.95 506349 04/25/2025 PRTD 101091 ZIEGLER INC IN001863923 04/05/2025 20250425 355.92 Invoice: IN001863923 355.92 61061004 6584 PW Equip - Lubricants ZIEGLER INC IN001863901 04/05/2025 20250425 297.91 Page 189 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/24/2025 10:38User: 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 Invoice: IN001863901 297.91 61061004 6530 PW Equip - ReprParts CHECK 506349 TOTAL: 653.83 506350 04/25/2025 PRTD 160252 HANCE UTILITY SERVICE, INC. 38802A 04/05/2025 20250425 2,976.94 Invoice: 38802A 2024 & 2025 Electrical Locatin 2,976.94 15415404 6102 Elec Locat - Contr Svrs CHECK 506350 TOTAL: 2,976.94 20250312 04/25/2025 MANL 160246 QUADIENT FINANCE USA INC 8365-04/25 04/01/2025 2,000.00 Invoice: 8365-04/25 Postage Machine Acct No 7900 0440 3620 8365 2,000.00 10110100 6235 Admin Gen - Postage CHECK 20250312 TOTAL: 2,000.00 NUMBER OF CHECKS 211 *** CASH ACCOUNT TOTAL *** 577,875.59 COUNT AMOUNT TOTAL PRINTED CHECKS 210 575,875.59 TOTAL MANUAL CHECKS 1 2,000.00 *** GRAND TOTAL *** 577,875.59 Page 190 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/24/2025 10:38User: PBehrProgram ID: apcshdsb Page 56 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 1284APP 5800-2010 Liquor BS - Accts Pay 154,920.92 04/25/2025 20250425 pjb AP CASH DISBURSEMENTS JOURNAL APP 9999-1012 Control BS - CashAP 577,875.59 04/25/2025 20250425 pjb AP CASH DISBURSEMENTS JOURNAL APP 1000-2010 GF Bal Sh - Accts Pay 159,877.65 04/25/2025 20250425 pjb AP CASH DISBURSEMENTS JOURNAL APP 59005900-2010 Wat BS - Accts Pay 20,434.70 04/25/2025 20250425 pjb AP CASH DISBURSEMENTS JOURNAL APP 6200-2010 I.T. BalSh - Accts Pay 38,900.09 04/25/2025 20250425 pjb AP CASH DISBURSEMENTS JOURNAL APP 52005200-2010 Course BS - Accts Pay 35,072.11 04/25/2025 20250425 pjb AP CASH DISBURSEMENTS JOURNAL APP 5700-2010 Cent Lk BS - Accts Pay 607.34 04/25/2025 20250425 pjb AP CASH DISBURSEMENTS JOURNAL APP 5500-2010 Arena BS - Accts Pay 3,597.43 04/25/2025 20250425 pjb AP CASH DISBURSEMENTS JOURNAL APP 5400-2010 EdinPrk BS - Accts Pay 8,082.33 04/25/2025 20250425 pjb AP CASH DISBURSEMENTS JOURNAL APP 6100-2010 Equ Op BS - Accts Pay 6,375.87 04/25/2025 20250425 pjb AP CASH DISBURSEMENTS JOURNAL APP 59005910-2010 Sew BS - Accts Pay 1,888.98 04/25/2025 20250425 pjb AP CASH DISBURSEMENTS JOURNAL APP 5100-2010 Art BalSh - Accts Pay 209.78 04/25/2025 20250425 pjb AP CASH DISBURSEMENTS JOURNAL APP 2300-2010 PACS BalSh - Accts Pay 8,835.50 04/25/2025 20250425 pjb AP CASH DISBURSEMENTS JOURNAL APP 59005920-2010 Stm BS - Accts Pay 12,374.74 04/25/2025 20250425 pjb AP CASH DISBURSEMENTS JOURNAL APP 6300-2010 FacMgmt BS - Accts Pay 9,424.44 04/25/2025 20250425 pjb AP CASH DISBURSEMENTS JOURNAL APP 6000-2010 Rsk Mg BS - Accts Pay 41.39 04/25/2025 20250425 pjb AP CASH DISBURSEMENTS JOURNAL APP 52005210-2010 Dome BS - Accts Pay 152.02 04/25/2025 20250425 pjb AP CASH DISBURSEMENTS JOURNAL APP 7200-2010 MNTF1 BS - Accts Pay 52,968.10 04/25/2025 20250425 pjb AP CASH DISBURSEMENTS JOURNAL APP 7100-2010 PSTF BS - Accts Pay 2,098.66 04/25/2025 20250425 pjb AP CASH DISBURSEMENTS JOURNAL APP 4000-2010 Cap Prj BS - Accts Pay 24,436.58 04/25/2025 20250425 pjb AP CASH DISBURSEMENTS JOURNAL APP 26026000-2010 HRA Admin - Accts Pay 4,830.00 04/25/2025 20250425 pjb AP CASH DISBURSEMENTS JOURNAL APP 2500-2010 CAS BalSh - Accts Pay 3,006.00 04/25/2025 20250425 pjb AP CASH DISBURSEMENTS JOURNAL APP 4200-2010 EquRep BS - Accts Pay 2,700.49 04/25/2025 20250425 pjb AP CASH DISBURSEMENTS JOURNAL APP 5300-2010 Aqu Ctr BS - Accts Pay 29.69 Page 191 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/24/2025 10:38User: PBehrProgram ID: apcshdsb Page 57 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 04/25/2025 20250425 pjb AP CASH DISBURSEMENTS JOURNAL APP 4400-2010 PIR CP BS - Accts Pay 27,010.78 04/25/2025 20250425 pjb AP CASH DISBURSEMENTS JOURNAL GENERAL LEDGER TOTAL 577,875.59 577,875.59 APP 9999-2099 Control BS - PoolCashL 577,875.59 04/25/2025 20250425 pjb APP 5800-1010 Liquor BS - Cash 154,920.92 04/25/2025 20250425 pjb APP 1000-1010 GF Bal Sh - Cash 159,877.65 04/25/2025 20250425 pjb APP 59005900-1010 Wat BS - Cash 20,434.70 04/25/2025 20250425 pjb APP 6200-1010 I.T. BalSh - Cash 38,900.09 04/25/2025 20250425 pjb APP 52005200-1010 Course BS - Cash 35,072.11 04/25/2025 20250425 pjb APP 5700-1010 Cent Lk BS - Cash 607.34 04/25/2025 20250425 pjb APP 5500-1010 Arena BS - Cash 3,597.43 04/25/2025 20250425 pjb APP 5400-1010 EdinPrk BS - Cash 8,082.33 04/25/2025 20250425 pjb APP 6100-1010 Equ Op BS - Cash 6,375.87 04/25/2025 20250425 pjb APP 59005910-1010 Sew BS - Cash 1,888.98 04/25/2025 20250425 pjb APP 5100-1010 Art BalSh - Cash 209.78 04/25/2025 20250425 pjb APP 2300-1010 PACS BalSh - Cash 8,835.50 04/25/2025 20250425 pjb APP 59005920-1010 Stm BS - Cash 12,374.74 04/25/2025 20250425 pjb APP 6300-1010 FacMgmt BS - Cash 9,424.44 04/25/2025 20250425 pjb APP 6000-1010 Rsk Mg BS - Cash 41.39 04/25/2025 20250425 pjb APP 52005210-1010 Dome BS - Cash 152.02 04/25/2025 20250425 pjb APP 7200-1010 MNTF1 BS - Cash 52,968.10 04/25/2025 20250425 pjb APP 7100-1010 PSTF BS - Cash 2,098.66 04/25/2025 20250425 pjb APP 4000-1010 Cap Prj BS - Cash 24,436.58 04/25/2025 20250425 pjb APP 26026000-1010 HRA Admin - Cash 4,830.00 04/25/2025 20250425 pjb Page 192 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/24/2025 10:38User: PBehrProgram ID: apcshdsb Page 58 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 2500-1010 CAS BalSh - Cash 3,006.00 04/25/2025 20250425 pjb APP 4200-1010 EquRep BS - Cash 2,700.49 04/25/2025 20250425 pjb APP 5300-1010 Aqu Ctr BS - Cash 29.69 04/25/2025 20250425 pjb APP 4400-1010 PIR CP BS - Cash 27,010.78 04/25/2025 20250425 pjb SYSTEM GENERATED ENTRIES TOTAL 577,875.59 577,875.59 JOURNAL 2025/04/1284 TOTAL 1,155,751.18 1,155,751.18 Page 193 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/24/2025 10:38User: PBehrProgram ID: apcshdsb Page 59 JOURNAL ENTRIES TO BE CREATED FUND BALANCE SEG YEAR PER JNL EFF DATE DEBIT CREDIT ACCOUNT ACCOUNT DESCRIPTION 1000 General 2025 4 1284 04/25/2025 1000-1010 GF Bal Sh - Cash 159,877.65 1000-2010 GF Bal Sh - Accts Pay 159,877.65 FUND TOTAL 159,877.65 159,877.65 2300 Pedestrian and Cyclist Safety 2025 4 1284 04/25/2025 2300-1010 PACS BalSh - Cash 8,835.50 2300-2010 PACS BalSh - Accts Pay 8,835.50 FUND TOTAL 8,835.50 8,835.50 2500 Conservation & Sustainability 2025 4 1284 04/25/2025 2500-1010 CAS BalSh - Cash 3,006.00 2500-2010 CAS BalSh - Accts Pay 3,006.00 TOTAL 3,006.00 3,006.00 FUND TOTAL 3,006.00 3,006.00 2600 26000 HRA /HRA Admini 2025 4 1284 04/25/2025 26026000-1010 HRA Admin - Cash 4,830.00 26026000-2010 HRA Admin - Accts Pay 4,830.00 FUND TOTAL 4,830.00 4,830.00 4000 Capital Projects 2025 4 1284 04/25/2025 4000-1010 Cap Prj BS - Cash 24,436.58 4000-2010 Cap Prj BS - Accts Pay 24,436.58 FUND TOTAL 24,436.58 24,436.58 4200 Equipment Replacement 2025 4 1284 04/25/2025 4200-1010 EquRep BS - Cash 2,700.49 4200-2010 EquRep BS - Accts Pay 2,700.49 FUND TOTAL 2,700.49 2,700.49 4400 PIR Capital Projects 2025 4 1284 04/25/2025 4400-1010 PIR CP BS - Cash 27,010.78 4400-2010 PIR CP BS - Accts Pay 27,010.78 FUND TOTAL 27,010.78 27,010.78 5100 Art Center 2025 4 1284 04/25/2025 5100-1010 Art BalSh - Cash 209.78 5100-2010 Art BalSh - Accts Pay 209.78 Page 194 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/24/2025 10:38User: PBehrProgram ID: apcshdsb Page 60 JOURNAL ENTRIES TO BE CREATED FUND BALANCE SEG YEAR PER JNL EFF DATE DEBIT CREDIT ACCOUNT ACCOUNT DESCRIPTION TOTAL 209.78 209.78 FUND TOTAL 209.78 209.78 5200 5200 Golf /Braemar Go 2025 4 1284 04/25/2025 52005200-1010 Course BS - Cash 35,072.11 52005200-2010 Course BS - Accts Pay 35,072.11 5200 TOTAL 35,072.11 35,072.11 5200 5210 Golf /Braemar Go 2025 4 1284 04/25/2025 52005210-1010 Dome BS - Cash 152.02 52005210-2010 Dome BS - Accts Pay 152.02 FUND TOTAL 35,224.13 35,224.13 5300 Aquatic Center 2025 4 1284 04/25/2025 5300-1010 Aqu Ctr BS - Cash 29.69 5300-2010 Aqu Ctr BS - Accts Pay 29.69 FUND TOTAL 29.69 29.69 5400 Edinborough Park 2025 4 1284 04/25/2025 5400-1010 EdinPrk BS - Cash 8,082.33 5400-2010 EdinPrk BS - Accts Pay 8,082.33 FUND TOTAL 8,082.33 8,082.33 5500 Braemar Arena 2025 4 1284 04/25/2025 5500-1010 Arena BS - Cash 3,597.43 5500-2010 Arena BS - Accts Pay 3,597.43 FUND TOTAL 3,597.43 3,597.43 5700 Centennial Lakes 2025 4 1284 04/25/2025 5700-1010 Cent Lk BS - Cash 607.34 5700-2010 Cent Lk BS - Accts Pay 607.34 FUND TOTAL 607.34 607.34 5800 Liquor 2025 4 1284 04/25/2025 5800-1010 Liquor BS - Cash 154,920.92 5800-2010 Liquor BS - Accts Pay 154,920.92 TOTAL 154,920.92 154,920.92 Page 195 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/24/2025 10:38User: PBehrProgram ID: apcshdsb Page 61 JOURNAL ENTRIES TO BE CREATED FUND BALANCE SEG YEAR PER JNL EFF DATE DEBIT CREDIT ACCOUNT ACCOUNT DESCRIPTION FUND TOTAL 154,920.92 154,920.92 5900 5900 Utl Fund /Water 2025 4 1284 04/25/2025 59005900-1010 Wat BS - Cash 20,434.70 59005900-2010 Wat BS - Accts Pay 20,434.70 5900 TOTAL 20,434.70 20,434.70 5900 5910 Utl Fund /Sanitary S 2025 4 1284 04/25/2025 59005910-1010 Sew BS - Cash 1,888.98 59005910-2010 Sew BS - Accts Pay 1,888.98 5910 TOTAL 1,888.98 1,888.98 5900 5920 Utl Fund /Storm Sewe 2025 4 1284 04/25/2025 59005920-1010 Stm BS - Cash 12,374.74 59005920-2010 Stm BS - Accts Pay 12,374.74 FUND TOTAL 34,698.42 34,698.42 6000 Risk Management 2025 4 1284 04/25/2025 6000-1010 Rsk Mg BS - Cash 41.39 6000-2010 Rsk Mg BS - Accts Pay 41.39 FUND TOTAL 41.39 41.39 6100 Equipment Operations 2025 4 1284 04/25/2025 6100-1010 Equ Op BS - Cash 6,375.87 6100-2010 Equ Op BS - Accts Pay 6,375.87 FUND TOTAL 6,375.87 6,375.87 6200 Information Technology 2025 4 1284 04/25/2025 6200-1010 I.T. BalSh - Cash 38,900.09 6200-2010 I.T. BalSh - Accts Pay 38,900.09 FUND TOTAL 38,900.09 38,900.09 6300 Facilities Management 2025 4 1284 04/25/2025 6300-1010 FacMgmt BS - Cash 9,424.44 6300-2010 FacMgmt BS - Accts Pay 9,424.44 FUND TOTAL 9,424.44 9,424.44 7100 PS Training Facility 2025 4 1284 04/25/2025 7100-1010 PSTF BS - Cash 2,098.66 7100-2010 PSTF BS - Accts Pay 2,098.66 Page 196 of 1042 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/24/2025 10:38User: PBehrProgram ID: apcshdsb Page 62 JOURNAL ENTRIES TO BE CREATED FUND BALANCE SEG YEAR PER JNL EFF DATE DEBIT CREDIT ACCOUNT ACCOUNT DESCRIPTION FUND TOTAL 2,098.66 2,098.66 7200 MN Task Force 1 2025 4 1284 04/25/2025 7200-1010 MNTF1 BS - Cash 52,968.10 7200-2010 MNTF1 BS - Accts Pay 52,968.10 FUND TOTAL 52,968.10 52,968.10 9999 Pooled Cash Fund 2025 4 1284 04/25/2025 9999-1012 Control BS - CashAP 577,875.59 9999-2099 Control BS - PoolCashL 577,875.59 FUND TOTAL 577,875.59 577,875.59 Page 197 of 1042 d ITEM REPORT Date: May 6, 2025 Item Activity: Approve Meeting: City Council Agenda Number: 6.3 Prepared By: Stephanie Hawkinson, Affordable Housing Development Manager Item Type: Other Department: Community Development Item Title: Agreement Permitting Redeployment of Repayment Proceeds for Grant Funds as Loan Proceeds Action Requested: Approve the Metropolitan Council Agreement Information/Background: Since 2015, the City has received seven grants from the Metropolitan Council to support four affordable housing developments: 66 West, Amundson Flats, The Sound on 76th, and 4040 Flats. Due to these developments also receiving Low Income Housing Tax Credits, which require other sources of funds to be loans rather than grants, these grant funds were passed-thru to the developers as deferred loans. In the agreements executed with the Metropolitan Council, upon loan term and repayment, the loan funds would be returned to the Metropolitan Council. In August 2024, the Metropolitan Council amended their program guidelines to give cities more flexibility on how the loan proceeds could be used upon repayment: • Use of Loan Repayments: Grantees who receive future repayments from loans made with LCA grants are authorized to either reinvest these funds to extend the affordability commitment of the original project or use them to advance their affordable and life-cycle housing goals in alignment with regional housing policy. • Reporting Requirement: Grantees must provide an annual informational report to the Council detailing the receipt and redeployment of repaid loan principal and interest. This report should outline how the funds will be used to support regional affordable and life-cycle housing goals and must be submitted annually as part of the Housing Policy and Production Survey conducted by the Council. • Non-Reinvestment of Funds: If repaid grant funds are not reinvested for one of the approved purposes, they must be returned to the Metropolitan Council for redeployment through new LCA grant awards, in accordance with the original grant agreement. If a grantee determines that funds will not be reinvested, they should notify the Grants Administration Team promptly. The Metropolitan Council requested that the attached Agreement be executed to reflect the new program guidelines that are retroactive to apply to previously approved awards. Resources/Financial Impacts: There are no budget implications. This agreement pertains to previously approved Metropolitan Council grants that have been deployed in constructed affordable housing developments. Page 198 of 1042 Relationship to City Policies: Not applicable. Budget Pillar:Use text snippets to include pillars on the item report. Livable City Values Impact:Use text snippets to in Stewardship The Agreement will provide the City with flexibility in the future to address the needs of affordable housing developments, whereby the loan repayments could be reinvested back into the developments to address rehabilitation or mechanical updates rather than being returned to the Metropolitan Council. Equity If in the future the Metropolitan Funds are reinvested into the developments, the affordability period could be extended. Supporting Documentation: 1. Met Council Agreement Page 199 of 1042 METROPOLITAN LIVABLE COMMUNITIES ACT AGREEMENT PERMITTING REDEPLOYMENT OF REPAYMENT PROCEEDS FOR GRANT FUNDS AS LOAN PROCEEDS Page 1 of 4 Loan Proceeds revised 12/4/24 GRANTEE: CITY OF EDINA THIS AGREEMENT PERMITTING REDEPLOYMENT OF REPAYMENT PROCEEDS FOR GRANT FUNDS AS LOAN PROCEEDS (“Redeployment Proceeds Agreement”) is made and entered into by the Metropolitan Council (“Council”) and the Municipality, County, or Development Authority identified above as “Grantee.” WHEREAS, the Grantee has previously received grant program funds for the Livable Communities Demonstration Account, Tax Base Revitalization Account, and/or the Local Housing Incentives Account grant programs (“Grant Funds”) and has used the Grant Funds made available under the agreements identified on Exhibit A to help fund the projects identified in the agreements (the “Prior Grant Agreements”), which are subject to any terms, conditions, and clarifications stated in the Prior Grant Agreements’ Council business items; and WHEREAS, the Council, pursuant to Business Item 2024-210 had recently clarified its policy that all Metropolitan Livable Communities Fund grants, including the Prior Grant Agreements, deployed as loans to permit recipients such as Grantee to use the loan proceeds to either: (1) repay any loan principal or interest proceeds to the Council; (2) reinvest loan proceeds to extend the affordability commitment in the Project; or (3) use the loan proceeds to advance its affordable and life-cycle housing goals regardless of whether the Prior Grant Agreements expressly permitted such repayment, reinvestment, or use. NOW THEREFORE, in reliance on the above statements and in consideration of the mutual promises and covenants contained in this Agreement, the Grantee and the Council agree as follows: 1. Notwithstanding any language in the Prior Grant Agreements to the contrary or absence of any language with respect to the same, the Parties expressly agree and acknowledge that as an alternative to repaying any loan principal or interest proceeds (“Repaid Grant Funds”) to the Council, the Grantee may either reinvest the loan proceeds to extend the affordability of the Project or use loan proceeds to advance its other affordable and life-cycle housing goals (“Redeployment of Repaid Grant Funds”). 2. The Parties expressly agree that, if the Grantee pursues Redeployment of Repaid Grant Funds, the Grantee shall report the Redeployment of Repaid Grant Funds to the Council in in its next annual Housing Policy and Production Survey. 3. Upon the Council’s review of any Redeployment of Repaid Grant Funds identified in the Grantee’s Housing Policy or Production Survey or otherwise, the Council reserves the right to request return of such funds if, after review, the Council determines such Redeployment of Page 200 of 1042 METROPOLITAN LIVABLE COMMUNITIES ACT AGREEMENT PERMITTING REDEPLOYMENT OF REPAYMENT PROCEEDS FOR GRANT FUNDS AS LOAN PROCEEDS Page 2 of 4 Loan Proceeds revised 12/4/24 Repaid Grants Funds does not comply with the Livable Communities Act program requirements, or affordable and life-cycle housing goals. Upon the Council’s request, the Grantee shall promptly return the Repaid Grant Funds. 4. The Parties agree that the provisions of Paragraphs 1 through 3 shall be deemed to be included as if fully stated and set forth in the Prior Grant Agreements and have the full force and effect as if set forth therein. 5. This Agreement may be executed in multiple counterparts, all of which when taken together shall comprise one (1) document. Delivery of an executed counterpart of a signature page of this Agreement by DocuSign (or similar electronic signature application), facsimile transmission or electronic transmission (e.g., “pdf” or “tif”) shall be effective as delivery of a manually executed counterpart of this Agreement. IN WITNESS WHEREOF, the Grantee and the Council have caused this Agreement to be executed by their duly authorized representatives. This Agreement is effective on the date of final execution by the Council. This space intentionally left blank. Signature page follows. Page 201 of 1042 Page 202 of 1042 METROPOLITAN LIVABLE COMMUNITIES ACT AGREEMENT PERMITTING REDEPLOYMENT OF REPAYMENT PROCEEDS FOR GRANT FUNDS AS LOAN PROCEEDS Page 4 of 4 Loan Proceeds revised 12/4/24 Exhibit A Prior Grant Agreements Grant Number Project Name Program Area Funding Year SG-03410 66 West TOD Development 2015 SG-04359 66 West LHIA 2015 SG-13317 Amundson Flats TBRA Cleanup 2019 SG-12570 The Sound on 76th LCDA Development 2019 SG-13610 The Sound on 76th LHIA 2019 SG-16604 Cornelia View LCDA Development 2021 SG-17455 Cornelia View LHIA 2021 Page 203 of 1042 d ITEM REPORT Date: May 6, 2025 Item Activity: Approve Meeting: City Council Agenda Number: 6.4 Prepared By: Stephanie Hawkinson, Affordable Housing Development Manager Item Type: Resolution Department: Community Development Item Title: Resolution No. 2025-26: Approving the Use of Hennepin County Environmental Response Fund for South Haven/Summit Point Recapitalization Action Requested: Adopt Resolution No. 2025-26 approving the Use of Hennepin County Environmental Response Fund for South Haven/Summit Point Recapitalization. Information/Background: On June 13, 2024 the City's Housing and Redevelopment Authority adopted Resolution No. 2024-03 supporting the preservation of Summit Point and South Haven through a pledge of $850,000. These two buildings are important assets in the city as they serve a very vulnerable population: seniors and people with disabilities who qualify for Section 8 housing. Between the two buildings, 129 apartments will be preserved to serve this population into the future. CommonBond Communities is seeking multiple sources of financing, including Hennepin County Environmental Response and Affordable Housing Incentive Funds, conduit bonds, sellers Note, among others. The County requires that the City approve of their funding being deployed into housing sites in the community. Resources/Financial Impacts: Not applicable. This action supports funding being received from Hennepin County. Relationship to City Policies: Preserving 129 units of affordable housing aligns with the Comprehensive Plan, the Climate Action Plan and the Housing Strategy Task Force Implementation Plan. Budget Pillar:Use text snippets to include pillars on the item report. Reliable Service Livable City Values Impact:Use text snippets Engagement South Haven and Summit Point have been serving some of the most vulnerable and disenfranchised Edina residents since 2006: very low- income seniors and people with disabilities. This is not the population Page 204 of 1042 that traditionally participates in the public process. Therefore, the Affordable Housing Development Manager and the Community Engagement Police Officer went to them to share information about the City and to open lines of communication. Public financial support to help with safety and aesthetic improvements of these two buildings symbolizes to these Edina residents that they are an important part of our community. Sustainability Generally renovating buildings is more environmentally sustainable than demolishing with debris going to landfills and building new using natural resources. More specifically, the renovation of South Haven and Summit Point will adhere to the Sustainable Buildings Policy by achieving the required points from Enterprise Green Communities. For example, CommonBond will be installing more energy efficient mechanical systems and windows, LED lighting, and energy efficient appliances. Health The financial request is to support affordable housing where the tenant’s portion of the rent is capped at 30% of their income, thus no resident is housing cost burdened which is a source of stress for 50% of Edina renters. The funding will also address the physical health by addressing accessibility, safety and security needs. In addition, as the buildings have not been renovated in 19-years they appear tired and in need up upgrades. Investment in the physical environment could be beneficial to the tenants’ lived experiences. Equity The refinancing and rehabilitation of both South Haven and Summit Point are necessary for the on-going operation of these two affordable apartments that serve 129 seniors and people with disabilities who have very low-incomes. They are two of very few apartments that are 100% covered by HAP contracts. Their preservation maintains the ability for the tenants to stay in Edina, with no alternatives if the buildings were to increase the rents to market rate, get sold or demolished. Supporting Documentation: 1. Resolution No. 2025-26 Page 205 of 1042 CITY OF EDINA HENNEPIN COUNTY, MINNESOTA RESOLUTION NO. 2025-26 APPROVING THE USE OF HENNEPIN COUNTY ENVIRONMENTAL RESPONSE FUND FOR SOUTH HAVEN/SUMMIT POINT RECAPITALIZATION WHEREAS, the City Council of the City of Edina has received notice of CommonBond Communities’ intent to rehabilitate and recapitalize the project known as South Haven and Summit Point located at 3400 Parklawn Avenue and 5010 Summit Avenue, respectively. WHEREAS, the City of Edina Housing and Redevelopment Authority has previously approved funding for the project in the amount of $850,000 to be used to fund certain proposed improvements planned for the project; WHEREAS, this investment, amongst others, will allow for the preservation of a valuable source of affordable housing for low-income seniors and people with disabilities; NOW THEREFORE, BE IT RESOLVED by the City Council of the City of Edina, Minnesota that the City of Edina approves the South Haven and Summit Point project concept and supports CommonBond Communities’ application to the Minnesota Brownfields Gap Financing Program which is funded with an Environmental Response Fund grant from the Hennepin County Department of Environmental Services. Adopted this 6 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 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 May, 2025. _______________________________ Sharon Allison, City Clerk Page 206 of 1042 d ITEM REPORT Date: May 6, 2025 Item Activity: Approve Meeting: City Council Agenda Number: 6.5 Prepared By: Jessica Vanderwerff Wilson, Water Resources Coordinator Item Type: Report & Recommendation Department: Engineering Item Title: Cooperative Agreement with Nine Mile Creek Watershed District for Lake Edina and Lake Cornelia Fisheries and Aquatic Plant Management Action Requested: Approve Cooperative Agreement with Nine Mile Creek Watershed District for Lake Edina and Lake Cornelia Fisheries and Aquatic Plant Management. Information/Background: The Nine Mile Creek Watershed District (NMCWD) completed the Lake Cornelia and Lake Edina Water Quality Study in July 2019 and the Lake Cornelia and Lake Edina Water Quality Improvement Project Feasibility Study/Preliminary Engineering study in June 2020 to evaluate and recommend management activities to improve lake water quality. The management of the aquatic invasive species (AIS) was one of the management alternatives reviewed in these studies to improve lake water quality and promote healthy native plant and fish communities. In 2024, a one-year cooperative agreement was signed between NMCWD and City of Edina to establish cost share and roles and responsibilities of each entity for invasive aquatic plant management. The current cooperative agreement lays out cost sharing for aquatic plant management treatments through 2028, and the 2025 Lake Edina fisheries survey. It also describes the 2025 Lake Cornelia fisheries tasks, which NMCWD is paying for. Resources/Financial Impacts: Edina's share of the aquatic plant management activities and the Lake Edina fisheries study will be paid through the clean water budget which comes from the stormwater utility fund. Relationship to City Policies: Clean Water Strategy, Water Resources Management Plan Budget Pillar: Livable City Values Impact: Page 207 of 1042 Sustainability Managing aquatic invasive species contributes to improved water quality. Supporting Documentation: 1. NMCWD Agreement Page 208 of 1042 City of Edina- April 16, 20225 Nine Mile Creek Watershed District Lake Edina, Lake Cornelia 2025-2028 1 Cooperative Agreement Between City of Edina and Nine Mile Creek Watershed District for the LAKE EDINA AND LAKE CORNELIA FISHERIES AND AQUATIC PLANT MANAGEMENT This cooperative agreement is made by and between the City of Edina (Edina), a Minnesota municipal corporation, and Nine Mile Creek Watershed District (NMCWD), a watershed district with purposes and powers set forth in Minnesota Statutes chapters 103B and 103D, to achieve shared goals for improving water quality in Lake Cornelia and Lake Edina through implementation of the invasive aquatic-plant management and management of fish populations in the lakes. RECITALS Whereas NMCWD has authority under chapters 103B and 103D to design and undertake programs and projects to improve water quality and protect water resources within the Nine Mile Creek watershed; Whereas Lake Cornelia and Lake Edina both have been listed by the Minnesota Pollution Control Agency as “impaired” for the designated use of aquatic recreation due to excess nutrients (phosphorus) and the City of Edina has identified Lake Cornelia and Lake Edina as high priority waterbodies in its Clean Water Strategy; Whereas Edina and NMCWD executed a memorandum of understanding on September 17, 2019, memorializing the parties’ commitment to collaborating on development and implementation of water-resource protection and improvement projects in that portion of the city within the Nine Mile Creek watershed; Whereas NMCWD and Edina collaborated to successfully complete the Rosland Park Best-Management Practice Project and the Lynmar Basin Stormwater Retrofit Project, both of which are reducing nutrients in Lake Cornelia and Lake Edina, and followed up with collaborative management of curly-leaf pondweed and other invasive plants on Lake Cornelia during the 2024 growing season; Whereas the parties wish to build on the progress achieved to date toward water- quality improvement goals with continued management in 2025 of invasive fish populations and invasive plants in Lake Edina and Lake Cornelia (the 2025 Work) and to provide additional management of aquatic invasive plants in Lake Cornelia in 2026, 2027 and 2028 (the Ongoing APM Work); and Whereas Edina and NMCWD are authorized by Minnesota Statutes section 471.59 to enter into this cooperative agreement for the 2025 Work and the Ongoing APM Work. Now, therefore, in consideration of the foregoing recitals, which are incorporated into and made a part of this agreement, and other good and valuable consideration, Edina and NMCWD enter into this cooperative agreement to implement and share costs of the 2025 Page 209 of 1042 City of Edina- April 16, 20225 Nine Mile Creek Watershed District Lake Edina, Lake Cornelia 2025-2028 2 Work and the Ongoing APM Work, affirm their commitments as to responsibility for tasks to be undertaken, grant the property rights necessary, establish procedures for performing tasks and fulfilling responsibilities, and facilitate communication and cooperation to ensure continued improvement of water quality in Lake Cornelia and Lake Edina. AGREEMENT 1. DEVELOPMENT AND IMPLEMENTATION OF THE 2025 WORK A. NMCWD has entered into a contract with WSB & Associates to complete, with the assistance of NMCWD staff, the fisheries-management elements of the 2025 Work, and NMCWD has contracted with PLM Land & Lake Management for herbicide treatments to address the aquatic plant-management elements of the 2025 Work. i. Designs, plans and specifications for the contracted fisheries- management elements of 2025 Work are included in the materials attached to and incorporated into this agreement as Exhibit A. ii. Designs, plans and specifications for the contracted aquatic plant- management elements of 2025 Work are included in the materials attached to and incorporated into this agreement as Exhibit B. iii. By the signature of its authorized representative hereunder, Edina approves designs, plans and specifications for the fisheries-management elements of 2025 Work in Exhibit A and the designs, plans and specifications for the aquatic plant-management elements of 2025 Work in Exhibit B. B. NMCWD and its contractors will coordinate with Edina staff for access and use of properties owned Edina for purposes of completion of the 2025 Work. C. As between the parties, NMCWD will be responsible to determine and obtain all permits and other regulatory approvals for the 2025 Work on behalf of NMCWD and Edina. 2. DEVELOPMENT AND IMPLEMENTATION OF THE ONGOING APM WORK A. Project plans and specifications. After consultation with Edina and considering the results of the prior year’s aquatic plant management in Lake Cornelia, NMCWD will authorize the NMCWD engineer or another qualified contractor selected by NMCWD to prepare plans and specifications for aquatic plant-2025 Work each year for the 2026, 2027 and 2028 growing seasons. Each year, NMCWD will submit the 90 percent complete plans and specifications for aquatic plant management to Edina for review and approval in accordance with paragraph 5A of this agreement. After approval by Edina, the plans and specifications will serve as the primary technical specifications in contract documents prepared for purposes of procurement of a contractor for completion Page 210 of 1042 City of Edina- April 16, 20225 Nine Mile Creek Watershed District Lake Edina, Lake Cornelia 2025-2028 3 of the year’s Ongoing APM Work. The plans and specifications also will include an exhibit delineating the portions of Edina-owned or -operated property needed for the Ongoing APM Work (the Access Areas) for purposes of Edina’s grant of property-use rights as provided in paragraph 5B of this agreement. i. Notwithstanding the foregoing, NMCWD makes no warranty to Edina regarding the NMCWD engineer’s plans and specifications for the Ongoing APM Work. B. Implementation of the Ongoing APM Work. After Edina’s approval of the plans and specifications as provided in accordance with paragraphs 2A and 5A herein, NMCWD will contract, in accordance with applicable public procurement law, for the Ongoing APM Work for each of the 2026, 2027 and 2028 growing seasons. i. NMCWD will require in contracting for the Ongoing APM Work that: a. The contractor restrict all of its activities to the portions of Edina- owned property (including right-of-way) designated for use for the Ongoing APM Work in the 90 percent plans submitted in accordance with paragraph 2A herein (the Access Areas). b. The contractor name Edina as an additional insured for general liability with primary and noncontributory coverage for general liability and provide a certificate showing same prior to start of construction. c. The contractor indemnify, defend and hold harmless Edina, its officers, employees and agents from any and all actions, costs, damages and liabilities of any nature arising from the contractor’s negligent or otherwise wrongful act or omission, or breach of a specific contractual duty, or a subcontractor’s negligent or otherwise wrongful act or omission, or breach of a specific contractual duty owed by the contractor to NMCWD. d. The contractor determine and obtain all permits and other regulatory approvals applicable to the year’s Ongoing APM Work on behalf of NMCWD and Edina, except as may be specified in the contract documents as the responsibility of NMCWD, in collaboration with Edina. ii. Either NMCWD or the NMCWD engineer on NMCWD’s behalf will oversee implementation of each year’s Ongoing APM Work. NMCWD may adjust the plans and specifications for the Ongoing APM Work during implementation, as long as the revisions do not require NMCWD to exceed the scope of the rights granted to it under this agreement. iii. Until commencement of each year’s Ongoing APM Work, if NMCWD, in its judgment, should decide that that year’s Ongoing APM Work is Page 211 of 1042 City of Edina- April 16, 20225 Nine Mile Creek Watershed District Lake Edina, Lake Cornelia 2025-2028 4 infeasible, NMCWD, at its option, may declare all obligations herein, performed or not, voided for the year in question. 3. COSTS OF THE 2025 WORK AND ONGOING APM WORK. Except as specifically provided herein, each of the parties will bear the costs of enforcing its rights and fulfilling its responsibilities under this agreement, as well as incidental costs. And in the event of cancellation, the parties will bear all costs incurred by each of them prior to NMCWD’s cancellation of a year’s Ongoing APM Work. A. NMCWD will be responsible for costs of development of plans and specifications, as well as implementation oversight, for the 2025 Work and the Ongoing APM Work. B. NMCWD has entered into a professional-services contract for completion of the 2025 Work and will enter into professional-services contracts for completion of the Ongoing APM Work. Within 35 days of written notification from NMCWD of NMCWD’s payment of an invoice from a contractor for work subject to this agreement, Edina will reimburse NMCWD as follows: i. 50 percent of the invoice amount for the fisheries-management elements of the 2025 Work on and for Lake Edina; ii. 70 percent of the invoice amount for the aquatic plant-management elements of the 2025 Work on and for Lake Cornelia; and iii. 70 percent of the invoice amount for the Ongoing APM Work. C. In addition, Edina contributes the property access and use rights necessary for the 2025 Work and the Ongoing APM Work at no out-of-pocket cost to NMCWD. 4. EDUCATION AND OUTREACH, PUBLICITY AND ENDORSEMENT. Edina and NMCWD will collaborate on development and production of outreach, education and publicity materials regarding the 2025 Work and the Ongoing APM Work. Either party, at its cost, may develop, produce and distribute educational, outreach and publicity materials related to the 2025 Work and the Ongoing APM Work, and may install, maintain, replace or remove signage on property owned by Edina. All such signage and materials, whether produced by NMCWD or Edina, will include acknowledgement of the funding and participation of the other party in the 2025 Work and the Ongoing APM Work and of any grant funding received for the 2025 Work and the Ongoing APM Work. For purposes of this paragraph, “publicity” includes notices, informational printed materials, press releases, research reports, signs and other public notices, whether electronic or printed. 5. EDINA’S FURTHER RIGHTS AND RESPONSIBILITIES, AND GRANT OF ACCESS RIGHTS A. Edina will have 10 business days after receipt to review and approve the 90 percent complete plans and specifications for each year’s Ongoing APM Work Page 212 of 1042 City of Edina- April 16, 20225 Nine Mile Creek Watershed District Lake Edina, Lake Cornelia 2025-2028 5 provided in accordance with paragraph 2A herein. Failure to act within the specified time will constitute approval. B. Grant of property-use rights. Edina will grant to NMCWD, its contractors, agents and assigns a nonexclusive term license to access and use the Access Areas for the conduct of the Ongoing APM Work, and otherwise as necessary to fulfill NMCWD’s obligations and exercise its rights under this agreement. NMCWD, on reasonable notice to and with the assistance of Edina, may temporarily restrict or preclude public access to portions of the Access Areas to ensure safety while activities for the Ongoing APM Work are under way. i. Notwithstanding that the grant of access rights specified herein is nonexclusive, Edina agrees that it will forbear from any activity that unreasonably interferes with NMCWD’s ability to exercise its rights or meet its obligations under this agreement. Subject to its interest in preserving public safety, Edina will facilitate NMCWD’s reasonable exercise of its rights under this agreement with regard to access to and use of the Access Areas, including but not limited to the right to place signage within the Access Areas to facilitate effective implementation of the Ongoing APM Work. Edina will not take any action within or adjacent to the Access Areas that could reasonably be expected to diminish the effectiveness or function of the Ongoing APM Work for the purposes intended. C. Edina will cooperate with NMCWD’s and its contractor’s efforts to obtain permits and approvals needed for the 2025 Work and the Ongoing APM Work, and authorizes NMCWD to apply for such permits and approvals on its behalf. Edina, in its regulatory capacity, will facilitate the proper and efficient processing of any permits and approvals needed for the 2025 Work and the Ongoing APM Work. D. Edina will cooperate with NMCWD in all communications and outreach to property owners affected by the 2025 Work and the Ongoing APM Work. 6. NMCWD’S FURTHER RIGHTS AND COMMITMENTS A. As between the parties, NMCWD will obtain all necessary permits, licenses and approvals, and will ensure that the 2025 Work and the Ongoing APM Work is completed in accordance with applicable law and regulatory standards and criteria. B. After approval each year by Edina of the 90 percent design, plans and specifications for the Ongoing APM Work as provided in paragraph 2A herein, NMCWD will contract with the NMCWD engineer or another qualified contractor selected by NMCWD for the development of the final design, plans and specifications for the Ongoing APM Work. Notwithstanding the foregoing, NMCWD makes no warranty to Edina regarding the NMCWD engineer’s or Page 213 of 1042 City of Edina- April 16, 20225 Nine Mile Creek Watershed District Lake Edina, Lake Cornelia 2025-2028 6 another third party’s performance in design, implementation or implementation management for the 2025 Work or the Ongoing APM Work. C. NMCWD has contracted for implementation of the 2025 Work and will contract for the implementation of the Ongoing APM Work in accordance with applicable public-procurement law, as determined by NMCWD. 7. GENERAL TERMS A. Independent Relationship; Liability. This agreement does not create a joint powers board or organization within the meaning of Minnesota Statutes section 471.59. Each party agrees that it will be responsible only for its own acts and the results thereof to the extent authorized by the law and will not be responsible for the acts or omissions of the other party and the results thereof. This agreement creates no right in and waives no immunity, defense or liability limitation with respect to any third party. As between the parties, only contract remedies are available for a breach of this agreement. B. Complete agreement. This agreement, as it may be amended in writing, constitutes the entire agreement between the parties for the 2025 Work and the Ongoing APM Work. Any amendment to this agreement must be in writing and will not be effective until it has been executed and approved by the same parties who executed and approved the original agreement or their successors in office. C. Notice; Coordination. The parties designate the following authorized representatives to serve as the liaison to the other party for purposes of coordination of all work involved in or related to the Project as provided in this agreement. Any written communication required under this agreement will be addressed to the other party as follows, except that either party may change its address for notice by so notifying the other party in writing: To Edina: Director Engineering City of Edina 7450 Metro Blvd. Edina MN 55439 952-826-0371 Director Parks and Recreation City of Edina 4801 West 50th St. Edina MN 55424 952-826-0367 To NMCWD: Administrator Nine Mile Creek Watershed District Page 214 of 1042 City of Edina- April 16, 20225 Nine Mile Creek Watershed District Lake Edina, Lake Cornelia 2025-2028 7 12800 Gerard Drive Eden Prairie, MN 55346 952-358-2276 D. Waivers. The waiver by Edina or NMCWD of any breach or failure to comply with any provision of this agreement by the other party will not be construed as nor will it constitute a continuing waiver of such provision or a waiver of any other breach of or failure to comply with any other provision of this agreement. E. Term and termination. This agreement will remain effective when fully executed and will remain in force for four years from the date of complete execution, unless terminated by mutual agreement of the parties or otherwise in accordance with the terms of this agreement. [Signature page follows.] Page 215 of 1042 City of Edina- April 16, 20225 Nine Mile Creek Watershed District Lake Edina, Lake Cornelia 2025-2028 8 IN WITNESS WHEREOF, the parties have executed this agreement, intending to be legally bound. Nine Mile Creek Watershed District a political subdivision of the State of Minnesota ___________________________ Date: ______________________ Larry Olson, President Approved as to form and execution _____________________________ NMCWD Counsel City of Edina a Minnesota municipal corporation ___________________________ Date: ___________________________ James Hovland, Mayor ___________________________ Date: ___________________________ Scott Neal, City Manager Page 216 of 1042 City of Edina- April 16, 20225 Nine Mile Creek Watershed District Lake Edina, Lake Cornelia 2025-2028 9 Exhibit A Plans, Designs and Specifications – Fisheries-Management Elements of the 2025 Work Page 217 of 1042 City of Edina- April 16, 20225 Nine Mile Creek Watershed District Lake Edina, Lake Cornelia 2025-2028 10 2/13/2025 Mr. Jordan Wein Water Resources Project Manager Nine Mile Creek Watershed District 2800 Gerard Dr Eden Prairie, MN 55346 Re: Scope of Work Dear Mr. Wein: WSB is providing a scope of work for lake and pond fish surveys in the Nine Mile Creek Watershed District. Guidance for the goals and objectives were given by Jordan Wein, NMCWD Water Resources Project Manager in response to water quality data and both anecdotal and collected fisheries data for these waterbodies. Objective A: Project Management WSB will spend time managing the project which includes but is not limited to coordination for completing tasks, and correspondence with NMCWD staff. Objective B: Permitting NMCWD will apply for and retain any permits needed through the Minnesota Department of Natural Resources and will include WSB on any permits obtained. This task includes reporting to the MN DNR at the end of the calendar year. Objective C: Lake Cornelia NMCWD would like to continue surveying the presence of carp and/or goldfish in Lake Cornelia. Past surveys have been completed to help determine the population abundance of goldfish in the system. Removals of goldfish are needed to improve water quality and increase the likelihood of native populations success in the future. Three tasks are outlined to complete this objective. Task 1C: Removals via Box Net To continue the decrease of goldfish presence in Lake Cornelia, NMCWD will be using box nets as a removal method. NMCWD has proposed the use of box nets bought by the city of Edina. Budget for WSB staff and additional box nets will be allocated if NMCWD finds it necessary at any point during the removal process. Data will be collected by NMCWD on the physical characteristics of invasives along with bycatch to expand existing knowledge. WSB will assist Nine Mile staff in set up, operation, uninstallation, and/or decontamination if budget allows. Nine Mile staff will dispose of captured goldfish. Nine Mile staff will dispose of captured goldfish. Task 2C: Trap Net Surveys To survey Lake Cornelia, WSB will provide trap nets to NMCWD to determine fish assemblage and size structure. Any fish in the nets will be identified, enumerated, measured, and weighed. A total of 4 trap nets will be rented from WSB, 3 mini and 1 standard, for approximately 1 week. The 1-week period will allow the trap nets to be rotated throughout both the north and south basins of Lake Cornelia. NMCWD staff will be deploying, checking, and removing all trap nets. Page 218 of 1042 City of Edina- April 16, 20225 Nine Mile Creek Watershed District Lake Edina, Lake Cornelia 2025-2028 11 Task 3C: Electrofishing Surveys (Small Boat) WSB will visit Lake Cornelia four times during the 2025 field season to conduct electrofishing surveys on both North and South Cornelia. Two surveys will be done in the spring while the other two will be completed in the fall. The goal for all individual sampling is to complete a catch pre unit effort (CPUE) survey for carp and/or goldfish and a CPUE index value for all fish species. Three transects will be traversed in representative shoreline areas in the basin. Time and number of fish of each species will be recorded to return a CPUE value for carp and a CPUE index value for all fish species. All fish species will be captured that are observed in the surveys and separate CPUE values will be returned to describe each fish species. Objective F: Lake Edina The city of Edina and NMCWD are aiming to assess fish populations, health of these species, and the condition of Lake Edina. A general fish CPUE survey will serve as the basis for determining what species and how many of each species are in the Lake Edina system. These factors can lead to better understanding of the native populations as well as the presence/absence of goldfish/carp. Task 1F: Trap Nets WSB will provide and deploy (with NMCWD staff) 4 trap nets, 2 mini and 2 standard sizes in Lake Edina. Each trap net will be set for 2 net nights and be checked each day. Any fish caught in the trap nets will be identified to species, enumerated, measured for length, and weighed to develop a data set for a general fish survey for 2025. Work will be completed both by WSB and NMCWD staff, which includes deploying, checking, and removing all trap nets from Lake Edina. Task 2F: Electrofishing Surveys (Small Boat) To determine if carp and/or goldfish are present in Lake Edina, WSB is proposing two electrofishing surveys. Time spent and number of carp and/or goldfish will be recorded along with a collection of lengths and weights on a subset of fish captured. This data will help determine Lake Edina’s invasive population severity and how that affects the health of the system. Task 3F: Data and Reporting All data will be collected by WSB and organized into our database for analysis. A general fish survey report will be made available by WSB after the conclusion of all sampling in Lake Edina. Schedule 2025 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Cornelia Box Net Trap Net Mirror Box Net Arrow Box Net Edina Page 219 of 1042 City of Edina- April 16, 20225 Nine Mile Creek Watershed District Lake Edina, Lake Cornelia 2025-2028 12 Trap Net EFB Data Normandale Trap Net Box Net PIT Penn Box Net EFB PIT Bush EFB Shady EFB Bryant EFB Oxboro EFB Trap net Page 220 of 1042 City of Edina- April 16, 20225 Nine Mile Creek Watershed District Lake Edina, Lake Cornelia 2025-2028 13 Objective Task Cost A. Project Management $1832.00 B. Permitting $ 0.00 C. Lake Cornelia 1C. Removals via Box Net $1,780.00 2C. Trap Net Surveys $2,780.00 3C. Electrofishing Surveys $1,780.00 D. Mirror Lake 1D. Box Net Trial $3,104.00 E. Arrowhead Lake 1E. Box Net Trial $3,104.00 F. Lake Edina 1F. Trap Nets $2,780.00 2F. Electrofishing Surveys $1,780.00 3F. Data and Reporting $1,998.00 G. Normandale Lake 1G. Stream Trap Netting $3,280.00 2G. Carp Box Netting $3,280.00 3G. PIT Station $3,848.00 H. Penn Lake 1H. Box Netting $9,560.00 2H. Boat Electrofishing $4,310.00 3H. PIT Station $6,978.00 I. Bush Lake 1I. Boat Electrofishing $4,616.00 J. Shady Oak 1J. Boat Electrofishing $5,498.00 K. Bryant Lake 1K. Boat Electrofishing $4,616.00 L. Oxboro Lake 1L. Boat Electrofishing $2,280.00 2L. Trap Nets $2,280.00 TOTAL PROJECT BUDGET $71,484.00 Schedule Sincerely, WSB Kourtney Craft Environmental Scientist Page 221 of 1042 City of Edina- April 16, 20225 Nine Mile Creek Watershed District Lake Edina, Lake Cornelia 2025-2028 14 Exhibit B Plans, Designs and Specifications – Aquatic Plant-Management Elements of the 2025 Work Page 222 of 1042 Nine Mile Creek Watershed District i RFQ 2025 Herbicide Treatments Technical Specifications Request for Quotations– 2025 Herbicide Treatments Lakes: Cornelia, Holiday, Normandale, Shady Oak Nine Mile Creek Watershed District DIVISION 1 – GENERAL SPECIFICATIONS 01 11 00 Summary of Work 01 22 00 Unit Price Measurement and Payment 01 35 23 Safety DIVISION 2 – TECHNICAL SPECIFICATIONS 31 31 19 Vegetation Control EXHIBIT A – HERBICIDE TREATMENT MAPS Figure 1 Curly-leaf Pondweed (CLP) - Lake Cornelia Figure 2 Hybrid Watermilfoil (HWM) - Lake Cornelia Figure 3 Curly-leaf Pondweed (CLP) - Lake Holiday Figure 4 Curly-leaf Pondweed (CLP) - Normandale Lake Figure 5 Eurasian Watermilfoil (EWM) - Normandale Lake Figure 6 Eurasian Watermilfoil (EWM) & Brittle Naiad (BN) - Shady Oak Lake Page 223 of 1042 Nine Mile Creek Watershed District 01 11 00-1 RFQ 2025 Herbicide Treatments Division 1 – General Specifications SECTION 01 11 00 SUMMARY OF WORK PART 1: GENERAL 1.01 CONTRACT DOCUMENTS A. The Contract Documents are as defined in the Agreement. The terms of the Contract Documents apply to these specifications as fully as though repeated herein. B. The format of these specifications is based upon the CSI MASTERFORMAT, 2020 Edition, however differences in format and subject matter location do exist. It is the respondent’s sole responsibility to thoroughly read and understand these specifications and request written clarification of those portions which are unclear. C. Division of the Work as made in these Contract Documents is for the purpose of specifying and describing work to be completed. There has been no attempt to make a classification according to trade or agreements, which may exist, between Contractor, subcontractors, or trade unions or other organizations. Such division and classification of the Work is the Contractor's responsibility. 1.02 EXISTING CONDITIONS AND USES A. Project limits, access locations, and staging areas for each lake are shown in the map(s) in Exhibit A. 1.03 WORK COVERED BY CONTRACT DOCUMENTS A. The scope of the Work specified in these Contract Documents includes, but is not necessarily limited to furnishing all labor, tools, equipment, machinery, materials, and other items required for herbicide treatment, including: 1. Mobilize and demobilize labor, herbicide treatment equipment, and materials, as needed. 2. Furnish equipment that is in safe operating condition and of adequate size, capacity, and condition for the performance of the Work. 3. Maintain and protect areas used to access lake(s) and to stage and store equipment and materials including but not limited to boat launches, parking lots, sidewalks, natural open spaces, shorelines, beaches, and trails (see map(s) in Exhibit A). 4. Restore all areas directly or indirectly disturbed by the Work. Any disturbance inside or outside the project limits to existing facilities, pavements, and/or vegetation must be fully restored to in-kind or better conditions at the Contractor's expense. 5. Keep the Site free from accumulation of waste materials, rubbish and other debris resulting from the Work, and at the completion of the Work, must remove all waste materials, rubbish Page 224 of 1042 Nine Mile Creek Watershed District 01 11 00-2 RFQ 2025 Herbicide Treatments and debris from the Site as well as all tools, treatment equipment, and surplus materials. Contractor must leave the site clean. 6. Determine the need for and acquire any necessary right-of-way use permits. 7. Prepare and implement a traffic control plan for roadways and trails used for treatment area access for approval by the Engineer and Owner. Plan must ensure that pedestrian and vehicle traffic flow is maintained throughout the duration of the Work. 8. Prepare and implement a spill prevention and contingency plan for review by the Engineer and Owner. 9. Prepare and submit herbicide certificates, treatment records, and treatment tracking coordinates and data as outlined in Section 31 31 19 Vegetation Control. 10. Complete the herbicide treatment in accordance with the Minnesota Department of Natural Resources herbicide treatment permit and the Minnesota Department of Natural Resources’ current protocol for treatment to control aquatic invasive plant species. Contractor will conduct the Work in strict accordance with label requirements for herbicide application. Contractor will comply with all relevant Minnesota Department of Agriculture pesticide- application rules. 11. Contractor will follow Minnesota Department of Natural Resources requirements for posting signage and/or buoys for chemically treated area in public waters. Signage and buoys must be removed upon expiration of water-use restrictions set by permit. 12. Coordinate with Engineer on treatment planning; anticipated schedule of operations and critical work sequencing; site access, staging, and chemical storage; and records reporting 13. Coordinate with Engineer on weather, lake temperature, or Nine Mile Creek flow conditions, which may impact herbicide application schedule. 14. The Contractor must attend virtual meetings or phone calls which may be reasonably requested by Engineer or Owner to discuss unanticipated changes in the Work, or conditions at the Site, or other issues and which must be resolved before progression of work. 15. All other Work required for completion of the herbicide treatment as a project whole. B. It is the intent of the Contract Documents to cover all aspects of the Work. Should there be some item or items not shown on the maps in Exhibit A or not described in these specifications which are required for the Work, those items and the furnishing of all labor, materials, and equipment will be considered incidental to the Work and no additional compensation will be provided. C. Contractor will be solely responsible for the coordination of its activities with regard to the Work with the activities of subcontractors, if any, and the Engineer. Page 225 of 1042 Nine Mile Creek Watershed District 01 11 00-3 RFQ 2025 Herbicide Treatments 1.04 WORK BY OWNER A. Owner has acquired or will acquire rights to use the properties that constitute the Site. 1.05 OWNER FURNISHED PRODUCTS A. Owner will not furnish any products for the Work. 1.06 CONTRACTOR USE OF PREMISES A. Definition of Site: The Site is defined as the noncontiguous treatment, staging, and access areas shown on the map(s) in Exhibit A. The Contractor must limit ingress/egress and operations, including materials and equipment staging storage, to the staging and access area(s) as shown on the map(s) in Exhibit A. 1. Contractor must obtain written approvals of property owners at any locations where Contractor uses lands not shown for staging and access in Exhibit A. B. Hours of Operation: Contractor's operations must be limited to the hours specified in applicable local laws and regulations. C. Protection and Repair of Existing Features: Contractor must perform operations carefully and in such a manner as to protect existing features. Contractor will be responsible for damage to existing structures, above ground and underground facilities, vegetation, pavements, fencing, and utilities resulting from Contractor's operations, and must repair or replace damaged items to Owner's satisfaction in-kind or better. D. Unfavorable Conditions: When unfavorable weather, water temperature, plant growth, Nine Mile Creek flow, or other unsuitable environmental conditions exist, Contractor must limit Work. Unfavorable environmental conditions are outlined in Section 31 31 19, Subsection 3.04. No portion of the Work may occur under conditions which would adversely affect the quality of the Work unless special means or precautions, approved by the Engineer, are taken to perform the Work in a proper and satisfactory manner. 1.07 SEQUENCE OF WORK A. The Contractor will be authorized to begin the Work immediately after issuance of notice to proceed to Contractor. B. Contractor must prepare and implement a traffic control plan for roadways and trails for approval by the Engineer and Owner, including but not limited to storage areas and roadways used for access to the treatment areas prior to performing an herbicide application. C. An herbicide application can only occur after the required state permit is obtained, during active growth of the designated AIS to manage, and during the weather, temperature, and flow conditions specified in in Section 31 31 19, Subsection 3.04. Page 226 of 1042 Nine Mile Creek Watershed District 01 11 00-4 RFQ 2025 Herbicide Treatments 1.08 PERMITS A. Owner has obtained or will obtain the necessary land-use rights for the Work. B. Owner will obtain and provide to Contractor an herbicide treatment permit or permits from the Minnesota Department of Natural Resources for the Work. C. Contractor will obtain all other necessary permits. 1.09 BASIS FOR COMPENSATION A. All costs to comply with the requirements of this section of the specifications will be considered to be included in the contract price and no additional compensation will be provided. PART 2: PRODUCTS [NOT USED] PART 3: EXECUTION [NOT USED] END OF SECTION 01 11 00 Page 227 of 1042 Nine Mile Creek Watershed District 01 22 00-1 RFQ 2025 Herbicide Treatments SECTION 01 22 00 UNIT PRICE MEASURMENT AND PAYMENT PART 1: GENERAL 1.01 GENERAL A. This section of the specifications describes the measurement and payment for the Work to be done under the items listed on the quote form. B. Each unit or lump sum price stated on the quote form will constitute full compensation as herein specified for each item of work completed in accordance with the requirements of the Contract Documents including the final figure showing treatment areas, in accordance with the Minnesota Department of Natural Resources herbicide treatment permit, and specifications, including all cleanup and restoration. C. All costs in connection with the Work, including furnishing all materials, supplies and appurtenances; providing all equipment and tools; and performing all necessary labor, coordination, supervision, and management to fully complete the Work must be included in the unit prices or unit lump sum prices quoted on the quote form. All Work not specifically set forth as a separate cost item herein will be considered a subsidiary obligation of the Contractor and all costs in connection therewith must be included in the amounts and prices submitted on the quote form. The quote price must include all work necessary to complete all of the items of Work for which the respondent provides a price quote. Variation in the price of an herbicide or any other component of the Work will not be a basis for a change in the contract price. 1.02 ESTIMATED QUANTITIES A. The herbicide treatment permit issued by the Minnesota Department of Natural Resources will specify treatment areas. The map(s) provided in Exhibit A provide(s) information that may assist Contractor with estimation of the amount of treatment to be completed and materials needed for the Project. The basis of payment for work or materials furnished or applied will be the actual quantities of work performed and material furnished and applied. The Contractor agrees to make no claim for damages, anticipated profits, or otherwise due to any difference between the quantities of Work actually performed or materials furnished and applied, and the quantities used by the Contractor for determination of the quote provided in the quote form. 1.03 INTENT OF QUOTE FORM ORGANIZATION A. Payment for all Work will be in accordance with the terms and conditions set forth elsewhere in the Contract Documents and the Contractor's quote prices set forth in Contractor's conformed quote form. The cost items set forth in the quote form subdivide the Work for purposes of measurement and payment only and are intended to represent the entire and complete Project as set forth in the Contract Documents. The cost items set forth in the quote form will constitute full compensation to Contractor for providing all supervision, labor, materials, equipment, tools and supplies, and overhead and profit to complete the Work in complete accordance with the Contract Documents. Page 228 of 1042 Nine Mile Creek Watershed District 01 22 00-2 RFQ 2025 Herbicide Treatments B. The following paragraphs provide additional descriptions of the quote line items subject to the provisions of paragraphs 1.01, 1.02, and 1.03 of this section. 1. Some of the quote items are based on lump sum prices. Partial progress payment for those unit lump sum items will be made in accordance with monthly estimates of percent completed for each item. 2. Other quote items are based on unit prices. For those items, progress payments will be based on the actual quantities of each item of Work completed in accordance with the Contract Documents. 1.04 QUOTE ITEMS A. Mobilization/Demobilization 1. Method of Measurement: Mobilization/Demobilization will be measured on the basis of a single lump sum (L.S.) unit. 2. Basis of Payment: Contractor will be paid a lump sum (L.S.) price for mobilization/demobilization on completion of the Work. The lump sum price will be payment in full for the costs of all supervision, labor, materials, equipment, overhead and profit, and performing all operations as are necessary for mobilization to and demobilization from the Site, all complete as specified. Project mobilization/demobilization must include the Contractor's premium for any special insurance obtained for the Project; development, implementation and maintenance of appropriate health and safety plan; implementation of all safety precautions, equipment mobilization and demobilization; lake use restrictions signage, including timely removal, and control of other watercraft during application; site restoration not specifically paid for elsewhere in this specification, site cleanup; preparing and transmitting the required submittals; obtaining all licenses and permits required of the Contractor to complete all aspects of the Work unless otherwise identified elsewhere in these specifications; spill protection; public convenience and safety, barricades, lights and warning signals; required meetings and coordination; project close out and all incidentals and other items not specifically paid for but included in the total scope of the Work. B. Mobilization/Demobilization – Bump 1. Method of Measurement: Mobilization/Demobilization - Bump will be measured on the basis of a single lump sum (L.S.) unit. 2. Basis of Payment: Contractor will be paid a lump sum (L.S.) price for mobilization/demobilization - bump if a bump herbicide application is required based on results of laboratory analyses. The lump sum price will be payment in full for the costs of all supervision, labor, materials, equipment, overhead and profit, and performing all operations as are necessary for mobilization to and demobilization from the Work site, all complete as specified. Project mobilization/demobilization must include development, implementation and maintenance of appropriate health and safety plan; implementation of all safety precautions, equipment mobilization and demobilization; lake use restrictions signage, including timely removal, and control of other watercraft during application; site restoration not specifically Page 229 of 1042 Nine Mile Creek Watershed District 01 22 00-3 RFQ 2025 Herbicide Treatments paid for elsewhere in this specification, site cleanup; preparing and transmitting the required submittals; obtaining all licenses and permits required of the Contractor to complete all aspects of the Work unless otherwise identified elsewhere in these specifications; spill protection; public convenience and safety, barricades, lights and warning signals; required meetings and coordination; project close out for bump treatments and all incidentals and other items not specifically paid for but included in the total scope of the Work. C. Galleon SC Laboratory Analysis 1. Method of Measurement: Galleon SC Laboratory Analysis will be measured on the basis of each (E.A.) laboratory analysis performed. 2. Basis of Payment: Contractor will be paid a unit price for each (E.A.) laboratory analysis performed to confirm Galleon SC concentrations post-treatment and determine necessity of performing a bump application. The unit price will be payment in full for the costs of all supervision, labor, materials, equipment, overhead and profit, and performing all operations as are necessary to monitor Galleon SC concentrations 24-hours and 7-days post initial treatment including travel to the Site, collecting and shipping water quality samples, coordinating laboratory analyses, and reviewing laboratory data to determine if a bump treatment is needed, all complete as specified. D. Galleon SC Initial Application 1. Method of Measurement: Galleon SC Initial Application will be measured as quarts applied to the lake to achieve the specific dose approved by the Engineer as described in Section 31 31 19. At the end of each day, Contractor must provide Engineer with documentation of total number of quarts applied that day along with percent of active ingredient (penoxsulam) content. Excess Galleon SC not applied may not be included in these measurements. 2. Basis of Payment: Contractor will be paid a unit price per quart applied of Galleon SC, all complete as specified. This unit price will be payment in full for the costs of all supervision, materials, equipment, labor, supplies, profit and overhead, and performance of all operations necessary to transport, store, and apply the chemicals to selected areas, all complete as specified. E. Galleon SC Bump Application 1. Method of Measurement: Galleon SC Bump Application will be measured as quarts applied to the lake to achieve the specific bump dose approved by the Engineer as described in Section 31 31 19. At the end of each day, Contractor must provide Engineer with documentation of total number of quarts applied that day along with percent of active ingredient (penoxsulam) content. Excess Galleon SC not applied may not be included in these measurements. 2. Basis of Payment: Contractor will be paid a unit price per quart applied of Galleon SC to the nearest tenth of a quart, all complete as specified. This unit price will be payment in full for the costs of all supervision, materials, equipment, labor, supplies, profit and overhead, and Page 230 of 1042 Nine Mile Creek Watershed District 01 22 00-4 RFQ 2025 Herbicide Treatments performance of all operations necessary to transport, store, and apply the chemicals to selected areas, all complete as specified. F. ProcellaCOR Application 1. Method of Measurement: ProcellaCOR Application will be measured as gallons applied to the lake to achieve the specific dose determined by the Engineer as described in Section 31 31 19. At the end of each day, Contractor must provide Engineer with documentation of total number of gallons applied that day. Excess ProcellaCOR not applied will not be included in these measurements. 2. Basis of Payment: Contractor will be paid a unit price per gallon applied of liquid ProcellaCOR to the nearest tenth of a gallon, all complete as specified. This unit price will be payment in full for the costs of all supervision, materials, equipment, labor, supplies, profit and overhead, and performance of all operations necessary to transport, store, and apply the chemicals to selected areas, all complete as specified. G. Diquat Application 1. Method of Measurement: Diquat Application will be measured as gallons applied to the lake to achieve the specific dose determined by the Engineer as described in Section 31 31 19. At the end of each day, Contractor must provide Engineer with documentation of total number of gallons applied that day along with percent diquat bromide in the liquid Diquat. Excess Diquat not applied may not be included in these measurements. 2. Basis of Payment: Contractor will be paid a unit price per gallon applied of liquid Diquat to the nearest tenth of a gallon, all complete as specified. This unit price will be payment in full for the costs of all supervision, materials, equipment, labor, supplies, profit and overhead, and performance of all operations necessary to transport, store, and apply the chemicals to selected areas, all complete as specified. H. Fluridone Laboratory Analysis 1. Method of Measurement: Fluridone Laboratory Analysis will be measured on the basis of each (E.A.) laboratory analysis performed. 2. Basis of Payment: Contractor will be paid a unit price for each (E.A.) laboratory analysis performed to confirm fluridone concentrations post-treatment and determine timing of a bump application or applications. The unit price will be payment in full for the costs of all supervision, labor, materials, equipment, overhead and profit, and performing all operations as are necessary to monitor fluridone concentrations post each application including travel to the Site, collecting and shipping water quality samples, coordinating laboratory analyses, and reviewing laboratory data to determine when a bump treatment or treatments are needed, all complete as specified. Monitoring shall include collecting 2 samples per basin 24-hours post each application and one sample per basin at 7-days and 14-days post each application. Based on results of the 7- and 14-day monitoring data two additional samples shall be collected per basin between each application at the recommendation of the Contractor to determine bump application timing. Page 231 of 1042 Nine Mile Creek Watershed District 01 22 00-5 RFQ 2025 Herbicide Treatments I. Fluridone Initial Application 1. Method of Measurement: Fluridone Initial Application will be measured as gallons applied to the lake to achieve the specific dose approved by the Engineer as described in Section 31 31 19. At the end of each day, Contractor must provide Engineer with documentation of total number of gallons applied that day along with percent of active ingredient (fluridone) content. Excess Fluridone not applied may not be included in these measurements. 2. Basis of Payment: Contractor will be paid a unit price per gallon applied of Fluridone to the nearest tenth of a gallon, all complete as specified. This unit price will be payment in full for the costs of all supervision, materials, equipment, labor, supplies, profit and overhead, and performance of all operations necessary to transport, store, and apply the chemicals to selected areas, all complete as specified. J. Fluridone Bump Application 1. Method of Measurement: Fluridone Bump Application will be measured as gallons applied to the lake to achieve the specific bump dose approved by the Engineer as described in Section 31 31 19. At the end of each day, Contractor must provide Engineer with documentation of total number of gallons applied that day along with percent of active ingredient (fluridone) content. Excess Fluridone not applied may not be included in these measurements. 2. Basis of Payment: Contractor will be paid a unit price per gallon applied of Fluridone to the nearest tenth of a gallon, all complete as specified. This unit price will be payment in full for the costs of all supervision, materials, equipment, labor, supplies, profit and overhead, and performance of all operations necessary to transport, store, and apply the chemicals to selected areas, all complete as specified. 1.05 BASIS FOR COMPENSATION A. All costs to comply with the requirements of this section of the specifications will be considered to be included in the contract price and no additional compensation will be provided. PART 2: PRODUCTS [NOT USED] PART 3: EXECUTION [NOT USED] END OF SECTION 01 22 00 Page 232 of 1042 Nine Mile Creek Watershed District 01 35 23-1 RFQ 2025 Herbicide Treatments SECTION 01 35 23 SAFETY PART 1: GENERAL 1.01 GENERAL A. In accordance with generally accepted chemical treatment practices, the Contractor will be solely and completely responsible for job site conditions and safety procedures and programs, including safety and health of all persons and property, on those portions of the site affected by or used by Contractor, Contractor's employees, subcontractors, agents, and others during performance of the Work. This requirement will apply continuously and not be limited to normal working hours. Observation of the Work and Contractor's performance by Owner and Engineer is not intended to include review of the adequacy of the Contractor's safety and health procedures and programs on or near the Site. The Contractor is solely responsible for the protection of property and the safety and health of its employees, subcontractors, suppliers, agents and others on or near the Site. 1.02 SAFETY A. In addition to the requirements of the agreement, the Contractor will be responsible for: 1. Furnishing Contractor's employees, as well as any subcontractor's and supplier's employees, with all safety equipment and other protection devices needed to comply with laws and regulations or accepted safety practices. 2. Any safety violation and/or fine that may occur because of any neglect by Contractor, Contractor's employees, Contractor's subcontractors, or any third party under Contractor's supervision or direction. Contractor will also be responsible for any safety violation and/or fine Owner may incur due to neglect by Contractor, Contractor’s employees, Contractor’s subcontractors, and any third party under Contractor’s supervision or direction at the Site. 3. Contractor will be responsible for implementing adequate safety requirements for workers, passers-by, both humans and pets, at all times, during both working and nonworking hours, all days and nights, for the duration of the Work. 1.03 HAZARD COMMUNICATION PROGRAMS A. Contractor will be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers at the Site in accordance with applicable laws and regulations. 1.04 EMERGENCIES A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss. Contractor must give Engineer prompt written notice if Contractor believes that any significant changes in the Work or variations from the Contract Documents have been caused thereby or are required as a result thereof. If Engineer determines that a change in the Contract Documents is Page 233 of 1042 Nine Mile Creek Watershed District 01 35 23-2 RFQ 2025 Herbicide Treatments required because of the action taken by Contractor in response to such an emergency, a change order will be issued. 1.05 BASIS FOR COMPENSATION A. All costs to comply with the requirements of this section of the specifications will be considered to be included in the contract price and no additional compensation will be provided. PART 2: PRODUCTS [NOT USED] PART 3: EXECUTION [NOT USED] END OF SECTION 01 35 23 Page 234 of 1042 Nine Mile Creek Watershed District 31 31 19-1 RFQ 2025 Herbicide Treatments Division 2 – Technical Specifications SECTION 31 31 19 VEGETATION CONTROL PART 1: GENERAL 1.01 DESCRIPTION A. All Work included in this section must be performed in accordance with the following paragraphs, the General Requirements set forth in Division 1 of these specifications, and the provisions of the other Contract Documents. B. All work must be performed by Contractor meeting minimum qualifications described herein, demonstrating herbicide application experience and extensive aquatic invasive species management knowledge. C. Work covered by this section includes furnishing all supervision, labor, materials, and equipment required to supply, deliver, store, and apply herbicide using the type(s) and rate(s) shown on the maps in Exhibit A to the treatment area(s) approved in the Minnesota Department of Natural Resources herbicide treatment permit(s). For each lake included in the Work, the Contractor must: 1. Furnish, deliver, store and apply liquid herbicide as specified for the targeted aquatic invasive species. 2. Complete the treatment in accordance with the Minnesota Department of Natural Resources herbicide treatment permit and the Minnesota Department of Natural Resources most current protocol for treatment to control aquatic invasive species. Contractor will follow all of the Minnesota Department of Natural Resources guidelines and label requirements for herbicide application. Contractor will comply with all rules in regards to pesticide application by the Minnesota Department of Agriculture. 3. Restore all areas directly or indirectly disturbed by the Work. 4. All other Work required for a completion of the herbicide treatment in accordance with the following paragraphs, the General Requirements set forth in Division 1 of these specifications, and the provisions of the other Contract Documents. 1.02 SEQUENCE OF WORK A. The Contractor will be authorized to begin the Work, subject to technical specifications requiring certain conditions and findings prior to commencement of the Work, immediately after issuance of notice to proceed to Contractor. B. Owner will obtain the required Department of Natural Resources permit(s) for the Work. The Work may start only after the required state permit is obtained, during active growth of the designated AIS to manage, and during the weather, temperature, and flow conditions specified in subsection 3.04. Page 235 of 1042 Nine Mile Creek Watershed District 31 31 19-2 RFQ 2025 Herbicide Treatments C. Contractor must give notice of herbicide treatment date to Owner, Engineer, and the Minnesota Department of Natural Resources before beginning treatment. Owner’s representative may be present to observe treatment. D. The Contractor will be responsible for all labor, herbicide, herbicide application equipment and arrangements for the timely delivery of herbicide required to complete the project. E. Application of a specified herbicide on any single lake must be completed in a single day. 1.03 QUALIFICATIONS A. Contractor must perform all work under the direct control of a superintendent or supervisor conforming to the minimum qualifications, including herbicide application experience, natural resources education, and extensive aquatic plant knowledge. B. Supervision: The Work is specialized, including treatment of shallow waterbodies ranging in size and with continuous inflows, and requires experience and skill in conducting herbicide treatments. The Contractor must provide a supervisor for the Work who is experienced in and qualified to perform the Work. C. If Contractor, in opinion of the Engineer or Owner, fails to provide a supervisor conforming to the minimum qualifications the Contractor will be considered in breach of the Agreement. D. Herbicide Application Supervisor: 1. This person must be present full-time during the herbicide application procedures. 2. This person must have a minimum of three years’ experience in herbicide applications with experience or training in aquatic plant identification and aquatic invasive species management. 1.04 SUBMITTALS A. The Contractor must provide the following to the Engineer and Owner prior to herbicide application: 1. Prepare and implement a traffic control plan for roadways and trails used for treatment area access for approval by the Engineer and Owner. Plan must ensure that pedestrian and vehicle traffic flow is maintained throughout the duration of the Work. 2. Prepare and implement a spill prevention and contingency plan for review by the Engineer and Owner. 3. Submit certificate(s) indicating all herbicide materials meet requirements including the applicable reference specification, class, type, manufacturer, and distributor. 4. The Contractor must submit manufacturer’s information, or a detailed description of the geographic positioning system (GPS)-based variable controller that will be used for herbicide application. Page 236 of 1042 Nine Mile Creek Watershed District 31 31 19-3 RFQ 2025 Herbicide Treatments B. The Contractor must provide the following to the Engineer and Owner after the herbicide treatment and prior to final payment: 1. Submit Pesticide Application Record/Commercial Aquatic Pest Control Application summarizing at a minimum the lake treated, area of treatment, date and time of application, water temperature, wind direction and speed, and herbicide type, application rate, and total volume applied. 2. Submit a digital map and GIS data (shapefile) showing treated areas including watercraft route during herbicide application. C. Contractor must submit Form IC-134, warranties, lien waivers, and all other documents specified in the Contract Documents before final payment. Owner will not make final payment until Contractor has given proof of compliance with state income tax withholding requirements pursuant to Minnesota Statues section 270C.66. D. The Contractor must provide all required pre- and post-treatment submittals to the Minnesota Department of Natural Resources. 1.05 BASIS FOR COMPENSATION A. Compensation for all Work covered under this section of these specifications will be in accordance with the provisions set forth in Section 01 22 00 Unit Price Measurement and Payment. PART 2: PRODUCTS 3.01 HERBICIDES A. Diquat 1. Liquid Diquat must be of commercial grade appropriate for the application with a diquat bromide content of 37.3 percent. B. Endothall 1. Liquid Endothall must be of commercial grade appropriate for the application with a dipotassium salt of endothall content of 40.3 percent. C. Fluridone 1. Liquid Fluridone must be of commercial grade appropriate for the application with an active ingredient (fluridone) content of 42 percent. Page 237 of 1042 Nine Mile Creek Watershed District 31 31 19-4 RFQ 2025 Herbicide Treatments D. Galleon SC 1. Liquid Galleon SC must be of commercial grade appropriate for the application with an active ingredient (penoxsulam) content of 21.7 percent. E. ProcellaCOR 1. Liquid ProcellaCOR must be of commercial grade appropriate for the application with a florpyrauxifen-benzyl content of 2.7 percent. PART 3: EXECUTION 3.01 GENERAL A. Protection of Existing Conditions: Use every reasonable precaution to prevent damage to existing conditions such as boat ramps, pavements, structures, utilities, plants, grass, and walks on or adjacent to the Site of the Work. Any damage caused by the Contractor must be repaired at the Contractor’s expense. B. Notification: Submit to Engineer and Owner written notification of any damaged existing conditions. C. Location: Project limits and staging areas are shown on the maps in Exhibit A. Herbicide application must be made to the treatment area of the lake defined by the herbicide treatment permit issued by the Minnesota Department of Natural Resources. The herbicide treatment areas provided during the request for quote process are approximate. 3.02 HERBICIDE DELIVERY, STORAGE, AND HANDLING A. The Contractor will be responsible for all coordination with the herbicide supplier necessary to ensure timely delivery to the Site. It is the Contractor’s responsibility to ensure that enough material is available to complete the Work in accordance with the herbicide dosing requirements per lake. B. The Contractor must provide notice to Engineer and Owner of delivery of equipment and materials at least five days prior to the delivery date. C. The Contractor must follow manufacturer's recommendations for herbicide storage, mixing, and handling. D. The Contractor must confine all storage of equipment and materials within the access locations as shown in the maps in Exhibit A and otherwise in a safe, secure and environmentally sound manner. E. The Contractor will be solely and completely responsible for job site conditions and safety procedures and programs in accordance with the requirements set forth in Section 01 35 23 Safety. Page 238 of 1042 Nine Mile Creek Watershed District 31 31 19-5 RFQ 2025 Herbicide Treatments F. The Contractor must maintain a copy of the spill prevention and spill contingency plan described on site for the duration of the project. 3.03 HERBICIDE APPLICATION & EQUIPMENT A. All herbicides must be applied in liquid form and applied at the doses listed below and shown on the maps in Exhibit A: 1. Diquat dose must be i 2 gallons per treated acre for average depths greater than or equal to 4 feet. ii 0.5 gallons per acre-foot of treatment volume for average depths less than 4 feet. 2. Endothall must be applied at a dose to achieve 1 part per million (ppm) lake-wide concentration. 3. Fluridone must be applied at a dose to achieve a 4 parts per billion (ppb) lake-wide concentration with a bump treatment or treatments as necessary to maintain the control concentration for 60-90 days. When the fluridone concentration trends toward 2 ppb, add a bump dose to increase the concentration back to 4 ppb. Fluridone concentrations must not drop below 2 ppb. After lake stratification, fluridone will only mix in the epilimnion (the topmost layer of a stratified lake). The Contractor must measure the temperature profile of the lake prior to herbicide application to determine the depth of the epilimnion and adjust the herbicide volume as necessary to reach the specified lake-wide dose. 4. Galleon SC must be applied at a dose to achieve a 6 parts per billion (ppb) lake-wide concentration with a bump treatment as necessary to maintain the control concentration for at least 14 days. Galleon SC concentrations must not drop below 4 ppb. 5. ProcellaCOR dose must be 0.25 gallons per acre-foot of treatment volume, which is equivalent to SePRO’s 10 Prescription Dose Units (PDUs) per acre-foot. B. At a minimum, application equipment must be in safe operating condition and of adequate size, capacity, and condition for the performance of the Work. All application equipment must be clean and free of any algae buildup or aquatic invasive species prior to performing the application. C. The Contractor must ensure that the specified herbicide dose is applied to the treatment areas defined by the Minnesota Department of Natural Resources herbicide treatment permit and herein. D. The Contractor must use an application method that uses: 1. Submersed trailing hoses that are no longer than two times the length of the watercraft to ensure proper product placement. Page 239 of 1042 Nine Mile Creek Watershed District 31 31 19-6 RFQ 2025 Herbicide Treatments 2. A watercraft with an injection system that uses a GPS based variable rate controller. The controller must be capable of adjusting herbicide precisely in response to the direction and speed of the watercraft. 3. A watercraft that records the actual tracks of the treatment that must be supplied to Owner at end of treatment (e.g., GIS shapefile, digital map). 4. The Contractor must maintain and provide records to verify the area of herbicide coverage and develop required submittals as outline in Section 1.04 Submittals. 3.04 HERBICIDE ENVIRONMENTAL TREATMENT CONDITIONS A. An herbicide must be applied during active plant growth of the target aquatic invasive species and at a period that limits impacts to native plant species as much as practicable. B. Water temperature constraints for spring herbicide applications that target curly-leaf pondweed management: 1. Herbicide application may not occur if the average water column temperature of the lake is greater than 60 °F. If the average water column temperature remains higher than the treatment threshold of 60 °F, no treatment will occur. 2. Herbicide application using Endothall may not occur if the average water column temperature is below 50 °F. C. Water temperature constraints for summer/fall herbicide applications that target Eurasian watermilfoil, hybrid watermilfoil, or brittle naiad management: 1. Herbicide application may not occur if the average water column temperature of the lake is less than 60 °F. If the average water column temperature remains lower than the treatment threshold of 60 °F, no treatment will occur. D. Precipitation constraints for herbicide applications: 1. Herbicides may not be applied in Lake Cornelia if a precipitation event greater than 0.5 inches is forecasted to occur during treatment or within 24 hours after treatment completion. 2. Herbicides may not be applied in Lake Holiday if a precipitation event greater than 1.0 inch is forecasted to occur during treatment or within 24 hours after treatment completion. 3. Herbicides may not be applied in Normandale Lake if a precipitation event greater than 0.25 inches is forecasted to occur during treatment or within 24 hours after treatment completion. 4. Herbicides may not be applied in Shady Oak Lake if a precipitation event greater than 1.0 inch is forecasted to occur during treatment or within 24 hours after treatment completion. Page 240 of 1042 Nine Mile Creek Watershed District 31 31 19-7 RFQ 2025 Herbicide Treatments E. Nine Mile Creek flow constraints for herbicide applications: 1. Spot treatment herbicides, including Diquat and ProcellaCOR, may not be applied if inflows to Normandale Lake from Nine Mile Creek exceed 40 cfs. If inflow exceeds flowrate restriction within 24 hours of the day of treatment, Engineer will notify Contractor that treatment will not occur until the rate of inflow declines below 40 cfs. F. No portion of the Work may occur under conditions which would adversely affect the quality of the Work, unless special means or precautions, approved by the Engineer, are taken to perform the Work in a proper and satisfactory manner. END OF SECTION 31 31 19 Page 241 of 1042 Herbicide Treatment Maps Page 242 of 1042 0 175 350 525 Feet !;N Imagery Source: Hennepin County (2024)Barr Footer: ArcGISPro 3.4, 2025-03-04 16:25 File: I:\Client\Nine_Mile_Creek_WD\Work_Orders\Macrophyte_Maps\2025\20250227_Herbicide RFQ\20250227_Herbicide RFQ.aprx Layout: Figure 1 - Curly-leaf Pondweed (CLP) - Lake Cornelia User: kac2FIGURE 1 Curly-leaf Pondweed (CLP) Lake Cornelia NMCWD Hennepin County, MN D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D !. !(!( !(!( !(!( !(!( !(!( !(!(!( !(!(!(!( !(!( !(!( !(!(!(!( !( !( !(!( !( !( !(!( !(!(!( !( !( !( !( Treatment Area #1 18 Acres Average Depth: 2.7 ft Galleon SC Dose: 6 ppb Treatment Area #2 31.9 Acres Average Depth: 3.7 ft Galleon SC Dose: 6 ppb Access from Laguana Drive over grassy embankment Access via park trails andover grassy embankment Lake Cornelia (South Basin) Lake Cornelia (North Basin) U p p e r T e r OaklawnAveCrestonRdLaguna D r PointDrWooddaleAveB a l f a n z RDWe s t ShoreDrCorneliaDrW 66th St W 64th St 62 313 1 5 5 3 3 3 3 31Prepared by Katie Turpin-Nagel and Kelly Wild, Barr Engineering Co., for NineMile Creek Watershed District, based on the results of a point intercept surveyby Matt Berg, Endangered Resource Services, LLC, on June 12, 2024. CLP Survey Results (June 2024) D Not Observed !.Visual Only (None on Rake) !(Density = 1 !(Density = 2 !(Density = 3 Proposed Treatment Area Access Area Depth Contour (ft) * Depths relative to elevation of 859.0 NAVD88 Page 243 of 1042 0 175 350 525 Feet !;N Imagery Source: Hennepin County (2024)Barr Footer: ArcGISPro 3.4, 2025-03-04 16:25 File: I:\Client\Nine_Mile_Creek_WD\Work_Orders\Macrophyte_Maps\2025\20250227_Herbicide RFQ\20250227_Herbicide RFQ.aprx Layout: Figure 2 - Hybrid Watermilfoil (HWM) - Lake Cornelia User: kac2FIGURE 2 Hybrid Watermilfoil (HWM) Lake Cornelia NMCWD Hennepin County, MN !(!(!( Lake Cornelia (South Basin) Lake Cornelia (North Basin) Access from Laguana Drive over grassy embankment Access via park trails andover grassy embankment Treatment Area #1 0.40 Acres Average Depth: 3.0 ft ProcellaCOR Dose: 0.25 gal/ac-feet* U p p e r T e r OaklawnAveCrestonRdLaguna D r PointDrWooddaleAveB a l f a n z RDWe st S hor e DrCorneliaDrW 66th St W 64th St 62 313 1 5 5 3 3 3 3 31Prepared by Katie Turpin-Nagel and Kelly Wild, Barr Engineering Co., for Nine Mile Creek Watershed District, based on the results of a point intercept survey by Matt Berg, Endangered Resource Services, LLC, on October 14, 2023. !(HWM Location (October 2024) Proposed Treatment Area Access Area Depth Contour (ft) * ProcellaCOR dose of 0.25 gal/ac-ft equates to SePRO 10 Prescription Dose Units (PDUs) per ac-ft. ** Depths relative to elevation of 859.0 NAVD88 Page 244 of 1042 Nine Mile Creek Watershed District 4 RFQ 2025 Herbicide Treatments Table 2 Price Quote Form Respondent will complete items of the Work for the following price(s) as referenced in Section 01 22 00 Unit Price Measurement and Payment of the Technical Specifications Item Description Unit Estimated Quantity1 Unit Price Extension 1.0 Lake Cornelia Curly-leaf Pondweed 1.1 Mobilization/Demobilization LS 1 1.2 Mobilization/Demobilization - Bump LS 1 1.3 Galleon SC Laboratory Analysis EA 4 1.4 Galleon SC Initial Application Quarts 5.4 1.5 Galleon SC Bump Application Quarts 2.7 Lake Cornelia CLP Total 2.0 Lake Cornelia Eurasian/Hybrid Watermilfoil 2.1 Mobilization/Demobilization LS 1 2.2 ProcellaCOR Application Gal 0.3 Lake Cornelia EWM/HWM Total 3.0 Lake Holiday Curly-leaf Pondweed 3.1 Mobilization/Demobilization LS 1 3.2 Mobilization/Demobilization Bump LS 1 3.2 Galleon SC Laboratory Analysis EA 2 3.3 Galleon SC Initial Application Quarts 0.9 3.4 Galleon SC Bump Application Quarts 0.5 Lake Holiday CLP Total 4.0 Normandale Lake Curly-leaf Pondweed 4.1 Mobilization/Demobilization LS 1 4.2 Diquat Application Gal 33.6 Normandale Lake CLP Total 5.0 Normandale Lake Eurasian Watermilfoil 5.1 Mobilization/Demobilization LS 1 5.2 ProcellaCOR Application Gal 4.9 Normandale Lake EWM Total $170.00 $1,090.00 $1,090.00 $5,886.00 $2,943.00 $9,509.00 $0.00 $3,557.00 $1,067.1 $680.00 $0.00 $0.00 $0.00 $1,067.1 $0.00 $0.00 $170.00 $1,090.00 $981.00 $545.00 $1,866.00 $340.00 $0.00 $0.00 $0.00 $2,822.24 $2,822.40 $0.00 $84.00 $1,090.00 $0.00 $0.00 $0.00 $0.00 $3,557.00 $ $ Page 245 of 1042 Nine Mile Creek Watershed District 5 RFQ 2025 Herbicide Treatments Item Description Unit Estimated Quantity1 Unit Price Extension 6.0 Shady Oak Lake Eurasian Watermilfoil and Brittle Naiad 6.1 Mobilization/Demobilization LS 1 6.2 Mobilization/Demobilization Bump LS 1 6.2 Fluridone Laboratory Analysis EA 36 6.3 Fluridone Initial Application Gal 2.0 6.4 Fluridone Bump Application (1)Gal 1.0 6.5 Fluridone Bump Application (2) Gal 1.0 Shady Oak Lake EWM & BN Total 1 Estimated herbicide volumes equate to applying the doses summarized in Table 1 and shown on the maps in Exhibit A. Contract Agreement and Schedule 1. Owner will notify the respondent selected to complete all or some items of the Work (thereafter, the Contractor) of its selection on or before the close of business Wednesday, April 9, 2025, and will provide the required number of unsigned counterparts of the Agreement for the items of the Work to be completed by the respondent, as selected by the Owner. 2. The respondent must review Exhibit B, noting all insurance requirements. Exhibit B includes baseline terms regarding indemnification, insurance, property, and data management. Owner is disinclined to negotiate the terms of the agreement but encourages respondents to contact the E discretion. 3. Within 7 calendar days after receiving notice of selection, the Selected Contractor must sign and deliver the required number of counterparts of the agreement with attachments to Owner, in accordance with the instruction for delivery in the notice, along with the required evidence of insurance and all other required submittals. 4. The Contractor will be authorized to begin the Work, subject to technical specifications requiring certain conditions and findings prior to commencement of the Work, immediately after issuance of notice to proceed to Contractor. 5. Owner will obtain the required Department of Natural Resources permit(s) for the Work. The Work can only occur after the required state permit is obtained, during active growth of the designated AIS, and during the weather, temperature, and flow conditions specified in Section 31 31 19, Subsection 3.04 of the Technical Specifications. $0.00 $0.00 $170.00 $2,770.00 $2,770.00 $2,770.00 $2,770.00 $0.00 $0.00 $6,120.00 $5,540.00 $2,770.00 $17,200.00 Page 246 of 1042 Nine Mile Creek Watershed District 6 RFQ 2025 Herbicide Treatments Quote Submittal Communications concerning this price quote must be addressed to the address of respondent at the address indicated below. This quotation is submitted by: Firm Name: By: Title: Official Address: Phone: Federal Tas I.D. No: Signature: Date: Patrick Selter Vice President 1511 Maras Street PLM Lake @ Land Management Shakopee, MN 55379 (651) 383-1150 03/12/2025 38-2244705 Page 247 of 1042 d ITEM REPORT Date: May 6, 2025 Item Activity: Approve Meeting: City Council Agenda Number: 6.6 Prepared By: Chad Millner, Engineering Director Item Type: Report & Recommendation Department: Engineering Item Title: Certificate of Completion: Site Improvement Performance Agreement with Pentagon One, LLC, for 4660 77th Street, The Fred Development Project Action Requested: Approve the Certificate of Completion: Site Improvement Performance Agreement with Pentagon One, LLC, for 4660 77th Street, The Fred Development Project. Information/Background: The developer has fully complied with the obligations required as part of the Site Improvement Agreement dated September 21, 2021, and recorded as Document No. T5918892. This Certificate of Completion authorizes Hennepin County Registrar of Titles to accept that the conditions of the agreement have been met. Resources/Financial Impacts: Relationship to City Policies: Supporting Documentation: 1. Certificate of Completion 2. Affidavit of Completion Page 248 of 1042 1 229532v1 (Reserved for recording information) CERTIFICATE OF COMPLETION The undersigned hereby certifies that PENTAGON ONE LLC, a Minnesota limited liability company (“Developer”) has fully complied with its obligations to construct the required public improvements under that document titled Site Improvement Performance Agreement dated September 21, 2021, recorded with the Office of the Hennepin County Registrar of Titles on January 31, 2022, as Document No. T5918892 (“Agreement”), by and between the CITY OF EDINA, a Minnesota municipal corporation (the “City”) and Developer relating to the property legally described on the attached Exhibit “A”. The issuance of this Certificate of Completion by the City does not affect, modify, or terminate the additional and continuing duties, covenants, and obligations of Developer, or its successors and assigns, as stated in the Agreement. The Hennepin County Registrar of Titles is hereby authorized to accept for recording the filing of this instrument, to be a conclusive determination of the satisfaction and termination of the covenants and conditions of the Agreement described above. IN WITNESS WHEREOF, the City has caused this certificate to be duly executed in its name and behalf of the ______ day of _____________, 2025. CITY OF EDINA By: ____________________________________ James Hovland, Mayor By: ____________________________________ Sharon Allison, City Clerk Page 249 of 1042 2 229532v1 STATE OF MINNESOTA ) )ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this _____ day of ___________, 2025, by James Hovland and Sharon Allison, respectively, the Mayor and City Clerk, 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 DRAFTED BY: CAMPBELL KNUTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, MN 55121 651-452-5000 AMP/mew Page 250 of 1042 3 229532v1 EXHIBIT “A” TO CERTIFICATE OF COMPLETION Tract A, Registered Land Survey No. 1218, Hennepin County, Minnesota. (COT 1526360) (Torrens) Page 251 of 1042 Page 252 of 1042 Page 253 of 1042 Page 254 of 1042 Page 255 of 1042 Signature Inc By: Its:Vtcl ?a.er$erur STATE OF MINNESOTA COUNTY OF HENNEPIN ^dThe foregoing instrument was acknowledged before me this a7 day or 0-(.(lmW(2023, uv rAN\t{ bu+u--the of Weis Builders, fnc., a Minnesota corporation, on behalf of the corporation. Notary ss ) ) ) c LORIM STANDLY NOTARY PUBLIC NNESOTAMI .lan.202,431Commissiottl-x0iro$My Page 256 of 1042 d PURCHASE REPORT Date: May 6, 2025 Item Activity: Approve Meeting: City Council Agenda Number: 6.7 Prepared By: Noah Silver, Electrical Supervisor Item Type: Request for Purchase Department: Engineering Item Title: Request for Purchase: Air Conditioner Unit for Fire Station #1 Server Room Action Requested: Approve Request for Purchase for Air Conditioner Unit for Fire #1 Server Room with Metropolitan Mechanical Contractors for $34,440.00. Information/Background: The existing HVAC unit is past its service life. This unit provides proper cooling and humidity levels for the fire station's server room. Vendor: MMC Requisition #: 12500098 Cost: $34,440.00 Equipment Status: Replacement Resources/Financial Impacts: This project is funded by Facilities Capital Projects budget. Division staff will maintain the new unit. Relationship to City Policies: This project aligns with the Strong Foundation and Reliable Service plans by providing proper cooling and humidity levels for the fire station's server room, keeping the City's network and IT equipment reliable and functioning. Budget Pillar: Strong Foundation Reliable Service Values Impact: Stewardship The new system will provide efficient, quality, cooling and humidification well into the future. Supporting Documentation: 1. Fire Station #1 Liebert Replacement Page 257 of 1042 City of Edina - Fire Station #1 City of Edina: Fire Station #1 - 1.5 T Liebert Replacement Prepared for: Noah Silver Prepared by: Lee Bystrom 612-360-9888 lee.bystrom@metromech.us Page 258 of 1042 Scope of Work We propose the following: MMC proposes to furnish and install the scope of work located City of Edina - Fire Station #1 MMC proposes to furnish and install (1) new 1.5 ton Liebert system that will serve upstairs data room. MMC will isolate existing 1 ton Liebert system in order to demo out and reclaim refrigerant. MMC will sub-contract electrical contractor in order to disconnect electrical power from existing unit. MMC will remove existing condenser off roof with MMC internal boom truck. MMC will demo out and remove existing refrigerant lineset. MMC will carefully remove existing indoor unit suspended from ceiling to ensure not to hit fire suppression lines near equipment. MMC will use hand-crack blue material lift to safely remove existing unit from hangers and hoist down to be disposed/recycled. MMC will be supplying and install (1) new (upsized from 1T to 1.5T) Liebert MiniMate2 M# MMD18E-PJE0N with M# PFH20A-PL# Outdoor condenser that will come with the following; split system evap, 3-row coil, 1/5 HP 2 speed blower motor, canister humidifier, disconnect switch, supply/return ceiling grate kit with filter, condensate pump, scroll compressor, HG bypass, and LeeTemp head pressure control for low ambient controls. MMC will use internal boom truck in order to hoist Liebert condenser onto roof that will be set on existing sleepers where condenser will reside. MMC will carefully rig and hoist indoor Liebert into place and use existing hangers to support MiniMate indoor unit. MMC will provide and install new refrigerant lineset from indoor unit and snake through mechanical room through dog-house on to roof to be hooked up into outdoor condenser. MMC will braze in new lineset into new indoor unit along with outdoor condenser with filter drier. MMC will pull deep vacuum to ensure no leaks are present in lineset. Insulation where needed. MMC will use existing water supply line and run into new indoor unit that will be hooked up into units canister humidifier. Insulation where needed. MMC will run new line to hook up into existing condensate line with internal condensate pump. Insulation where needed. MMC will sub-contract electrical contractor in order to upsize electrical due to new units going from 35A to 40A service. MMC have contract provide the following; disconnect of units, power/wiring increased to accominidate 40A service, (2) new electrical breakers, new factory disconnect indoor/outdoor, roughly 150-200' of new wire from breaker panel to units. MMC will sub-contract sister company NYCO Insulation to insulate areas that are needed in various spots of project MMC will pull permit through City of Edina to ensure all proper steps and code requirements are met. MMC will ensure upon completion of job, job site is cleaned up and old equipment is disposed and recycled from job site. **MMC will provide Liebert Certified technician to install and perform start up of new Liebert system and set up parameters correctly to specs of manufacture. MMC will perform start up and check out to ensure system is working properly. Included in this proposal: Labor to complete job $9,800.00 Material and tools to complete job $17,331.00 Page 259 of 1042 Misc. material to complete job $825.00 Electrical $4,679.00 Insulation $850.00 Truck charges $400.00 Start up and check out Items not included in this proposal are as follows (Unless noted above): Anything outside the scope that needs to be repaired will be additional Overtime Labor Lifts Electrical Drywall Insulation Controls Sprinkler Engineering WE PROPOSE hereby to furnish material and labor – complete in accordance with above specifications, for the sum of. TOTAL: Thirty-Three Thousand Eight Hundred Eighty-Five Dollars ($33,885.00) **Line Item #1: 2 to 5 year compressor warranty ($555.00) Lee Bystrom Senior Project Manager Approved: ___________________ City of Edina Page 260 of 1042 GENERAL TERMS AND CONDITIONS 1.The Terms and Conditions herein contain the entire agreement and shall become a valid contract after acceptance by CUSTOMER, OWNER, MANAGER, OR OCCUPANT (Hereinafter referred to as “Customer”). Authorization and/or performance of the work shall be evidence of acceptance of the Terms and Conditions and shall be considered a contract. By allowing Company to begin work, Customer representative certifies that they are duly authorized to bind the Customer to agree to these Terms and Conditions. Unless specifically agreed to in writing by authorized personnel of APi HVAC SERVICES, INC (“Company”) including Grunau Company, Metropolitan Mechanical Contractors (MMC), Northern Air (NAC), Tessier’s, no additional or different terms and conditions shall be accepted or incorporated by reference to the contract including Customer’s, purchase orders, contracts, or related terms and conditions. If any provision hereof shall be invalid, the remaining provisions shall survive and be enforceable against the parties. The laws of the state where the work is performed shall govern. This Agreement supersedes all prior agreements. 2.All work will be conducted first shift, Monday through Friday, excluding holidays. Work outside of the first shift shall be at the prevailing overtime time rates. 3.Except as provided within this proposal, the Company does not guarantee or warranty other existing equipment or systems of Customer’s including suitability, performance, and compliance with all applicable codes. Company will not be required to move, replace or alter any part of the building structure in the performance of this work except as provided within the proposal. 4.Upon approved Open Credit by the Company, Invoices are due upon receipt and shall not be subject to receipt of payment from another party. Company will invoice in accordance with the proposal, or upon completion of the services. 5.Customer shall pay, in addition to the proposal or quoted price, all taxes which are required by the prevailing statutes and service fees for credit card payments. 6.In the event the Customer fails to pay invoices when due, Customer agrees to pay in addition to the invoice an amount equal to 1.5% per month on the unpaid balance or the maximum allowed by law. In addition, Customer, agrees to pay all cost of collection including court costs and attorney fees. Company may, at their option, terminate the contract and in any event, will not be obligated to perform any additional work until past due payments have been received. 7.No DBE, MWBE or other minority program participation goals or requirements are included or inferred unless specifically stated in the proposal. 8.Customer shall be responsible for all systems and equipment not within the scope of the work as defined in the proposal. The Customer shall maintain and promptly correct or repair deficiencies (or cause them to be corrected), damaged parts, or impairments found while performing the services or work. Repairs shall be performed by qualified personnel or a qualified contractor. 9.Authorized Company personnel shall be admitted into all areas of the premises and allowed to start and stop equipment for the purpose of executing the scope of work. Appropriate notice will be given. 10.Customer shall provide a safe work environment and provide notice of all known hazards related to the scope of work and shall promptly notify Company of any conditions that may impact the scope of the work. Customer shall make available to Company's personnel all pertinent Material Safety Data Sheets (MSDS) pursuant to OSHA'S Hazard Communication Standard Regulations. 11.Company's obligation under this proposal and any subsequent contract does not include the identification, abatement or removal of asbestos or any other toxic or hazardous substances, hazardous wastes, or hazardous materials. In the event such substances, wastes and materials are encountered, Company's sole obligation will be to notify the Customer of their existence. Company shall have the right thereafter to suspend its work until such substances, wastes or materials and the resultant hazards are removed. 12.The parties agree that if the Company is hindered or delayed at any time in the commencement or progress of the work, the Company shall be entitled to an extension of the time. Furthermore, additional compensation will be sought for increased costs associated with a delay outside of the control of the Company. 13.This Agreement may not be assigned by Customer without the written consent of the Company. 14.Customer shall obtain the type and amount of insurance coverage which it determines necessary and agrees to require its insurance policies to be endorsed so as to waive all rights of subrogation against Company. 15.TO THE FULLEST EXTENT PERMITTED BY LAW, CUSTOMER AGREES TO DEFEND, INDEMNIFY AND HOLD HARMLESS COMPANY AND ITS OFFICERS, DIRECTORS, EMPLOYEES, AGENTS, PARENT COMPANY, SUBSIDIARIES AND AFFILIATES, (HEREINUNDER REFERRED TO AS “INDEMNIFIED PARTIES”) FROM AND AGAINST ANY AND ALL CLAIMS, DEMANDS, LOSSES, EXPENSES OR LIABILITIES OF ANY KIND, INCLUDING ATTORNEY’S FEES, (HEREINUNDER REFERRED TO AS “DAMAGES”) ARISING IN WHOLE OR IN PART FROM THE NEGLIGENCE OR FAULTOF CUSTOMER. FURTHER AND NOTWITHSTANDING THEPRECEDING SENTENCE, COMPANY SHALL BE HELD HARMLESS AND SHALL NOT BE LIABLE TO CUSTOMER FOR ANY CLAIMS, LIABILITIES, DAMAGES, LOSSES AND EXPENSES RELATED TO MOLD OR THE CREATION OF MOLD AT CUSTOMER'S LOCATION(S) AND SHALL HAVE NO OBLIGATION TO TREAT, IDENTIFY OR REMOVE SUCH MOLD. 16.The Company provides a one-year warranty (parts and labor) on all new installations of equipment or systems unless otherwise outlined in the proposal letter. The Company warrants all service and repairs for 90 days from completion of the work. The Company uses only new parts for replacement purposes and shall pass through to Customer the manufacturer’s warranty. The Company’s labor and other costs for replacement of warranty parts outside of the aforementioned warranty periods is not covered by the manufacturer’s warranty and as such shall be invoiced separately at Company’s prevailing rates or on a separately quoted basis. THIS LIMITED WARRANTY IS EXPRESSLY IN LIEU OF ANY OTHER EXPRESS OR IMPLIED WARRANTIES, INCLUDING BUT NOT LIMITED TO ANY IMPLIED WARRANTY OR MERCHANTABILITY OR FITNESS FOR ANY PARTICULAR PURPOSE. 17.IT IS UNDERSTOOD AND AGREED BY CUSTOMER THAT COMPANY IS NOT AN INSURER, THAT CUSTOMER SHALL OBTAIN THE TYPE AND AMOUNT OF INSURANCE COVERAGE WHICH IT DETERMINES NECESSARY, AND THAT THE AMOUNTS PAYABLE TO THE COMPANY HEREUNDER ARE BASED UPON THE VALUE OF SERVICES RENDERED AND ARE UNRELATED TO THE VALUE OF CUSTOMER’S PROPERTY, THE PROPERTY OF OTHERS LOCATED ON CUSTOMER’S PREMISES, OR ANY POTENTIAL LIABILITY OR DAMAGE TO CUSTOMER ARISING OUT OF THE WORK PERFORMED BY COMPANY. CUSTOMER ACCORDINGLY AGREES THAT THE SOLE AND EXCLUSIVE LIABILITY OF COMPANY, ITS OFFICERS, DIRECTORS, EMPLOYEES, PARENT COMPANIES, SUBSIDIARIES, AFFILIATES AND AGENTS ARISING OUT OF OR IN ANY WAY RELATING TO OR CONNECTED WITH THE WORK PERFORMED BY THE COMPANY SHALL BE LIMITED TO THE PRICE OF THE WORK PERFORMED BY THE COMPANY OR $10,000, WHICHEVER IS LESS. THIS LIMITATION OF LIABILITY SHALL APPLY TO ALL CLAIMS, DEMANDS, LOSSES, EXPENSES OR LIABILITIES OF ANY KIND, INCLUDING ATTORNEY’S FEES, (HEREINUNDER REFERRED TO AS “DAMAGES”), SUSTAINED BY CUSTOMER OR ANY OTHER PARTY CLAIMING BY OR THROUGH CUSTOMER, AND SHALL APPLY REGARDLESS OF WHETHER SUCH “DAMAGES” ARE ACTUALLY OR ALLEGEDLY CAUSED BY NEGLIGENCE, PRODUCT LIABILITY, BREACH OF CONTRACT, BREACH OF WARRANTY, BREACH OF VIOLATION OF A STATUTE, ORDINANCE, GOVERNMENTAL REGULATION STANDARD OR RULE OR OTHER FAULT OF COMPANY, ITS OFFICERS, DIRECTORS, EMPLOYEES, AGENTS, PARENT COMPANIES, SUBSIDIARIES AND AFFILIATES. 18.Neither party shall be liable for any special, indirect, incidental, consequential, or liquidated, penal or any economic damages or any character, including but not limited to loss of use of Customer’s, property, loss of profits or loss of production, whether claimed by owner, manager, or occupant, or any third party, irrespective of whether claims or actions for such damages are based upon contract, warranty, negligence, tort, strict liability or otherwise. 19.Any legal action against the Company shall be commenced within (1) year from the date of the work. 20.The annual Agreement price is conditioned upon the system(s) covered being in a maintainable condition. If the initial inspection or seasonal start-up indicates repairs are required, a quotation will be submitted for Customer's approval. Should Customer not authorize the repairs, Company may remove the unacceptable system(s), component(s), or part(s), from its scope of responsibility and adjust the annual Agreement price accordingly or cancel this Agreement. 21.The annual Agreement price is subject to adjustment on each commencement anniversary to reflect increases in labor, material and other costs. 22.Customer shall permit only Company’s personnel or agent to perform the work included in the scope of this Agreement. Should anyone other than Company's personnel perform such work, Company may, at its option, cancel this Agreement or eliminate the involved item of equipment from inclusion in this Agreement. 23.Company expressly disclaims any and all responsibility and liability for the indoor air quality of the customer's facility, including without limitation injury or illness to occupants of the facility or third parties, arising out of or in connection with the Company's work under this agreement. 24.Due to current volatility in raw material pricing and possibility of tariffs, this proposal is based upon current market value. We reserve the opportunity to re-evaluate our proposal at the time of award based upon material pricing and tariffs at that time Rev (2.6.25) Page 261 of 1042 d PURCHASE REPORT Date: May 6, 2025 Item Activity: Approve Meeting: City Council Agenda Number: 6.8 Prepared By: Chad Millner, Engineering Director Item Type: Request for Purchase Department: Engineering Item Title: Request for Purchase: Cooperative Agreement with Hennepin County for ADA Improvements along France Avenue Action Requested: Approve Request for Purchase for Cooperative Agreement with Hennepin County for ADA Improvements along France Avenue for $447,555. Information/Background: During the design of the Metro Transit E-Line BRT Project, Hennepin County identified additional ADA improvements along France Avenue that could be incorporated into the project. They also secured some grant funding to offset the cost to both Hennepin County and Edina. Previously approved Cooperative Agreement PW 54-11-23 outlines the conditions of the project. Improvements have been installed, and the County is requesting partial payment #1 for reimbursement. Requisition Number: 12500108 Funding Source: Municipal State Aid Vendor: Hennepin County Equipment Status: Replacement Cost: $447,555.45 Resources/Financial Impacts: This work is funded by Municipal State Aid Funds. Hennepin County coordinated implementation and Edina is required to maintain sidewalks along county roads. 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 Livable City Page 262 of 1042 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. Hennepin County Cooperative Agreement Page 263 of 1042 Page 264 of 1042 Page 265 of 1042 Page 266 of 1042 Page 267 of 1042 Page 268 of 1042 Page 269 of 1042 Page 270 of 1042 Page 271 of 1042 Page 272 of 1042 Page 273 of 1042 Page 274 of 1042 Page 275 of 1042 Page 276 of 1042 Page 277 of 1042 Page 278 of 1042 Page 279 of 1042 Page 280 of 1042 Page 281 of 1042 Page 282 of 1042 Page 283 of 1042 Page 284 of 1042 Page 285 of 1042 Page 286 of 1042 Page 287 of 1042 Page 288 of 1042 Page 289 of 1042 Page 290 of 1042 Page 291 of 1042 Page 292 of 1042 Page 293 of 1042 d PURCHASE REPORT Date: May 6, 2025 Item Activity: Approve Meeting: City Council Agenda Number: 6.9 Prepared By: Jon Darsow, Facility Supervisor Item Type: Request for Purchase Department: Engineering Item Title: Request for Purchase: Design and Bidding Services for Public Works B100 Project Action Requested: Approve Request for Purchase Design and Bidding Services for Public Works B100 Project with Bolton & Menk for $49,382. Information/Background: The B100 project consists of converting ten heavy-duty diesel fuel vehicles in the City fleet to B100 fuel. The City will be installing a self-contained 8600-gallon B100 fuel tank at the Public Works site. Edina will be one of the first cities in Minnesota to begin transitioning its heavy-duty diesel fleet to alternative biofuels. Doing this conversion will significantly reduce a vehicle's emissions by at least 75 percent and improve air quality. Requisition Number: 12500107 Funding Source: CAS, Grants, Donations Vendor: Bolton & Menk Equipment Status: New Cost: $49,382.00 Resources/Financial Impacts: This project is being funded through Federal Grants, State funding, Donations, and CAS Funds. Relationship to City Policies: This project aligns with the Comprehensive Plan and Climate Action Plan. Budget Pillar: Livable City Reliable Service Values Impact: Page 294 of 1042 Sustainability This project will significantly reduce emissions for 10 diesel trucks. Health This project will significantly reduce emissions for 10 diesel trucks. Stewardship This project will provide a long-term solution to reduce the emissions on a portion of our heavy-duty fleet. Supporting Documentation: 1. Bolton & Menk B100 Tank Agreement Page 295 of 1042 H:\EDINA_CI_MN\_Bridge\Bio-Diesel Tanks\B100 Tank.docx 3300 Fernbrook Ln North Suite 300 Plymouth, MN 55447 Phone: (763) 544-7129 Bolton-Menk.com April 30, 2025 Jon Darsow Facilities Supervisor; CFM 7450 Metro Blvd. | Edina, MN 55439 RE: Bio-Diesel Fuel Station Mr. Darsow, Bolton & Menk appreciates the opportunity to continue our partnership with the City of Edina as they facilitate a transition to a bio-diesel fueling ecosystem. As part of this work we will assist the city with project development, bidding, material procurement, and grant management associated with this transition. In general terms, our project approach includes the following: 1. Firstly, a letting for the Acquisition of Vehicular Modification Equipment in order to expedite the spend of sunsetting grant funds. a. We understand that this will only involve procurement, and that City Mechanics/Maintenance would be performing the installation. 2. Preparation of removal plan, subgrade preparation guidelines, slab design, and barrier details, for independent bidding. 3. Separate letting for the Fuel Station itself. This will likely have the same or similar front end as the slab, but slightly more involved specifications and provisions. Attached, please find our detailed scope and fee estimate for this work. In continued service to the City of Edina, we look forward to this project. I will serve as your primary contact for this effort. Please do not hesitate to reach out should you have any questions regarding our proposal. Sincerely, Bolton & Menk, Inc. James D. Archer Principal Structural Engineering Manager ____________________________ City of Edina Page 296 of 1042 CLIENT: City of EdinaPROJECT: Bio-Diesel Fuel StationPrincipal Structural EngineerSr. ArchitectStructural EngineerArchitectTechnicianAdministrative AssistantCostsCharge Rates ==> $241 $261 $176 $186 $168 $112Task 1: Project Management1.1 Project Management 4 $9641.2 Project Kick-Off Meeting (1 Meeting) 1 1 $5021.3 Project Team Coordination (3 Meetings) 3 6 6 6 $4,4611.4 2 8 16 $5,546SUBTOTAL HOURS - Phase I:10 15 6 22 0 0$11,473Task 2: Preliminary DesignConcrete Slab Design & Detaling2.1 Data Collection & Review 2 2 $6882.2 External Coordination Meeting - Client 1 1 1 $6232.3 External Cordination Meeting - Geotechnical 4 2 $1,0402.4 Internal Cordination Meetings 2 2 2 $1,0602.5 Design & Detailed Plan Development 2 15 23 $7,0262.6SUBTOTAL HOURS - Phase II:0 3 24 3 29 0$10,437Task 3: Final Design & Construction DrawingsRemovals & Concrete Slab Letting3.1 Prepare Specifications/Special Provisions/Bid Documents 4 4 4 12 $3,8363.2 Post to QuestCDN 1 2 $4853.3 Contractor RFI's 1 1 4 $1,2063.4 Bidding Assistance 4 $1,0443.5SUBTOTAL HOURS - Phase II:1 10 8 4 0 14$6,571Task 4: Construction Adoscuments (CD)Bio-Diesel Station Letting4.1 Prepare Specifications/Special Provisions/Bid Documents 6 1 8 12 $4,5744.2 Post to QuestCDN 1 2 $4854.3 Contractor RFI's 1 2 $6134.4 Bidding Assistance 4 $1,0444.5SUBTOTAL HOURS - Phase II:0 12 3 8 0 14$6,716Task 5: Construction Administration (CA)Equipment Conversion Components Letting5.1 Prepare Specifications/Special Provisions/Bid Documents 6 10 12 $4,7705.2 Post to QuestCDN 1 2 $4855.3 Contractor RFI's 4 4 $1,7885.4 Bidding Assistance 4 $1,0445.5SUBTOTAL HOURS - Phase II:0 15 0 14 0 14$8,087Task 6: Construction Administration (CA)Construction Administration 5.1 Shop Drawing Review 4 4 4 $2,1205.2 Construction Meetings 2 2 2 $1,3565.3 Construction RFI's 4 4 $1,7485.4 Pay Applications 2 2 $8745.5SUBTOTAL HOURS - Phase II:2 8 12 4 4 0$6,098Additional Direct Expenses6.0$0SUBTOTAL - Additional Direct Expenses: $0$49,382TOTAL ESTIMATED CONTRACT AMOUNTSub-Total - Task 5: Construction AdministrationSub-Total - Task 5: Construction AdministrationSub-Total - Task 2: Schematic Design (SD)Sub-Total - Task 3: Design Development (DD)Sub-Total - Task 4: Construction Documents (CD)Bolton & Menk, Inc.WORK TASKSub-Total - Task 1: Project ManagementPage 297 of 1042 d PURCHASE REPORT Date: May 6, 2025 Item Activity: Approve Meeting: City Council Agenda Number: 6.10 Prepared By: Chad Millner, Engineering Director Item Type: Request for Purchase Department: Engineering Item Title: Request for Purchase: Change Order Warranty Date for Eden Avenue & Grange Road Roundabouts Action Requested: Approve Request for Purchase Change Order Warranty Date for Eden Avenue & Grange Road Roundabouts to extend the warranty period from 2025 to 2026. Information/Background: This contract change order will extend the warranty period 12-months to 2026. The same contractor completed work in 2023 and 2024 around City Hall. This change will allow them to complete all warranty work in 2026 for both projects. This date change accommodates the Interchange Project Traffic Control Plan. Requisition Number: 12300034 Funding Source: NA Vendor: S.M.Hentges Equipment Status: Replacement Cost: $0.00 Resources/Financial Impacts: No additional financial impacts associated with this change order. Relationship to City Policies: This project aligns with the Comprehensive Plan, Pedestrian & Bicycle Master Plan and Climate Action Plan. Budget Pillar: Strong Foundation Values Impact: Stewardship Replacing aging infrastructure at the appropriate time is sound asset management practice. Page 298 of 1042 Supporting Documentation: 1. Eden Wilson Contract Date Change Order Page 299 of 1042 CHANGE ORDER WARRANTY DATE Contract No: ENG22016 Contract Date: March 21, 2023 Type of Work: Eden Avenue & Grange Road Roundabouts Location: Eden Avenue & Grange Road Contractor: S.M.Hentges and Sons, Inc. Address: 650 Quaker Avenue, Jordan MN 55352 Description of Change: Adjustment of the 2-year Warranty Period Completion Date ITEM DESCRIPTION UNIT QTY PRICE TOTAL 1 12-month contract extension to complete warranty work in 2026 with Contract ENG 24-5 West 50th Street Improvements. The warranty punchlist will be created in 2025 for ENG22016. This date change accommodates the Interchange Project Traffic Control Plan. $0.00 TOTAL CHANGE ORDER WARRANTY DATE $0.00 IN ACCORDANCE WITH THE CONTRACT AND SPECIFICATIONS, THE CONTRACT AMOUNT SHALL BE ADJUSTED IN THE AMOUNT OF $0.00, AND EXTENSION OF 12 MONTHS SHALL BE ALLOWED FOR COMPLETION OF WARRANTY WORK FOR THE PROJECT. Approved Contractor: City of Edina: By: By: Title: Title: Date: Date: G:\ENG\CONST\CONTRACTS\2023\A286 Eden & Grange Roundabouts\ADMIN\LEGAL\ENG22026 Eden Wilson Contract Date Change Order.docx Page 300 of 1042 d PURCHASE REPORT Date: May 6, 2025 Item Activity: Approve Meeting: City Council Agenda Number: 6.11 Prepared By: Jon Darsow, Facility Supervisor Item Type: Request for Purchase Department: Engineering Item Title: Request for Purchase: Public Works Gender Neutral Restroom Project Action Requested: Approve Request for Purchase for Construction Services with MIC Services LLC for $105,989. Information/Background: This is to build a gender-neutral restroom along the public-facing hallway of Public Works to serve the community and staff. This requires a small reconfiguration of the women's current locker room. Requisition Number: 12500106 Funding Source: Asset Preservation Vendor: MIC Services LLC Equipment Status: N/A Cost: $105,989.24 Resources/Financial Impacts: The project is being funded through Asset Preservation Funds. Relationship to City Policies: This project is currently a 2025 work plan item. Budget Pillar: Better Together Strong Foundation Values Impact: Equity This project will provide a restroom for all identities. Supporting Documentation: 1. MIC Services Contract Page 301 of 1042 Page 302 of 1042 Page 303 of 1042 Page 304 of 1042 Page 305 of 1042 Page 306 of 1042 Page 307 of 1042 Page 308 of 1042 Page 309 of 1042 Page 310 of 1042 Page 311 of 1042 Page 312 of 1042 Page 313 of 1042 d PURCHASE REPORT Date: May 6, 2025 Item Activity: Approve Meeting: City Council Agenda Number: 6.12 Prepared By: Jon Darsow, Facility Supervisor Item Type: Request for Purchase Department: Engineering Item Title: Request for Purchase: City Hall Workstations Action Requested: Approve Request for Purchase for City Hall Workstations with Fluid Interior for $93,150. Information/Background: The project includes providing 12 cubicles and 2 hoteling workstations at City Hall for internal and external facilities staff to use. This project will resolve current deficiencies with the precast flooring, carpet, and changes in staffing operations. These workstations have the flexibility to be re-used and reconfigured with any future space adjustments. Requisition Number: 12500105 Funding Source: Equipment and Asset Preservation Budget Vendor: Fluid Interiors Equipment Status: New Cost: $93,150.37 Resources/Financial Impacts: This project is being funded by the City Hall Equipment Reserves and Asset Preservation Budgets. The contractor is on the state contract. Relationship to City Policies: This project addresses some of the space inefficiencies identified in past space need studies. Budget Pillar: Reliable Service Values Impact: Health Right-sizing cubicles and providing adequate workstations for the operational changes in these departments. Page 314 of 1042 Supporting Documentation: None Page 315 of 1042 d ITEM REPORT Date: May 6, 2025 Item Activity: Approve Meeting: City Council Agenda Number: 6.13 Prepared By: Andrew Scipioni, Transportation Planner Item Type: Report & Recommendation Department: Engineering Item Title: Transportation Commission Mid-Year Work Plan Modification Action Requested: Approve mid-year modification to the Transportation Commission's 2025 work plan. Information/Background: The Transportation Commission is requesting to add a new initiative to their approved work plan. Staff believe that the Commission has sufficient capacity to complete this initiative in the 2025 calendar year and that the initiative aligns with the City's strategic goals. See attached staff report and supporting documents. Resources/Financial Impacts: This initiative requires no funds and mininal additional support from the staff liaison. Relationship to City Policies: This initiative supports the goal within the Transportation Chapter of the Comprehensive Plan to "engage, seek input from and educate all segments of the community regarding transportation-related issues and projects impacting the City." Supporting Documentation: 1. Staff Report : Work Plan Modification 2. Approved 2025 Work Plan 3. Proposed Initiative #5 Page 316 of 1042 City of Edina • 4801 W. 50th St. • Edina, MN 55424 Information / Background: The Transportation Commission is proposing to add a fifth initiative to their approved 2025 work plan: “Review and recommend possible changes to Edina City Code Sec. 26-282 Operation of Bicycles and secondary effects on City plans and resident experience.” The Commission provided feedback on a draft of Ordinance 2025-04, amending Chapters 24 and 26 of Edina City Code concerning electric-assist bicycles. This ordinance was presented to City Council at their April 1 regular meeting, where the Council directed staff to revise the ordinance to restrict e-bikes on sidewalks. The revised ordinance was approved on April 16, before the Commission had an opportunity to provide feedback at their April 17 regular meeting. Local transportation regulations impact the City’s ability to meet strategic objectives outlined in the Comprehensive Plan, Living Streets Plan, and Pedestrian and Bicycle Master Plan. The Commission would like to provide recommendations on the City’s current bicycle regulations and share feedback on how these regulations impact mobility and quality of life. Staff recommends revising the initiative description as follows: “Review and recommend possible changes to Edina City Code Sec. 26-282 Operation of Bicycles Chapter 26 Article X. Bicycles, considering and secondary effects on City plans and resident experience.” Staff believes that the Commission has the capacity to complete this initiative in the 2025 calendar year, that the scope of this initiative is appropriate for the Commission, and that the initiative aligns with the City’s strategic goals to improve safety and mobility through a fully multi-modal transportation system. Attachments Transportation Commission Approved 2025 Work Plan Transportation Commission Proposed Initiative #5 Date: May 6, 2025 To: Mayor and City Council From: Andrew Scipioni, Transportation Planner Subject: Transportation Commission Work Plan Modification Staff Recommendation: Approve the mid-year work plan modification with suggested revisions. Page 317 of 1042 Page 1 of 3 Transportation Commission 2025 Work Plan 1 Initiative Type: Project Target Completion Date: Q4 Lead(s): Grant Wright Initiative Title: Safe and Equitable Mobility Action Plan Project Team Participation Initiative Description: Appoint Commissioners to represent perspectives from the Transportation Commission in the Safe and Equitable Mobility Action Plan (SEMAP) project team. Deliverable: Commissioner will actively participate in the SEMAP project team and provide regular updates to the Commission. SEMAP will merge the City’s current transportation-related plans (e.g., Safe Routes to School, Living Streets, Pedestrian and Bicycle Master Plan) into one streamlined action plan. Council Charge: ☐ 1: Study & Report ☒ 2: Review & Comment ☐ 3: Review & Recommend ☐ 4: Review & Decide Budget Required (completed by staff): No budget required beyond staff time. Staff Support Required (completed by staff): No additional support required beyond Transportation Planner participation in working group. 2 Initiative Type: Event Target Completion Date: Q3 Lead(s): Adam Rosen, Andy Lewis, Tricia Rubenstein, Chris Brown Initiative Title: Commission-Led Events on Promoting Multimodal Transportation Initiative Description: The Transportation Commission is committed to engaging the community regarding the importance of a strong bicycle and pedestrian network. To support this effort, the Commission will host at least two public events to share the city’s plans for non-motorized transportation and explain the Commission’s role in these initiatives. These events aim to educate residents about the Commission's work, how to provide input on transportation-related matters, and the value and purpose of the Pedestrian and Bicycle Master Plan. By connecting people’s lived experiences with city infrastructure, the Commission will highlight the importance of its investments and decision-making in shaping transportation priorities. Deliverable: Host two community-focused events: one organized by the Commission and another in partnership with an external organization or as part of an existing public event. The events will aim to enhance public engagement, promote community transportation initiatives, and educate community members on the city’s long range transportation plans. Partner with City communications to promote and communicate events and associated information and materials. Proposed event ideas Event 1: Transportation Committee-Led Event Event Name: (To Be Determined) Proposed Timing: Spring/Summer Location: Public Works Building, City Hall, Centennial Lakes, or an Edina elementary school = commission = staff Page 318 of 1042 Page 2 of 3 Event Ideas: Community Bike Safety Day: The committee could lead an event focused on promoting bicycle safety, with helmet checks, bike maintenance workshops, and a bike obstacle course for kids. Green Transportation Expo: A day to explore alternative transportation options, including electric bikes, public transportation education, and eco-friendly commuting solutions. This could potentially be a partnership event with EEC. Event 2: Partnered or Existing City Event Event Name: (To Be Determined) Proposed Timing: Align with a local city event (e.g., 4th of July Parade, Public Works open house, Edina Art Fair, Centennial Lakes Programming) Event Ideas: Open Streets Partnership (if applicable): Join an existing Open Streets event, where streets are closed to vehicle traffic, creating a safe space for pedestrians, cyclists, and community activities. The transportation committee could host a booth focused on pedestrian and cyclist safety and alternative transportation options. Bike to School Day Collaboration: Partner with local schools to promote biking or walking to school. This event could include community-led bike trains or walking groups. Parade or Festival Participation (e.g., 4th of July Parade, Edina Art Fair): Have a transportation-themed float, tent or bike brigade as part of a larger city parade or festival, promoting active transportation in a fun and visible way. Public Works Open House Partnership: Collaborate with Public Works to host a transportation booth as part of an open house, demonstrating the importance of infrastructure in promoting safe and accessible biking/walking routes. Materials and Content to Provide: Informational brochures: Safe routes for walking/biking, tips on public transportation, and city maps of bike paths and other city planning documents. Giveaways: Branded reflective gear, bike lights and reusable water bottles. Interactive Stations: A "safety station" where kids can learn about road signs, an electric bike demo station, or a walking challenge where attendees track their steps throughout the event. Next Steps: 1. Identify partners: For the partnered event, reach out to local organizations or city officials to explore collaboration opportunities. 2. Finalize event concepts: Choose from the above options or develop a combination. 3. Plan event logistics: Determine dates, locations, and necessary permits. 4. Promote events: Use social media, city newsletters, and school partnerships to build awareness. Council Charge: ☐ 1: Study & Report ☐ 2: Review & Comment ☐ 3: Review & Recommend ☒ 4: Review & Decide Budget Required (completed by staff): PACS Funds are available for printing and marketing. Staff Support Required (completed by staff): ~2 hours per month from Transportation Planner, Communications support with printed materials and advertising for events. Page 319 of 1042 Page 3 of 3 3 Initiative Type: Project Target Completion Date: Quarter or month Lead(s): Chris Brown, Bethany Olson Initiative Title: Review of city policies/ordinances requiring walking and biking improvements for recon/rehab projects Initiative Description: Due to a variety of factors, decisions pertaining to the city’s Pedestrian and Bicycle Master Plan over the past few years have at times deviated from the plan’s stated goals. This has resulted in a network that is increasingly disjointed and less likely to be realized in its intended capacity based on some of these individual decisions. National research will be completed to understand how cities have used policies or ordinances to require inclusion of walking and biking infrastructure as part of roadway reconstruction or rehabilitation projects. Deliverable: A report/recommendation will be provided to demonstrate how this could be applied in Edina. Council Charge: ☒ 1: Study & Report ☐ 2: Review & Comment ☐ 3: Review & Recommend ☐ 4: Review & Decide Budget Required (completed by staff): No budget required. Staff Support Required (completed by staff): ~2 hours per month from Transportation Planner. 4 Initiative Type: Project Target Completion Date: Q4 Lead(s): All Initiative Title: City Code Update – Article II. Boards, Committees and Commissions, Division 9. Transportation Commission Initiative Description: In preparation for the comprehensive plan update, Administration will proposed updates to city code. Deliverable: Review and comment on proposed changes. Council Charge: ☐ 1: Study & Report ☒ 2: Review & Comment ☐ 3: Review & Recommend ☐ 4: Review & Decide Budget Required (completed by staff): No budget required. Staff Support Required (completed by staff): Liaisons will work with the Administration Department on updating each Commission’s section of City Code. Parking Lot Page 320 of 1042 Page 1 of 1 Transportation Commission Proposed Modification to 2025 Work Plan 5 Initiative Type: Project Target Completion Date: Q4 Lead(s): Bildsten, Wright Initiative Title: Operation of Bicycles Ordinance Review Initiative Description: Review and recommend possible changes to Edina City Code Sec. 26-282 Operation of Bicycles and secondary effects on City plans and resident experience. Deliverable: Report and recommendation to City Council Council Charge: ☒ 1: Study & Report ☐ 2: Review & Comment ☒ 3: Review & Recommend ☐ 4: Review & Decide Budget Required: Funds not needed. Staff Support Required: 1 hour per month from Transportation Planner Liaison Comments: See attached staff report. = commission = staff Page 321 of 1042 d ITEM REPORT Date: May 6, 2025 Item Activity: Approve Meeting: City Council Agenda Number: 6.14 Prepared By: Andrew Scipioni, Transportation Planner Item Type: Report & Recommendation Department: Engineering Item Title: Traffic Safety Report of March 25, 2025 Action Requested: Approve the staff recommendations in the Traffic Safety Report of March 25, 2025. Information/Background: The Traffic Safety Committee recommends action on two items and further study on one item. The Transportation Commission reviewed the report at their April 17 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 March 25, 2025 Page 322 of 1042 Strong FoundationCITY GOALS:Better TogetherReliable Service Livable City Staff Report City of Edina • 4801 W. 50th St. • Edina, MN 55424 Date: To: From: Subject: May 6, 2025 Mayor and City Council Nick Bauler, Traffic Safety Coordinator Traffic Safety Report of March 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 March 25. The Traffic Safety Coordinator, Transportation Planner, Engineering Director, Assistant City Planner and Traffic Safety Specialist and 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 May 6 regular meeting. Section A: Items on which the Traffic Safety Committee recommends action A1. Request for crosswalk over Hansen Rd at W 56th St / Canadian Pacific Rail crossing. Staff recommends a crosswalk with in-street markings and road-side signs connecting the two pedestrian ramps south of Hansen Road. Description Following 2021 street reconstruction with added sidewalk on south side of W 56th St, residents requesting crosswalk to connect to Yancy Park. ADT 1,445 (2019) 85% Speed N/A Crossings Peds- 127 Bikes- 7 Peak Hour- 45 at 3:45 PM (March 2024) Crashes One-three car accident in 2018 Previous Work Sidewalk constructed in 2021 on west side of Hansen and south side of W 56th. Future Work Seal coat anticipated for 2025 Hansen Rd at W 56th St Page 323 of 1042 STAFF REPORT Page 2 A2. Request for crosswalk over W 66th St at Brittany Rd or Southcrest Dr Staff recommends adding pedestrian curb ramps as part of future 66th St sidewalk project. Section C: Items on which the Traffic Safety Committee recommends further study C1. Parking concerns along Creek Valley Rd, east of Edina High School. Staff recommends reviewing feedback from impacted residents and further discussion. Section D: Other traffic safety items handled D1. A resident requested the removal of a deaf child sign in the Dewey Hill neighborhood. The neighborhood was contacted and confirmed there is no longer a need for the sign and it was removed. D2. An online submission was made about excessive speeds on W 78th St, west of Bush Lake Rd. The speed trailer was utilized and the Police Department will use collected data for targeted enforcement efforts. D3. A realtor requested temporary one-sided parking restrictions for a home during the Parade of Homes near Brittany Rd and W 69th St. Temporary signs were placed by the Police Department. D4. Two complaints regarding signal timing at Vernon Ave and Tracy Ave. The issues were dispatched to Hennepin County staff and the issues were fixed. D5. A crosswalk was requested over Blake Rd at Waterman Ave. A video study found 5 total crosses. Warrants were not met. D6. A parent noted signal timing issues at W 70th St and Metro Blvd. Staff inspected the signal and verified all directions are working properly. Description Resident on Southcrest is requesting a crosswalk due to lack of gaps on W 66th. AADT 8,600 (2022) 85% Speed 37.9 MPH (2023) Crossings Brittany Southcrest Peds- 45 23 Bikes- 7 0 *Peak Hour both intersections combined- 14 at 6:15 PM Crashes One WB driver turning left hit median at Southcrest Unique Circumstances Sidewalk on W 66th has no pedestrian ramps at Brittany and Southcrest. Description Following new restrictions in Creek Valley, west of EHS, student parking has increased on Creek Valley Rd, east of EHS. Crashes A vehicle backed into a postal vehicle in 2023. Unique Circumstances When parking is on both sides of street (following snow event), street width does not accommodate garbage or EMS access. Temporary restrictions installed in March for such access. Street Width 30 feet Previous Action Parking was restricted along curves of Creek Valley to provide EMS access. W 66th St at Normandale Rd, Brittany Rd, Southcrest Dr and West Shore Dr. Creek Valley Rd east of EHS Page 324 of 1042 STAFF REPORT Page 3 Section E: Items recommended for police enforcement E1. Two complaints regarding drivers improperly traveling thru Benton Ave and Tracy Ave. The EPD was requested to increase patrol in the area. E2. A submission regarding vehicle speeds requesting a dynamic speed display sign and increase speed enforcement near Creek Valley Elementary. The EPD was requested to increase patrol and the location will be considered for a speed display sign as a policy is developed. E3. Metro Transit E-line construction closure at France and W 62nd St led to enforcement requests along the detour route in the Chowen Park neighborhood. The EPD increased patrol during the closure. Page 325 of 1042 d PURCHASE REPORT Date: May 6, 2025 Item Activity: Approve Meeting: City Council Agenda Number: 6.15 Prepared By: Richard Poppitz, Equipment Operations Supervisor Item Type: Request for Purchase Department: Public Works Item Title: Request for Purchase: 2025 Stepp Asphalt Trailer Action Requested: Approve Request for Purchase of one Stepp Trailer from Stepp Manufacturing for $63,376. Information/Background: This asphalt patch trailer will replace a 16-year-old inefficient patch box. The old unit required a single-axle hook truck to operate while the new unit will be pulled by an existing pickup in our fleet. Requisition Number: 12500097 Funding Source: Public Works CIP Vendor: Step Manufacturacturing Equipment Status: Replacement Cost: $63,376.00 Resources/Financial Impacts: The Trailer is funded through the Public Works CIP replacement Budget. Relationship to City Policies: This purchase is part of the cities CIP equipment replacement plans. Budget Pillar: Reliable Service Values Impact: Strong Foundation Valuable asset to maintain all the city's streets. Supporting Documentation: None Page 326 of 1042 d PURCHASE REPORT Date: May 6, 2025 Item Activity: Approve Meeting: City Council Agenda Number: 6.16 Prepared By: Ryan Browning, IT Director Item Type: Request for Purchase Department: IT Item Title: Request for Purchase: Helpdesk Software Subscription Action Requested: Approve Request for Purchase for the annual Helpdesk Software subscription from HappyFox for $28,790. Information/Background: This is a one-year renewal subscription to HappyFox help desk software system that tracks work for departments that allows unlimited agents and ticket users. It is a cost-effective solution to bring many staff into a ticketing system. Requisition Number: 12500112 Funding Source: I.T. Budget Vendor: HappyFox Equipment Status: New or Replacement Cost: $28,790.40 Resources/Financial Impacts: This request is within budget and will be paid for out of the I.T. budget. I.T. also provides support for this system. Relationship to City Policies: This software enables more efficient support of City departments. It is used to track work for multiple departments. Budget Pillar: Reliable Service Values Impact: Stewardship Streamlines support for I.T., Communications, and Facilities. Page 327 of 1042 Supporting Documentation: None Page 328 of 1042 d ITEM REPORT Date: May 6, 2025 Item Activity: Meeting: City Council Agenda Number: 6.18 Prepared By: Sharon Allison, City Clerk Item Type: Ordinance Department: Administration Item Title: Summary Publication for Ordinance No. 2024-05 Zoning Amendment 7200 France Action Requested: Approve summary publication for Ordinance No. 2024-05 zoning amendment at 7200 France. Information/Background: State Statute requires that the City publish all approved ordinances within 45 days of approval in its official newspaper. State State allows cities to choose to publish a summary of a complete public notice. This is a cost-effective option for lengthy ordinances. Supporting Documentation: 1. Summary Publication Ordinance No. 2024-05 Zoning Amendment, 7200 France Page 329 of 1042 CITY OF EDINA HENNEPIN COUNTY, MINNESOTA SUMMARY ORDINANCE NO. 2024-05 AN ORDINANCE AMENDING THE ZONING ORDINANCE TO REVISE THE PUD-16, PLANNED UNIT DEVELOPMENT-16 ZONING DISTRICT NOTICE IS HEREBY GIVEN that, on April 16, 2025, Ordinance No. 2024-05 was adopted by the City Council of the City of Edina, Minnesota. Due to the lengthy nature of the ordinance, the following summary has been prepared for publication and approved by the City Council as authorized by state law. Ordinance No. 2024-05 amends Chapter 36, Article VIII, Division 4, Section 36-507 to add the approved site plan and resolution for 7200 France Avenue and reduce the first-floor ceiling height from 16 feet to 14 feet. The complete ordinance is available by email by contacting Sharon Allison at sallison@EdinaMN.gov or calling 952-826-0408. APPROVED for summary publication by the City Council this 6th day of May 2025. By order of the Edina City Council. Sharon Allison City Clerk Please publish in the Edina Sun Current on ______ Send one affidavit of publication. Bill to Edina City Clerk Page 330 of 1042 d ITEM REPORT Date: May 6, 2025 Item Activity: Approve Meeting: City Council Agenda Number: 6.19 Prepared By: Sharon Allison, City Clerk Item Type: Ordinance Department: Administration Item Title: Summary Publication for Ordinance No. 2025-01 Concerning Sale of Inhumanely Bred Animals Action Requested: Approve summary publication for Ordinance No. 2025-01 concerning the Sale of Inhumanely Bred Animals. Information/Background: State Statute requires that the City publish all approved ordinances within 45 days of approval in its official newspaper. State Statute allows cities to choose to publish a summary of a complete public notice. This is a cost-effective option for lengthy ordinances. Supporting Documentation: 1. Summary Publication Ordinance No 2025-01 Sale of Inhumanely Bred Animals Page 331 of 1042 CITY OF EDINA HENNEPIN COUNTY, MINNESOTA SUMMARY ORDINANCE NO. 2025-01 AN ORDINANCE AMENDING CHAPTER 8, ARTICLE I OF THE EDINA CITY CODE CONCERNING THE SALE OF INHUMANELY BRED ANIMALS NOTICE IS HEREBY GIVEN that, on April 16, 2025, Ordinance No. 2025-01 was adopted by the City Council of the City of Edina, Minnesota. Due to the lengthy nature of the ordinance, the following summary has been prepared for publication and approved by the City Council as authorized by state law. Ordinance No. 2025-01 amends Chapter 8, Article I, to prohibit the sale or showcase of inhumanely bred animals. The complete ordinance is available by email by contacting Sharon Allison at sallison@EdinaMN.gov or calling 952-826-0408. APPROVED for summary publication by the City Council this 6th day of May 2025. By order of the Edina City Council. Sharon Allison City Clerk Please publish in the Edina Sun Current on ______ Send one affidavit of publication. Bill to Edina City Clerk Page 332 of 1042 d ITEM REPORT Date: May 6, 2025 Item Activity: Approve Meeting: City Council Agenda Number: 6.20 Prepared By: Sharon Allison, City Clerk Item Type: Ordinance Department: Administration Item Title: Summary Publication Ordinance No. 2025-04 Concerning E-Bike Regulations Action Requested: Approve summary publication for Ordinance No. 2025-04 concerning E-Bike Regulations. Information/Background: State Statute requires that the City publish all approved ordinances within 45 days of approval in its official newspaper. State Statute allows cities to choose to publish a summary of a complete public notice. This is a cost-effective option for lengthy ordinances. Supporting Documentation: 1. Summary Publication Ordinance No. 2025-04: Electric-Assisted Bicycles Page 333 of 1042 CITY OF EDINA HENNEPIN COUNTY, MINNESOTA SUMMARY ORDINANCE NO. 2025-04 AN ORDINANCE AMENDING CHAPTER 24 and 26, OF THE EDINA CITY CODE CONCERNING ELECTRIC-ASSISTED BICYCLES NOTICE IS HEREBY GIVEN that, on April 16, 2025, Ordinance No. 2025-04 was adopted by the City Council of the City of Edina, Minnesota. Due to the lengthy nature of the ordinance, the following summary has been prepared for publication and approved by the City Council as authorized by state law. Ordinance No. 2025-04 amends Chapter 24 Article I and Chapter 26 Article X, to require any person under the age of 18 operating or riding on an electric-assisted bicycle to wear a helmet or other protective headgear and prohibits operation of an electric-assisted bicycle on a sidewalk. The complete ordinance is available by email by contacting Sharon Allison at sallison@EdinaMN.gov or calling 952-826-0408. APPROVED for summary publication by the City Council this 6th day of May 2025. By order of the Edina City Council. Sharon Allison City Clerk Please publish in the Edina Sun Current on ______ Send one affidavit of publication. Bill to Edina City Clerk Page 334 of 1042 d ITEM REPORT Date: May 6, 2025 Item Activity: Approve Meeting: City Council Agenda Number: 7.1 Prepared By: Todd Milburn, Police Chief Item Type: Proclamation Department: Police Item Title: Proclamation: National Police Week May 11-17, 2025 Action Requested: Adopt the Proclamation for National Police Week, May 11-17, 2025. Information/Background: In 1962, President John F. Kennedy signed a proclamation which designated May 15th as Peace Officers Memorial Day and the week in which that date falls as Police Week. Currently, tens of thousands of law enforcement officers from around the world converge on Washington, DC to participate in a number of planned events which honor those that have paid the ultimate sacrifice. Let this be a time to thank and honor those who dedicate their lives to serving the public. It is a week that should be set aside so everyone can be made aware of the hard work and dedication of the officers of the Edina Police Department. Resources/Financial Impacts: Relationship to City Policies: Supporting Documentation: 1. Proclamation: National Police Week 2025 Page 335 of 1042 PROCLAMATION NATIONAL POLICE WEEK May 11-17, 2025 WHEREAS, the week of May 11–17, 2025, is National Police Week in the United States; and WHEREAS, there are more than 800,000 law enforcement officers serving in communities across the United States, including the dedicated members of the Edina Police Department; and WHEREAS, nearly 55,000 assaults against law enforcement officers are reported annually, resulting in approximately 16,000 injuries; and WHEREAS, since the first recorded death in 1786, over 24,412 law enforcement officers in the United States have made the ultimate sacrifice and been killed in the line of duty; and WHEREAS, the names of these dedicated public servants are engraved on the walls of the National Law Enforcement Memorial in Washington, D.C.; and WHEREAS, 345 new names of fallen heroes are being added to the National Law Enforcement Memorial this spring, including 148 officers killed in 2024 and 197 officers killed in previous years; and WHEREAS, the service and sacrifice of all officers killed in the line of duty will be honored during the National Law Enforcement Officer Memorial Fund’s 37th Annual Candlelight Vigil, on May 13, 2025; and WHEREAS, May 15 is designated as Peace Officers Memorial Day, in honor of all the fallen officers and their families and U.S. Flags should be flown at half-staff; and NOW, THEREFORE, the City Council of the City of Edina, MN, hereby proclaims May 11 - 17, 2025, as NATIONAL POLICE WEEK In the City of Edina, MN and call upon the people of Edina to observe this week in honor of the men and women whose diligence and professionalism keep the residents and city of Edina safe. Dated this 6th day of May, 2025 ______________________________ James B. Hovland, Mayor Page 336 of 1042 d ITEM REPORT Date: May 6, 2025 Item Activity: Approve Meeting: City Council Agenda Number: 8.1 Prepared By: Cary Teague, Community Development Director Item Type: Public Hearing Department: Community Development Item Title: PUBLIC HEARING: Resolution No. 2025-35, Ordinance No. 2025-05; Rezoning/Ordinance Amendment and Conditional Use Permit for 6600-6868 France Avenue Action Requested: Close the public hearing at noon on Sunday, May 11, 2025, and continue action to the May 20, 2025, City Council meeting. Information/Background: Southdale Office Partners, is requesting a Rezoning/Ordinance Amendment and Conditional Use Permit, to reestablish the original zoning at 6600-6868 France Avenue. The applicant is proposing to remodel the interior of the existing middle office building and restaurant and add two small entryways for handicap accessibility in the building. The conditional use permit is to continue the office use on the site. In 2017, this site was rezoned to PUD for a mixed-use development project, The Avenue on France. The plans included a new 6-story office building, a new 6-story medical office, an 8-story residential building, four retail/restaurant buildings, and a hotel. The existing 6 and 7-story office buildings were to remain. See attached approved plans. Under the existing PUD zoning, only the plans approved within the PUD can be built. The property owner has found that the approved PUD plans are not feasible to develop; therefore, the following is requested: • Ordinance Amendment to rescind Section 36-504 of the City Code (PUD-11) to Rezone 6600-6868 France Avenue from PUD-11, Planned Unit Development 11 to PCD-3, Planned Commercial District 3. (PCD-3 was the original zoning of this site) • Conditional Use Permit for the existing office buildings. Better Together Public Input Report Resources/Financial Impacts: Relationship to City Policies: Supporting Documentation: 1. Planning Commission Staff Report 2. Site Location, Zoning, Comp Plan and Approved 2017 PUD Plan 3. 2017 Approved PUD 4. Applicant Narrative 5. Proposed Plans and Renderings Page 337 of 1042 6. 2007 minutes 7. Resolution No. 2025-35 8. Ordinance No. 2025-05 Page 338 of 1042 The applicant, Southdale Office Partners, is requesting a Rezoning and Conditional Use Permit, to reestablish the original zoning at 6600-6868 France Avenue. The applicant is proposing to remodel the interior of the existing middle office building and restaurant and add two small entryways for handicap accessibility in the office building. The conditional use permit is to continue the office use on the site. In 2017, this site was rezoned to PUD for a mixed-use development project (The Avenue on France). The plans included a new 6-story office building, a new 6-story medical office, an 8-story residential building, four retail/restaurant buildings, and a hotel. The existing 6 and 7-story office buildings were to remain. (See attached approved Plans.) Under the existing PUD zoning, only the plans approved within the PUD can be built. The property owner has found that the approved PUD plans are not feasible to develop, therefore, the following is requested: ➢Ordinance Amendment to rescind Section 36-504 of the City Code (PUD- 11) to Rezone 6600-6868 France Avenue from PUD-11, Planned Unit Development 11 to PCD-3, Planned Commercial District 3. (PCD-3 was the original zoning of this site) ➢Conditional Use Permit for the existing office buildings. April 8, 2025 Planning Commission Cary Teague, Community Development Director Rezoning & Conditional Use Permit – 6600-6868 France Avenue Information / Background: Page 339 of 1042 STAFF REPORT Page 2 SUPPORTING INFORMATION Surrounding Land Uses Northerly: Point of France condos; zoned PRD-4, Planned Residential District, and guided HDR, High Density Residential. Easterly: Southdale; zoned PCD-3, Planned Commercial District and guided CAC, Community Activity Center. Southerly: Two banks and an office; PCD-3 & POD, Planned Office District and guided Office/Residential. Westerly: Single family homes; zoned R-1, Single Dwelling Unit District and guided Low Density Residential. Existing Site Features The subject property is 22.48 acres in size, is relatively flat and contains office buildings, a restaurant, and a bank. Planning Guide Plan designation: Office/Residential (20-75 residential units per acre); Zoning: PUD-11, Planned Unit Development District-11 Parking The entryway additions do not trigger the need for additional parking on the site. The total gross building square footage of all office spaces is 445,509 s.f., the restaurant is 7,525 square feet. The office requires 1,273 spaces and the restaurant 85 spaces; therefore, the entire site requires 1,348 parking spaces. There are currently 1,521 spaces on the site and therefore is code compliant. Site Circulation/Traffic There would be no change to the vehicular or pedestrian circulation on the site. The property owner is simply repaving/restriping the middle parking area. (See attached site plan.) Building Entry’s The building materials for the small entryways would be primarily glass and designed to fit with the architecture of the existing buildings. Page 340 of 1042 STAFF REPORT Page 3 Site Zoning History This site was originally zoned PCD-3, Planned Commercial District. It developed in the 1960’s and 1970’s primarily with office uses and a free-standing restaurant (Marc’s Big Boy Restaurant, now Tavern on France and the existing office buildings). Both office and restaurant uses are allowed in the PCD-3 Zoning District. In 1984, the site was rezoned to POD, Planned Office District as part of a re-codification of the Edina City Code. The restaurant at that time became a nonconforming use, as free-standing restaurants are not a permitted use in the POD, Planned Office District. (See attached minutes/history.) In 2017, the site was rezoned to PUD, Planned Unit Development for a mixed-use redevelopment project on the site. That redevelopment project was never built. The applicant/property owner is now requesting a rezoning back to the original PCD-3 zoning for the site. Restaurants and banks are permitted uses in the PCD-3 District. Offices are conditionally permitted uses; therefore, a conditional use permit is required for the existing uses. Comprehensive Plan This site is guided OR, Office Residential. (See attached Comprehensive Plan Land Use Map) Below is the land use categories and description. The existing uses are consistent with the Comprehensive Plan. The primary use on the site is office with the secondary uses the existing bank and restaurant. The PCD-3 does allow all of these uses. Categories Description, Land Uses Development Character and Guidelines Density and Intensity Guidance 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 this more mixed -use character. Primary uses are offices, attached or multifamily housing. Secondary uses: Limited retail and service uses (not including “big box" retail), limited industrial (fully enclosed), institutional uses, parks and open space. Vertical mixed-use should be encouraged and may be required on larger sites. Upgrade existing streetscape and building appearance, improve pedestrian and transit environment. Encourage structured parking and open space linkages where feasible; emphasize the enhancement of the pedestrian environment. 20 – 75 residential dwelling units/acre 50%/50% estimated residential/commercial mixed-use Rezoning The commission may recommend approval by the council based upon, but not limited to, the following factors: (1) Is consistent with the comprehensive plan; (2) Will not be detrimental to properties surrounding the tract; (3) Will not result in an overly intensive land use; (4) Will not result in undue traffic congestion or traffic hazards; (5) Conforms to the provisions of this section and other applicable provisions of this Code; and Page 341 of 1042 STAFF REPORT Page 4 (6) Provides a proper relationship between the proposed improvements, existing structures, open space and natural features. Based on the information on pages 5-6 staff believes these factors have been met. The existing uses are consistent with the comprehensive plan; there will be no impact on surrounding property as the uses all exist today; will not result in an overly intensive land use, as the floor area ratio allowed for the site would be reduced from 1.0 to .75 with the rezoning to PCD-3; PCD-3 was the original zoning of the site; will not increase congestion or traffic; and conforms City Code. 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 office uses are all existing on the site and have operated for many years. 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. Again, the uses all exist, and the small entryways will not generate any additional traffic. The allowed FAR would be reduced from 1.0 to .75 with the rezoning to PCD-3. 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. 4. Will not impede the normal and orderly development and improvement of other property in the vicinity. The proposed project would not impede the normal and orderly development or improvement of surrounding property or property within the vicinity. 5. Conforms to the applicable restrictions and special conditions of the district in which it is located as imposed by this Section. The proposed entryways meet setback requirements. Because the additions are less than 10% of the total building square footage on site, the request does not require site plan review. Page 342 of 1042 STAFF REPORT Page 5 6. Is consistent with the Comprehensive Plan. Offices are a conditionally permitted use in the PCD-3 Zoning District. Land uses allowed within the Community Activity Center (CAC) category in the Comprehensive Plan include office. PRIMARY ISSUES/STAFF RECOMMENDATION Primary Issue Is the proposal reasonable to justify the rezoning of the site from PUD, Planned Unit Development to PCD-3, Planned Commercial District 3? Yes. Staff supports the rezoning of the site, for the following reasons: 1. Re-establishes the original zoning of the site. The original zoning of the site was PCD-3, Planned Commercial District 3. Allowed uses with the PCD-3 District include office, medical clinics, restaurants, and banks, all of which would be on the site. 2. The proposed rezoning is consistent with the PCD-3 zoning to the east (Southdale) and to the south 3. The proposed rezoning would be consistent with the Comprehensive Plan. Uses existing and proposed are all uses outlined in the OR, Office Residential land use category in the Comprehensive Plan. Page 343 of 1042 STAFF REPORT Page 6 4. The existing PUD zoning would not allow any development, except for the approved PUD Plan. The site has been zoned PUD since 2017, and since that time no development that was planned in the overall development plan has been built. The allowed floor area ratio (FAR) would be reduced from 1.0 to .75 with the rezoning to PCD-3. Recommendation Recommend the City Council approve the request for Rezoning from PUD-11, Planned Unit Development-11 to PCD-3, Planned Commercial District, Ordinance Amendment and Conditional Use Permit to allow office uses on the site Approval is based on the following findings: 1. The proposal re-establishes the original zoning of the site. The original zoning of the site was PCD-3, Planned Commercial District 3. Allowed uses with the PCD-3 District include office, medical clinics, restaurants, and banks, all of which would be located on the site. 2. The proposed rezoning would be consistent with the Comprehensive Plan. Existing uses and are all uses outlined in the OR, Office Residential land use category in the Comprehensive Plan. 3. The site has been zoned PUD since 2017, and since that time no development that was built in the PUD overall development plan has occurred. 4. The conditional use permit allows the office uses to continue on the site as a use that is legally permitted. Approval is subject to the following Conditions: 1. If required, submit a copy of the Nine Mile Creek Watershed District permit. 2. Hours of construction must be consistent with City Code. Staff Recommendation Staff recommends approval of the requests subject to the findings listed above. Deadline for a city decision: June 15, 2025 Page 344 of 1042 Site Page 345 of 1042 Site Page 346 of 1042 Site Page 347 of 1042 Page 348 of 1042 Approved PUD Plan 2017 Page 349 of 1042 Southdale Office Center To: Cary Teague, AICP, Community Development Director From: Della Kolpin, Managing Director, RE Development, Olympus Ventures RE: Southdale Office Center Date: March 7, 2025 Applicant (and owner) is planning to complete targeted building improvements to accommodate leasing demand, upgrade infrastructure, and improve accessibility. To accommodate these improvements, Applicant seeks to rescind the current PUD on the property and reestablish the site's original zoning designation of PCD-3, Planned Commercial District. Why Rescind the PUD? After multiple attempts to amend the existing PUD, and in careful consideration of dialogue with Edina planning staff, as well as extensive stakeholder engagement over the past five years, Applicant has come to understand that it cannot meet the intent of the existing 2017 PUD entitlement. This entitlement is plan-specific and does not allow for the planned improvements that focus on retaining, maintaining, and improving the existing buildings. Why PCD-3 Zoning Makes Sense: Reestablishing the site's PCD-3 designation not only allows the Applicant to complete their planned improvements, but it better conforms to the existing character of the neighborhood, provides for the use types that will enhance the site's current professional, medical and restaurant uses. Market conditions have continually shifted since the 2017 PUD entitlement. Instead of the removal and replacement of buildings, we are prioritizing adaptive reuse; investing in upgrades that make the site more efficient, functional, and competitive while ensuring minimal disruption to the existing Edina businesses located on the site. Additional goals of this project include: • Preserve and enhance existing buildings - retain and improve 6700 and 6750 to support leasing and long-term occupancy. • Alignment with Edina's most recent comprehensive plan that guides toward Office Residential land use category • Expands medical and well-being services for the area • Greatly improves curb-appeal to a large portion of our site and within the South IdAR 0 7 2025 DITAnTMENT Page 350 of 1042 Southdale Office Center France Avenue Corridor. • Improve ADA compliance and accessibility; Upgrade entryways, corridors, and common areas to meet universal accessibility standards. • Improvements will require coordination with NMCWD for stormwater management treatment • Modernize mechanical and building systems; update HVAC, elevator, electrical, and energy management systems to meet current office and medical use requirements. • Support leasing and tenant retention; adapt spaces for new medical and office users while maintaining seamless campus connectivity. • Gives owner a greater certainty to make and plan for future investments and improvements • Ensure business continuity; Avoids major tenant relocations and keeps the property fully operational during improvements. This is a practical, market-driven solution that enables responsible property management while supporting the long-term success of the site and the Community. We look forward to working with the City of Edina to move this forward in a way that benefits all stakeholders. CITY OF EDINA MAR 0 7 2025 rj..A.RT1 N!T Page 351 of 1042 -rp r— z 2 .3> < O in m LTI rn 6700 & 6750 France - Lobby Expansion Edina, MN 55435 March 4, 2025 NOT FOR CONSTRUCTION 10K 2025 BY 10K ARCHITECTURE, PLLC ARCHITECTURE Page 352 of 1042 6700 & 6750 France - Lobby Expansion Edina, MN 55435 March 4, 2025 NOT FOR CONSTRUCTION 10K © 2025 BY 10K ARCHITECTURE, PLLC ARCHITECTURE l7_ , -• . 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EDINA, MINNESOTA ISSUED FOR: PERMIT SET • oesoINTICA AAA I 411 CaIIn.Tor. you ®y SHEET INDEX SITE PLAN ENLARGEMENT OVER.I TURNING MOVEMENT GRADING ENLARGEMENT U11LITT ENLARGEMENT TITLE SHEET CO.0 CivilSite SOUTHDALE OFFICE PARK 6700 6 6750 FRANCE AVE S. EDINA, MN SEE SHEETS C1.1 C2.1 C3.1 • C4.1 L.1.17 ? 4f1 \ i )- / 411%',Egge / SEE SHEETS C1.0 C2.0 C3.0 C4.0 L1.0 SITE LOCATION SPE LOCATION MAP - 61111111111111111x11111111111 HD Oi H 1 I frI111111111111111114 Oil I I I _I I *JW I IIIIIIId1J LL.,), P14.04,..„ LANUENJUBIATTA.M.1.1.1.NO CAT. SHEET NUMBER SHEET 1111E TITLE sreETAET CONTEXT PLAN CO .O PROJECT CONTACTS RENS. 0UNJARY 00.1 GENERAL NOTES CITY OF EDINA C1.0 REMOVAL ENLARGEMENT oescournat NAME ACMES, CONTACT CI 1 02.1 REMOVAL ENLARGEMENT SITE PLAN ENLARGEMENT ON.EN CNCY. NOB AMMON, MA 00.0.11,41AZI, MO :17.7.etrol." CNNOL/OCATANINION.00111 CAI. AMMON 02.2 0.1.11117 01011. 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EXISTING COND111ONS SWI.1 SO/PPP PROPOSED CONATIONS SW 1,2 syy1.0 SWPPP DETAILS CONNIANI = AN SWPPP NARRATIVE SWIMP ATTACHMENTS SWM 4 Page 362 of 1042 IN IIIIII • CISSZTRUCTION UMTS g-='Z1-",15172-MLIP-7 EUFFICCIPIECECNAL ARROW PAVE1ABIT MAKINGS :7> 3700 .FRANCL AVE MCCIPIE411..FLANTINCS, 46PES tWAILS NEW ENTRY NIWINDIVAIX-CONNOCT TO WILIOILDING ENTRY OPERIENCE. FOUNTAWSIONAGE NEW P.E.A SPACE- SEAT WALLS FURNIEME MT PARSINC, SPECIAL, PLASM° EOM'. CURB UNETO PEWS fj>1—"'- EOM IS1AA tz" 11 Mir. CURB ISASO EXIST. TOTAL PARKING - 150 APPROX 3.7/1000 SF FY EAST. 0.00111.110 naRANRNos PROPOSED TOTAL PARKING -148 —7, -- I APPROX 301000 SF " /.; / \ El El . OD. TRASH IAEA OFT BOST. CS111314.10 OVISRLKI1N1 <=I MILIMO TRAIL OUT CO MOM SUA.P1.1711011. ILOPM•101.41 N•1 DIT. PARING SSUPE11 ,A) FIAINISHINGS,INCIPLING RENOVATE t REPLACE MST. BENCH E , TAKES, FIANTE0.3. 39 SEPSEATE REPLACE DM. "' • num. mos mow, a '• RSREsI BECS PLASESES 01' MULCH. MILL NO OVERLAY1111 MOM' OW. QM MAC our.cuns ;sum SITE PLAN LEGEND: PROPERTY LINE BOW [SPY ISEIPABOUS PAVEMENT OF APIAJCAB/14 SEE GEOlECNNICAL REPORT FOR AGGREGATE BASE .HEAR COURSE DEPTH,SEE DETAIL FIE. OUTS EVISMISOUS PAVEM (IF APPLICABLE). SEE OEOTECSINICA ENT L REPORT FORAISOREOPE ASE& NEAP COMM LEFTS, SEE DUAL CONCRETE PAVEMENT OF APPLICAIRE). SPECIFIES rAn WALIS SEE GEOMCSNICAL REPORT PCP AGGREGATE &ATE /CONCRETE C•EFEKS, ACME BOW SEE CITY GEM/ MEIN PPP/PE PROPER, SEE CSC DETAIL 7_Y OF EDINA MAR 0 7 2025 °LANNING DEPARTMENT '°6;1-1,ZIT.:,; aIp SION AND POST ASSEMBLY. SPOP SPA OS SES11111141. KC • AOSESSIBLE SION AP • NO NO FIRE LANE ST • PCP CP • COMPACT CAA PAEANS ONLY OPERATIONAL NOTES ALL SNOW BE PORED 04SITE OUTSIDE SNOW REMOVAL PAWING LOT. I'M EN FULL REMOVAL C0.11441 REMOVE I.CESS OFFS11£ MAP 41.41 PE PAWS IN EPO1001114141-41 1111.1111113110V4 AREA AND MAME° BY CCAPAEFISSAL CC WEEKLY. CELIVERIES CEUVERIES MALL 00.11 Al' TIE MONT MCP AAPANIPPOCCAOSEROAL CELINEITE DOES CUPS FEDEX. LISPS). OWNER INFORMATION AL.ESISSILIPE ROUTE ARROW OF APPLICABLE) PO PIM. sitevacr Part LIP SEE SHEET C0.1 FOR GENERAL SITE NOTES AstAtcasotost.ppusst) 171/41-VL.b A-VENUE • -ant CLAIM LIEED 00C. NO. AT.8252 TO THE CITY OF EOINA FEC POAC Az UTILITY PURPOSES ZONCRETE CITY OF EDINA SITE SPECIFIC NOTES: 1. RESERVED FOR CITY SPEOFIC STENOSES Page 363 of 1042 \\ \\• • • .t \ \• • ‘.\3 \ • \ MEATO RANGAROWSTORIAVATift \\ .:\ \\!\.\ • FACILITY EASEM,NTV- 45.394, . • \ I . O STORMWATER ENLARGEMENT CivilSite 040.011...••• ISSJEOUBIATTAL REVIMON SAMMY TURNING MOVEMENT C2.1 SEE SHEET C2.0 FOR GENERAL SITE NOTES & LEGEND mdarbIttft• \ \\ 'L‘._ • 01 01 O O s.• \\ \ \ 7. ' \ IILIrl• > " NM ' rt z ° • *" 4 1 10 ' 3AV 33NV83 OgL9 •SA2 HEAVIO41111.010- Men 6-50 FRANCE AVE ravoactui • . 1....__j CONCYcITIF" NSIC V""a 0 6750 ENLARGEMENT 1`. 20 CITY OF EDINA MAR 0 7 2025 PLANNING DEPARTMENT V L Page 364 of 1042 -3 N //1 66771 87FEET W. LAKE oARK W CORNEA Of I SWF Hf / /- / -117-1 , r-,•• ‘;.• 4 / l_//1!1 u. Meru& MTN Me 431/D1 UK OF TX L 1/2 Cfnit /4 0 91L 30 Auld MAO //811.52W oora N.\ p 4....J4\ I/R0,14.•.....' CR da Yb by x ; 66771 // 4 lti 411 , • .‘ O I y'd/c\ i/ 5 '5. _14 In I 4 I. 7- 7 6 sr.: SV,C,RC roro rm..= Am, romk sm. Ise 'r MC di yews 1/troV.,o- Isatr purr r- A \ 1 18 --1." ter9 IMAM.. N▪ M MC NORM UM Cr T16 9: 1% OF 9[91 30 ▪ 19.9 I te=3111M MR DOC FX Mg:MO@ rort CS n4 9. 1/1 cr Tiss rat t/4 of SEC. 36 ALIO PE NORM tsE Or net se re" SS SO I -n: •ucuu To MC or. ar u tow fat Ihnue 4 ltav PureroScs max ma /I. N11.9%9' 'i...,4- ....-as •11' 40*.i• 45:FPNV "4". 1 ;.•-•,-)i 1-r-, rl A / 1 r7L..//-1L.C. worms tAX•MiT PCs IRefIK occ melee, tee CI he sty MAX oF MC 00 rim or etc 30 room IMAMS TOORWIN /ZJZZ24 AREA 1/7.965 SO FT env use Or O. KO FT OF MEM 0 I/O OF XL X MAIM from 0ar LASMINT PCS DM men 50 casco, oc Sift 1. NE I/4 Cr SEC 30. ALS MIC COMM ar st 1AS cr Ye. le Men Ye. act. se Men ever sou maresets.) STMIT re3Dirolr pm Doc rel 00130 4V- ///7810777177'7" /TRW, Atle"ror.2. /' 7s-,/ ',47)74, 7 STOAT 8111.0/N0 K/A Pas. W3501 • Arc S (1; 2 STORY 81/20 VG % DOL / DOLS men] 1 :;(*ra,till-A gw. ,,TIA111C Saw. ,Asintoot dr. on "wee, kw TY Mt wen" DOG Olin. TIMM froms. 0.30101t DOC mO. ann, (3) CJ , • (,-) nu; es see Y.' lid ( ) ( UrAji14Mr I/• N.0 30 DETAIL MO SCALE VICINITY MAP b b a To. 4. f. ilorraeOrr owe AOTRESS F.ARCr 0 PDX 11•1133 FT M OF LK pwoocsuo. s, GT9 30 /*•/-10A Ir-1 I A •-•• 1/ V L_ L /-1 4•1( FOOTPRINT 40.1 SO r /4761'7.95, ehz.50:„Aoius '6,•?%roV kir.-- RAWL ROAD 009 TO VrasOf Or fiere. rut /MAO AND milurr Mt DOG NO. •33Ple PARK ,40:17/ON OFFI.1 DESCRIPTION OF PROPERTY SURVEYED (Per Mt American Title Insurance Company ConmIlment for Tithe Insurance File No. NCS-1187760-MPLS, commitment dote July 24, 2023) Real property in the City of Edina. County of Hennepin. State of Ilinnewto. toweled as Woes Lots I and 2, Block I. Southdole East Canada. Msnep• County, Mines, (Torrent Property - Certificate of Due Noe 1497012 and 1497013) FLAT RECORDING INFORMATION The plot of SOUTHDALE EAST CORNELIA was Med of record on December 30. 2016 a. ['assent No. 5673472. [ 3 Elecrins andiar dissipate listed within brackets ore sr dot or record documents. TITI E COMMITMENT rat American Tine Insurance Company Commitment for nu. Instance Fie Na NCS-I167760-11PLS, consiment date July 24. 2023. woe relied upon as to matters Of record. Schedule B Exceptions: Eseptions are indicated on survey with circled numbers union othenekee noted. Ws not listed bets ore stamlard encephala and/Or Ore riot survey related. J 2 ) Right of sty far Fnonce Awns South, kmludng related utlity assent. as sold rood le presently kid out and bowled and as estoined h the Quit Oaim Deed. doted July 15, 1954. marded January 6, 1955. as Doc. No. 448252 (SO.,. on sum,' I3.) Rights of way fa. West 68th Street, Volley Vie. Rood. and We* 69th Usk includng related =illy swoon, os said MAX an proseSy Old out and traveled and at contained in the faSsinw (0)arded [Nit Clakr. Deed, horn Dayten Brothers. to the Wage of Edina. dated Februory 3, 1954, merou to 1955. o. Doc. No.4537155: (e) Resolution Vacating Street by the Wage of Edina, doted April 9. 1955, recorded Apel 20. 1956. as Doc. Na 495126 ad (c) Quit Claim Deed. from Southold* Redly Company. to the Slow of Edna. doted February 24. 1956. recorded April 20. 1956. co Doc. No. 495130; (d) As effected by Quit Ocsin Deed. dated May 15. 2018. recorded July 17. rout a Document No. 705545982. (Shown on ...deer) la.) Ewesb for stomas and sanitary waves In low of the Oty of Edina, De matched In the Easement for UtPities, doted Februory 3. 1955, recorded March IQ 1955. os Doc. No. 453941. (Sheen en tardy) IS.) Easement for pow One purposes In low of Northern States Pow Camper, os contained in the Underground Comment. dot. OctoSr 13, 1957. recorded October 19. 1987, as Doc. No. 590945 (Shown on survey) 16.) Easements for walk signal pulpswe in fame of the County of Nsnepir, es ...inn' in the Cult Cloirn Deed, dated Septerneer 24, 1951. recorded Demob. 3, 1981, as Doe. No. 1449867. (Shown on survey) 17.) The following, With appears os o mamelon an Ms Certificate of nu. et, ut. Lout Tank AfridowiL recorded January 17. 1990, Os Doc. No. 2067838. (Took l000tions cannot be determined from document) )Ytk;:t07,:kd°R7'u°°NoC81;! VO Zanhg Board° of APP°M° of t0. alpof Ednerdd.urt4. 202t0 Na 4503 21.) Sdaordnation, Attar...ant and Non-Dieturbonce Agreement dated August IN. 2016, recorded Augst IS, 2016. as Document No. 105372775, made by and eeteeen Associated Bank, Maisel Association, 'lender' and Bank of America, Notional Association, o notional banking semiotic, 'Wont' and the tem, en:Wiens and conditions contained there.. 22.) Terms and cc/Widens of on unrecorded lease dated May 5, 2015. as amended by hat Amendment to Leo. Agreement doted Mash 7. 2016 and Second Amendment to Lease Agree ant doted August 4. 2016, executed by South... Office Partners. LIS. a Minnesota limited Sol:Pity company. as less, and Bank al America. National Association, a notion! balking assodation.os less, as disclosed by a Subordination, Attornment and Nn-Dieturbone Agreement dots 414,1 IN, 2[115„ rworded August 18, 2016, as Doo-ment No. T05372775. 23.) The terms and ccodUcos =Mottled in the Resdution Na 2016-23, dated February 17, 2016. recorded March IQ 2018, as Document Na T05334205. 21.) Terms. conditions, covenstl restrictions and easornants m cannoned In the Dedaradal doted August 30, 2016, in low of the Nine Uie Creek Slatenhed 01.1001 recorded September 02, 2016, s Dawns. Na T05377294 (Storms.. leaks wow on sheet a of survey) 25.) The tests and =Weiss contained • tel Resolutis Na 2016-125, recorded May 03, 2017. as Document No. T00429577. (Snow, on .army) 26.) The terms and =mats. contained in Um Reedutlan No. 2017-47. dated May 02, 2017. recorded June IQ 2017, as 0001141001 Na 705450890. 27.) Eosemst fee pubs walks, purposes, together with any incidstal rights, in favor of the City of Eths. a Minnesota munidpol eorponstion, as contained in the Grant of Permanent Easement (Public Walksy). doted July 24, 2017, recorded July 25, 2017, as Document No. 705450905. (Sh, on nervy) 254 Comment for public unity purpose. together nth any incidstol rights.. favor of the City of Edna, o Minnesota snide. =soot's, as asto•ed in the Grant of Permanent Easernst (418ida). doted July 24. 2017, resrded July 25, 2017. s Document No. T05460906. (Shown or, srmY) 29.) Road and Utility Esaments as shown co the plat of Southdale Est Camelia. recorded December 30, 2019, Document No. 5673472. (Show on survey) GENERAL NOTES I.) Survey coardnote and bearing Immix Hennepin County ground fat, bawd on the Minnesota Coordnote System. Southern Zan.. NA0I53. 1968 oalustment. 2,) AdJoning *unsettle Infornation sewn Wean se detains from the nemeses, County Property Information web site. UTILITY NOTES I.) Utiily reformation from dam nor markings ,cos combined with Starved evidence of utilities to dewlap o tiesr of the °swarm= utIltis Sown hereon. Hower, lookkg excenaern. the sect location of underground Notes cannot be ocefrately, completely and reliably depicted. In addition, Copts Slate One OM locate nsusts from sump. may be ignored Or result on Incomplete response. Where additional or more detailed Inforrestkon Is required. esavotlon and/or a Orate uteity locate nowt may be necseary. 2.) Other underground unities of seich .e ore unser. moy edst. Verify a untitlee critical to construction or *So. 3.) Sone underground utility locations an shown as marked ensile by Dose utility compcnies whose locator, "spondee to aur Gopher Stole One Call, ticket nursers 190510639. 233242913 and 233260995. 4.) Contact GOPHER STATE C•10 CALL at 651-454-0002 (500-252-1166) for orecie• sate Boeotian of utilities poor to any cocamtion. LIST OF POSSIBLE ENCROACHMENTS noTni 6:innirpreg liredofos Irg°01=ion and 711,1°.alr 'rrottle in'terpre k.° o/ the compl'etre °"1° EPossible encroachments are Mdicoted n money with loosed letters oe listed A.) Utility easement owornochs into 6600 Frans AMMO building. (See Betel) MEL Gross w 976,658 square Int or 22.471 acme I FCEND PARKING • [Moots /sod iron monument marked PLS 44900 slew otherwise noted • Denote. 1.17 Inch &meter capper moaned...a sued with disc cop affixed doomed LS-44900 st 1403 Regular Spacers 30 Oisobled Spoon 54 Underground Space. • 8800 Bundkig 1487 Total Spaces FLOOD 7ONE NOTE I.) Tu. itti.lea WOW', clown to Pe eithk, tar 0 (Amos determined to be outside the 0.2% annual chance floodploin) pro Me Mati05 Flood neurons Program. Flood insurance Rats Map No. 270,,C0154F. doted November 4. 2016. Community Na 270160. This information es Stained from the RNA Mop Service Center web site. SURVEYOR'S CERTIFICATION To Associated Boer, Natured AeWkstlart Its RICronall 0.0/or =dons: Saudidale Office Partners U.C. o Minnesota Who, nobility senates and Feet American nu. Insurance Compost This • to Prtify that this moo or plat and tel tansy an Sidi it • bond uR.mod h oeccedence .OU Or 2021 Minimum Standard Detail Irerna. for ALTA/NSPS Lwa T1S Surveye, jointly estobliMed 00 adopted by ALTA old NSPS, and WSW. Items I. 2. 3, a, 5, T(a). a. 9. 11(0) and 13 of Table A thereof. The Odds. se completed on DesernSr 4. 2021 Dated This 7th day of December. 2023. SLINDE LAID SURVEYING, U.C. Bp itElSisa.4.: Mee J. . P.LS. Yiw. Lit. Na 44900 ALTA / NSPS LAND TITLE SURVEY FOR: 141LDAMERE CAPITAL MANAGEMENT, LLC Of: Southdale Office Centre 6600-6868 France Ave, S, Edu76, MN IISUSNDE LA VIV.V.M1...00•71 60 0 60 120 SCALE 172 FEET Pogirct30,1-106-0 "AVAN/J-1 Tomos4R Am,. SeeMm•-0 lr2007030-8mOM•rp 1014 CITY OF EDINA MAR 0 7 2025 PLANNING DEPARTMENT Page 365 of 1042 Or. Aa Ns-Vs.3 S ors %TAP: aters,, • Ir. Ter WEE eta:xa1`4° 7Z.` SOWS 07 001.11• BLDG 6800 ell. )1( BITUMINOUS / METE ..'dsm.e. xtljimis rrxr. .7.-Puttr 13. 1% N IT =slit. LEGEND "3> CD CD - < _ [Door P = 866.71 feet -Top of concrete outside door Door 0 = 867.13 feet -Top of concrete inside door Floor drain = 866.73 feet - inside garage BLDG Door R = 867.51 feet - On carpet Inside door 8600 Door S .. 867.48 feet -Top of concrete Inside door Door It = 867.99 feet -On carpet Inside door Door T .. 887.65 feet -On carpet Inside door Door X = 879.54 feet -On carpet inside door Door AA = 683.50 feet -Top of concrete outside door Door DO = 877.57 feet -Or carpet tns'Ae door BLDG Door 11 = 577.57 feet -On tie Inside door , Door V = 883.42 feet -Top of concrete outside door Door 2 = 889.38 lest -Top al comet inside door (Lower Level Elevation 6700 France Ave= 877.63 feel Top of comet Inside door) Door A = 875.71 feet -Top of concrete outside door Does B = 883.65 feet -On fee Inside door Dam C = 883.71 feet -On wood Poor Inside door Door D = 883.64 feet -Top of concrete outside door Dow E 883.74 feet -On laninate floor Inside door Door F = 883.58 feet -Top of concrete outside door Door 0 = 889.57 feet -On carpet ingde door (Lower Level Elevation 6750 France Ave=877.57 feet) Dear J 877.42 feel -Top of concrete °We'd, door \\\‘' I " \ 'J.. I .1 \\ I I- ma Bi TV41N0~5m> IIS - ./ 051 PIA obvr AC BBC) BE BEN BR BTC STI. CSB CS CIBOX CO CP CNP CUP COLS C 50 DIP DUST CO EDN FP1T Pi FP FW GARB COCR A GPG CRDL HCPB NCR HOS HOPE HH HNC ..m.'410 HIlE s Hid b0151. HYD INV LA LP 14C NC OPC (F) P pEP PP TKIBSI. PVC R CP RD SAN SAN S 58 SEDPD 548 ST 5 5TC0 TAD TC TCS IL TF1T TRANS DOC LIGE V WWP 411/.1 WV WW ARS BAS B'R COT CRAB HACK LOC NPL RO 5118 SPR TR WL Denotes rib conditioner Denotes advertisement/Information sign Denotes barbecue Denotes bolding entrance Denote. bench Denotes bete rack Denotes top of bituminous orb Denotes beavetai curb Denotes brick well base Denotes cold, basin Denotes trot box Denotes communication box Denotes cast ion ploe Denotes communication manhole Denotes corrugated metal pipe Denotes buldin caurnn Denotes curb stop Denotes droit grate Denotes ductie iron ripe Denotes dust collector Denotes electric bo x Denotes electric meter Denotes electric manhole Denotes One pit Denotes One hookup Denotes Rog pole Denotes Nee of walk top Denotes concrete gutter Denotes garbage/refuge Denotes outage door cord reader Denotes gas .ter Denotes wordm post Denotes ground light Denotes handoop door poet, button Denotes doable romp Denote, dsobled sign Denotes high density pc/lot/Ilene pipe Denotes hand hole Denotes communication hand hole Denotes decide hand hole Denote, fiber optic bond fids Denotes stand light hand hole Denotes We hydrant Denotes. structure Invert Denotes landscaping Denotes fight pole Denotes metal cover Denotes meld grate Denotes overhead bolding sign Denotes overhead door Denotes outdocr power center Denote, per pion/ not field verified Denotes polyethylene pbe Denotes past kldkator valve Denotes parking sign Denotes 0,4010 table Denotes polyv,mrchlorkle pipe Denotes 'enforced on pipe Denotes ro t drd Denotes sanitary manhole Denotes sanitary sewer Gametes ed boring Denotes sediment pond Denotes storm manhole Denotes alarmsaner Denotes steno dean out Denotes truncated domes Denotes top of curb Denotes traffic control ego Denotes traffic DDenotes test pit Denotes transformer Denotes underground communkotion IFe Denote. underground electric Int Denotes vent Denotes vitrified day ppe Denotes water the Denotes voter mantle. Denotes eater valve Denotes Rood eon Denotes Arborvitae Denotes Baeswood tree Denotes Birth tree Denotes Cottonwood tree Denotes Crabapple tree Denotes Hockberry tree Denote. Lowed tree Denotes Staple tree Denotes Red oak bee Denotes shrub Denotes spruce tree Denotes deciduous tree Denotes WMOm Sm. yr BENCHMARKS (BM) (NMI 29) I.) Top of top nut of fee hydrant rust hydrant south of 66th Street on west sWe of Ponce Ave. Elevation = 883.31 feet 2.) Top of top nut of Fre hydrant southeast of Tavern co France on west side of France Ave. Elemtlon = 884.21 feet 3.) Top of top nut of ft< hydront first hydrant north of 69th Street on west side of France Ave. Elevation = 680.52 feel FLOOR ELEVATIONS I.- Denotes door letter 01.130 6750 0505) NL Door BB = 879.46 feet -Top al concrete outside door Door CC = 877.54 feet -On carpet nide door, So. Entrance (Lower Level Elevalkm 6800 France Ave=865.04) Door If = 872.83 feet -Top of metal threshold outside door Door If 877.84 feet -Top of concrete outside door Door L 877.50 feet -On carpet inside door Door IA - 1364.26 feet -Top of concrete bode garage Door V = 887.59 -Top of meld threshold ...We door Door W = 879.59 feet -On carpet Heide door 4.) Top of top not of Ire hydrant or the east &de of Votey View Rood at north dine enVonce to 6800 bolding. Elevation = 571.70 feet 5.) Top of top nut of few hydrant on the cost ,'de of Volley View Rood of south drive entrance to 6600 Widen. Elevation = 573.26 feet 30 0 30 60 SCALE 111 FEET Doted this 71h O y of December, 2023 Certired by • J. Caleon nn. 110. No 44900 1 ffLAND susiMq --.5,..gig774=im. BLDG LINK - e Fake feet -On cFake dom 681X) ED"' ressw.rundo.com IA. 10060(.0,, 1...4 2 of 4 66TH STREET W LAKE: ORIA-Cf?!.', PARK A Oa (MATCH LINE- SEE SHEET 3 OF 4 INEWIEIVd30 9NINNY7c1 VN1C13 dO A110 Page 366 of 1042 - rns -.VP-, .6- .e Tuseswatle .0066.06 AKS Dated Nis 7th dry of December. 2023 Certified by. A .mansetrn. Lk. No. 44900 15,41VD SURVEYING ,:iii?-1::4":311741!!!;" wwwwuness.com AV. ens MATCH LINE- SEE SHEET Z OF 4 I FUND AC Denotes air conditioner NS Denotes advertsernent/Inforrnallen sign 000 Denote. barbecue BE Denotes balding enhance BEN Denotes bench BR Denotes bike end. BTC Denotes lop of bituminous nub OIL Denotes bemertal curb BNB Denotes brick ear base CB Denotes catch basin CBOX Denotes control box CID( Denotes communication box OP Denotes cost ton pipe CIAH Denotes communication manhole COP Denotes corrugated metal pipe COL Denotes Wieling column CS Denotes cob stop DO Denotes drain grate DP Denote. Miele. iron pip. DUST Denotes dust collector EB Denotes electric box El/ Denotes electric meter D/H Denotes electric manhole 1717 Denotes Ere pit Fll Denotes Ca hookup FP Denotes tag pale FW Denote. face of soh top G Denotes concrete gutter GARB Denotes garbogo/refug. GDC.R Denotes garage door card reader GM Denotes gos meter GP Denotes guord post GRDL Denotes ground light REPO Denotes handicap door push button OCR Denotes disabled romp RCS Denotes disabled sign • HOPE Denote. high density polyeth3tene pipe HH Denotes hand hole HNC Denotes communication hand hole HHE Denotes electric hand hole HilF Denotes (her optic hand hole HMI Denotes signed light hand We HYD Denotes Cre hydrant INV Denotes structure invert LA Denotes landscaping LP Denotes tight pole LW Denotes metal cover NG Denotes meld grate OHS Denotes overhead bulldog sign CO Denotes overhead door CS SAN Denotes sonitory manhole SAN S Denotes sanstory sewer SB Denotes sot boring SEDPD Denotes sediment pond SIDI Denotes stomt manhole ST S Denotes storm sewer STCO Denotes storm clean out TAD Denotes truncated domes IC Denotes top of curb ICS Denotes traffic control sign TT. Denotes traffic light TNT Denotes test pit TRANS Denotes transformer UGC Denotes underground communication Eno UGC Denotes underground electric line 3 Denotes vent VCP Denotes Ntrified cloy pipe W Denotes water tote WW1 Denotes water manhole WV Denotes water soh. WW Denotes wood one ARB Denotes Arborvitae HAS Denotes Basswood tree BR Denotes Birch tree COT Denotes Cottonwood tree CRAB Denotes Crabapple tree HACK Denotes Hard4berry Nee LOC Denotes Locust Nee NPL Denotes Maple tree RO Denotes Red oak tree 560 Denotes shrub SPR Denotes spruce tree TR Denotes deciduous tree WIL Denotes Yaow tree , LI • ' I tiJ KIMIIV :eillAg718 .0...„*.n.e... '......--' .... O ,77r rr - --, i- \ ,..; - / /," , 1 i t- 1 ---,'.1,------- ..e..7.--;•-e;'; ---..';'‘... ---- 1 '., 'I' '';---- .1 r-r-1.'. --- •nts ."....0 ...--- .0 ..." :„ 71:7 0. ..... 71 , ". N ' ' / . • , ;79 ° ' 1 ‘.1 .r. /. ..,. :7 , % •s8..- ...-. p...... \ isef, / /t/V./ ../....... ....... „we,' • --. / // r/Xnef / / --/ ''.//i/./ ,.. ...f ///; / // ir .......'--. • // '''---. /.1 . '1 ////,.re4 ''''- .i,,r, j ..- i' \ iti 1 ..,,,7_, ., ,...,;.'.(A m.12.. 7... ..44 ''i 'w(/ k , .\ \ C tlat " \ 11 1,1 1..,.., \ At ' 4. \ " \ \ At. N. • - "I' . TN tw . ,.i. .I, \ \ 4%,. \ - 1 .,4-.\ ... \I \'\ \ Ns, FLOOR FI FVATIONS 0 Denotes door letter [Door P = 666.71 feel -Top of concrete outside door Door 0 = 867.13 feet -Top of concrete inside door Floor drab = 865.73 feet - Inside garage BLDG Door R K. 867.51 feet - On carpet bide door 6600 Door S .. 867.46 feet -Top of concrete Inside door Door U = 867.99 feet -On cape inside door Door 7 = 867.66 feet -On carpet inside door Poor X = 079.54 feet -On comet bake door [Door AA = 883.50 feet -Top of concrete altsIde door Door DD = 877.57 feet -On carpet inside door .6 Door N 1377.57 feet -On lie inside door 6700 DDowoor I - 136agi tfVel :T.7 11 g2;:ti:„Z!''''' door r (Lower Level Eleeatian 6700 France Ave= 877.63 Not Top of carpet Inside done) Door A K.1375.71 feet -Top of concrete outside door Door B = 883.65 feet -On th hide door Door C 883.71 feet -On .sad floor inside door Door D = 883.64 feet -Top of concrete outside door Door E = 883.74 feet -On laminate floor hide door Door F = 883.561 feet -Top of concrete outside door Door 0 = 889.57 feel -On carpet inside doer ( Le Lower vel Devotion 67 50 Erotic. Ave=77.57 eet Door J 877.42 feet -Top of concrete 8 f outside door Door 138 = 879.46 feel -Tap of concrete outside door Door CC = 877.54 feet -On carpet inside door, So. Entrance (Lower Level Elevation 6800 France Ave=865,04) Door H 872.133 feet -Top of metal threshold outerie door Door K 877.84 feet -Top of concrete outside door Door L = 877.50 feet -On carpet made door Door 14 = 864.26 feet -Top of concrete inside *prop Door V = 867.59 -Top of metal threshold outside door Door W = 879.59 feet -On carpet inside door [Door 1 = 677.48 feet -On carpel inside door BENCHMARKS (BM) (MVO 29) I.) Top of top nut of fire hydrant fest hydrant south of 66th Street on west ide of France Ant Devotion = 883.31 feel • 2.) Top of top nut of fre hydrant southeost of Tavern on Fronce on west side al France Ave. Devotion = 884.21 feet 3) Top of lop not of Ere hydrant lust hydrant north of 89N Street on west id* of France Ave. Devotion = 880.52 feet en4 m0111801/6\ ft 6600 !MI AN 'S =le b' ON 0 M.. ALES sl a:K2 to iu c ids, I If I•ro US ono MM. 'S. BLDG U06i 6500 BLDG 6750 BLDG 6800 OPC Denotes outdoor power center (P) Denotes per plan/ not field trifled PEP Denotes pclyethyen• pipe PIV Denotes post Ftlkolor eche PKS Denotes parking eon PTBL Denotes plonk table C.) PVC Denotes polyrimechleride pipe RCP Denotes reinforced cannel.Woo C.) .6" 4t ETC ST.P re• 30 0 30 60 SCALE N FEET Ds. --001•11 MATCH LINE- SEE SHEET 4 OF 4 176 40761060.1.7 3 of 4 5.) Top of tap nut of Fee hydrant on the east ide of Vole, View Road at south drive entrance to 6600 balding. Devotion = 873.26 feet 4.) Top of top nut of fre hydrant en the east ode of Yeasty View Rood at north drive entrance to 6800 bulding. Elevotion - 871.70 feet 6740 MAKE 612- S / 4 Iv/ IN3011EIVc130 DNINNtild VN103 dO Page 367 of 1042 1.4 /L° Res Sa./771 0,c;c7.f,sE PARA' F/RST Are l'l,-rimo Al FLOOR ELEVATIONS OA Denotes door teller. Door P =866.71 feet -Top of concrete outside door Door 0 = 867.13 feet -Top of concrete inside door Floor drain = 866.73 feet - Inside comae Door R = 867.51 feet - On carpet Inside door Door S = 867.46 feet -Top of concrete Oneida door Door V = 867.99 feet -On comet inside door Door 7 = 867.66 fat -On corset kside door Door X = 879.54 feet -On carpet Fake door Door HA = 883.50 feet -Top of concrete outside door Door CO = 877.57 feet -On comet inside door Door It 877.57 feet -On We inside door Door Y = 883.42 feet -Top of concrete vatelde door Door Z 889.38 net -Tap of carpel Inside door (Lower Level Cavallo., 6700 France Ave= 877.63 feat Top of carpet kside door) Door A .• 875.71 feet -Top of concrete outside door Door B - 883.65 feet -On Ule Inside door Door C.= 8113.71 feel -On wood floor inside door Door D 883.64 feet -Top of concrete outside door Door E = 853.74 feet -On lemiate floor inside door Door F 883.58 feet -Top of concrete outside door Door G = 889.57 feet -On carat beide door (Lower Lev. Elevation 6750 France Ave=877.57 feet) Door J = 877.42 feet -Top of concrete outside door Door BB = 579.46 feet -Top of concrete outside door Door CC = 877.54 net -On comet Inside door. So. Entrance (Lower 18.01 ElkostIon 6800 France Ave=1365.04) Door H 872.83 feet -Top of meld Uveshod outede door Door K = 877.84 feet -Top of concrete outside door Door 1 = 677.50 feet -On carpet Inside door Door II = 664.26 feet -Top of concrete inside garage Door V = 367.59 -Top of meal threshold outside door Door W = 879.59 feet -Ori carpet Inside door BENCHMARKS (BM) (NOVO 29) I.) Top of top nut of Ike hvdratt firsl hydrant south of 6651 Street on west side of France Ave. Elevation = 88331 feel 2.) Top of tap nut of Ike hrtrant eouUleast of Tavern on Fr.ce on *eel s'de of from Ave. Elevation = 584.21 Net 3.) Top of top out of Ike hydrant first hydrant north of 69th Street on west side of France Are. Elevation = 550.52 feet 4.) Top of lop nut of Ike hydrant on the east side of Vorey Road of north drive entrance to 6600 bulding. Elevation = 871.70 feet 5.) Top of top at of fire hvdrant on the east ekk of Voley View Rood at south driw enDonce to 6600 bolding. Elevation = 873.26 feet Pri I "Ai'D.-111 I 411 O "1 411 ••;• 111t1 •scsi VI! I _0\r / / / / / / / / / I FFEND AC Denotes fir conalkner HIS Denotes odvartIsementAnfonnotion sign BOO Denotes barbecue BE Denotes buidng entrance BEN Denotes bench BR Denotes bike rack BTC Denotes top of bituminous curb BTL Denotes beovert. curb 13513 Denotes brick al base CO Denotes coals basin COOX Denotes control box CBX Denotes comm.icatran box OP Denotes cast iron pipe C101 Denotes communkation manhole CUP Denelee earugeted metal pspe MIL Denotes toldno Wurnn CS Denotes curb stop DC Denotes drab grate DIP Denotes ductEn iron pipe ousr Denotes dust cofactor ER Denotes electrk boo EN- Denotes decide meter 1301 Denotes electrk manhole (PIT Denotes Ore pit Fli Denotes fire hookup FP Denotes flag pole - (Y/ Denotes face of woe. top C Denotes concrete gutter GARB Denotes gorboge/refuge COCA Denotes garage door cad reeds Der Denotes 9as meter GP Denote. guard post CREW Denotes ground light 1-1CPB Denotes norKkop door push button HCR Denotes dsobed romp Oct Denotes Allied sign HOPE Denotes high density polpsthvIene pipe 1.111 Denotes hand hole INC Denotes communication hood hole 1016 Denotes dectrk hand ha, 11HF Denotes laser optic Nord hole Denotes signal light hand hole HYD Denotes fire hydrant INV Denotes structure invert LA Denotes londscoping LP Denotes light pde NC Denotes meld cover 1/0 Denotes meld grate 005 Denotes overhead burWing sign CO Denotes overhead do.. OPC Denotes outdoor power cents (P) Denotes per Won/ not Feld verified PEP Denotes poIrthyere pipe ETV Denotes post indeator valve Plot Denotes pairing e' PT BE Denotes picnic abfegn PVC Denotes poiyanYcheride pPe RCP Denotes reinforced concrete pipe RD Denotes roof drain SAN Denotes sanitary rrenhde SAN S Denote, eanlary serer 58 Denotes sol boring 5EDP3 Denotes sedment pond SDH Denotes storm 1710.1h01. ST S Denotes storm sewer STCO Denotes ctarn, dean out TAD Denotes truncated dal., TC Denotes tap of curb ICS Denotes trohie control sign TL Denotes treed light TP17 Denotes test pit TRANS Denotes tronararner UGC Denotes underground wrimunkoUcel line USE Denotes underground electric Foe • 3 Denotes vent SEP Denotes vitrified day roe W °e.t.a water line HUH Dwaotes water monhole WV Denote, eater vatm WW Denotes wood we, MB Denotes Arteeviloe OAS Denotes Basswood tree BIR Denotes Birch tree COT Denotes Cottonwood tree CRAB Denotes Crobcppe tree HACK Denotes Nockberry tree LOC Denotes Locust tree DPL Denotes Maple tree RO Denotes Red oak tree SIM Denotes ehrub SPR Denotes sauce hoe 1/0 Denotes deddaous tree Wt. Denotes Witent tree 30 0 SCALE III FEET Dot. this 7th of December, 2023 Certified by el J. cads. (91.1kri. Lk. No. 44900 55 )3 SURVEYING www.•ondo.corn MATCH LINE- SEE SHEET 3 OF 4 V.. 17.1 V'. cans nts tnsre awns, C onclo 11.71: In."1 C CMS teens ...„. ,„.. • • cur-orrery SIS d•• nr• • 40 n i71 at to • 1A1 TO,CM0 ••••••••••• LTA's. .4res \ I \v//), re mu? •r" Ir. 1,07 DOC. NO. 45.1706 / 44. •.71. n. \ BLDG 6600 BLDG 6700 BLDG 6750 BLDG 6800 ° V;et a , N-DD LINO [Door I = 877.48 feet -On carpet inside door 6800 /Pt'.,ss 30 60 TONA no19/0/060[0,0, Iat 4 of 4 TUNINOOS t ie IN3IALLEItici30 et\liNNVid VNICI3 dO A.1.1 Page 368 of 1042 Page 369 of 1042 Page 370 of 1042 RESOLUTION NO. 2025-35 APPROVAL OF A REZONING, ORDINANCE AMENDMENT AND CONDITIONAL USE PERMIT FOR 6600-6800 FRANCE AVENUE BE IT RESOLVED by the City Council of the City of Edina, Minnesota, as follows: Section 1. BACKGROUND. 1.01 Southdale Office Partners is requesting a Rezoning and Conditional Use Permit, to reestablish the original zoning at 6600-6868 France Avenue. The applicant is proposing to remodel the interior of the existing middle office building and restaurant and add two small entryways for handicap accessibility in the office building. The conditional use permit is to continue the office use on the site. 1.02 In 2017, this site was rezoned to PUD for a mixed-use development project (The Avenue on France). The plans included a new 6-story office building, a new 6 story medical office, an 8-story residential building, four retail/restaurant buildings, and a hotel. The existing 6 and 7-story office buildings were to remain. Under the existing PUD zoning, only the plans approved within the PUD can be built. 1.03 None of the approved development within the PUD has been built. The property owner has found that the approved PUD plans are not feasible to construct. 1.04 The property is legally described as follows: Lot 1, Block 1, Southdale East Cornelia, Hennepin County, Minn. 1.05 To accommodate the request, the following is requested: ➢Ordinance Amendment to rescind Section 36-504 of the City Code (PUD-11) to Rezone 6600-6868 France Avenue from PUD-11, Planned Unit Development 11 to PCD-3, Planned Commercial District 3. (PCD-3 was the original zoning of this site) ➢Conditional Use Permit for the existing office buildings. 1.06 On April 8, 2025, the Planning Commission held a public hearing and recommended approval of the requests. Vote: 9 Ayes and 0 Nays. 1.07 On May 6, 2025, the City Council held a public hearing and considered the requests. 1.08 On May 20, 2025, the City Council approved the requests. Page 371 of 1042 RESOLUTION NO. 2025-35 Page 2 Section 2. FINDINGS 2.01 Approval of the Rezoning from PUD-11, Planned Unit Development to PCD-3, Planned Commercial District, Ordinance Amendment and Conditional Use Permit to allow office uses on the site based on the following findings: 1. The proposal re-establishes the original zoning of the site. The original zoning of the site was PCD-3, Planned Commercial District 3. Allowed uses with the PCD-3 District include office, medical clinics, restaurants, and banks, all of which would be located on the site. 2. The proposed rezoning would be consistent with the Comprehensive Plan. Existing uses and are all uses outlined in the OR, Office Residential land use category in the Comprehensive Plan. 3. The site has been zoned PUD since 2017, and since that time no development that was built in the PUD overall development plan has occurred. 4. The conditional use permit allows the office uses to continue on the site as a use that is legally permitted. Section 3. APPROVAL NOW THEREFORE, it is hereby resolved by the City Council of the City of Edina, approves the request for Rezoning from PUD-11, Planned Unit Development to PCD-3, Planned Commercial District, Ordinance Amendment and Conditional Use Permit to allow office uses on the site. Approval is subject to the following conditions. 1. If required, submit a copy of the Nine Mile Creek Watershed District permit. 2. Hours of construction must be consistent with City Code. Page 372 of 1042 RESOLUTION NO. 2025-35 Page 3 Adopted by the City Council of the City of Edina, Minnesota, on May 20, 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 May 20, 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 373 of 1042 Existing text – XXXX Stricken text – XXXX Added text – XXXX ORDINANCE NO. 2025-05 AN ORDINANCE AMENDING THE ZONING ORDINANCE TO RESCIND PUD-11, PLANNED UNIT DEVELOPMENT-11, AT 6600-6868 FRANCE AVENUE The City of Edina Ordains: Section 1. Chapter 36, Article VIII, Division 4 is hereby amended to delete the following: Sec. 36-504. - Planned Unit Development District-11 (PUD-11)—The Avenue on France. (a) Legal description: That part of the Southeast Quarter of Section 30, Township 28, Range 24 lying Easterly of the Westerly line of Valley View Road except that part thereof lying South of the North line, and its Westerly extension, of the plat of South Office Park First Addition. (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 October 7, 2016 except as amended by City Council Resolution No. 2016-121 and 2017-47 on file in the Office of the Planning Department. (c) Principal uses: All uses allowed in the POD-2 Zoning District. All uses allowed in the PCD-2 Zoning District. Multifamily Residential. (d) Accessory uses: All accessory uses allowed in the POD-2 Zoning District. All accessory uses allowed in the PCD-2 Zoning District. (e) Conditional uses: All conditional uses allowed in the POD-2 Zoning District. All conditional uses allowed in the PCD-2 Zoning District. (f) Development standards. In addition to the development standards per the POD-2, and PCD-2 Zoning District, the following shall apply: Page 374 of 1042 Existing text – XXXX Stricken text – XXXX Added text – XXXX 2 (g) Signs shall be regulated per the POD-2 Zoning District for the office uses and PCD-2 for retail uses, and PRD, for the residential uses. (h) Twenty percent of all dwelling units shall be reserved for occupancy by residents whose median family income is equal to or less than 60 percent of the median family income for the Minneapolis, St. Paul statistical area, and limited to the maximum rates established and reported by the Minnesota Housing Finance Agency. (i) There shall be a site improvement performance agreement for each phase of development. No phase may be built without a site improvement performance agreement. Overall development phasing plan is an estimate. The specific phasing may not occur in the exact order identified on the phasing plan. New Building Setbacks Front—France Ave 45 feet Front—Valley View 100 feet Front—66th Street 50 feet Parking Setbacks Front—France Ave 10 feet Front—Valley View 10 feet Front—66th Street 10 feet Building Height 8 stories and 96 feet (No building shall be taller than the existing building at 6,800 France) Maximum Floor Area Ratio (FAR) 1.0 of the tract Parking Stalls (Site)488 surface spaces 1,399 underground spaces 1,887 total Page 375 of 1042 Existing text – XXXX Stricken text – XXXX Added text – XXXX 3 Section 2.This ordinance is effective immediately. First Reading: May 6, 2025 Second Reading: 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 376 of 1042 d ITEM REPORT Date: May 6, 2025 Item Activity: Approve Meeting: City Council Agenda Number: 9.1 Prepared By: Sharon Allison, City Clerk Item Type: Resolution Department: Administration Item Title: Resolution No. 2025-37: Accepting Donations Action Requested: Approve Resolution No. 2025-37 accepting donations. Information/Background: To comply with State Statute, all donations to the City must be accepted by resolution and approved by two-thirds majority of the Council. See attached resolution with list of donations. Supporting Documentation: 1. Resolution No. 2025-37: Accepting Donations Page 377 of 1042 RESOLUTION NO. 2025-37 ACCEPTING DONATIONS ON BEHALF OF THE CITY OF EDINA WHEREAS, Minnesota Statute 465.03 allows cities to accept grants and donations of real or personal property for the benefit of its citizens; WHEREAS, said donations must be accepted via a resolution of the Council adopted by a two thirds majority of its members. NOW, THEREFORE, BE IT RESOLVED, that the Edina City Council accepts with sincere appreciation the following listed grants and donations on behalf of its citizens. Administration •Bob Thompson & Jack Weston $160.00 Eight Books: Urban Sanctury – The Life of Minnehaha Creek Dated: May 6, 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 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 378 of 1042 d ITEM REPORT Date: May 6, 2025 Item Activity: Approve Meeting: City Council Agenda Number: 9.2 Prepared By: Addison Lewis, Community Development Coordinator Item Type: Report & Recommendation Department: Community Development Item Title: Resolution No. 2025-33: Rezoning, Subdivision, Site Plan with Variances at 5100 Eden Avenue for Opus Action Requested: Adopt Resolution No. 2025-33 approving rezoning, subdivision, site plan with variances at 5100 Eden Avenue. 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 379 of 1042 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. 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. Applicant Narrative and Plans 6. Stormwater Report 7. Traffic and Parking Study 8. Edina Sustainable Building Questionnaire 9. Grandview Development Framework 10. Staff Presentation 11. Applicant Presentation 12. Better Together Public Input Report Page 380 of 1042 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 381 of 1042 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 382 of 1042 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, a stone material will be used on the west and south sides of the building. The upper floors are almost entirely glass. 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 April 30, 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 Page 383 of 1042 RESOLUTION NO. 2025-33 Page 4 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: a. H-pile locations to be determined based on private and public utilities to avoid impacts and coordinated with the City Engineer. Page 384 of 1042 RESOLUTION NO. 2025-33 Page 5 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 385 of 1042 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 386 of 1042 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 387 of 1042 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 388 of 1042 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 389 of 1042 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 390 of 1042 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 391 of 1042 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 392 of 1042 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 393 of 1042 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 394 of 1042 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 395 of 1042 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 396 of 1042 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 397 of 1042 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 398 of 1042 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 399 of 1042 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 400 of 1042 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 401 of 1042 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 402 of 1042 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 403 of 1042 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 404 of 1042 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 405 of 1042 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 406 of 1042 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 407 of 1042 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 408 of 1042 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 409 of 1042 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 410 of 1042 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 411 of 1042 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 412 of 1042 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 413 of 1042 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 414 of 1042 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 415 of 1042 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 416 of 1042 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 417 of 1042 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 418 of 1042 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 419 of 1042 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 420 of 1042 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 421 of 1042 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 422 of 1042 PROJECT NUMBER ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTION4/30/2025 10:46:19 AMT1-1TITLE SHEET 2024-1264 5115 Arcadia Avenue 5115 Arcadia Avenue Edina, MN CITY SUBMITTAL 04/30/25 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 02/24/2504/30/25ARCHITECTURAL 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 BUILDING ELEVATIONS ● ● A2-2 BUILDING 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 LANDSCAPE NOTES AND SCHEDULES ● ● L2.0 TREE PROTECTION PLAN ● ● L3.0 HARDSCAPE PLAN ● ● L4.0 PLANTING PLAN ● ● L5.0 LANDSCAPE DETAILS ● ● ELECTRICAL E0.1 PHOTOMETRIC PLAN ● ● SURVEY V1.0 EXISTING SURVEY ● ● V1.1 EXISTING SURVEY ● ● V2.0 PRELIMINARY PLAT ● ● No. Description Date PARKING SCHEDULE - VEHICLES Description Count LEVEL 2 8'-6" x 18' STANDARD 17 9'-0" x 18' STANDARD 37 ADA 2 56 LEVEL 1 8'-6" x 18' STANDARD 23 9'-0" x 18' STANDARD 26 ADA 3 ADA - VAN 1 53 LEVEL -1 8'-6" x 18' STANDARD 57 9'-0" x 16' COMPACT 1 9'-0" x 18' STANDARD 47 11' x 18' ELECTRIC VAN ADA 1 ADA 1 ADA - VAN 1 108 LEVEL -2 8'-6" x 18' STANDARD 58 9'-0" x 18' STANDARD 54 112 TOTAL STALLS:329 OFFICE/COMMERCIAL Area 24,042 SF 24,043 SF 24,043 SF 19,403 SF 0 SF 5,970 SF 0 SF 0 SF 97,500 SF PROJECT GSF Level Area LEVEL 6 26,342 SF LEVEL 5 26,342 SF LEVEL 4 26,342 SF LEVEL 3 26,472 SF LEVEL 2 25,322 SF LEVEL 1 37,852 SF LEVEL -1 44,243 SF LEVEL -2 44,243 SF 257,159 SF AMENITY Area 0 SF 0 SF 0 SF 3,317 SF 0 SF 5,235 SF 0 SF 0 SF 8,553 SF PARKING Area 0 SF 0 SF 0 SF 0 SF 23,969 SF 29,168 SF 42,620 SF 42,547 SF 138,304 SF SERVICE Area 2,104 SF 2,104 SF 2,177 SF 3,708 SF 1,096 SF 1,957 SF 1,615 SF 1,615 SF 16,375 SF TERRACE / BALCONY Area 278 SF 279 SF 278 SF 4,619 SF 0 SF 2,329 SF 0 SF 0 SF 7,783 SF Page 423 of 1042 PROJECT NUMBER ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONNOTES BETWEEN QA AND PROJECT TEAM 4/30/2025 10:46:23 AMA0-1EXISTING SITE PHOTOS 2024-1264 02/04/25 5115 Arcadia Avenue 5115 Arcadia Avenue Edina, MN CITY SUBMITTAL 04/30/25 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 424 of 1042 1234 7 8 B C D E 5 6 G H 9 F A 49' - 2"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"10' - 8"38' - 6"30' - 4"2 1 ' - 0 " FRONTAGE ROAD EDEN AVEARCADIA AVETERRACETERRACEBREEZEWAYOFFICE LOBBY COMMERCIAL / OFFICE LOADING BERTHS (15' 0" CLR) NO PARKING PARKING DOWN TO LEVEL -1 UP TO LEVEL 2EDGE OF BUILDING ABOVE DROP-OFF PRIMARY ENTRY RECEPTION PARKINGENTRYPARKING ENTRY TRASHBIKES MONUMENT SIGN EDEN AVE33' - 2" MAIN ENTRY SIDEWALK CONNECTION SIDEWALK CONNECTION PROJECT NUMBER ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTION4/30/2025 10:46:25 AMA0-2SITE PLAN 2024-1264 03/25/25 5115 Arcadia Avenue 5115 Arcadia Avenue Edina, MN CITY SUBMITTAL 04/30/25 No. Description Date Page 425 of 1042 LEVEL 1 100' - 0" LEVEL 3 121' - 8" LEVEL 4 135' - 2" LEVEL 5 148' - 8" LEVEL 6 162' - 2" PENTHOUSE SCREEN 190' - 8" LEVEL -1 89' - 6" LEVEL -2 80' - 2" 1234 7 856 ROOF 176' - 8" 9 LEVEL 2 110' - 8" OFFICE PLENUM PLENUM ARCADE RAMP RAMP RAMP PARKING LOBBY ARCADIA 932.50'14' - 0"14' - 6"13' - 6"13' - 6"13' - 6"11' - 0"10' - 8"10' - 6"9' - 4"ROOF ACCESS/ MECHANICAL SCREENING LEVEL 1 100' - 0" LEVEL 3 121' - 8" LEVEL 4 135' - 2" LEVEL 5 148' - 8" LEVEL 6 162' - 2" PENTHOUSE SCREEN 190' - 8" LEVEL -1 89' - 6" LEVEL -2 80' - 2" BCDE G H ROOF 176' - 8" LEVEL 2 110' - 8" FA 920.00' TERRACE ROOF AMENITY ROOF ACCESS/ MECHANICAL SCREENING TO FIRE APPARATUS SETUP74' - 8"14' - 0"14' - 6"13' - 6"13' - 6"13' - 6"11' - 0"10' - 8"10' - 6"9' - 4"90' - 8"55' - 0"21' - 8"19' - 10"932.50' OFFICE / RETAILLOBBY EGRESS STAIR EXTENSION PARKING PARKING ELEVATOR PIT PLENUM PLENUM OFFICE MECHANICAL SCREENING ROOFTOP MECHANICAL EQUIPMENT 932.11'AVG GRADE PLANE77' - 1"PROJECT NUMBER ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTION4/30/2025 10:46:33 AMA0-3SITE SECTION DIAGRAMS 2024-1264 04/25/25 5115 Arcadia Avenue 5115 Arcadia Avenue Edina, MN CITY SUBMITTAL 04/30/25 No. Description Date 3/32" = 1'-0"A0-3 2BUILDING HEIGHT STUDY E/W - LAND USE 3/32" = 1'-0"A0-3 1BUILDING HEIGHT STUDY N/S LAND USE Page 426 of 1042 PROJECT NUMBER ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTION4/30/2025 10:46:34 AMA0-4EXTERIOR RENDERINGS 2024-1264 02/04/25 5115 Arcadia Avenue 5115 Arcadia Avenue Edina, MN CITY SUBMITTAL 04/30/25 EYE-LEVEL RENDERING OF WEST ELEVATION AERIAL EVENING RENDERING FROM ROUNDABOUT LOOKING NORTHEAST EYE-LEVEL RENDERING FROM EDEN CURB-CUT LOOKING WEST EYE-LEVEL RENDERING OF PRIMARY ENTRY AT ARCADIA No. Description Date Page 427 of 1042 PROJECT NUMBER ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTION4/30/2025 10:46:35 AMA0-5EXTERIOR RENDERINGS 2024-1264 04/25/25 5115 Arcadia Avenue 5115 Arcadia Avenue Edina, MN CITY SUBMITTAL 04/30/25 No. Description Date RENDERING FROM PRIMARY CORNER RENDERING FROM ARCADIA GARAGE ENTRY RENDERING FROM COMMERCIAL ENTRY FACING EAST Page 428 of 1042 123478 B C D E 56 G H 9 42,547 SFPARKING FRESH AIR INTAKE (FROM ABOVE)45' - 0"30' - 0"45' - 0"48' - 0"40' - 10"15' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"15' - 0"29' - 6" F UP TO LEVEL P1 A 1 2 3 4 7 8 B C D E 5 6 G H 9 45' - 0"30' - 0"45' - 0"48' - 0"40' - 10"42,620 SFPARKING FRESH AIR INTAKE (SIDE WALL) F DOWN TO LEVEL P2 UP TO LEVEL P1 24' - 0"A PROJECT NUMBER ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONNOTES BETWEEN QA AND PROJECT TEAM 4/30/2025 10:46:37 AMA1-1 FLOOR PLANS - LEVELS P1-P2 2024-1264 02/04/25 5115 Arcadia Avenue 5115 Arcadia Avenue Edina, MN CITY SUBMITTAL 04/30/25 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 429 of 1042 Pen CTB file location = T:\DF Construction Documents\CAD CTB Files\DFA-STD_FULLSIZE_2018_v2 5,970 SFOFFICE / COMMERCIAL DROP-OFF ARCADIA AVEEDEN AVENUE29,168 SF PARKING TERRACE 4,956 SF AMENITYBREEZEWAY UP TO LEVEL 2 DOWN TO LEVEL P1 584 SFSERVICE 137' - 6"15' - 9"198' - 10" 214' - 2"46' - 10"167' - 0"279 SFAMENITY416 SFSERVICE 116 SF SERVICE ROOF ABOVE EDGE OF BUILDING ABOVE VESTIBULE TRANS MONUMENT SIGN LOADING BERTHS (15'-0" CLR MIN FDC CONNECTION HWY 100 FRONTAGE ROAD 1 2 3 4 7 8 B C D E 5 6 G H 9 23,969 SFPARKING LEVEL 1 BELOW DOWN TO LEVEL 1 F 24' - 0"25' - 0"24' - 0"A PROJECT NUMBER ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTION4/30/2025 10:46:39 AMA1-2FLOOR PLANS - LEVELS 1-2 2024-1264 02/04/25 5115 Arcadia Avenue 5115 Arcadia Avenue Edina, MN CITY SUBMITTAL 04/30/25 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 430 of 1042 123478 B C D E 56 G H 9 11,268 SFOFFICE 3,380 SF TERRACE/BALCONYSTAIR TRANSFEROPEN TO BELOW 8,134 SF OFFICE 2,908 SFAMENITY45' - 0"30' - 0"45' - 0"48' - 0"40' - 10"15' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"15' - 0"29' - 6" WC WC IDF ELEC 3,708 SF SERVICE F 277 SFTERRACE/BALCONY 962 SF TERRACE/BALCONY A 1 2 3 4 7 8 B C D E 5 6 9 24,043 SFOFFICE 713 SFSERVICE 552 SFSERVICE2' - 0 1/2"45' - 0"30' - 0"45' - 0"1' - 10 1/4"IDF ELEC WC WC 912 SFSERVICE 278 SFTERRACE/BALCONY A 15' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"15' - 0"29' - 6" PLAN NORTH PROJECT NUMBER ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTION4/30/2025 10:46:41 AMA1-3FLOOR PLANS - LEVELS 3-6 2024-1264 02/04/25 5115 Arcadia Avenue 5115 Arcadia Avenue Edina, MN CITY SUBMITTAL 04/30/25 1/16" = 1'-0"A1-3 1LEVEL 3 (1/16") 1/16" = 1'-0"A1-3 2 LEVEL 4-6 No. Description Date Page 431 of 1042 LEVEL 1 100' - 0" LEVEL 3 121' - 8" LEVEL 4 135' - 2" LEVEL 5 148' - 8" LEVEL 6 162' - 2" PENTHOUSE SCREEN 190' - 8" BCDEGH ROOF 176' - 8" LEVEL 2 110' - 8" F A 14' - 0"14' - 6"13' - 6"13' - 6"13' - 6"11' - 0"10' - 8"1' - 10"934.00' 932.00' 934.50'933.00' TYP, AT PRECAST PANEL OPENINGS 5D 5A 8A 5A 8B CIP STAIRWELL ENCLOSURE BEYOND 2A 3A 5C EXTERIOR AWNING 3B OPEN TO BEYOND OPEN TO BEYOND OPEN TO BEYOND LEVEL 1 100' - 0" LEVEL 3 121' - 8" LEVEL 4 135' - 2" LEVEL 5 148' - 8" LEVEL 6 162' - 2" PENTHOUSE SCREEN 190' - 8" 12347856 ROOF 176' - 8" 9 LEVEL 2 110' - 8" 936.00' 934.00' 5D 5A 8A 5A 8B 3A 2A TYP, AT PRECAST PANEL OPENINGS CIP CONCRETE STAIRWELL TRANS- FORMER 5C OPEN TO BEYONDOPEN TO BEYOND PROJECT NUMBER ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTION4/30/2025 10:46:49 AMA2-1BUILDING ELEVATIONS 2024-1264 04/25/25 5115 Arcadia Avenue 5115 Arcadia Avenue Edina, MN CITY SUBMITTAL 04/30/25 No. Description Date 1/8" = 1'-0"A2-1 1EAST ELEVATION - LAND USE 1/8" = 1'-0"A2-1 2NORTH ELEVATION - LAND USE EXTERIOR MATERIAL KEYNOTES 2ASTONE VENEER - LIMESTONE PANELS 3AARCHITECTURAL PRECAST PANEL - A 3BARCHITECTURAL PRECAST PANEL - B 5AALUMINUM COMPOSITE PANEL - A 5BALUMINUM COMPOSITE PANEL - B (SOFFITS) 5CPERFORATED METAL PANEL 5DFORMED METAL PANEL - CORRUGATED 8AALUMINUM CURTAIN WALL SYSTEM 8BALUMINUM MULLION CAP EXTENSION - A 12AGLASS RAILING Page 432 of 1042 LEVEL 1 100' - 0" LEVEL 3 121' - 8" LEVEL 4 135' - 2" LEVEL 5 148' - 8" LEVEL 6 162' - 2" PENTHOUSE SCREEN 190' - 8" BCD E G H ROOF 176' - 8" LEVEL 2 110' - 8" FA 14' - 0"14' - 6"13' - 6"13' - 6"13' - 6"11' - 0"10' - 8"SITE CAST CONCRETE WALL FOR INTAKE PIT EXTERIOR AWNING CIP STAIRWELL ENCLOSURE BEYOND 2A 3A 5A 8A 5D 12A 8B 3A 12A 12A 5A 8B 2A 5B 5A 3B 3B OPEN GARAGE ENTRANCE LEVEL 1 100' - 0" LEVEL 3 121' - 8" LEVEL 4 135' - 2" LEVEL 5 148' - 8" LEVEL 6 162' - 2" PENTHOUSE SCREEN 190' - 8" 1234 7 856 ROOF 176' - 8" 9 LEVEL 2 110' - 8"14' - 0"14' - 6"13' - 6"13' - 6"13' - 6"11' - 0"10' - 8"5D 5A 8B 8A 12A 12A 5A 8A CAST IN PLACE CONCRETE WALL W/ FORM LINER 3B 5B 5A CONCRETE PLANTER BED OPEN TO BEYOND OPEN TO BEYOND PROJECT NUMBER ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTION4/30/2025 10:46:57 AMA2-2BUILDING ELEVATIONS 2024-1264 04/25/25 5115 Arcadia Avenue 5115 Arcadia Avenue Edina, MN CITY SUBMITTAL 04/30/25 No. Description Date 1/8" = 1'-0"A2-2 1WEST ELEVATION - LAND USE 1/8" = 1'-0"A2-2 2SOUTH ELEVATION - LAND USE EXTERIOR MATERIAL KEYNOTES 2ASTONE VENEER - LIMESTONE PANELS 3AARCHITECTURAL PRECAST PANEL - A 3BARCHITECTURAL PRECAST PANEL - B 5AALUMINUM COMPOSITE PANEL - A 5BALUMINUM COMPOSITE PANEL - B (SOFFITS) 5CPERFORATED METAL PANEL 5DFORMED METAL PANEL - CORRUGATED 8AALUMINUM CURTAIN WALL SYSTEM 8BALUMINUM MULLION CAP EXTENSION - A 12AGLASS RAILING Page 433 of 1042 PROJECT NUMBER ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONNOTES BETWEEN QA AND PROJECT TEAM 4/30/2025 10:46:57 AMA2-3EXTERIOR MATERIALS 2024-1264 02/04/25 5115 Arcadia Avenue 5115 Arcadia Avenue Edina, MN CITY SUBMITTAL 04/30/25 3A ARCHITECTURAL PRECAST PANEL A 12A - GLASS RAILING WITH BLACK ALUM 5D - FORMED METAL PANEL (CORRUGATED) 5A ALUMINUM COMPOSITE PANEL (CW INTEGRATED) 8A ALUMINUM CURTAIN WALL SYSTEM PODIUM - MOST CLEARBUILDING - HIGHER PERFORMING GL-1GL-2 8A (FRAMES AND MULLIONS) No. Description Date EXTERIOR MATERIAL KEYNOTES 2ASTONE VENEER - LIMESTONE PANELS 3AARCHITECTURAL PRECAST PANEL - A 3BARCHITECTURAL PRECAST PANEL - B 5AALUMINUM COMPOSITE PANEL - A 5BALUMINUM COMPOSITE PANEL - B (SOFFITS) 5CPERFORATED METAL PANEL 5DFORMED METAL PANEL - CORRUGATED 8AALUMINUM CURTAIN WALL SYSTEM 8BALUMINUM MULLION CAP EXTENSION - A 12AGLASS RAILING 2A - STONE VENEER - LIMESTONE PANELS 8B ALUMINUM MULLION CAP EXTENSION 3B ARCHITECTURAL PRECAST PANEL B 5B ALUMINUM COMPOSITE PANEL (SOFFITS)5C PERFORATED METAL PANEL Page 434 of 1042 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 APPLICATION04/10/2025EARTHWORK BID SET04/30/2025CITY SUBMITTALPROJECT 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.04/30/2025ARCADIA 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: CITY 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 SUBCONTRACTOR 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 SUMMARYDATEDESCRIPTION100 EDEN AVENUE, LLC10350 BREN ROAD W,MINNETONKA, MN 55343JOHN WILLIAMS952-656-4578JOHN.WILLIAMS@OPUS-GROUP.COM1. SUBCONTRACTOR SHALL CONFIRM THAT THE EXISTING CONDITIONS FORTHE SITE MATCH WHAT IS SHOWN ON THE DRAWINGS PRIOR TOCONSTRUCTION.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 SUBCONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINALUTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECTDOCUMENTS.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 435 of 1042 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 CITYSTANDARDSSUBCONTRACTOR SHALL SAWCUT& REMOVE PUBLIC PVMTS., CURBS,AND WALKS FOR INSTALLATION OFUTILITIES. UPON COMPLETION OFUTILITY 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)FENCE & FOOTING EAST OFTHIS LOCATION 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 TRANSFORMER PER CITYSTANDARDS, 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 WALLREMOVE 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 MATERIAL TYP.EXISTING DRAIN TILE TO REMAIN(PER RECORD)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 NOT ENTER" SIGN FOR INSTALLATIONOF WATER SERVICE. REPLACE AFTERINSTALLATION. COORD. W/ CITY & MNDOT.EXISTING LIGHT POLE TO REMAIN.PROTECT FROM DAMAGE. COORD.W/ CITY/OWNERSALVAGE & 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.EXISTING LIGHT POLE TO REMAIN. PROTECTFROM DAMAGE COORD. W/ CITY/OWNERWATER CONNECTION SEEUTILITY PLANWATER CONNECTIONSEE UTILITY PLANNON-ACCESS LINE PERSURVEYREMOVE/SALVAGE EXISTING "WRONG WAY" SIGN FOR GRADEADJUSTMENT. REPLACE/RELOCATE COORD. W/ CITY & MNDOT.REMOVE/SALVAGE EXISTING "PEDESTIRANS BICYCLES MOTORIZED BICYCLESNON-MOTORIZED TRAFFIC PROHIBITED" SIGN (NOT ON SURVEY, FIELD VERIFY)FOR INSTALLATION OF WATER SERVICE. REPLACE AFTER INSTALLATION.COORD. W/ CITY & MNDOTEXISTING "EDEN AVE FRONTAGE RD" SIGN TO REMAIN.PROTECT FROM DAMAGE. COORD. W/ CITY/OWNERSAWCUT EXISTING SIDEWALK.SEE SITE PLAN.SAWCUT EXISTING SIDEWALK.,TYP. SEE SITE PLAN.SAWCUT EXISTING SIDEWALK.,TYP. SEE SITE PLAN.PRIVATE WELL MAY BE LOCATED ON SITE. SEE CITY SPECIFICNOTESREMOVALS 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 APPLICATION04/10/2025EARTHWORK BID SET04/30/2025CITY SUBMITTALPROJECT 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.04/30/2025ARCADIA 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. WATERMAIN INSTALLED IN 1955. SITE WAS DEVELOPED AS EARLY AS 1940. APRIVATE WELL MAY BE LOCATED ON SITE. WELLS NOT IN USE MUST BESEALED BY A LICENSED WELL CONTRACTOR PER MN RULES, CHAPTER 4725.2. LARGE BLOCK RETAINING WALL & FENCE MAY BE REQUIRED TO BE REMOVEDSALVAGED AND DELIVERED TO A LOCATION DEEMED APPROPRIATE BY THECITY. (CITY STORAGE FACILITY SOUTHWEST OF BRAEMAR GOLF COURSE)COORDINATE ACCESS AND DELIVERY WITH THE CITY.3. DISCONNECTED SANITARY AND WATER SERVICES TO BE CAPPED AT MAIN.COORDINATE UTILITY DISCONNECTION LIMITS WITH PUBLIC WORKS.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. 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.14. 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.15. 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.16. 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.17. ALL EXISTING SITE TRAFFIC/REGULATORY SIGNAGE TO BE INVENTORIED AND IF REMOVED FOR CONSTRUCTION SHALL BE RETURNED TOLGU.18. 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 INFORMATION100 EDEN AVENUE, LLC10350 BREN ROAD W,MINNETONKA, MN 55343JOHN 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 436 of 1042 5,970 SFOFFICE / COMMERCIALDROP-OFF29,200 SFPARKINGTERRACE4,956 SFLOBBYUP TOLEVEL1.5DOWN TOLEVEL P1SERVICEENTRANCE584 SFSERVICEGARAGEEXHAUST279 SFBIKE416 SFTRASH8.06.0CONSTRUCTIONLIMITSCONSTRUCTIONLIMITS21.326.0 2.06.06.08.06.03.32 6 . 0 4.66.08.06.06.06.08.08.0R5.0 R5.0R5.0 R5.0R15.0R68.5R21.5 R68.5R17.5R20.0R78.0R10.0R21.08.0UTILITY/TRANSFORMERPADS, COORD. W/MECH'L AND UTILITY CO.CONC. WALK, TYPPED RAMP, TYPGARAGE AIREXHAUST8' WIDE CONC. WALK,PER CITY STANDARDS6' WIDE BOULEVARDLOWER LEVELBUILDING WALL LEVEL 1 AND ABOVEBUILDING WALLPED RAMP, TYPRAISED PRIVATE PATIO/ TERRACE AREAAIR INTAKE FORGARAGE LEVEL(WINDOW WELL)8' WIDE CONC. WALK,PER CITY STANDARDS6' WIDE BOULEVARDLOWER LEVELBUILDING WALLCONCRETE COMMERCIALDRIVE ENTRANCE PERCITY STANDARDSCONCRETE COMMERCIALDRIVE ENTRANCE PERCITY STANDARDSPED RAMP, TYPVALLEY GUTTER,SEE CITY DETAILMATCH INTO EXISTINGPED RAMP.MATCH INTO EXISTINGCONC. WALK.ENHANCED LANDSCAPE FEATURES,SEE LANDSCAPE PLANCAST-IN-PLACE CONC. RETAINING WALL,. TYP.SEE GRADING PLAN FOR ELEVATIONSAGAINST WALL. INCL. DT BEHIND WALL &CONNECT DT INTO STREET CB (SEE UTLITYPLAN). SHOP DRAWINGS REQ'D3 CONC. RISERS (16'' DEPTH) UP TOFRONT ENTRANCE. SEE GRADINGPLAN FOR ELEVATIONS. INCL. RAILING.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.BENCH TOPS ON CONC. SEATSTAIRS. SEE LANDSCAPE PLANSPRE-CAST CONC. WALL DOWN TOGRADE. SEE GRADING PLAN FORELEVATIONS AGAINST WALLMATCH INTO EXISTINGPED RAMP.MATCH EXISTING C&G PERCITY STANDARDS., TYP.MATCH EXISTING C&G PERCITY STANDARDS., TYP.CIP RET. WALL EXTENDSABOVE GRADE.CONC BUFFER / ROCKMULCH AREA WIDTH VARIESPROPERTY LINEMATCH / COORD. W/ ARCH.PARKING DECK PLANPROPERTY LINEB618 C&G SEE CITY DETAILB618 C&G SEE CITY DETAILB612 C&GGRADE ADJUSTMENT WITHINMNDOT ROW WILL REQUIRE MNDOTPERMIT. SEE GRADING PLANPROPERTY LINEEXISTING MNDOT FENCEMONUMENT SIGN, FINAL SIZE, FOOTING,& LOCATION TO BE SPECIFIED. COORD.W/ ARCH'L PLANSCONC.WALK7 CONC. RISERS. INCL.RAILING. SEE GRADINGPLAN FOR ELEVATIONSBLDG STOOP8.74.917.234.54.0 4.2 11.913.017.85.6 CAST-IN-PLACE CONC. RETAINING WALL,. TYP.SEE GRADING PLAN FOR ELEVATIONSAGAINST WALL. INCL. DT BEHIND WALL &CONNECT DT INTO STREET CB (SEE UTLITYPLAN). SHOP DRAWINGS REQ'D5.05.0 CONC.WALKR12.0 R12.0 CONNECT INTOPUBLIC SIDEWALKCONNECT INTOPUBLIC SIDEWALKR10.0MATCH EXISTING C&G PERCITY STANDARDS., TYP.MATCH EXISTING C&G PERCITY STANDARDS., TYP.5' D&U EASEMENT4' D&U EASEMENT5' D&U EASEMENTPUBLIC ACCESSEASEMENTPUBLIC ACCESSEASEMENTPROPERTY LINECURB STOP., TYP.3' CURB TAPER5' CURB TAPER3' CURB TAPER3' CURB TAPER5' CURB TAPER2' CURB TAPER2' CURB TAPER3' CURBTAPER10' CURB TAPER10' CURBTAPER2.05.3 3.321.09.626.5SITE DATAZONING SUMMARYEXISTING ZONINGPLANNED OFFICE DISTRICT 1PROPOSED ZONINGPLANNED OFFICE DISTRICT 2REQUIREDPROVIDEDBUILDING SETBACKS(VARIANCE OBTAINED)WEST35'21'NORTH25'4'EAST25'11'SOUTH25'2'BUILDING HEIGHT48'81'FAR (RATIO)1.52COPYRIGHT 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 APPLICATION04/10/2025EARTHWORK BID SET04/30/2025CITY SUBMITTALPROJECT 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.04/30/2025ARCADIA 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 PLANHEAVY 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. SAWCUT CONCRETE SIDEWALK JOINTS ON PUBLIC SIDEWALKS.2. ARCADIA AVE WAS CONSTRUCTED IN 1970. STREET REPAIRS SHALL CONFORM TOSTANDARD PLATE 543.3. EDEN AVE AND ROUNDABOUT WAS CONSTRUCTED IN 2022. EDEN AVE IS BITUMINOUS ANDSHALL BE REPAIRED PER STANDARD PLATE 541.4. COORDINATE ARCADIA AVE IMPACTS AND CONSTRUCTION STAGING LOCATION WITH CITYENGINEER AND RELATED TO VERNON AVE / 50TH STREET INTERCHANGE PROJECT.5. CONSTRUCTION STAGING, CONTRACTOR PARKING, TRAFFIC CONTROL, AND PEDESTRIANACCESS PLANS WILL BE REQUIRED.6. DRIVEWAY ENTRANCE PERMIT REQUIRED FOR ENTRANCE RECONSTRUCTION.7. ADA ROUTE ON STREETS STEEPER THAN 5% TO MEET PROWAG STANDARDS.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. SUBCONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO BEGINNING CONSTRUCTION, INCLUDING BUTNOT LIMITED TO, LOCATIONS OF EXISTING AND PROPOSED PROPERTY LINES, EASEMENTS, SETBACKS, UTILITIES, BUILDINGS ANDPAVEMENTS. CONTRACTOR IS RESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTS FOR THE SITE. ANY REVISIONS REQUIRED AFTERCOMMENCEMENT OF CONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TO OWNER.ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF MATERIALS.STAKE LAYOUT FOR APPROVAL.3. THE SUBCONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, INCLUDING A RIGHT-OF-WAY AND STREETOPENING PERMIT.4. THE SUBCONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO TECHNICAL REPORT PRIOR TO INSTALLATION OF SITEIMPROVEMENT MATERIALS.5. SUBCONTRACTOR 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 SUBCONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED FOR REVIEW AND APPROVAL BY THEENGINEER/LANDSCAPE ARCHITECT PRIOR TO FABRICATION FOR ALL PREFABRICATED SITE IMPROVEMENT MATERIALS SUCH AS, BUT NOTLIMITED TO THE FOLLOWING, FURNISHINGS, PAVEMENTS, WALLS, RAILINGS, BENCHES, FLAGPOLES, LANDING PADS FOR CURB RAMPS, ANDLIGHT 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. SUBCONTRACTOR 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. ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH A CONSTRUCTION FENCE AT THE DRIP LINE. SEE LANDSCAPEDOCUMENTS.18. SUBCONTRACTOR IS RESPONSIBLE TO INSTALL ANY SIDEWALK AND CURBING PER DESIGN PLAN. SUBCONTRACTOR TO VERIFY ALL CURBSAND SIDEWALKS WILL DRAIN PROPERLY IN FIELD CONDITIONS. SUBCONTRACTOR MUST CONTACT THE CIVIL ENGINEER 24-HOURS PRIOR TOANY CURB AND/OR SIDEWALK INSTALLATION TO REVIEW AND INSPECT CURB STAKES. SUBCONTRACTOR IS RESPONSIBLE FOR ANY CURBOR SIDEWALK REPLACEMENT IF THIS PROCEDURE IS NOT FOLLOWED.19. 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. SUBCONTRACTOR IS RESPONSIBLE FOR ANY CURB, SIDEWALK AND/OR PAVEMENT REPLACEMENTTHAT DOES NOT MEET TOLERANCE/ADA REQUIREMENTS.CONCRETE PAVEMENT (IF APPLICABLE) ASSPECIFIED (PAD OR WALK) SEE GEOTECHNICALREPORT FOR AGGREGATE BASE & CONCRETEDEPTHS, WITHIN ROW SEE CITY DETAIL, WITHINPRIVATE PROPERTY 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 INFORMATION100 EDEN AVENUE, LLC10350 BREN ROAD W,MINNETONKA, MN 55343JOHN WILLIAMS952-656-4578JOHN.WILLIAMS@OPUS-GROUP.COMPage 437 of 1042 5,970 SFOFFICE / COMMERCIALDROP-OFF29,200 SFPARKINGTERRACE4,956 SFLOBBYUP TOLEVEL1.5DOWN TOLEVEL P1SERVICEENTRANCE584 SFSERVICEGARAGEEXHAUST279 SFBIKE416 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 APPLICATION04/10/2025EARTHWORK BID SET04/30/2025CITY SUBMITTALPROJECT 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.04/30/2025ARCADIA 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. SUBCONTRACTOR 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 SUBCONTRACTOR 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 EARTH RETENTION SUBCONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION (INCLUDING BUT NOT LIMITED TO SITEPREPARATION, SOIL CORRECTION, EXCAVATION, EMBANKMENT, ETC.) IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILSENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE SUBCONTRACTOR 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 WILL REQUIRE A“RIGHT OF WAY EXCAVATION PERMIT”. EARTH RETENTION SUBCONTRACTOR IS RESPONSIBLE FOR ACQUIRING THIS PERMIT PRIOR TOCONSTRUCTION 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 SUBCONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES THROUGHOUT THE DURATION OF CONSTRUCTION TOESTABLISH PROPER GRADES. THE SUBCONTRACTOR SHALL ALSO BE RESPONSIBLE FOR A FINAL FIELD CHECK OF FINISHED GRADESACCEPTABLE TO THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO TOPSOIL AND SODDING ACTIVITIES.12. IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE EARTHWORK SUBCONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFFTHE SITE TO AN AREA SELECTED BY THE SUBCONTRACTOR, 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. THEEARTHWORK SUBCONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BEPLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE EARTHWORK SUBCONTRACTOR SHALLSUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BEESTABLISHED TO A MINIMUM DEPTH OF 6 INCHES.14. FINISHED GRADING SHALL BE COMPLETED. THE EARTHWORK SUBCONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING,INCLUDING ADJACENT 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 HAVE BEENFINISH GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THATHAVE BECOME RUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THEEARTHWORK SUBCONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THEREQUIREMENTS OF THE NEW WORK.15. PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND/OR PARKING AREA SUBGRADE. THEEARTHWORK SUBCONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALLBE AT 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 SUBGRADE SOILSSHALL BE COMPLETED 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 SUBCONTRACTOR. 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. THE PERFORMING SUBCONTRACTOR IS RESPONSIBLE FOR ANY CURB, SIDEWALK AND/OR PAVEMENTREPLACEMENT THAT DOES NOT MEET TOLERANCE/ADA REQUIREMENTS.18. MAINTENANCE18.1. THE SUBCONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION, AND KEEP AREA FREE OF TRASH ANDDEBRIS.18.2. EARTHWORK SUBCONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED, ERODED AND RUTTED AREAS TO SPECIFIEDTOLERANCES. DURING THE CONSTRUCTION, IF REQUIRED, AND DURING THE WARRANTY PERIOD, ERODED AREAS WHERE TURF IS TO BEESTABLISHED SHALL BE RESEEDED AND MULCHED.18.3. WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENT CONSTRUCTION OPERATIONS OR ADVERSE WEATHER,EARTHWORK SUBCONTRACTOR SHALL SCARIFY, SURFACE, RESHAPE, AND COMPACT TO REQUIRED DENSITY PRIOR TO FURTHERCONSTRUCTION.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 01/14/2025 (NE=NONE ENCOUNTERED)SPOT GRADE ELEVATION BOTTOM OFRETAINING WALL / TOP OF RETAINING WALL891.00 BW/TWSPOT GRADE ELEVATION RIM ELEVATION891.00 RESPOT GRADE ELEVATION GROUND891.00 GRPage 438 of 1042 5,970 SFOFFICE / COMMERCIALDROP-OFF29,200 SFPARKINGTERRACE4,956 SFLOBBYUP TOLEVEL1.5DOWN TOLEVEL P1SERVICEENTRANCE584 SFSERVICEGARAGEEXHAUST279 SFBIKE416 SFTRASHCONSTRUCTIONLIMITSCONSTRUCTIONLIMITS10.01.010.010.0EOF=928.7EOF=928.3UNDERGROUND INFILTRATION BASIN 1P196.67 LF (2 ROWS @ 90 LF & TWO HEADERS @8.33 LF) 42'' PERF. CMP12'' SIDE & END STONE, 16'' STONE SEPARATION,6'' STONE COVER & 6'' STONE BASESYSTEM FOOTPRINT = 99' 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=2,977 CF100-YR HWL=927.39EOF OF SYSTEM = EXIST CB RE=928.3UNDERGROUND INFILTRATION BASIN 2P45" CHAMBER HEIGHT ADS STORMTECH MC-3500ARCH SYSTEM OR APPROVED EQUAL18 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 15" ORIFICE=927.35TOP OF ARCH PIPE=928.00TOP STONE =929.00TOTAL SYSTEM CAPACITY=3,631 CF100-YR HWL=928.91EOF OF SYSTEM = EXIST CB RE=928.78'' CIP WATER MAIN PER CITY (PERRECORD). CONFLICTS WITH SURVEYDATA (FIELD VERIFY PRIOR TOCONSTRUCTION)8'' DIP WATER MAIN PER CITY (PERRECORD). CONFLICTS WITHSURVEY DATA (FIELD VERIFY)MAKE WET TAP CONNECTIONTO EXISTING 8'' CIP WATERMAIN (PER RECORD)(FIELDVERIFY SIZE & MATERIAL)90° BENDGV & VALVE BOXFIRE DEPARTMENT CONNECTION.COORD. W/ MECH'L21 LF 6" PVC SDR 26SANITARY SERVICE @ 2.00%EXISTING 6'' SANITARYSERVICE (PER CITY)(FIELD VERIFY)SANMH 1 - 48'' STRUCTURERE=928.96EXIST 6'' IE (S) ≈ 917.1(FIELD VERIFY PRIOR TO CONSTRUCTION)PROP 6'' IE (NW) = 917.60COORD. W/ CITYSTUB SANITARY TO 5' FROMBUILDING IE @ STUB=918.02COORD. 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=924.50OUTLET IE=923.75HYD. & GV PERCITY STANDARDS5 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/ CITYSTMH 1 - 48''RIM=932.86IE(N)=926.25IE(W)=928.32IE(S)=926.25SUMP=922.25INSTALL SAFL BAFFLE6 LF 12" HDPESTORM @ 2.00%CBMH 3 - 2'X3'RIM=930.90IE=926.9035 LF 12" RCPSTORM @ 1.00%CBMH 2 - 48''RIM=932.14IE=926.5518 LF 12" RCPSTORM @ 1.67%26 LF 15" RCPSTORM @ 2.00%OCS 2-48"RIM=932.50IE(N)=925.73IE(SW)=927.3560 LF 15" RCPSTORM @ 3.58%MAKE CONNECTION TO EXISTINGCATCH BASIN W/ 15'' RCPEXISTING RE=928.7EXISTING IE (SW)=925.1PROP IE (NE)=925.20RESHAPE BENCH COORD. W/ CITY6'' PVC C900CB10RIM=931.80CATCH BASIN CASTINGATTACHED DIRECTLY TOBASIN 1P RISER28 LF 6'' SOLID PVC @ 2.00%RETAINING WALL DRAIN TILECONNECTION INTO STREET CB27 LF 6'' SOLID PVC @ 2.00%RETAINING WALL DRAIN TILECONNECTION INTO STREET CBUTILITY CROSSING LUMEN DUCT(FROM RECORD)(FIELD VERIFY)MAKE CONNECTION TO EXISTINGCATCH BASIN W/ 6'' PVC DRAIN TILEEXISTING RE=918.7EXISTING OUTLET IE (S)=906.7PROP IE (N)≈913.5RESHAPE BENCH AS NECESSARY &COORD. W/ CITYUTILITY CROSSING APPROX. LOCATIONXCEL DUCT (6'' PVC) (FROM RECORD)(FIELD VERIFY) BOT DUCT≈2' BELOW C&GMAKE CONNECTION TO EXISTINGCATCH BASIN W/ 6'' PVC DRAIN TILEEXISTING RE=918.0EXISTING OUTLET IE (SE)=910.9PROP IE (NE)≈914.00RESHAPE BENCH AS NECESSARY& COORD. W/ CITYINCL. DRAIN TILE BEHIND RET WALL& CONNECT INTO STREET CBINCL. DRAIN TILE BEHIND RET WALL& CONNECT INTO STREET CBCOORDINATE SANITARY SERVICE, WATER SERVICE(S), &STORM CONNECTIONS INTO THE BUILDING W/ MECH'LPLANS. CONFIRM SIZING & INVERT ELEVATIONS & BRINGINCONSISTENCIES TO THE ATTENTION OF THEENGINEER PRIOR TO CONSTRUCTION.CONTRACTOR SHALL SAWCUT & REMOVE PUBLICPVMTS., CURBS, AND WALKS FOR INSTALLATION OFUTILITIES. UPON COMPLETION OF UTILITY WORK,REPLACE ALL MATERIAL, IN KIND, AND TO CITYSTANDARD AND APPROVALSEE DEMO PLAN FORALL EXISTING UTILITYREMOVAL INFORMATIONSTUB STORM TO 5' FROM BUILDING IE @STUB=922.61 COORD. W/ MECH'L PLANS. STORMCONNECTION FOR FOOTING DRAIN TILE. TOBYPASS UNDERGROUND STORM SYSTEM ONLYMAKE CONNECTION TO EXISTING CATCHBASIN W/ 8'' SCH. 40 PVC STORMEXISTING RE=926.0EXISTING OUTLET IE (SE)=921.4PROP IE (NW)≈921.57RESHAPE BENCH AS NECESSARY &COORD. W/ CITYUTILITY CROSSINGLUMEN DUCT52 LF 12'' SCH. 40 PVCSTORM @ 2.00%DUAL-WALL POLYPROPYLENE (PP) PIPE MAY BEUSED INSTEAD OF RCP STORM PIPE AS ANAPPROVED EQUAL.8''X8'' TEE6'' DOMESTIC PVC C900 WATERSERVICE, STUB TO W/I 5' FROMBUILDING, COORD. W/ MECH'L PLANS.8'' FIRE PVC C900 WATER SERVICE,STUB TO W/I 5' FROM BUILDING,COORD. W/ MECH'L PLANS.GV &VALVE BOX8" TO 6"REDUCER12 LF 12'' SCH.40 PVC STORM@ 2.00%STUB STORM TO 5' FROMBUILDING IE @ STUB=927.14COORD. W/ MECH'L PLANSPRETREATMENTSOLID PIPE SECTIONBAFFLE WALL, TYP.DRAW DOWNRISER, TYP.ACCESS RISER, TYP.BAFFLE WALL, TYP.DRAW DOWNRISER, TYP.D&U EASEMENT5' D&U EASEMENT4' D&U EASEMENTCOPYRIGHT 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 APPLICATION04/10/2025EARTHWORK BID SET04/30/2025CITY SUBMITTALPROJECT 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.04/30/2025ARCADIA 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. DISCONNECTED SANITARY AND WATER SERVICES TO BE CAPPED AT MAIN.2. DELIVER AS-BUILT RECORDS OF PUBLIC AND PRIVATE UTILITY INFRASTRUCTURE POSTCONSTRUCTION TO THE CITY.3. METER REQUIRED FOR BUILDING SERVICE LINE AND COMBINED LINES. NO METER REQUIREDFOR FIRE ONLY SERVICE LINE.4. COORDINATE UTILITY DISCONNECTION LIMITS WITH PUBLIC WORKS5. APPLY FOR A SEWER AND WATER CONNECTION PERMIT WITH PUBLIC WORKS.6. PUBLIC WORKS TO DETERMINE ACCEPTABLE INSTALLATION METHODS.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. UTILITY SUBCONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIORTO CONSTRUCTION. THE UTILITY SUBCONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONSFROM 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 UTILITY SUBCONTRACTOR ISULTIMATELY RESPONSIBLE FOR THE FINAL CONNECTION TO BUILDING LINES. COORDINATE WITH ARCHITECTURAL AND MECHANICALPLANS.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 INSTALLING SUBCONTRACTOR AND SHALL BE ESTABLISHED PER THEREQUIREMENTS OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDEBUT NOT BE LIMITED TO SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TOTRAFFIC AT ALL TIMES. 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. INSTALLING SUBCONTRACTORS SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY COMPANIES.19. THE IRRIGATION SUBCONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE TO UTILITIES. COORDINATE THEINSTALLATION OF IRRIGATION SLEEVES NECESSARY AS TO NOT IMPACT INSTALLATION OF UTILITIES.20. ALL SUBCONTRACTORS 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 INSTALLING SUBCONTRACTOR. 23. 12'' - 60'' NOMINAL DIAMETER PP PIPE SHALL HAVE ANNUAL EXTERIOR CORRUGATIONS WITH A SMOOTH INTERIOR (DUAL-WALL) THAT MEETOR EXCEED ASTM F2881 AND/OR AASHTO M330, TYPE S.24. PIPE SHALL BE JOINED USING WATERTIGHT BELL & SPIGOT TYPE JOINTS MEETING ASTM F2881. THE INTEGRAL JOINTS SHALL BEWATERTIGHT ACCORDING TO ASTM D3212 GASKETS SHALL MEET THE REQUIREMENTS OF ASTM F477.Page 439 of 1042 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 APPLICATION04/10/2025EARTHWORK BID SET04/30/2025CITY SUBMITTALPROJECT 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.04/30/2025ARCADIA 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.6EXTERIOR 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 SELECTION9EXPANSION 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 WALLCONCRETEPAVEMENTCONCRETEPAVEMENTCONCRETEPAVEMENTCONCRETEPAVEMENTCONCRETEPAVEMENT4FINISHED 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.CONCRETE PVMT./WALK/PAD- NO FIBERN T S (PRIVATE PROPERTY)SAW CUT JOINT,SEE DETAIL (TYP.)LIGHT BROOM FINISHPERPENDICULAR TOTRAFFIC"A" CONCRETE ASSPECIFIED"B" CLASS 5 AGGREGATEBASECOMPACTED SUBGRADETHIS 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.JOINT DEPTH T/41WALKS5"6"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 GAP7FINISHED 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"CONC PVMT6"6"CASTING SCHEDULECATCHBASIN/MANHOLE/RISERGRATE TYPE (NEENAH)REMARKSR-3067STORM CURB INLETR-2501STORM AREA DRAIN INLETR-2501STORM AREA DRAIN INLETR1642STORM MANHOLENOTE: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 S8N T SB-612 CURB AND GUTTER CONSTRUCTION AT CATCH BASIN8''12'' 6''CASTING SHALL BE NEENAH R-3067TYPE L OR APPROVED EQUAL(STANDARD FRAME AND BOX)DIRECTION OF FLOW36''36''BACK OF CURBMATCH B-612 CURB ANDGUTTER PER DETAIL, TYP.NOTE: CATCH BASIN TO BEDEPRESSED BELOW DESIGN GUTTERGRADE PER DETAIL 110 ON SHEET C5.2CATCH BASIN FRAME ANDCOVER CASTINGDIRECTION OF FLOW10Page 440 of 1042 REVISION SUMMARYDATEDESCRIPTIONCOPYRIGHT 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 APPLICATION04/10/2025EARTHWORK BID SET04/30/2025CITY SUBMITTALPROJECT 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.04/30/2025ARCADIA 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 DETAILSPage 441 of 1042 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 APPLICATION04/10/2025EARTHWORK BID SET04/30/2025CITY SUBMITTALPROJECT 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.04/30/2025ARCADIA 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 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 T99.2PIPE INVERTELEV=SOLID WALL CMPTOP PIPEELEV=BAFFLE WALL ELEVATIONELEV=PERFORATED CMPDRAW DOWN PIPE, WRAP INMNDOT TYPE 1 GEOTEXTILEFABRICBAFFLE WALLDRAW DOWN RISERN T S42"922.00923.75925.501Page 442 of 1042 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 APPLICATION04/10/2025EARTHWORK BID SET04/30/2025CITY SUBMITTALPROJECT 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.04/30/2025ARCADIA 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 612-615-0060OWNERC5.3CIVIL DETAILSREVISION SUMMARYDATEDESCRIPTIONPage 443 of 1042 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.CONSTRUCTIONENTRANCECONTRACTOR TO PROVIDEINLET PROTECTION AT ALLDOWNSTREAM CATCHBASINS.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 APPLICATION04/10/2025EARTHWORK BID SET04/30/2025CITY SUBMITTALPROJECT 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.04/30/2025ARCADIA 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 444 of 1042 5,970 SFOFFICE / COMMERCIALDROP-OFF29,200 SFPARKINGTERRACE4,956 SFLOBBYUP TOLEVEL1.5DOWN TOLEVEL P1SERVICEENTRANCE584 SFSERVICEGARAGEEXHAUST279 SFBIKE416 SFTRASHCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSINLET 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, TYPPLACE EROSION CONTROLBLANKET ON ALL SLOPES4:1 OR STEEPER, TYP.(MNDOT CATEGORY 3)PERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.PERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.CONSTRUCTIONENTRANCECONSTRUCTIONENTRANCECONTRACTOR TO PROVIDEINLET PROTECTION AT ALLDOWNSTREAM CATCHBASINS.INLET PROTECTION ATPROPOSED CATCHBASIN, TYPCOPYRIGHT 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 APPLICATION04/10/2025EARTHWORK BID SET04/30/2025CITY SUBMITTALPROJECT 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.04/30/2025ARCADIA 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 445 of 1042 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 APPLICATION04/10/2025EARTHWORK BID SET04/30/2025CITY SUBMITTALPROJECT 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.04/30/2025ARCADIA 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.100 EDEN AVENUE, LLC10350 BREN ROAD W,MINNETONKA, MN 55343JOHN 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 446 of 1042 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 APPLICATION04/10/2025EARTHWORK BID SET04/30/2025CITY SUBMITTALPROJECT 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.04/30/2025ARCADIA 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)EXISTING1.05PROPOSED1.12DIFFERENCE0.07ESTIMATED 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 447 of 1042 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.KARL FOERSTER GRASS41CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' / KARL FOERSTER FEATHER REED GRASS#1JUNIPERUS CHINENSIS `MONLEP` / MINT JULEP JUNIPER11JUNIPERUS CHINENSIS 'MINT JULEP' / MINT JULEP JUNIPER#5POLLINATOR MIX1,728 SFASCLEPIAS INCARNATA / SWAMP MILKWEED68#1ASCLEPIAS TUBEROSA / BUTTERFLY MILKWEED68#1ASTER LAEVIS / SMOOTH ASTER68#1ECHINACEA PURPUREA / PURPLE CONEFLOWER68#1ECHINACEA PURPUREA 'ALBA' / WHITE CONEFLOWER68#1RUDBECKIA HIRTA / BLACK-EYED SUSAN114#1TALLGRASS MIX1,275 SFPANICUM VIRGATUM / SWITCH GRASS106 #1SCHIZACHYRIUM SCOPARIUM / LITTLE BLUESTEM106 #1DWARF RED TWIG DOGWOOD1,112 SFCORNUS STOLONIFERA / RED TWIG DOGWOOD128#5BUSH HONEYSUCKLE3,169 SFLONICERA DIERVILLA / HONEYSUCKLE268#5TURF5,074 SFNO-MOW8,131 SFPLANT SCHEDULECODEDESCRIPTIONQTYAMENITYBIKE RACK5CURBCONCRETE CURB68 LFEDGINGSTEEL EDGER1,052 LFMINERAL MULCHMINERAL MULCH7.86 CYPAVINGSTANDARD CONCRETE PAVING11,251 SFINTEGRAL COLOR CONCRETE PAVING1,935 SFSITE FURNITUREFREESTANDING CURVED WOOD BENCH44 LFWOOD BENCH TOP14 LFSTAIRSCONCRETE STAIR359 SFWALLCIP CONCRETE WALL214 LFAM-101CB-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 JS04/30/255115 Arcadia Avenue5115 ArcadiaAvenueEdina, MNCITYRESUBMITAL4/30/2025No.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 448 of 1042 T-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 CONSTRUCTIONLIMITSCONSTRUCTIONLIMITSEXISTING 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 JS04/30/255115 Arcadia Avenue5115 ArcadiaAvenueEdina, MNCITYRESUBMITAL4/30/2025No.Description DateTREE PROTECTION PLANL2.0NORTH0SCALE:1"=16'16' 32'48'Page 449 of 1042 5,983 SFOFFICE / COMMERCIAL29,211 SFPARKING4,938 SFLOBBY191 SFFIRE PUMP393 SFELEC275 SFBIKE416 SFTRASHPROPERTY BOUNDARYED EN A V E ARCADIA AVE CONSTRUCTIONLIMITSCONSTRUCTIONLIMITSP-01P-02SF-02SF-01P-01P-01P-01ED-101ED-101ED-101ED-101ST-01CB-101WL-01MM-01MM-01TAM-101MM-01ED-101CODEDESCRIPTIONQTYAMENITYBIKE RACK5CURBCONCRETE CURB68 LFEDGINGSTEEL EDGER1,052 LFMINERAL MULCHMINERAL MULCH7.86 CYPAVINGSTANDARD CONCRETE PAVING11,251 SFINTEGRAL COLOR CONCRETE PAVING1,935 SFSITE FURNITUREFREESTANDING CURVED WOOD BENCH44 LFWOOD BENCH TOP14 LFSTAIRSCONCRETE STAIR359 SFWALLCIP CONCRETE WALL214 LFAM-101CB-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 JS04/30/255115 Arcadia Avenue5115 ArcadiaAvenueEdina, MNCITYRESUBMITAL4/30/2025No.Description DateHARDSCAPE PLANL3.0NORTH0SCALE:1"=16'16 32'48'Page 450 of 1042 5,983 SFOFFICE / COMMERCIAL29,211 SFPARKING4,938 SFLOBBY191 SFFIRE PUMP393 SFELEC275 SFBIKE416 SFTRASH2.5 CAL SERVICEBERRY (2)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`POLLINATOR MIX (222 sf)9 - Asclepias incarnata9 - Asclepias tuberosa9 - Aster laevis9 - Echinacea purpurea9 - Echinacea purpurea 'Alba'15 - Rudbeckia hirtaBUSH HONEYSUCKLE (1,367 sf)116 - Lonicera diervillaEXISTING TREE MASSEXISTINGTREE TOREMAINTALLGRASS MIX (392 sf)33 - Panicum virgatum33 - Schizachyrium scopariumTURF (517 sf)DWARF RED TWIG DOGWOOD (164 sf)19 - Cornus stoloniferaNO-MOW (7,940 sf)NO-MOW (7,940 sf)EXISTING TREE TO REMAIN3.5 CAL BIRCH (3)Betula populifolia `Whitespire`TURF (517 sf)KARL FOERSTER GRASS (41)Calamagrostis x acutiflora 'Karl Foerster'MINT JULEP JUNIPER (11)Juniperus chinensis 'Mint Julep'2.5 CAL SERVICEBERRY (3)Amelanchier x grandiflora 'Autumn Brilliance'PROPERTY BOUNDARYED EN A V E ARCADIA AVE CONSTRUCTIONLIMITSCONSTRUCTIONLIMITS5.5 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.KARL FOERSTER GRASS41CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' / KARL FOERSTER FEATHER REED GRASS#1JUNIPERUS CHINENSIS `MONLEP` / MINT JULEP JUNIPER11JUNIPERUS CHINENSIS 'MINT JULEP' / MINT JULEP JUNIPER#5POLLINATOR MIX1,728 SFASCLEPIAS INCARNATA / SWAMP MILKWEED68#1ASCLEPIAS TUBEROSA / BUTTERFLY MILKWEED68#1ASTER LAEVIS / SMOOTH ASTER68#1ECHINACEA PURPUREA / PURPLE CONEFLOWER68#1ECHINACEA PURPUREA 'ALBA' / WHITE CONEFLOWER68#1RUDBECKIA HIRTA / BLACK-EYED SUSAN114#1TALLGRASS MIX1,275 SFPANICUM VIRGATUM / SWITCH GRASS106#1SCHIZACHYRIUM SCOPARIUM / LITTLE BLUESTEM106#1DWARF RED TWIG DOGWOOD1,112 SFCORNUS STOLONIFERA / RED TWIG DOGWOOD128#5BUSH HONEYSUCKLE3,169 SFLONICERA DIERVILLA / HONEYSUCKLE268#5TURF5,074 SFNO-MOW8,131 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 JS04/30/255115 Arcadia Avenue5115 ArcadiaAvenueEdina, MNCITYRESUBMITAL4/30/2025No.Description DatePLANTING PLANL4.0NORTH0SCALE:1"=16'16' 40'48'Page 451 of 1042 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 JS04/30/255115 Arcadia Avenue5115 ArcadiaAvenueEdina, MNCITYRESUBMITAL4/30/2025No.Description DateLANDSCAPE DETAILSL5.0Page 452 of 1042 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 453 of 1042 Page 454 of 1042 Page 455 of 1042 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 456 of 1042 www.CivilSiteGroup.com 5000 Glenwood Ave • Golden Valley • Minnesota • 55422 (612) 615-0060 Memorandum TO: City of Edina Engineering Department 7450 Metro Boulevard Edina, MN 55439 Attn: Chad Millner, PE, Director of Engineering & Ross Bintner, PE, Engineering Services Manager FROM: Civil Site Group 5000 Glenwood Ave Golden Valley, MN 55422 Joseph Rief, EIT jrief@civilsitegroup.com (612)-615-0060 ext. 725 DATE: 4/30/2025 PROJECT: Arcadia, 5115 Arcadia Avenue, Edina, MN 55436 RE: 5100 Eden Ave – Development Review City of Edina Engineering Review Team, We appreciate your review of the plan set for the proposed office redevelopment Project, Arcadia. Below are responses, in bold red, to the comments from the Engineering Memorandum - dated 03/20/2025. I’ve submitted this response memo along with the updated civil plans. Thanks! Below are my comments on the submittal. Joseph Rief Civil Site Group jrief@civilsitegroup.com 612-615-0060 ext. 725 Page 457 of 1042 www.CivilSiteGroup.com 5000 Glenwood Ave • Golden Valley • Minnesota • 55422 (612) 615-0060 Highlighted items are in process and should remain open comments. 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. CSG RESPONSE – Noted. 2. Deliver as-build records of public and private utility infrastructure post construction. CSG RESPONSE – Note added to sheet C4.0 under City of Edina Utility Notes. 3. Maintenance of sidewalks along all sides except Eden Avenue adjacent to the street will be the responsibility of the property owner. CSG RESPONSE – Noted. 4. Coordinate Arcadia Ave impacts and construction staging location with City Engineer and related to Vernon Ave / 50th Street Interchange Project. CSG RESPONSE – Note added to sheet C2.0 under city of Edina site specific notes. Survey: 5. An existing and proposed site condition survey is required. CSG RESPONSE – Existing conditions survey included in this submission. Proposed condition is described in the civil plan set (site grading and utility plan sheets) 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. CSG RESPONSE – Coordinated with city. There are no existing easements. Proposed D&U easement and proposed public access easement shown on the site plan. The proposed private underground storm system will not be located in the ROW. Existing access restriction / non access to be vacated along Eden Ave & Arcadia Ave per discussion with city. Living Streets: 6. Design sidewalks to meet ADA requirements. CSG RESPONSE – Sidewalks are designed to meet ADA requirements where possible. Due to existing conditions (street grades), sidewalks running parallel to Arcadia Ave and Eden Ave will have a slope greater than 5%. 7. Saw cut concrete sidewalk joints on public sidewalks. Page 458 of 1042 www.CivilSiteGroup.com 5000 Glenwood Ave • Golden Valley • Minnesota • 55422 (612) 615-0060 CSG RESPONSE – Note added to sheet C2.0 under City of Edina site specific notes. Sidewalk detail calls out sawcuts for joints. 8. Public sidewalks along Eden and Arcadia to be minimum 8’ in width with a 5’ boulevard. CSG RESPONSE – Public sidewalks along Eden Ave & Arcadia Ave are proposed to be 8’ wide with a 6’ boulevard min, meeting this requirement. 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. CSG RESPONSE – Coordinated with city. Future discussion with City & MnDOT. Due to existing slopes, any potential future pedestrian crossing will be greater than 5% slope. Curb radii reduction will be coordinated as well. Traffic & Street: 10. Review fire access requirements with fire department. Fire truck turning template attached. CSG RESPONSE – Fire Access has been verified with the Fire Marshall. Additional hydrant coverage exhibit included as a separate document for easy review. 11. Implement recommendations from traffic study and transportation review memo. CSG RESPONSE – Noted. Traffic study and transportation review memo recommendations will be implemented. 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. CSG RESPONSE – Noted. 13. Implement five TDM strategies as required by the City’s Travel Demand Management Policy. CSG RESPONSE – Noted. Traffic study and transportation review memo recommendations will be implemented, meeting the requirements of the city’s travel demand management policy. 14. Driveway Entrance permit required for entrance reconstruction. CSG RESPONSE – Driveway entrance permit to be obtained by the contractor. Note added to sheet C2.0 under city of Edina site specific notes. 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. Page 459 of 1042 www.CivilSiteGroup.com 5000 Glenwood Ave • Golden Valley • Minnesota • 55422 (612) 615-0060 CSG RESPONSE – The referenced details have been added to the plans on sheet C5.1. Note added to sheet C2.0 under City of Edina Site Specific Notes. Sanitary & Water Utilities: 16. Verify fire demand and hydrant locations. CSG RESPONSE – Fire demand to be verified by mechanical. Civil will update sizes accordingly. Hydrant locations have been verified with the Fire Marshall. Additional hydrant coverage exhibit included as a separate document for easy review. 17. Domestic water shall be sized by the developer’s engineer. CSG RESPONSE – Noted. Mechanical to size domestic water service. Civil will update sizes accordingly. 18. Domestic sanitary shall be sized by the developer’s engineer. CSG RESPONSE – Noted. Mechanical to size domestic sanitary service. Civil will update sizes accordingly. 19. Coordinate utility disconnection limits with public works. CSG RESPONSE – Note added to sheet C1.0 and C4.0 under City specific notes sections. 20. Apply for a sewer and water connection permit with Public Works. CSG RESPONSE – Note added to sheet C4.0 under City of Edina Utility notes. 20.1 Meter required for building service line and combined lines. No meter required for fire only service line. CSG RESPONSE – Note added to Sheet C4.0 City of Edina Utility notes. 20.2 Public Works to determine acceptable installation methods. CSG RESPONSE – Note added to Sheet C4.0 City of Edina Utility notes. 21. Disconnected sanitary and water services to be capped at main. CSG RESPONSE – Note added to Sheet C4.0 City of Edina Utility notes. 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. CSG RESPONSE – Contractor will obtain the SAC determination. 23. Single connection from main for fire and domestic, split after main connection. CSG RESPONSE – Utility plan updated with a split after main connection for separate fire and domestic water services entering the building. Page 460 of 1042 www.CivilSiteGroup.com 5000 Glenwood Ave • Golden Valley • Minnesota • 55422 (612) 615-0060 24. Watermain installed in 1955. 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 contractor per MN Rules, Chapter 4725. CSG RESPONSE – Note added to sheet C1.0 under City of Edina Removal Notes. Storm Water Utility: 25. Provide Geotechnical report with soil borings. CSG RESPONSE – The Geotechnical report is included in the appendix of the Stormwater Report 26. Provide hydraulic and hydrologic report meeting watershed and state construction site permit requirements. CSG RESPONSE – Stormwater report included with this submission. 27. Submit watershed district permit and copies of private maintenance agreement in favor of watershed. CSG RESPONSE – Watershed permit is in process. O&M agreement will be submitted to the city for their records once it has been executed. Grading Erosion & Sediment Control: 28. A SWPPP consistent with the State General Construction Site Stormwater Permit is required. CSG RESPONSE – SWPPP sheets are included (SW1.0-SW1.3) with this submission. Constructability & Safety: 29. Construction staging, contractor parking, traffic control, and pedestrian access plans will be required. CSG RESPONSE – Noted. These are to be supplied to the city by the contractor. Note added to sheet C2.0 under city of Edina site specific notes. 30. Retaining walls over 4-ft in height require design by a structural engineer. CSG RESPONSE – Noted. All retaining walls on site will be less than 4-ft in height. 31. Landscaping within the right-of-way is to be maintained by the owner. CSG RESPONSE – Noted. 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 Page 461 of 1042 www.CivilSiteGroup.com 5000 Glenwood Ave • Golden Valley • Minnesota • 55422 (612) 615-0060 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 CSG RESPONSE – Discussed with city. Tentative location is cold storage facility near 494 & 169. Note added to sheet C1.0 under city of Edina removal notes. 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 CSG RESPONSE – Design team has submitted the sustainable buildings questionnaire. Other Agency Coordination: 34. MDH, MPCA and MCES permits required as needed. CSG RESPONSE – Noted. MDH permit is not anticipated to be needed. MPCA permit will be obtained by the contractor. MCES permit will be obtained by Mechanical / contractor if it is needed. 35. Minnehaha Creek Watershed District permit is required. CSG RESPONSE – Noted. Watershed permit is in process and will be sent to the city when received. 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. CSG RESPONSE – Coordinated with city. Future discussion with City & MnDOT. The removal and/or replacement of the pork-chop will be coordinated as well. End of Comment Memo Page 462 of 1042 5,983 SFOFFICE / COMMERCIALDROP-OFF29,211 SFPARKINGTERRACE4,938 SFLOBBYUP TOLEVEL1.5DOWN TOLEVEL P1SERVICEENTRANCE191 SFFIRE PUMP393 SFELECGARAGEEXHAUST275 SFBIKE416 SFTRASH300'300'3 0 0 '55'150'150'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 APPLICATION04/10/2025EARTHWORK BID SET04/30/2025CITY SUBMITTALPROJECT 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.04/30/2025ARCADIA 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 612-615-0060OWNERREVISION SUMMARYDATEDESCRIPTIONEX1EXHIBITKnow what'sbelow.before you dig.CallR01" = 30'-0"30'-0"15'-0"N1HYDRANT COVERAGE EXHIBIT - 300' RADIINTSEXISTINGHYDRANTEXISTINGHYDRANTPROPOSEDHYDRANTFDCMAIN ENTRANCEBUILDING PERIMETERWITHIN 150' OF A ROADWAYW/ FIRE TRUCK ACCESSPage 463 of 1042 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: 04/30/2025 Page 464 of 1042 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 Figure 4 – Storm Sewer Sizing Map Appendices: • HydroCAD Existing Conditions HydroCAD Modeling Proposed Conditions HydroCAD Modeling • Storm Sewer Sizing Spreadsheet • Geotechnical Report Page 465 of 1042 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 4/30/2025 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 2072 98 2248 80 4320 89 EX OFFSITE 2 3744 98 6578 80 10322 87 EX OFFSITE 3 0 98 247 80 247 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 March 6th, 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 21959 98 333 80 22292 98 PR1B 1886 98 2658 80 4544 87 PR2A 23035 98 1183 80 24218 97 PR2B 1886 98 3106 80 4992 87 PR3 382 98 2974 80 3356 82 PR OFFSITE 1A 1 98 227 80 228 80 PR OFFSITE 1B 1949 98 1424 80 3373 90 PR OFFSITE 2A 183 98 373 80 556 86 PR OFFSITE 2B 4096 98 5239 80 9335 88 PR OFFSITE 3 45 98 1352 80 1397 81 Pervious Area Total Area Proposed Conditions Drainage Area Impervious Area Page 466 of 1042 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 – Peak runoff rate may not exceed existing conditions for design storm events (1, 2, 10 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 regulated 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 1P) will discharge into the existing city stormwater facilities along Arcadia Ave. The east basin (Basin 2P) will discharge into the existing city stormwater facilities along Eden Ave. These underground stormwater basins have been designed to provide for the volume and rate control requirements of the MCWD. Page 467 of 1042 Civil Site Group, PC • 5000 Glenwood Avenue • Golden Valley • Minnesota • 55422 www.CivilSiteGroup.com • (612) 615-0060 3.2 Rate Control Peak runoff rate may not exceed existing conditions, in aggregate, 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. Overall Stormwater Rate Summary 1-Year Event 4.89 1.20 2-Year Event 5.76 2.19 10-Year Event 9.14 8.69 100-Year Event 16.91 16.10 Proposed Conditions Rate (cfs) Existing Conditions Rate (cfs) Stormwater Rate Summary - Arcadia Ave 1-Year Event 2.10 0.40 2-Year Event 2.47 0.78 10-Year Event 3.93 3.70 100-Year Event 7.27 7.16 Proposed Conditions Rate (cfs) Existing Conditions Rate (cfs) Stormwater Rate Summary - Eden Ave 1-Year Event 2.74 0.69 2-Year Event 3.21 1.25 10-Year Event 5.04 4.72 100-Year Event 9.25 8.58 Existing Conditions Rate (cfs) Proposed Conditions Rate (cfs) Stormwater Rate Summary - Hwy 100 1-Year Event 0.09 0.14 2-Year Event 0.12 0.18 10-Year Event 0.24 0.34 100-Year Event 0.54 0.74 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. Page 468 of 1042 Civil Site Group, PC • 5000 Glenwood Avenue • Golden Valley • Minnesota • 55422 www.CivilSiteGroup.com • (612) 615-0060 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. Although there is a small absolute increase in the discharge which flows to HWY 100, the decrease in discharge to Arcadia and Eden Ave more than compensate for this increase given that the entire site ultimately discharges to Hwy 100. The overall discharge rates from the proposed site will be less than the existing discharge rates in all storm events modeled. 3.3 Water Quality Water quality requirements, including phosphorus control, are met by abstraction within the infiltration basins of 1.0 inches over the entire site’s impervious area. The required abstraction volume is provided within basins 1 & 2 for both onsite and offsite impervious area. The calculations are included in section 3.4 of this report. The project site slopes to the SW 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 untreated. 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 49148 44994 4154 8.45% Offsite disturbed 6274 184 6090 97.07% Total Disturbed Impervious 55422 45178 10244 18.48% Total New / Reconstructed (SF) Total Routed to Basins 1 & 2 (SF) Total Routed Offsite Untreated (SF) Total Routed 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, Safl Bafl’s or solid pipe sections with drawdown risers. The calculations are shown below: Page 469 of 1042 Civil Site Group, PC • 5000 Glenwood Avenue • Golden Valley • Minnesota • 55422 www.CivilSiteGroup.com • (612) 615-0060 Stormwater Water Quality and Volume Summary New Impv. Area (sf)Required Volume (cf) PR1A 21959 1830 PR1B 1886 157 PR2A 23035 1920 PR2B 1886 157 PR3 382 32 OFFSITE IMP AREA*6274 523 TOTAL 55422 4619 Inf. Area (sf)Assoc. Inf. Height (ft)Drawdown Time (h) Infiltration Basin 1 2325 1023 2.27 34.10 Infiltration Basin 2 2940 1122 2.62 39.30 Total Provided*5265 *Total Provided volume is the storage volume below the outlet elevations Required Infiltration Vol. Summary Infiltration Volume = 1.0"*Dist. Impv. Area Drainage Area *Total Offsite Impervious Surfaces within the project disturbance limits Proposed BMP Area Provided Vol (cf)Drawdown Time Calculations (0.8"/Hour) 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 drawdown calculations consider the total storage volume provided below the outlet elevation (volume available to be infiltrated) and divides it by the system footprint (area available for infiltration). This results in an associated infiltration height which can be used to determine the drawdown time. The provided volume is calculated within HydroCAD and takes into account the stone storage with an assumed void volume of 40%. Example calculation below for Infiltration Basin 1: Volume below outlet / Footprint = Associated Infiltration Height Associated Infiltration Height * 12 inches per foot / Infiltration Rate per hour = Drawdown time in hours 2325 [ft3] / 1023 [ft2] = 2.27 [ft] 2.27 [ft] * 12 [in/ft] / 0.8 [in/hr] = 34.10 hours 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 0.261 0.127 -51.34% 2-Year Event 0.309 0.174 -43.69% 10-Year Event 0.498 0.360 -27.71% 100-Year Event 0.939 0.800 -14.80% 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 5,265 CF is larger than the required volume of 4,619 CF – REQUIREMENT SATISFIED Page 470 of 1042 Civil Site Group, PC • 5000 Glenwood Avenue • Golden Valley • Minnesota • 55422 www.CivilSiteGroup.com • (612) 615-0060 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 927.39 & 928.91 respectively. This information was obtained using HydroCAD stormwater modeling software. More than 2 feet of separation is provided between the 100-Yr HWL and the low opening of the structure. 4.0 Conclusions: To the best of our knowledge, this project meets all State, City, and Watershed stormwater management requirements. Page 471 of 1042 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 80 EX OFFSITE 1 2072 98 2248 80 4320 89 EX OFFSITE 2 3744 98 6578 80 10322 87 EX OFFSITE 3 0 98 247 80 247 80 Area [SF]CN Value Area [SF]CN Value Area [SF]CN Value PR1A 21959 98 333 80 22292 98 PR1B 1886 98 2658 80 4544 87 PR2A 23035 98 1183 80 24218 97 PR2B 1886 98 3106 80 4992 87 PR3 382 98 2974 80 3356 82 PR OFFSITE 1A 1 98 227 80 228 80 PR OFFSITE 1B 1949 98 1424 80 3373 90 PR OFFSITE 2A 183 98 373 80 556 86 PR OFFSITE 2B 4096 98 5239 80 9335 88 PR OFFSITE 3 45 98 1352 80 1397 81 Impervious [SF]Impervious [AC]Pervious [SF]Pervious [AC]Total [SF]Total [AC] Existing Site 45793 1.05 13609 0.31 59402 1.36 Existing Offsite 5816 0.13 9073 0.21 14889 0.34 Proposed Site 49148 1.13 10254 0.24 59402 1.36 Proposed Offsite 6274 0.14 8615 0.20 14889 0.34 1-YR [2.49'']2-YR [2.86"]10-YR [4.28"]100-YR [7.49"] EX1 1.91 2.24 3.53 6.50 EX2 2.32 2.70 4.15 7.45 EX3 0.08 0.11 0.22 0.50 EX OFFSITE 1 0.22 0.26 0.44 0.86 EX OFFSITE 2 0.47 0.58 1.00 2.00 EX OFFSITE 3 0.01 0.01 0.02 0.04 TOTAL (REACH)4.89 5.76 9.14 16.91 1-YR [2.49'']2-YR [2.86"]10-YR [4.28"]100-YR [7.49"] PR1A 1.86 2.14 3.24 5.71 PR1B 0.22 0.26 0.45 0.89 PR2A 1.98 2.29 3.48 6.17 PR2B 0.23 0.28 0.49 0.97 PR3 0.10 0.13 0.24 0.52 PR OFFSITE 1A 0.01 0.01 0.02 0.03 PR OFFSITE 1B 0.18 0.22 0.36 0.68 PR OFFSITE 2A 0.02 0.03 0.05 0.11 PR OFFSITE 2B 0.46 0.55 0.94 1.84 PR OFFSITE 3 0.04 0.05 0.10 0.21 Basin 1 0.21 0.53 2.90 5.73 Basin 2 0.26 0.72 3.33 5.72 TOTAL (Total Site)1.20 2.19 8.69 16.10 Overall Stormwater Rate Summary 1-Year Event 4.89 1.20 2-Year Event 5.76 2.19 10-Year Event 9.14 8.69 100-Year Event 16.91 16.10 Stormwater Rate Summary - Arcadia Ave 1-Year Event 2.10 0.40 2-Year Event 2.47 0.78 10-Year Event 3.93 3.70 100-Year Event 7.27 7.16 Stormwater Rate Summary - Eden Ave 1-Year Event 2.74 0.69 2-Year Event 3.21 1.25 10-Year Event 5.04 4.72 100-Year Event 9.25 8.58 Stormwater Rate Summary - Hwy 100 1-Year Event 0.09 0.14 2-Year Event 0.12 0.18 10-Year Event 0.24 0.34 100-Year Event 0.54 0.74 Stormwater Water Quality and Volume Summary New Impv. Area (sf)Required Volume (cf) PR1A 21959 1830 PR1B 1886 157 PR2A 23035 1920 PR2B 1886 157 PR3 382 32 OFFSITE IMP AREA*6274 523 TOTAL 55422 4619 Inf. Area (sf)Assoc. Inf. Height (ft)Drawdown Time (h) Infiltration Basin 1 2325 1023 2.27 34.10 Infiltration Basin 2 2940 1122 2.62 39.30 Total Provided*5265 *Total Provided volume is the storage volume below the outlet elevations Stormwater Volume Summary - Overall 1-Year Event 0.261 0.127 -51.34% 2-Year Event 0.309 0.174 -43.69% 10-Year Event 0.498 0.360 -27.71% 100-Year Event 0.939 0.800 -14.80% Stormwater Impervious surface runoff Calculations Onsite disturbed 49148 44994 4154 8.45% Offsite disturbed 6274 184 6090 97.07% Total Disturbed Impervious 55422 45178 10244 18.48% *Total Offsite Impervious Surfaces within the project disturbance limits 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) Arcadia Pervious Area Total Area Existing Conditions Proposed Conditions Drainage Area Impervious Area Total AreaImpervious AreaDrainage Area Pervious Area Existing Conditions Rate (cfs) Required Infiltration Vol. Summary Proposed Conditions Rate (cfs) Site Area Summary Stormwater Rate Summary Drainage Area Existing Conditions Rate (cfs) Infiltration Volume = 1.0"*Dist. Impv. Area Drainage Area 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) Total New / Reconstructed (SF) Total Routed to Basins 1 & 2 (SF) Total Routed Offsite Untreated (SF) Total Routed Offsite Untreated (%) Page 472 of 1042 EXIST CB (ST-168)EXIST CB (ST-116)EXIST CB (ST-100)EXIST STMHEXIST 42'' RCPEXIST 66'' RCPEXIST 60'' RCPEX 2EX IMPV = 26,119 SFEX PERV = 3,479 SFTOTAL = 29,598 SFDRAINS TO EDENAVEEX 3EX IMPV = 0 SFEX PERV = 3,297 SFTOTAL = 3,297 SFDRAINS TO HWY100EX OFF 2EX IMPV = 3,744 SFEX PERV = 6,578 SFTOTAL = 10,322 SFDRAINS TO EDEN AVEEX OFF 1EX IMPV = 2,072 SFEX PERV = 2,248 SFTOTAL = 4,320 SFDRAINS TOARCADIA AVEEX OFF 3EX IMPV = 0 SFEX PERV = 247 SFTOTAL = 247 SFDRAINS TO HWY 100EX 1EX IMPV = 19,674 SFEX PERV = 6,833 SFTOTAL = 26,507 SFDRAINS TOARCADIA AVEProject 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 112025-04-3001" = 40'-0"40'-0"20'-0"NPage 473 of 1042 5,970 SFOFFICE / COMMERCIALDROP-OFF29,200 SFPARKINGTERRACE4,956 SFLOBBYUP TOLEVEL1.5DOWN TOLEVEL P1SERVICEENTRANCE584 SFSERVICEGARAGEEXHAUST279 SFBIKE416 SFTRASHEXIST CB (ST-168)EXIST CB (ST-116)PR1APR IMPV = 21,959 SFPR PERV = 333 SFTOTAL = 22,292 SFDRAINS TO BASIN 1THEN TOARCADIA AVEPR OFF 2APR IMPV = 183 SFPR PERV = 373 SFTOTAL = 556 SFDRAINS TO BASIN 2THEN TO EDEN AVEPR 3PR IMPV = 382 SFPR PERV = 2,974 SFTOTAL = 3,356 SFDRAINS TO HWY 100PR OFF 1APR IMPV = 1 SFPR PERV = 227 SFTOTAL = 228 SFDRAINS TO BASIN 1THEN TO ARCADIA AVEPR 1BPR IMPV = 1,886 SFPR PERV = 2,658 SFTOTAL = 4,544 SFDRAINS TO ARCADIA AVEPR 2APR IMPV = 23,035 SFPR PERV = 1,183 SFTOTAL = 24,218 SFDRAINS TO BASIN 2THEN TO EDEN AVEEXIST CB (ST-100)EXIST STMHEXIST 42'' RCPEXIST 66'' RCPEXIST 60'' RCPPR 2BPR IMPV = 1,886 SFPR PERV = 3,106 SFTOTAL = 4,992 SFDRAINS TO EDEN AVEPR OFF 1BPR IMPV = 1,949 SFPR PERV = 1,424 SFTOTAL = 3,373 SFDRAINS TOARCADIA AVEPR OFF 2BPR IMPV = 4,096 SFPR PERV = 5,239 SFTOTAL = 9,335 SFDRAINS TO EDEN AVEPR OFF 3PR IMPV = 45 SFPR PERV = 1,352 SFTOTAL = 1,397 SFDRAINS TO HWY 100Project 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 212025/04/3001" = 40'-0"40'-0"20'-0"NPage 474 of 1042 5,970 SFOFFICE / COMMERCIALDROP-OFF29,200 SFPARKINGTERRACE4,956 SFLOBBYUP TOLEVEL1.5DOWN TOLEVEL P1SERVICEENTRANCE584 SFSERVICEGARAGEEXHAUST279 SFBIKE416 SFTRASHEXIST CB (ST-168)EXIST CB (ST-116)EXIST CB (ST-100)EXIST STMHEXIST 42'' RCPEXIST 66'' RCPEXIST 60'' RCPDA (ROOF EAST)18,292 SFDA 21,556 SFDA 34,913 SFDA (ROOFWEST)21,338 SFProject Number:Issue Date:Revision Number:Revision Date:5000 Glenwood AvenueGolden Valley, MN 55422612-615-0060www.CivilSiteGroup.comARCADIA2461402/24/20255115 EDEN AVE, EDINA MN 55436STORM SEWER SIZING MAPDA 3-2025-04-3001" = 40'-0"40'-0"20'-0"NPage 475 of 1042 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 to Arcadia EX OFF 2 EX OFF 2 - Drains to Eden Ave EX OFF 3 EX OFF 3 - Drains to Hwy 100 R1 Arcadia Ave R2 Eden Ave R3 Hwy 100 Total Total Site Area Routing Diagram for 24614 EXISTING Prepared by Civil Site Group, Printed 4/30/2025 HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Subcat Reach Pond Link Page 476 of 1042 24614 EXISTING Printed 4/30/2025Prepared by Civil Site Group Page 2HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Rainfall Events Listing 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 5 WQ- Event (1'') MSE 24-hr 3 Default 24.00 1 1.00 2 Page 477 of 1042 24614 EXISTING Printed 4/30/2025Prepared 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) 0.521 80 >75% Grass cover, Good, HSG D (EX 1, EX 2, EX 3, EX OFF 1, EX OFF 2, EX OFF 3) 1.185 98 Paved parking, HSG D (EX 1, EX 2, EX OFF 1, EX OFF 2) 1.705 93 TOTAL AREA Page 478 of 1042 24614 EXISTING Printed 4/30/2025Prepared 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 1.705 HSG D EX 1, EX 2, EX 3, EX OFF 1, EX OFF 2, EX OFF 3 0.000 Other 1.705 TOTAL AREA Page 479 of 1042 24614 EXISTING Printed 4/30/2025Prepared 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 0.521 0.000 0.521 >75% Grass cover, Good EX 1, EX 2, EX 3, EX OFF 1, EX OFF 2, EX OFF 30.000 0.000 0.000 1.185 0.000 1.185 Paved parking EX 1, EX 2, EX OFF 1, EX OFF 2 0.000 0.000 0.000 1.705 0.000 1.705 TOTAL AREA Page 480 of 1042 MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49"24614 EXISTING Printed 4/30/2025Prepared 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=4,320 sf 47.96% Impervious Runoff Depth=1.54"Subcatchment EX OFF 1: EX OFF 1 - Drains Tc=10.0 min CN=WQ Runoff=0.22 cfs 0.013 af Runoff Area=10,322 sf 36.27% Impervious Runoff Depth=1.38"Subcatchment EX OFF 2: EX OFF 2 - Tc=10.0 min CN=WQ Runoff=0.47 cfs 0.027 af Runoff Area=247 sf 0.00% Impervious Runoff Depth=0.88"Subcatchment EX OFF 3: EX OFF 3 - Drains to Tc=15.0 min CN=WQ Runoff=0.01 cfs 0.000 af Inflow=2.10 cfs 0.109 afReach R1: Arcadia Ave Outflow=2.10 cfs 0.109 af Inflow=2.74 cfs 0.146 afReach R2: Eden Ave Outflow=2.74 cfs 0.146 af Inflow=0.09 cfs 0.006 afReach R3: Hwy 100 Outflow=0.09 cfs 0.006 af Inflow=4.89 cfs 0.261 afReach Total: Total Site Area Outflow=4.89 cfs 0.261 af Total Runoff Area = 1.705 ac Runoff Volume = 0.261 af Average Runoff Depth = 1.84" 30.53% Pervious = 0.521 ac 69.47% Impervious = 1.185 ac Page 481 of 1042 MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49"24614 EXISTING Printed 4/30/2025Prepared 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 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 482 of 1042 MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49"24614 EXISTING Printed 4/30/2025Prepared 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 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 483 of 1042 MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49"24614 EXISTING Printed 4/30/2025Prepared 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 484 of 1042 MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49"24614 EXISTING Printed 4/30/2025Prepared 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 to Arcadia Runoff = 0.22 cfs @ 12.17 hrs, Volume= 0.013 af, Depth= 1.54" Routed to Reach R1 : Arcadia Ave 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 2,072 98 Paved parking, HSG D 2,248 80 >75% Grass cover, Good, HSG D 4,320 Weighted Average 2,248 52.04% Pervious Area 2,072 47.96% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment EX OFF 1: EX OFF 1 - Drains to Arcadia Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)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 1y 24hr AT-14 Rainfall=2.49" Runoff Area=4,320 sf Runoff Volume=0.013 af Runoff Depth=1.54" Tc=10.0 min CN=WQ 0.22 cfs Page 485 of 1042 MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49"24614 EXISTING Printed 4/30/2025Prepared 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 to Eden Ave Runoff = 0.47 cfs @ 12.18 hrs, Volume= 0.027 af, Depth= 1.38" Routed to Reach R2 : Eden Ave 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 3,744 98 Paved parking, HSG D 6,578 80 >75% Grass cover, Good, HSG D 10,322 Weighted Average 6,578 63.73% Pervious Area 3,744 36.27% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment EX OFF 2: EX OFF 2 - Drains to Eden Ave Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)0.52 0.5 0.48 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 1y 24hr AT-14 Rainfall=2.49" Runoff Area=10,322 sf Runoff Volume=0.027 af Runoff Depth=1.38" Tc=10.0 min CN=WQ 0.47 cfs Page 486 of 1042 MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49"24614 EXISTING Printed 4/30/2025Prepared by Civil Site Group Page 12HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment EX OFF 3: EX OFF 3 - Drains to Hwy 100 Runoff = 0.01 cfs @ 12.25 hrs, Volume= 0.000 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 247 80 >75% Grass cover, Good, HSG D 247 Weighted Average 247 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.0 Direct Entry, Subcatchment EX OFF 3: EX OFF 3 - Drains to Hwy 100 Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)0.007 0.007 0.006 0.005 0.005 0.004 0.004 0.003 0.003 0.002 0.002 0.001 0.001 0.0000 MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49" Runoff Area=247 sf Runoff Volume=0.000 af Runoff Depth=0.88" Tc=15.0 min CN=WQ 0.01 cfs Page 487 of 1042 MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49"24614 EXISTING Printed 4/30/2025Prepared by Civil Site Group Page 13HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Reach R1: Arcadia Ave [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 0.708 ac, 70.54% Impervious, Inflow Depth = 1.85" for 1y 24hr AT-14 event Inflow = 2.10 cfs @ 12.13 hrs, Volume= 0.109 af Outflow = 2.10 cfs @ 12.13 hrs, Volume= 0.109 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 Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)210Inflow Area=0.708 ac 2.10 cfs 2.10 cfs Page 488 of 1042 MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49"24614 EXISTING Printed 4/30/2025Prepared by Civil Site Group Page 14HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Reach R2: Eden Ave [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 0.916 ac, 74.81% Impervious, Inflow Depth = 1.91" for 1y 24hr AT-14 event Inflow = 2.74 cfs @ 12.13 hrs, Volume= 0.146 af Outflow = 2.74 cfs @ 12.13 hrs, Volume= 0.146 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 Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)3210Inflow Area=0.916 ac 2.74 cfs 2.74 cfs Page 489 of 1042 MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49"24614 EXISTING Printed 4/30/2025Prepared by Civil Site Group Page 15HydroCAD® 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 = 0.081 ac, 0.00% Impervious, Inflow Depth = 0.88" for 1y 24hr AT-14 event Inflow = 0.09 cfs @ 12.25 hrs, Volume= 0.006 af Outflow = 0.09 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)0.1 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=0.081 ac 0.09 cfs 0.09 cfs Page 490 of 1042 MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49"24614 EXISTING Printed 4/30/2025Prepared by Civil Site Group Page 16HydroCAD® 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 = 1.705 ac, 69.47% Impervious, Inflow Depth = 1.84" for 1y 24hr AT-14 event Inflow = 4.89 cfs @ 12.13 hrs, Volume= 0.261 af Outflow = 4.89 cfs @ 12.13 hrs, Volume= 0.261 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=1.705 ac 4.89 cfs 4.89 cfs Page 491 of 1042 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"24614 EXISTING Printed 4/30/2025Prepared by Civil Site Group Page 17HydroCAD® 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=4,320 sf 47.96% Impervious Runoff Depth=1.86"Subcatchment EX OFF 1: EX OFF 1 - Drains Tc=10.0 min CN=WQ Runoff=0.26 cfs 0.015 af Runoff Area=10,322 sf 36.27% Impervious Runoff Depth=1.68"Subcatchment EX OFF 2: EX OFF 2 - Tc=10.0 min CN=WQ Runoff=0.58 cfs 0.033 af Runoff Area=247 sf 0.00% Impervious Runoff Depth=1.15"Subcatchment EX OFF 3: EX OFF 3 - Drains to Tc=15.0 min CN=WQ Runoff=0.01 cfs 0.001 af Inflow=2.47 cfs 0.129 afReach R1: Arcadia Ave Outflow=2.47 cfs 0.129 af Inflow=3.21 cfs 0.172 afReach R2: Eden Ave Outflow=3.21 cfs 0.172 af Inflow=0.12 cfs 0.008 afReach R3: Hwy 100 Outflow=0.12 cfs 0.008 af Inflow=5.76 cfs 0.309 afReach Total: Total Site Area Outflow=5.76 cfs 0.309 af Total Runoff Area = 1.705 ac Runoff Volume = 0.309 af Average Runoff Depth = 2.18" 30.53% Pervious = 0.521 ac 69.47% Impervious = 1.185 ac Page 492 of 1042 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"24614 EXISTING Printed 4/30/2025Prepared by Civil Site Group Page 18HydroCAD® 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 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 493 of 1042 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"24614 EXISTING Printed 4/30/2025Prepared by Civil Site Group Page 19HydroCAD® 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 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 494 of 1042 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"24614 EXISTING Printed 4/30/2025Prepared by Civil Site Group Page 20HydroCAD® 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 495 of 1042 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"24614 EXISTING Printed 4/30/2025Prepared by Civil Site Group Page 21HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment EX OFF 1: EX OFF 1 - Drains to Arcadia Runoff = 0.26 cfs @ 12.17 hrs, Volume= 0.015 af, Depth= 1.86" Routed to Reach R1 : Arcadia Ave 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 2,072 98 Paved parking, HSG D 2,248 80 >75% Grass cover, Good, HSG D 4,320 Weighted Average 2,248 52.04% Pervious Area 2,072 47.96% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment EX OFF 1: EX OFF 1 - Drains to Arcadia Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)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 2y 24hr AT-14 Rainfall=2.86" Runoff Area=4,320 sf Runoff Volume=0.015 af Runoff Depth=1.86" Tc=10.0 min CN=WQ 0.26 cfs Page 496 of 1042 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"24614 EXISTING Printed 4/30/2025Prepared by Civil Site Group Page 22HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment EX OFF 2: EX OFF 2 - Drains to Eden Ave Runoff = 0.58 cfs @ 12.18 hrs, Volume= 0.033 af, Depth= 1.68" Routed to Reach R2 : Eden Ave 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 3,744 98 Paved parking, HSG D 6,578 80 >75% Grass cover, Good, HSG D 10,322 Weighted Average 6,578 63.73% Pervious Area 3,744 36.27% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment EX OFF 2: EX OFF 2 - Drains to Eden Ave Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)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=10,322 sf Runoff Volume=0.033 af Runoff Depth=1.68" Tc=10.0 min CN=WQ 0.58 cfs Page 497 of 1042 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"24614 EXISTING Printed 4/30/2025Prepared by Civil Site Group Page 23HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment EX OFF 3: EX OFF 3 - Drains to Hwy 100 Runoff = 0.01 cfs @ 12.24 hrs, Volume= 0.001 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 247 80 >75% Grass cover, Good, HSG D 247 Weighted Average 247 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.0 Direct Entry, Subcatchment EX OFF 3: EX OFF 3 - Drains to Hwy 100 Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)0.009 0.009 0.008 0.007 0.007 0.006 0.006 0.005 0.005 0.004 0.004 0.003 0.003 0.002 0.002 0.001 0.001 0.0000 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86" Runoff Area=247 sf Runoff Volume=0.001 af Runoff Depth=1.15" Tc=15.0 min CN=WQ 0.01 cfs Page 498 of 1042 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"24614 EXISTING Printed 4/30/2025Prepared by Civil Site Group Page 24HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Reach R1: Arcadia Ave [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 0.708 ac, 70.54% Impervious, Inflow Depth = 2.19" for 2y 24hr AT-14 event Inflow = 2.47 cfs @ 12.13 hrs, Volume= 0.129 af Outflow = 2.47 cfs @ 12.13 hrs, Volume= 0.129 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 Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)210Inflow Area=0.708 ac 2.47 cfs 2.47 cfs Page 499 of 1042 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"24614 EXISTING Printed 4/30/2025Prepared by Civil Site Group Page 25HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Reach R2: Eden Ave [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 0.916 ac, 74.81% Impervious, Inflow Depth = 2.26" for 2y 24hr AT-14 event Inflow = 3.21 cfs @ 12.13 hrs, Volume= 0.172 af Outflow = 3.21 cfs @ 12.13 hrs, Volume= 0.172 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 Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)3210Inflow Area=0.916 ac 3.21 cfs 3.21 cfs Page 500 of 1042 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"24614 EXISTING Printed 4/30/2025Prepared by Civil Site Group Page 26HydroCAD® 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 = 0.081 ac, 0.00% Impervious, Inflow Depth = 1.15" for 2y 24hr AT-14 event Inflow = 0.12 cfs @ 12.24 hrs, Volume= 0.008 af Outflow = 0.12 cfs @ 12.24 hrs, Volume= 0.008 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)0.13 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=0.081 ac 0.12 cfs 0.12 cfs Page 501 of 1042 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"24614 EXISTING Printed 4/30/2025Prepared by Civil Site Group Page 27HydroCAD® 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 = 1.705 ac, 69.47% Impervious, Inflow Depth = 2.18" for 2y 24hr AT-14 event Inflow = 5.76 cfs @ 12.13 hrs, Volume= 0.309 af Outflow = 5.76 cfs @ 12.13 hrs, Volume= 0.309 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)6543210Inflow Area=1.705 ac 5.76 cfs 5.76 cfs Page 502 of 1042 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28"24614 EXISTING Printed 4/30/2025Prepared by Civil Site Group Page 28HydroCAD® 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=4,320 sf 47.96% Impervious Runoff Depth=3.12"Subcatchment EX OFF 1: EX OFF 1 - Drains Tc=10.0 min CN=WQ Runoff=0.44 cfs 0.026 af Runoff Area=10,322 sf 36.27% Impervious Runoff Depth=2.92"Subcatchment EX OFF 2: EX OFF 2 - Tc=10.0 min CN=WQ Runoff=1.00 cfs 0.058 af Runoff Area=247 sf 0.00% Impervious Runoff Depth=2.28"Subcatchment EX OFF 3: EX OFF 3 - Drains to Tc=15.0 min CN=WQ Runoff=0.02 cfs 0.001 af Inflow=3.93 cfs 0.208 afReach R1: Arcadia Ave Outflow=3.93 cfs 0.208 af Inflow=5.04 cfs 0.275 afReach R2: Eden Ave Outflow=5.04 cfs 0.275 af Inflow=0.24 cfs 0.015 afReach R3: Hwy 100 Outflow=0.24 cfs 0.015 af Inflow=9.14 cfs 0.498 afReach Total: Total Site Area Outflow=9.14 cfs 0.498 af Total Runoff Area = 1.705 ac Runoff Volume = 0.498 af Average Runoff Depth = 3.50" 30.53% Pervious = 0.521 ac 69.47% Impervious = 1.185 ac Page 503 of 1042 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28"24614 EXISTING Printed 4/30/2025Prepared by Civil Site Group Page 29HydroCAD® 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 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 504 of 1042 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28"24614 EXISTING Printed 4/30/2025Prepared by Civil Site Group Page 30HydroCAD® 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 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 505 of 1042 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28"24614 EXISTING Printed 4/30/2025Prepared by Civil Site Group Page 31HydroCAD® 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 506 of 1042 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28"24614 EXISTING Printed 4/30/2025Prepared by Civil Site Group Page 32HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment EX OFF 1: EX OFF 1 - Drains to Arcadia Runoff = 0.44 cfs @ 12.17 hrs, Volume= 0.026 af, Depth= 3.12" Routed to Reach R1 : Arcadia Ave 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 2,072 98 Paved parking, HSG D 2,248 80 >75% Grass cover, Good, HSG D 4,320 Weighted Average 2,248 52.04% Pervious Area 2,072 47.96% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment EX OFF 1: EX OFF 1 - Drains to Arcadia Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)0.48 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 10y 24hr AT-14 Rainfall=4.28" Runoff Area=4,320 sf Runoff Volume=0.026 af Runoff Depth=3.12" Tc=10.0 min CN=WQ 0.44 cfs Page 507 of 1042 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28"24614 EXISTING Printed 4/30/2025Prepared by Civil Site Group Page 33HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment EX OFF 2: EX OFF 2 - Drains to Eden Ave Runoff = 1.00 cfs @ 12.17 hrs, Volume= 0.058 af, Depth= 2.92" Routed to Reach R2 : Eden Ave 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 3,744 98 Paved parking, HSG D 6,578 80 >75% Grass cover, Good, HSG D 10,322 Weighted Average 6,578 63.73% Pervious Area 3,744 36.27% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment EX OFF 2: EX OFF 2 - Drains to Eden Ave Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)10MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28" Runoff Area=10,322 sf Runoff Volume=0.058 af Runoff Depth=2.92" Tc=10.0 min CN=WQ 1.00 cfs Page 508 of 1042 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28"24614 EXISTING Printed 4/30/2025Prepared by Civil Site Group Page 34HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment EX OFF 3: EX OFF 3 - Drains to Hwy 100 Runoff = 0.02 cfs @ 12.23 hrs, Volume= 0.001 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 247 80 >75% Grass cover, Good, HSG D 247 Weighted Average 247 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.0 Direct Entry, Subcatchment EX OFF 3: EX OFF 3 - Drains to Hwy 100 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 10y 24hr AT-14 Rainfall=4.28" Runoff Area=247 sf Runoff Volume=0.001 af Runoff Depth=2.28" Tc=15.0 min CN=WQ 0.02 cfs Page 509 of 1042 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28"24614 EXISTING Printed 4/30/2025Prepared by Civil Site Group Page 35HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Reach R1: Arcadia Ave [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 0.708 ac, 70.54% Impervious, Inflow Depth = 3.52" for 10y 24hr AT-14 event Inflow = 3.93 cfs @ 12.13 hrs, Volume= 0.208 af Outflow = 3.93 cfs @ 12.13 hrs, Volume= 0.208 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 Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)43210Inflow Area=0.708 ac 3.93 cfs 3.93 cfs Page 510 of 1042 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28"24614 EXISTING Printed 4/30/2025Prepared by Civil Site Group Page 36HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Reach R2: Eden Ave [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 0.916 ac, 74.81% Impervious, Inflow Depth = 3.60" for 10y 24hr AT-14 event Inflow = 5.04 cfs @ 12.13 hrs, Volume= 0.275 af Outflow = 5.04 cfs @ 12.13 hrs, Volume= 0.275 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 Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)543210Inflow Area=0.916 ac 5.04 cfs 5.04 cfs Page 511 of 1042 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28"24614 EXISTING Printed 4/30/2025Prepared by Civil Site Group Page 37HydroCAD® 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 = 0.081 ac, 0.00% Impervious, Inflow Depth = 2.28" for 10y 24hr AT-14 event Inflow = 0.24 cfs @ 12.23 hrs, Volume= 0.015 af Outflow = 0.24 cfs @ 12.23 hrs, Volume= 0.015 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)0.26 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=0.081 ac 0.24 cfs 0.24 cfs Page 512 of 1042 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28"24614 EXISTING Printed 4/30/2025Prepared by Civil Site Group Page 38HydroCAD® 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 = 1.705 ac, 69.47% Impervious, Inflow Depth = 3.50" for 10y 24hr AT-14 event Inflow = 9.14 cfs @ 12.13 hrs, Volume= 0.498 af Outflow = 9.14 cfs @ 12.13 hrs, Volume= 0.498 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)109876543210 Inflow Area=1.705 ac 9.14 cfs 9.14 cfs Page 513 of 1042 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49"24614 EXISTING Printed 4/30/2025Prepared by Civil Site Group Page 39HydroCAD® 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=4,320 sf 47.96% Impervious Runoff Depth=6.16"Subcatchment EX OFF 1: EX OFF 1 - Drains Tc=10.0 min CN=WQ Runoff=0.86 cfs 0.051 af Runoff Area=10,322 sf 36.27% Impervious Runoff Depth=5.91"Subcatchment EX OFF 2: EX OFF 2 - Tc=10.0 min CN=WQ Runoff=2.00 cfs 0.117 af Runoff Area=247 sf 0.00% Impervious Runoff Depth=5.15"Subcatchment EX OFF 3: EX OFF 3 - Drains to Tc=15.0 min CN=WQ Runoff=0.04 cfs 0.002 af Inflow=7.27 cfs 0.391 afReach R1: Arcadia Ave Outflow=7.27 cfs 0.391 af Inflow=9.25 cfs 0.513 afReach R2: Eden Ave Outflow=9.25 cfs 0.513 af Inflow=0.54 cfs 0.035 afReach R3: Hwy 100 Outflow=0.54 cfs 0.035 af Inflow=16.91 cfs 0.939 afReach Total: Total Site Area Outflow=16.91 cfs 0.939 af Total Runoff Area = 1.705 ac Runoff Volume = 0.939 af Average Runoff Depth = 6.61" 30.53% Pervious = 0.521 ac 69.47% Impervious = 1.185 ac Page 514 of 1042 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49"24614 EXISTING Printed 4/30/2025Prepared by Civil Site Group Page 40HydroCAD® 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 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 515 of 1042 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49"24614 EXISTING Printed 4/30/2025Prepared by Civil Site Group Page 41HydroCAD® 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 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 516 of 1042 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49"24614 EXISTING Printed 4/30/2025Prepared by Civil Site Group Page 42HydroCAD® 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 517 of 1042 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49"24614 EXISTING Printed 4/30/2025Prepared by Civil Site Group Page 43HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment EX OFF 1: EX OFF 1 - Drains to Arcadia Runoff = 0.86 cfs @ 12.17 hrs, Volume= 0.051 af, Depth= 6.16" Routed to Reach R1 : Arcadia Ave 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 2,072 98 Paved parking, HSG D 2,248 80 >75% Grass cover, Good, HSG D 4,320 Weighted Average 2,248 52.04% Pervious Area 2,072 47.96% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment EX OFF 1: EX OFF 1 - Drains to Arcadia Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)0.95 0.9 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 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49" Runoff Area=4,320 sf Runoff Volume=0.051 af Runoff Depth=6.16" Tc=10.0 min CN=WQ 0.86 cfs Page 518 of 1042 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49"24614 EXISTING Printed 4/30/2025Prepared by Civil Site Group Page 44HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment EX OFF 2: EX OFF 2 - Drains to Eden Ave Runoff = 2.00 cfs @ 12.17 hrs, Volume= 0.117 af, Depth= 5.91" Routed to Reach R2 : Eden Ave 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 3,744 98 Paved parking, HSG D 6,578 80 >75% Grass cover, Good, HSG D 10,322 Weighted Average 6,578 63.73% Pervious Area 3,744 36.27% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment EX OFF 2: EX OFF 2 - Drains to Eden Ave Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)210MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49" Runoff Area=10,322 sf Runoff Volume=0.117 af Runoff Depth=5.91" Tc=10.0 min CN=WQ 2.00 cfs Page 519 of 1042 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49"24614 EXISTING Printed 4/30/2025Prepared by Civil Site Group Page 45HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment EX OFF 3: EX OFF 3 - Drains to Hwy 100 Runoff = 0.04 cfs @ 12.23 hrs, Volume= 0.002 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 247 80 >75% Grass cover, Good, HSG D 247 Weighted Average 247 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.0 Direct Entry, Subcatchment EX OFF 3: EX OFF 3 - Drains to Hwy 100 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 100y 24hr AT-14 Rainfall=7.49" Runoff Area=247 sf Runoff Volume=0.002 af Runoff Depth=5.15" Tc=15.0 min CN=WQ 0.04 cfs Page 520 of 1042 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49"24614 EXISTING Printed 4/30/2025Prepared by Civil Site Group Page 46HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Reach R1: Arcadia Ave [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 0.708 ac, 70.54% Impervious, Inflow Depth = 6.63" for 100y 24hr AT-14 event Inflow = 7.27 cfs @ 12.13 hrs, Volume= 0.391 af Outflow = 7.27 cfs @ 12.13 hrs, Volume= 0.391 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 Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)876543210Inflow Area=0.708 ac 7.27 cfs 7.27 cfs Page 521 of 1042 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49"24614 EXISTING Printed 4/30/2025Prepared by Civil Site Group Page 47HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Reach R2: Eden Ave [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 0.916 ac, 74.81% Impervious, Inflow Depth = 6.72" for 100y 24hr AT-14 event Inflow = 9.25 cfs @ 12.13 hrs, Volume= 0.513 af Outflow = 9.25 cfs @ 12.13 hrs, Volume= 0.513 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 Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)109876543210 Inflow Area=0.916 ac 9.25 cfs 9.25 cfs Page 522 of 1042 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49"24614 EXISTING Printed 4/30/2025Prepared by Civil Site Group Page 48HydroCAD® 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 = 0.081 ac, 0.00% Impervious, Inflow Depth = 5.15" for 100y 24hr AT-14 event Inflow = 0.54 cfs @ 12.23 hrs, Volume= 0.035 af Outflow = 0.54 cfs @ 12.23 hrs, Volume= 0.035 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)0.6 0.55 0.5 0.45 0.4 0.35 0.3 0.25 0.2 0.15 0.1 0.050 Inflow Area=0.081 ac 0.54 cfs 0.54 cfs Page 523 of 1042 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49"24614 EXISTING Printed 4/30/2025Prepared by Civil Site Group Page 49HydroCAD® 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 = 1.705 ac, 69.47% Impervious, Inflow Depth = 6.61" for 100y 24hr AT-14 event Inflow = 16.91 cfs @ 12.13 hrs, Volume= 0.939 af Outflow = 16.91 cfs @ 12.13 hrs, Volume= 0.939 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)18 17 16 15 14 13 12 11 109876543210 Inflow Area=1.705 ac 16.91 cfs 16.91 cfs Page 524 of 1042 MSE 24-hr 3 WQ- Event (1'') Rainfall=1.00"24614 EXISTING Printed 4/30/2025Prepared by Civil Site Group Page 50HydroCAD® 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=0.61"Subcatchment EX 1: EX 1 - Drains to Tc=6.0 min CN=WQ Runoff=0.63 cfs 0.031 af Runoff Area=29,598 sf 88.25% Impervious Runoff Depth=0.71"Subcatchment EX 2: EX 2 - Drains to Eden Tc=6.0 min CN=WQ Runoff=0.82 cfs 0.040 af Runoff Area=3,297 sf 0.00% Impervious Runoff Depth=0.08"Subcatchment EX 3: EX 3 - Drains to Hwy 100 Tc=15.0 min CN=WQ Runoff=0.00 cfs 0.001 af Runoff Area=4,320 sf 47.96% Impervious Runoff Depth=0.42"Subcatchment EX OFF 1: EX OFF 1 - Drains Tc=10.0 min CN=WQ Runoff=0.06 cfs 0.003 af Runoff Area=10,322 sf 36.27% Impervious Runoff Depth=0.34"Subcatchment EX OFF 2: EX OFF 2 - Tc=10.0 min CN=WQ Runoff=0.11 cfs 0.007 af Runoff Area=247 sf 0.00% Impervious Runoff Depth=0.08"Subcatchment EX OFF 3: EX OFF 3 - Drains to Tc=15.0 min CN=WQ Runoff=0.00 cfs 0.000 af Inflow=0.68 cfs 0.034 afReach R1: Arcadia Ave Outflow=0.68 cfs 0.034 af Inflow=0.92 cfs 0.047 afReach R2: Eden Ave Outflow=0.92 cfs 0.047 af Inflow=0.00 cfs 0.001 afReach R3: Hwy 100 Outflow=0.00 cfs 0.001 af Inflow=1.59 cfs 0.082 afReach Total: Total Site Area Outflow=1.59 cfs 0.082 af Total Runoff Area = 1.705 ac Runoff Volume = 0.082 af Average Runoff Depth = 0.57" 30.53% Pervious = 0.521 ac 69.47% Impervious = 1.185 ac Page 525 of 1042 MSE 24-hr 3 WQ- Event (1'') Rainfall=1.00"24614 EXISTING Printed 4/30/2025Prepared by Civil Site Group Page 51HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment EX 1: EX 1 - Drains to Arcadia Ave Runoff = 0.63 cfs @ 12.13 hrs, Volume= 0.031 af, Depth= 0.61" Routed to Reach R1 : Arcadia Ave 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 WQ- Event (1'') Rainfall=1.00" 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)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 WQ- Event (1'') Rainfall=1.00" Runoff Area=26,507 sf Runoff Volume=0.031 af Runoff Depth=0.61" Tc=6.0 min CN=WQ 0.63 cfs Page 526 of 1042 MSE 24-hr 3 WQ- Event (1'') Rainfall=1.00"24614 EXISTING Printed 4/30/2025Prepared by Civil Site Group Page 52HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment EX 2: EX 2 - Drains to Eden Ave Runoff = 0.82 cfs @ 12.13 hrs, Volume= 0.040 af, Depth= 0.71" Routed to Reach R2 : Eden Ave 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 WQ- Event (1'') Rainfall=1.00" 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)0.9 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 MSE 24-hr 3 WQ- Event (1'') Rainfall=1.00" Runoff Area=29,598 sf Runoff Volume=0.040 af Runoff Depth=0.71" Tc=6.0 min CN=WQ 0.82 cfs Page 527 of 1042 MSE 24-hr 3 WQ- Event (1'') Rainfall=1.00"24614 EXISTING Printed 4/30/2025Prepared by Civil Site Group Page 53HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment EX 3: EX 3 - Drains to Hwy 100 Runoff = 0.00 cfs @ 12.35 hrs, Volume= 0.001 af, Depth= 0.08" 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 WQ- Event (1'') Rainfall=1.00" 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)0.004 0.004 0.004 0.004 0.003 0.003 0.003 0.003 0.003 0.002 0.002 0.002 0.002 0.002 0.001 0.001 0.001 0.001 0.001 0.000 0.0000 MSE 24-hr 3 WQ- Event (1'') Rainfall=1.00" Runoff Area=3,297 sf Runoff Volume=0.001 af Runoff Depth=0.08" Tc=15.0 min CN=WQ 0.00 cfs Page 528 of 1042 MSE 24-hr 3 WQ- Event (1'') Rainfall=1.00"24614 EXISTING Printed 4/30/2025Prepared by Civil Site Group Page 54HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment EX OFF 1: EX OFF 1 - Drains to Arcadia Runoff = 0.06 cfs @ 12.18 hrs, Volume= 0.003 af, Depth= 0.42" Routed to Reach R1 : Arcadia Ave 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 WQ- Event (1'') Rainfall=1.00" Area (sf) CN Description 2,072 98 Paved parking, HSG D 2,248 80 >75% Grass cover, Good, HSG D 4,320 Weighted Average 2,248 52.04% Pervious Area 2,072 47.96% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment EX OFF 1: EX OFF 1 - Drains to Arcadia Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)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 WQ- Event (1'') Rainfall=1.00" Runoff Area=4,320 sf Runoff Volume=0.003 af Runoff Depth=0.42" Tc=10.0 min CN=WQ 0.06 cfs Page 529 of 1042 MSE 24-hr 3 WQ- Event (1'') Rainfall=1.00"24614 EXISTING Printed 4/30/2025Prepared by Civil Site Group Page 55HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment EX OFF 2: EX OFF 2 - Drains to Eden Ave Runoff = 0.11 cfs @ 12.18 hrs, Volume= 0.007 af, Depth= 0.34" Routed to Reach R2 : Eden Ave 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 WQ- Event (1'') Rainfall=1.00" Area (sf) CN Description 3,744 98 Paved parking, HSG D 6,578 80 >75% Grass cover, Good, HSG D 10,322 Weighted Average 6,578 63.73% Pervious Area 3,744 36.27% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment EX OFF 2: EX OFF 2 - Drains to Eden Ave Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)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 WQ- Event (1'') Rainfall=1.00" Runoff Area=10,322 sf Runoff Volume=0.007 af Runoff Depth=0.34" Tc=10.0 min CN=WQ 0.11 cfs Page 530 of 1042 MSE 24-hr 3 WQ- Event (1'') Rainfall=1.00"24614 EXISTING Printed 4/30/2025Prepared by Civil Site Group Page 56HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment EX OFF 3: EX OFF 3 - Drains to Hwy 100 Runoff = 0.00 cfs @ 12.35 hrs, Volume= 0.000 af, Depth= 0.08" 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 WQ- Event (1'') Rainfall=1.00" Area (sf) CN Description 0 98 Paved parking, HSG D 247 80 >75% Grass cover, Good, HSG D 247 Weighted Average 247 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.0 Direct Entry, Subcatchment EX OFF 3: EX OFF 3 - Drains to Hwy 100 Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00000000 MSE 24-hr 3 WQ- Event (1'') Rainfall=1.00" Runoff Area=247 sf Runoff Volume=0.000 af Runoff Depth=0.08" Tc=15.0 min CN=WQ 0.00 cfs Page 531 of 1042 MSE 24-hr 3 WQ- Event (1'') Rainfall=1.00"24614 EXISTING Printed 4/30/2025Prepared by Civil Site Group Page 57HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Reach R1: Arcadia Ave [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 0.708 ac, 70.54% Impervious, Inflow Depth = 0.58" for WQ- Event (1'') event Inflow = 0.68 cfs @ 12.13 hrs, Volume= 0.034 af Outflow = 0.68 cfs @ 12.13 hrs, Volume= 0.034 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 Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)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=0.708 ac 0.68 cfs 0.68 cfs Page 532 of 1042 MSE 24-hr 3 WQ- Event (1'') Rainfall=1.00"24614 EXISTING Printed 4/30/2025Prepared by Civil Site Group Page 58HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Reach R2: Eden Ave [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 0.916 ac, 74.81% Impervious, Inflow Depth = 0.61" for WQ- Event (1'') event Inflow = 0.92 cfs @ 12.13 hrs, Volume= 0.047 af Outflow = 0.92 cfs @ 12.13 hrs, Volume= 0.047 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 Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)10Inflow Area=0.916 ac 0.92 cfs 0.92 cfs Page 533 of 1042 MSE 24-hr 3 WQ- Event (1'') Rainfall=1.00"24614 EXISTING Printed 4/30/2025Prepared by Civil Site Group Page 59HydroCAD® 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 = 0.081 ac, 0.00% Impervious, Inflow Depth = 0.08" for WQ- Event (1'') event Inflow = 0.00 cfs @ 12.35 hrs, Volume= 0.001 af Outflow = 0.00 cfs @ 12.35 hrs, Volume= 0.001 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)0.004 0.004 0.004 0.004 0.004 0.003 0.003 0.003 0.003 0.003 0.002 0.002 0.002 0.002 0.002 0.001 0.001 0.001 0.001 0.001 0.000 0.0000 Inflow Area=0.081 ac 0.00 cfs 0.00 cfs Page 534 of 1042 MSE 24-hr 3 WQ- Event (1'') Rainfall=1.00"24614 EXISTING Printed 4/30/2025Prepared by Civil Site Group Page 60HydroCAD® 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 = 1.705 ac, 69.47% Impervious, Inflow Depth = 0.57" for WQ- Event (1'') event Inflow = 1.59 cfs @ 12.13 hrs, Volume= 0.082 af Outflow = 1.59 cfs @ 12.13 hrs, Volume= 0.082 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=1.705 ac 1.59 cfs 1.59 cfs Page 535 of 1042 PROPOSED CONDITIONS PR OFF 1A PR OFF 1A - Drains to Basin 1 then to Arcadia Ave PR OFF 1B PR OFF 1B - Drains to Arcadia Ave PR OFF 2A PR OFF 2A - Drains to Basin 2 then to Eden Ave PR OFF 2B PR OFF 2B - Drains to Eden Ave PR OFF 3 PR Off 3 - Drains to Hwy 100 PR1A PR1A - Drains to Basin 1 then to Arcadia Ave PR1B PR1B - Drains to Arcadia Ave PR2A PR2A - Drains to Basin 2 then to Eden Ave PR2B PR2B - Drains to Eden Ave PR3 PR3 - Drains to Hwy 100 R1 Arcadia Ave R2 Eden Ave 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 4/30/2025 HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Subcat Reach Pond Link Page 536 of 1042 24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 2HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Rainfall Events Listing 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 5 WQ-EVENT (1.0'') MSE 24-hr 3 Default 24.00 1 1.00 2 Page 537 of 1042 24614 PROPOSED Printed 4/30/2025Prepared 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) 0.433 80 >75% Grass cover, Good, HSG D (PR OFF 1A, PR OFF 1B, PR OFF 2A, PR OFF 2B, PR OFF 3, PR1A, PR1B, PR2A, PR2B, PR3) 1.272 98 Paved parking, HSG D (PR OFF 1A, PR OFF 1B, PR OFF 2A, PR OFF 2B, PR OFF 3, PR1A, PR1B, PR2A, PR2B, PR3) 1.705 93 TOTAL AREA Page 538 of 1042 24614 PROPOSED Printed 4/30/2025Prepared 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 1.705 HSG D PR OFF 1A, PR OFF 1B, PR OFF 2A, PR OFF 2B, PR OFF 3, PR1A, PR1B, PR2A, PR2B, PR3 0.000 Other 1.705 TOTAL AREA Page 539 of 1042 24614 PROPOSED Printed 4/30/2025Prepared 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 0.433 0.000 0.433 >75% Grass cover, Good PR OFF 1A, PR OFF 1B, PR OFF 2A, PR OFF 2B, PR OFF 3, PR1A, PR1B, PR2A, PR2B, PR3 0.000 0.000 0.000 1.272 0.000 1.272 Paved parking PR OFF 1A, PR OFF 1B, PR OFF 2A, PR OFF 2B, PR OFF 3, PR1A, PR1B, PR2A, PR2B, PR3 0.000 0.000 0.000 1.705 0.000 1.705 TOTAL AREA Page 540 of 1042 24614 PROPOSED Printed 4/30/2025Prepared 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 541 of 1042 MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49"24614 PROPOSED Printed 4/30/2025Prepared 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=228 sf 0.44% Impervious Runoff Depth=0.89"Subcatchment PR OFF 1A: PR OFF 1A - Drains Tc=15.0 min CN=WQ Runoff=0.01 cfs 0.000 af Runoff Area=3,373 sf 57.78% Impervious Runoff Depth=1.68"Subcatchment PR OFF 1B: PR OFF 1B - Tc=10.0 min CN=WQ Runoff=0.18 cfs 0.011 af Runoff Area=556 sf 32.91% Impervious Runoff Depth=1.34"Subcatchment PR OFF 2A: PR OFF 2A - Tc=10.0 min CN=WQ Runoff=0.02 cfs 0.001 af Runoff Area=9,335 sf 43.88% Impervious Runoff Depth=1.49"Subcatchment PR OFF 2B: PR OFF 2B - Tc=10.0 min CN=WQ Runoff=0.46 cfs 0.027 af Runoff Area=1,397 sf 3.22% Impervious Runoff Depth=0.93"Subcatchment PR OFF 3: PR Off 3 - Drains Tc=15.0 min CN=WQ Runoff=0.04 cfs 0.002 af Runoff Area=22,292 sf 98.51% Impervious Runoff Depth=2.24"Subcatchment PR1A: PR1A - Drains to Tc=6.0 min CN=WQ Runoff=1.86 cfs 0.096 af Runoff Area=4,544 sf 41.51% Impervious Runoff Depth=1.45"Subcatchment PR1B: PR1B - Drains to Tc=10.0 min CN=WQ Runoff=0.22 cfs 0.013 af Runoff Area=24,218 sf 95.12% Impervious Runoff Depth=2.19"Subcatchment PR2A: PR2A - Drains to Tc=6.0 min CN=WQ Runoff=1.98 cfs 0.102 af Runoff Area=4,992 sf 37.78% Impervious Runoff Depth=1.40"Subcatchment PR2B: PR2B - Drains to Tc=10.0 min CN=WQ Runoff=0.23 cfs 0.013 af Runoff Area=3,356 sf 11.38% Impervious Runoff Depth=1.04"Subcatchment PR3: PR3 - Drains to Hwy Tc=15.0 min CN=WQ Runoff=0.10 cfs 0.007 af Inflow=0.40 cfs 0.042 afReach R1: Arcadia Ave Outflow=0.40 cfs 0.042 af Inflow=0.69 cfs 0.076 afReach R2: Eden Ave Outflow=0.69 cfs 0.076 af Inflow=0.14 cfs 0.009 afReach R3: Hwy 100 Outflow=0.14 cfs 0.009 af Inflow=1.20 cfs 0.127 afReach Total: Total Site Area Outflow=1.20 cfs 0.127 af Peak Elev=925.02' Storage=2,481 cf Inflow=1.86 cfs 0.096 afPond 1P: Basin 1 - Underground Storage & Discarded=0.02 cfs 0.077 af Primary=0.21 cfs 0.019 af Secondary=0.00 cfs 0.000 af Outflow=0.23 cfs 0.096 af Peak Elev=927.58' Storage=3,084 cf Inflow=2.00 cfs 0.103 afPond 2P: Basin 2 - Underground Storage & Discarded=0.00 cfs 0.000 af Primary=0.26 cfs 0.036 af Secondary=0.00 cfs 0.000 af Outflow=0.26 cfs 0.036 af Page 542 of 1042 MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 8HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Total Runoff Area = 1.705 ac Runoff Volume = 0.272 af Average Runoff Depth = 1.91" 25.40% Pervious = 0.433 ac 74.60% Impervious = 1.272 ac Page 543 of 1042 MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 9HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment PR OFF 1A: PR OFF 1A - Drains to Basin 1 then to Arcadia Ave Runoff = 0.01 cfs @ 12.25 hrs, Volume= 0.000 af, Depth= 0.89" 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 1 98 Paved parking, HSG D 227 80 >75% Grass cover, Good, HSG D 228 Weighted Average 227 99.56% Pervious Area 1 0.44% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.0 Direct Entry, Subcatchment PR OFF 1A: PR OFF 1A - Drains to Basin 1 then to Arcadia Ave Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)0.007 0.006 0.005 0.005 0.004 0.004 0.003 0.003 0.002 0.002 0.001 0.001 0.0000 MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49" Runoff Area=228 sf Runoff Volume=0.000 af Runoff Depth=0.89" Tc=15.0 min CN=WQ 0.01 cfs Page 544 of 1042 MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 10HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment PR OFF 1B: PR OFF 1B - Drains to Arcadia Ave Runoff = 0.18 cfs @ 12.17 hrs, Volume= 0.011 af, Depth= 1.68" Routed to Reach R1 : Arcadia Ave 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 1,949 98 Paved parking, HSG D 1,424 80 >75% Grass cover, Good, HSG D 3,373 Weighted Average 1,424 42.22% Pervious Area 1,949 57.78% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment PR OFF 1B: PR OFF 1B - Drains to Arcadia Ave Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)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 1y 24hr AT-14 Rainfall=2.49" Runoff Area=3,373 sf Runoff Volume=0.011 af Runoff Depth=1.68" Tc=10.0 min CN=WQ 0.18 cfs Page 545 of 1042 MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 11HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment PR OFF 2A: PR OFF 2A - Drains to Basin 2 then to Eden Ave Runoff = 0.02 cfs @ 12.18 hrs, Volume= 0.001 af, Depth= 1.34" 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 183 98 Paved parking, HSG D 373 80 >75% Grass cover, Good, HSG D 556 Weighted Average 373 67.09% Pervious Area 183 32.91% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment PR OFF 2A: PR OFF 2A - Drains to Basin 2 then to Eden Ave Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)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=556 sf Runoff Volume=0.001 af Runoff Depth=1.34" Tc=10.0 min CN=WQ 0.02 cfs Page 546 of 1042 MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 12HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment PR OFF 2B: PR OFF 2B - Drains to Eden Ave Runoff = 0.46 cfs @ 12.17 hrs, Volume= 0.027 af, Depth= 1.49" Routed to Reach R2 : Eden Ave 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 4,096 98 Paved parking, HSG D 5,239 80 >75% Grass cover, Good, HSG D 9,335 Weighted Average 5,239 56.12% Pervious Area 4,096 43.88% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment PR OFF 2B: PR OFF 2B - Drains to Eden Ave Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)0.5 0.48 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 1y 24hr AT-14 Rainfall=2.49" Runoff Area=9,335 sf Runoff Volume=0.027 af Runoff Depth=1.49" Tc=10.0 min CN=WQ 0.46 cfs Page 547 of 1042 MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 13HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment PR OFF 3: PR Off 3 - Drains to Hwy 100 Runoff = 0.04 cfs @ 12.24 hrs, Volume= 0.002 af, Depth= 0.93" 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 45 98 Paved parking, HSG D 1,352 80 >75% Grass cover, Good, HSG D 1,397 Weighted Average 1,352 96.78% Pervious Area 45 3.22% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.0 Direct Entry, Subcatchment PR OFF 3: PR Off 3 - Drains to Hwy 100 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=1,397 sf Runoff Volume=0.002 af Runoff Depth=0.93" Tc=15.0 min CN=WQ 0.04 cfs Page 548 of 1042 MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 14HydroCAD® 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 = 1.86 cfs @ 12.13 hrs, Volume= 0.096 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 21,959 98 Paved parking, HSG D 333 80 >75% Grass cover, Good, HSG D 22,292 Weighted Average 333 1.49% Pervious Area 21,959 98.51% 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 1y 24hr AT-14 Rainfall=2.49" Runoff Area=22,292 sf Runoff Volume=0.096 af Runoff Depth=2.24" Tc=6.0 min CN=WQ 1.86 cfs Page 549 of 1042 MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 15HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment PR1B: PR1B - Drains to Arcadia Ave Runoff = 0.22 cfs @ 12.18 hrs, Volume= 0.013 af, Depth= 1.45" Routed to Reach R1 : Arcadia Ave 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 1,886 98 Paved parking, HSG D 2,658 80 >75% Grass cover, Good, HSG D 4,544 Weighted Average 2,658 58.49% Pervious Area 1,886 41.51% 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)0.24 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 1y 24hr AT-14 Rainfall=2.49" Runoff Area=4,544 sf Runoff Volume=0.013 af Runoff Depth=1.45" Tc=10.0 min CN=WQ 0.22 cfs Page 550 of 1042 MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 16HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment PR2A: PR2A - Drains to Basin 2 then to Eden Ave Runoff = 1.98 cfs @ 12.13 hrs, Volume= 0.102 af, Depth= 2.19" 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 23,035 98 Paved parking, HSG D 1,183 80 >75% Grass cover, Good, HSG D 24,218 Weighted Average 1,183 4.88% Pervious Area 23,035 95.12% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Subcatchment PR2A: PR2A - 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=24,218 sf Runoff Volume=0.102 af Runoff Depth=2.19" Tc=6.0 min CN=WQ 1.98 cfs Page 551 of 1042 MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 17HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment PR2B: PR2B - Drains to Eden Ave Runoff = 0.23 cfs @ 12.18 hrs, Volume= 0.013 af, Depth= 1.40" Routed to Reach R2 : Eden Ave 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 1,886 98 Paved parking, HSG D 3,106 80 >75% Grass cover, Good, HSG D 4,992 Weighted Average 3,106 62.22% Pervious Area 1,886 37.78% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment PR2B: PR2B - Drains to Eden Ave 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 1y 24hr AT-14 Rainfall=2.49" Runoff Area=4,992 sf Runoff Volume=0.013 af Runoff Depth=1.40" Tc=10.0 min CN=WQ 0.23 cfs Page 552 of 1042 MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 18HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment PR3: PR3 - Drains to Hwy 100 Runoff = 0.10 cfs @ 12.24 hrs, Volume= 0.007 af, Depth= 1.04" 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 382 98 Paved parking, HSG D 2,974 80 >75% Grass cover, Good, HSG D 3,356 Weighted Average 2,974 88.62% Pervious Area 382 11.38% 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)0.11 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 1y 24hr AT-14 Rainfall=2.49" Runoff Area=3,356 sf Runoff Volume=0.007 af Runoff Depth=1.04" Tc=15.0 min CN=WQ 0.10 cfs Page 553 of 1042 MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 19HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Reach R1: Arcadia Ave [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 0.699 ac, 84.75% Impervious, Inflow Depth = 0.73" for 1y 24hr AT-14 event Inflow = 0.40 cfs @ 12.17 hrs, Volume= 0.042 af Outflow = 0.40 cfs @ 12.17 hrs, Volume= 0.042 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 Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)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=0.699 ac 0.40 cfs 0.40 cfs Page 554 of 1042 MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 20HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Reach R2: Eden Ave [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 0.898 ac, 74.68% Impervious, Inflow Depth = 1.01" for 1y 24hr AT-14 event Inflow = 0.69 cfs @ 12.18 hrs, Volume= 0.076 af Outflow = 0.69 cfs @ 12.18 hrs, Volume= 0.076 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 Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)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=0.898 ac 0.69 cfs 0.69 cfs Page 555 of 1042 MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 21HydroCAD® 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 = 0.109 ac, 8.98% Impervious, Inflow Depth = 1.01" for 1y 24hr AT-14 event Inflow = 0.14 cfs @ 12.24 hrs, Volume= 0.009 af Outflow = 0.14 cfs @ 12.24 hrs, Volume= 0.009 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)0.15 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=0.109 ac 0.14 cfs 0.14 cfs Page 556 of 1042 MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 22HydroCAD® 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 = 1.705 ac, 74.60% Impervious, Inflow Depth = 0.89" for 1y 24hr AT-14 event Inflow = 1.20 cfs @ 12.18 hrs, Volume= 0.127 af Outflow = 1.20 cfs @ 12.18 hrs, Volume= 0.127 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=1.705 ac 1.20 cfs 1.20 cfs Page 557 of 1042 MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 23HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Pond 1P: Basin 1 - Underground Storage & Infiltration System Inflow Area = 0.517 ac, 97.51% Impervious, Inflow Depth = 2.23" for 1y 24hr AT-14 event Inflow = 1.86 cfs @ 12.13 hrs, Volume= 0.096 af Outflow = 0.23 cfs @ 12.55 hrs, Volume= 0.096 af, Atten= 88%, Lag= 25.4 min Discarded = 0.02 cfs @ 12.25 hrs, Volume= 0.077 af Primary = 0.21 cfs @ 12.55 hrs, Volume= 0.019 af Routed to Reach R1 : Arcadia Ave Secondary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Routed to Reach R1 : Arcadia Ave Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Peak Elev= 925.02' @ 12.55 hrs Surf.Area= 1,029 sf Storage= 2,481 cf Plug-Flow detention time= 899.2 min calculated for 0.096 af (100% of inflow) Center-of-Mass det. time= 899.2 min ( 1,656.1 - 756.9 ) Volume Invert Avail.Storage Storage Description #1A 921.50' 1,085 cf 10.33'W x 99.00'L x 4.50'H Field A 4,603 cf Overall - 1,892 cf Embedded = 2,711 cf x 40.0% Voids #2A 922.00' 1,892 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 Row Length Adjustment= +10.00' x 9.62 sf x 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) 2,999 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, square edge headwall, Ke= 0.500 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, square edge headwall, Ke= 0.500 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 558 of 1042 MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 24HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Discarded OutFlow Max=0.02 cfs @ 12.25 hrs HW=924.61' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.02 cfs) Primary OutFlow Max=0.21 cfs @ 12.55 hrs HW=925.02' (Free Discharge) 2=12'' Pipe Out (Exist) (Passes 0.21 cfs of 0.56 cfs potential flow) 3=15'' Pipe (OCS to Exist) (Barrel Controls 0.21 cfs @ 2.26 fps) Secondary OutFlow Max=0.00 cfs @ 0.00 hrs HW=921.50' (Free Discharge) 4=EOF Rim ( Controls 0.00 cfs) Page 559 of 1042 MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 25HydroCAD® 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 Row Length Adjustment= +10.00' x 9.62 sf x 2 rows 42.0" Wide + 16.0" Spacing = 58.0" C-C Row Spacing 4 Chambers/Row x 20.00' Long +10.00' Row Adjustment +3.50' Header x 2 = 97.00' Row Length +12.0" End Stone x 2 = 99.00' 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 +10.00' Row Adjustment x 9.62 sf x 2 Rows + 8.33' Header x 9.62 sf x 2 = 1,892.2 cf Chamber Storage 4,603.5 cf Field - 1,892.2 cf Chambers = 2,711.3 cf Stone x 40.0% Voids = 1,084.5 cf Stone Storage Chamber Storage + Stone Storage = 2,976.7 cf = 0.068 af Overall Storage Efficiency = 64.7% Overall System Size = 99.00' x 10.33' x 4.50' 8 Chambers 170.5 cy Field 100.4 cy Stone Page 560 of 1042 MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 26HydroCAD® 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=0.517 ac Peak Elev=925.02' Storage=2,481 cf 1.86 cfs 0.23 cfs 0.02 cfs 0.21 cfs 0.00 cfs Pond 1P: Basin 1 - Underground Storage & Infiltration System Surface Storage Stage-Area-Storage Storage (cubic-feet) 2,5002,0001,5001,0005000 Surface/Horizontal/Wetted Area (sq-ft) 1,0009008007006005004003002001000Elevation (feet)928 927 926 925 924 923 922 Field A CMP Round 42 Catch Basin (2 X 3) Page 561 of 1042 MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 27HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond 1P: Basin 1 - Underground Storage & Infiltration System Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 921.50 1,023 0 921.60 1,023 41 921.70 1,023 82 921.80 1,023 123 921.90 1,023 164 922.00 1,023 205 922.10 1,023 255 922.20 1,023 312 922.30 1,023 374 922.40 1,023 440 922.50 1,023 509 922.60 1,023 580 922.70 1,023 653 922.80 1,023 727 922.90 1,023 804 923.00 1,023 881 923.10 1,023 960 923.20 1,023 1,040 923.30 1,023 1,120 923.40 1,023 1,202 923.50 1,023 1,283 923.60 1,023 1,365 923.70 1,023 1,447 923.80 1,023 1,529 923.90 1,023 1,612 924.00 1,023 1,694 924.10 1,023 1,775 924.20 1,023 1,856 924.30 1,023 1,937 924.40 1,023 2,016 924.50 1,023 2,095 924.60 1,029 2,173 924.70 1,029 2,250 924.80 1,029 2,325 924.90 1,029 2,399 925.00 1,029 2,470 925.10 1,029 2,540 925.20 1,029 2,606 925.30 1,029 2,669 925.40 1,029 2,727 925.50 1,029 2,777 925.60 1,029 2,819 925.70 1,029 2,861 925.80 1,029 2,902 925.90 1,029 2,944 926.00 1,029 2,985 926.10 1,029 2,986 926.20 1,029 2,986 926.30 1,029 2,987 926.40 1,029 2,987 926.50 1,029 2,988 926.60 1,029 2,989 Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 926.70 1,029 2,989 926.80 1,029 2,990 926.90 1,029 2,990 927.00 1,029 2,991 927.10 1,029 2,992 927.20 1,029 2,992 927.30 1,029 2,993 927.40 1,029 2,993 927.50 1,029 2,994 927.60 1,029 2,995 927.70 1,029 2,995 927.80 1,029 2,996 927.90 1,029 2,996 928.00 1,029 2,997 928.10 1,029 2,998 928.20 1,029 2,998 928.30 1,029 2,999 Page 562 of 1042 MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 28HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Pond 2P: Basin 2 - Underground Storage & Infiltration System Inflow Area = 0.569 ac, 93.72% Impervious, Inflow Depth = 2.17" for 1y 24hr AT-14 event Inflow = 2.00 cfs @ 12.13 hrs, Volume= 0.103 af Outflow = 0.26 cfs @ 12.54 hrs, Volume= 0.036 af, Atten= 87%, Lag= 24.7 min Discarded = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Primary = 0.26 cfs @ 12.54 hrs, Volume= 0.036 af Routed to Reach R2 : Eden Ave Secondary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Routed to Reach R2 : Eden Ave Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Peak Elev= 927.58' @ 12.54 hrs Surf.Area= 1,107 sf Storage= 3,084 cf Plug-Flow detention time= 270.5 min calculated for 0.036 af (35% of inflow) Center-of-Mass det. time= 158.4 min ( 916.4 - 758.0 ) 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 STMH 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 923.50'0.800 in/hr Exfiltration over Surface area above 923.50' Excluded Surface area = 1,107 sf #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, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 927.35' / 925.20' S= 0.0347 '/' Cc= 0.900 Page 563 of 1042 MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 29HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC n= 0.012 Concrete pipe, finished, Flow Area= 1.23 sf #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=0.00 cfs @ 0.00 hrs HW=922.25' (Free Discharge) 1=Exfiltration ( Controls 0.00 cfs) Primary OutFlow Max=0.26 cfs @ 12.54 hrs HW=927.58' (Free Discharge) 2=12'' Pipe Out (Exist) (Passes 0.26 cfs of 5.32 cfs potential flow) 3=15'' Pipe (OCS to Exist) (Inlet Controls 0.26 cfs @ 1.64 fps) Secondary OutFlow Max=0.00 cfs @ 0.00 hrs HW=922.25' (Free Discharge) 4=EOF - Rim ( Controls 0.00 cfs) Page 564 of 1042 MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 30HydroCAD® 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 565 of 1042 MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 31HydroCAD® 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=0.569 ac Peak Elev=927.58' Storage=3,084 cf 2.00 cfs 0.26 cfs 0.00 cfs 0.26 cfs 0.00 cfs Pond 2P: Basin 2 - Underground Storage & Infiltration System Surface Storage Stage-Area-Storage Storage (cubic-feet) 3,5003,0002,5002,0001,5001,0005000 Surface/Horizontal/Wetted Area (sq-ft) 1,1001,0009008007006005004003002001000Elevation (feet)932 931 930 929 928 927 926 925 924 923 Field A ADS_StormTech MC-3500 d +Cap OCS 2 STMH 1 Page 566 of 1042 MSE 24-hr 3 1y 24hr AT-14 Rainfall=2.49"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 32HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond 2P: Basin 2 - Underground Storage & Infiltration System Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 922.25 13 0 922.35 13 1 922.45 13 3 922.55 13 4 922.65 13 5 922.75 13 7 922.85 13 8 922.95 13 9 923.05 13 10 923.15 13 12 923.25 13 13 923.35 13 14 923.45 13 16 923.55 1,107 39 923.65 1,107 84 923.75 1,107 129 923.85 1,107 174 923.95 1,107 219 924.05 1,107 264 924.15 1,107 309 924.25 1,107 354 924.35 1,107 446 924.45 1,107 538 924.55 1,107 629 924.65 1,107 719 924.75 1,107 810 924.85 1,107 900 924.95 1,107 989 925.05 1,107 1,079 925.15 1,107 1,167 925.25 1,107 1,256 925.35 1,107 1,343 925.45 1,107 1,431 925.55 1,107 1,517 925.65 1,107 1,603 925.75 1,107 1,689 925.85 1,107 1,775 925.95 1,107 1,860 926.05 1,107 1,944 926.15 1,107 2,028 926.25 1,107 2,111 926.35 1,107 2,192 926.45 1,107 2,273 926.55 1,107 2,353 926.65 1,107 2,431 926.75 1,107 2,509 926.85 1,107 2,585 926.95 1,107 2,659 927.05 1,107 2,732 927.15 1,107 2,803 927.25 1,107 2,873 927.35 1,107 2,940 Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 927.45 1,107 3,004 927.55 1,107 3,066 927.65 1,107 3,123 927.75 1,107 3,175 927.85 1,107 3,225 927.95 1,107 3,274 928.05 1,107 3,320 928.15 1,107 3,367 928.25 1,107 3,413 928.35 1,107 3,460 928.45 1,107 3,506 928.55 1,107 3,552 928.65 1,107 3,599 928.75 1,107 3,645 928.85 1,107 3,691 928.95 1,107 3,738 929.05 1,107 3,762 929.15 1,107 3,765 929.25 1,107 3,767 929.35 1,107 3,770 929.45 1,107 3,773 929.55 1,107 3,775 929.65 1,107 3,778 929.75 1,107 3,780 929.85 1,107 3,783 929.95 1,107 3,786 930.05 1,107 3,788 930.15 1,107 3,791 930.25 1,107 3,793 930.35 1,107 3,796 930.45 1,107 3,799 930.55 1,107 3,801 930.65 1,107 3,804 930.75 1,107 3,806 930.85 1,107 3,809 930.95 1,107 3,812 931.05 1,107 3,814 931.15 1,107 3,817 931.25 1,107 3,819 931.35 1,107 3,822 931.45 1,107 3,825 931.55 1,107 3,827 931.65 1,107 3,830 931.75 1,107 3,832 931.85 1,107 3,835 931.95 1,107 3,838 Page 567 of 1042 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 33HydroCAD® 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=228 sf 0.44% Impervious Runoff Depth=1.15"Subcatchment PR OFF 1A: PR OFF 1A - Drains Tc=15.0 min CN=WQ Runoff=0.01 cfs 0.001 af Runoff Area=3,373 sf 57.78% Impervious Runoff Depth=2.00"Subcatchment PR OFF 1B: PR OFF 1B - Tc=10.0 min CN=WQ Runoff=0.22 cfs 0.013 af Runoff Area=556 sf 32.91% Impervious Runoff Depth=1.63"Subcatchment PR OFF 2A: PR OFF 2A - Tc=10.0 min CN=WQ Runoff=0.03 cfs 0.002 af Runoff Area=9,335 sf 43.88% Impervious Runoff Depth=1.80"Subcatchment PR OFF 2B: PR OFF 2B - Tc=10.0 min CN=WQ Runoff=0.55 cfs 0.032 af Runoff Area=1,397 sf 3.22% Impervious Runoff Depth=1.19"Subcatchment PR OFF 3: PR Off 3 - Drains Tc=15.0 min CN=WQ Runoff=0.05 cfs 0.003 af Runoff Area=22,292 sf 98.51% Impervious Runoff Depth=2.61"Subcatchment PR1A: PR1A - Drains to Tc=6.0 min CN=WQ Runoff=2.14 cfs 0.111 af Runoff Area=4,544 sf 41.51% Impervious Runoff Depth=1.76"Subcatchment PR1B: PR1B - Drains to Tc=10.0 min CN=WQ Runoff=0.26 cfs 0.015 af Runoff Area=24,218 sf 95.12% Impervious Runoff Depth=2.56"Subcatchment PR2A: PR2A - Drains to Tc=6.0 min CN=WQ Runoff=2.29 cfs 0.118 af Runoff Area=4,992 sf 37.78% Impervious Runoff Depth=1.71"Subcatchment PR2B: PR2B - Drains to Tc=10.0 min CN=WQ Runoff=0.28 cfs 0.016 af Runoff Area=3,356 sf 11.38% Impervious Runoff Depth=1.31"Subcatchment PR3: PR3 - Drains to Hwy Tc=15.0 min CN=WQ Runoff=0.13 cfs 0.008 af Inflow=0.78 cfs 0.061 afReach R1: Arcadia Ave Outflow=0.78 cfs 0.061 af Inflow=1.25 cfs 0.101 afReach R2: Eden Ave Outflow=1.25 cfs 0.101 af Inflow=0.18 cfs 0.012 afReach R3: Hwy 100 Outflow=0.18 cfs 0.012 af Inflow=2.19 cfs 0.174 afReach Total: Total Site Area Outflow=2.19 cfs 0.174 af Peak Elev=925.17' Storage=2,584 cf Inflow=2.15 cfs 0.112 afPond 1P: Basin 1 - Underground Storage & Discarded=0.02 cfs 0.079 af Primary=0.53 cfs 0.033 af Secondary=0.00 cfs 0.000 af Outflow=0.55 cfs 0.112 af Peak Elev=927.75' Storage=3,173 cf Inflow=2.31 cfs 0.120 afPond 2P: Basin 2 - Underground Storage & Discarded=0.00 cfs 0.000 af Primary=0.72 cfs 0.053 af Secondary=0.00 cfs 0.000 af Outflow=0.72 cfs 0.053 af Page 568 of 1042 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 34HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Total Runoff Area = 1.705 ac Runoff Volume = 0.320 af Average Runoff Depth = 2.25" 25.40% Pervious = 0.433 ac 74.60% Impervious = 1.272 ac Page 569 of 1042 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 35HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment PR OFF 1A: PR OFF 1A - Drains to Basin 1 then to Arcadia Ave Runoff = 0.01 cfs @ 12.24 hrs, Volume= 0.001 af, Depth= 1.15" 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 1 98 Paved parking, HSG D 227 80 >75% Grass cover, Good, HSG D 228 Weighted Average 227 99.56% Pervious Area 1 0.44% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.0 Direct Entry, Subcatchment PR OFF 1A: PR OFF 1A - Drains to Basin 1 then to Arcadia Ave Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)0.009 0.008 0.007 0.007 0.006 0.006 0.005 0.005 0.004 0.004 0.003 0.003 0.002 0.002 0.001 0.001 0.0000 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86" Runoff Area=228 sf Runoff Volume=0.001 af Runoff Depth=1.15" Tc=15.0 min CN=WQ 0.01 cfs Page 570 of 1042 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 36HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment PR OFF 1B: PR OFF 1B - Drains to Arcadia Ave Runoff = 0.22 cfs @ 12.17 hrs, Volume= 0.013 af, Depth= 2.00" Routed to Reach R1 : Arcadia Ave 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 1,949 98 Paved parking, HSG D 1,424 80 >75% Grass cover, Good, HSG D 3,373 Weighted Average 1,424 42.22% Pervious Area 1,949 57.78% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment PR OFF 1B: PR OFF 1B - Drains to Arcadia Ave Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)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 2y 24hr AT-14 Rainfall=2.86" Runoff Area=3,373 sf Runoff Volume=0.013 af Runoff Depth=2.00" Tc=10.0 min CN=WQ 0.22 cfs Page 571 of 1042 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 37HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment PR OFF 2A: PR OFF 2A - Drains to Basin 2 then to Eden Ave Runoff = 0.03 cfs @ 12.18 hrs, Volume= 0.002 af, Depth= 1.63" 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 183 98 Paved parking, HSG D 373 80 >75% Grass cover, Good, HSG D 556 Weighted Average 373 67.09% Pervious Area 183 32.91% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment PR OFF 2A: PR OFF 2A - Drains to Basin 2 then to Eden Ave Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)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 2y 24hr AT-14 Rainfall=2.86" Runoff Area=556 sf Runoff Volume=0.002 af Runoff Depth=1.63" Tc=10.0 min CN=WQ 0.03 cfs Page 572 of 1042 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 38HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment PR OFF 2B: PR OFF 2B - Drains to Eden Ave Runoff = 0.55 cfs @ 12.17 hrs, Volume= 0.032 af, Depth= 1.80" Routed to Reach R2 : Eden Ave 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 4,096 98 Paved parking, HSG D 5,239 80 >75% Grass cover, Good, HSG D 9,335 Weighted Average 5,239 56.12% Pervious Area 4,096 43.88% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment PR OFF 2B: PR OFF 2B - Drains to Eden Ave Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)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=9,335 sf Runoff Volume=0.032 af Runoff Depth=1.80" Tc=10.0 min CN=WQ 0.55 cfs Page 573 of 1042 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 39HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment PR OFF 3: PR Off 3 - Drains to Hwy 100 Runoff = 0.05 cfs @ 12.24 hrs, Volume= 0.003 af, Depth= 1.19" 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 45 98 Paved parking, HSG D 1,352 80 >75% Grass cover, Good, HSG D 1,397 Weighted Average 1,352 96.78% Pervious Area 45 3.22% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.0 Direct Entry, Subcatchment PR OFF 3: PR Off 3 - Drains to Hwy 100 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=1,397 sf Runoff Volume=0.003 af Runoff Depth=1.19" Tc=15.0 min CN=WQ 0.05 cfs Page 574 of 1042 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 40HydroCAD® 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 = 2.14 cfs @ 12.13 hrs, Volume= 0.111 af, Depth= 2.61" 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 21,959 98 Paved parking, HSG D 333 80 >75% Grass cover, Good, HSG D 22,292 Weighted Average 333 1.49% Pervious Area 21,959 98.51% 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 2y 24hr AT-14 Rainfall=2.86" Runoff Area=22,292 sf Runoff Volume=0.111 af Runoff Depth=2.61" Tc=6.0 min CN=WQ 2.14 cfs Page 575 of 1042 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 41HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment PR1B: PR1B - Drains to Arcadia Ave Runoff = 0.26 cfs @ 12.17 hrs, Volume= 0.015 af, Depth= 1.76" Routed to Reach R1 : Arcadia Ave 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 1,886 98 Paved parking, HSG D 2,658 80 >75% Grass cover, Good, HSG D 4,544 Weighted Average 2,658 58.49% Pervious Area 1,886 41.51% 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)0.28 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 2y 24hr AT-14 Rainfall=2.86" Runoff Area=4,544 sf Runoff Volume=0.015 af Runoff Depth=1.76" Tc=10.0 min CN=WQ 0.26 cfs Page 576 of 1042 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 42HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment PR2A: PR2A - Drains to Basin 2 then to Eden Ave Runoff = 2.29 cfs @ 12.13 hrs, Volume= 0.118 af, Depth= 2.56" 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 23,035 98 Paved parking, HSG D 1,183 80 >75% Grass cover, Good, HSG D 24,218 Weighted Average 1,183 4.88% Pervious Area 23,035 95.12% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Subcatchment PR2A: PR2A - 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=24,218 sf Runoff Volume=0.118 af Runoff Depth=2.56" Tc=6.0 min CN=WQ 2.29 cfs Page 577 of 1042 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 43HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment PR2B: PR2B - Drains to Eden Ave Runoff = 0.28 cfs @ 12.18 hrs, Volume= 0.016 af, Depth= 1.71" Routed to Reach R2 : Eden Ave 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 1,886 98 Paved parking, HSG D 3,106 80 >75% Grass cover, Good, HSG D 4,992 Weighted Average 3,106 62.22% Pervious Area 1,886 37.78% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment PR2B: PR2B - Drains to Eden Ave Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)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 2y 24hr AT-14 Rainfall=2.86" Runoff Area=4,992 sf Runoff Volume=0.016 af Runoff Depth=1.71" Tc=10.0 min CN=WQ 0.28 cfs Page 578 of 1042 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 44HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment PR3: PR3 - Drains to Hwy 100 Runoff = 0.13 cfs @ 12.24 hrs, Volume= 0.008 af, Depth= 1.31" 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 382 98 Paved parking, HSG D 2,974 80 >75% Grass cover, Good, HSG D 3,356 Weighted Average 2,974 88.62% Pervious Area 382 11.38% 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)0.14 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 2y 24hr AT-14 Rainfall=2.86" Runoff Area=3,356 sf Runoff Volume=0.008 af Runoff Depth=1.31" Tc=15.0 min CN=WQ 0.13 cfs Page 579 of 1042 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 45HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Reach R1: Arcadia Ave [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 0.699 ac, 84.75% Impervious, Inflow Depth = 1.05" for 2y 24hr AT-14 event Inflow = 0.78 cfs @ 12.29 hrs, Volume= 0.061 af Outflow = 0.78 cfs @ 12.29 hrs, Volume= 0.061 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 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=0.699 ac 0.78 cfs 0.78 cfs Page 580 of 1042 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 46HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Reach R2: Eden Ave [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 0.898 ac, 74.68% Impervious, Inflow Depth = 1.35" for 2y 24hr AT-14 event Inflow = 1.25 cfs @ 12.26 hrs, Volume= 0.101 af Outflow = 1.25 cfs @ 12.26 hrs, Volume= 0.101 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 Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)10Inflow Area=0.898 ac 1.25 cfs 1.25 cfs Page 581 of 1042 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 47HydroCAD® 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 = 0.109 ac, 8.98% Impervious, Inflow Depth = 1.28" for 2y 24hr AT-14 event Inflow = 0.18 cfs @ 12.24 hrs, Volume= 0.012 af Outflow = 0.18 cfs @ 12.24 hrs, Volume= 0.012 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)0.19 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=0.109 ac 0.18 cfs 0.18 cfs Page 582 of 1042 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 48HydroCAD® 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 = 1.705 ac, 74.60% Impervious, Inflow Depth = 1.22" for 2y 24hr AT-14 event Inflow = 2.19 cfs @ 12.27 hrs, Volume= 0.174 af Outflow = 2.19 cfs @ 12.27 hrs, Volume= 0.174 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)210Inflow Area=1.705 ac 2.19 cfs 2.19 cfs Page 583 of 1042 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 49HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Pond 1P: Basin 1 - Underground Storage & Infiltration System Inflow Area = 0.517 ac, 97.51% Impervious, Inflow Depth = 2.59" for 2y 24hr AT-14 event Inflow = 2.15 cfs @ 12.13 hrs, Volume= 0.112 af Outflow = 0.55 cfs @ 12.33 hrs, Volume= 0.112 af, Atten= 74%, Lag= 12.0 min Discarded = 0.02 cfs @ 12.17 hrs, Volume= 0.079 af Primary = 0.53 cfs @ 12.33 hrs, Volume= 0.033 af Routed to Reach R1 : Arcadia Ave Secondary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Routed to Reach R1 : Arcadia Ave Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Peak Elev= 925.17' @ 12.33 hrs Surf.Area= 1,029 sf Storage= 2,584 cf Plug-Flow detention time= 791.7 min calculated for 0.112 af (100% of inflow) Center-of-Mass det. time= 791.6 min ( 1,546.1 - 754.5 ) Volume Invert Avail.Storage Storage Description #1A 921.50' 1,085 cf 10.33'W x 99.00'L x 4.50'H Field A 4,603 cf Overall - 1,892 cf Embedded = 2,711 cf x 40.0% Voids #2A 922.00' 1,892 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 Row Length Adjustment= +10.00' x 9.62 sf x 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) 2,999 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, square edge headwall, Ke= 0.500 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, square edge headwall, Ke= 0.500 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 584 of 1042 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 50HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Discarded OutFlow Max=0.02 cfs @ 12.17 hrs HW=924.68' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.02 cfs) Primary OutFlow Max=0.53 cfs @ 12.33 hrs HW=925.17' (Free Discharge) 2=12'' Pipe Out (Exist) (Passes 0.53 cfs of 0.97 cfs potential flow) 3=15'' Pipe (OCS to Exist) (Barrel Controls 0.53 cfs @ 2.67 fps) Secondary OutFlow Max=0.00 cfs @ 0.00 hrs HW=921.50' (Free Discharge) 4=EOF Rim ( Controls 0.00 cfs) Page 585 of 1042 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 51HydroCAD® 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 Row Length Adjustment= +10.00' x 9.62 sf x 2 rows 42.0" Wide + 16.0" Spacing = 58.0" C-C Row Spacing 4 Chambers/Row x 20.00' Long +10.00' Row Adjustment +3.50' Header x 2 = 97.00' Row Length +12.0" End Stone x 2 = 99.00' 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 +10.00' Row Adjustment x 9.62 sf x 2 Rows + 8.33' Header x 9.62 sf x 2 = 1,892.2 cf Chamber Storage 4,603.5 cf Field - 1,892.2 cf Chambers = 2,711.3 cf Stone x 40.0% Voids = 1,084.5 cf Stone Storage Chamber Storage + Stone Storage = 2,976.7 cf = 0.068 af Overall Storage Efficiency = 64.7% Overall System Size = 99.00' x 10.33' x 4.50' 8 Chambers 170.5 cy Field 100.4 cy Stone Page 586 of 1042 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 52HydroCAD® 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=0.517 ac Peak Elev=925.17' Storage=2,584 cf 2.15 cfs 0.55 cfs 0.02 cfs 0.53 cfs 0.00 cfs Pond 1P: Basin 1 - Underground Storage & Infiltration System Surface Storage Stage-Area-Storage Storage (cubic-feet) 2,5002,0001,5001,0005000 Surface/Horizontal/Wetted Area (sq-ft) 1,0009008007006005004003002001000Elevation (feet)928 927 926 925 924 923 922 Field A CMP Round 42 Catch Basin (2 X 3) Page 587 of 1042 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 53HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond 1P: Basin 1 - Underground Storage & Infiltration System Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 921.50 1,023 0 921.60 1,023 41 921.70 1,023 82 921.80 1,023 123 921.90 1,023 164 922.00 1,023 205 922.10 1,023 255 922.20 1,023 312 922.30 1,023 374 922.40 1,023 440 922.50 1,023 509 922.60 1,023 580 922.70 1,023 653 922.80 1,023 727 922.90 1,023 804 923.00 1,023 881 923.10 1,023 960 923.20 1,023 1,040 923.30 1,023 1,120 923.40 1,023 1,202 923.50 1,023 1,283 923.60 1,023 1,365 923.70 1,023 1,447 923.80 1,023 1,529 923.90 1,023 1,612 924.00 1,023 1,694 924.10 1,023 1,775 924.20 1,023 1,856 924.30 1,023 1,937 924.40 1,023 2,016 924.50 1,023 2,095 924.60 1,029 2,173 924.70 1,029 2,250 924.80 1,029 2,325 924.90 1,029 2,399 925.00 1,029 2,470 925.10 1,029 2,540 925.20 1,029 2,606 925.30 1,029 2,669 925.40 1,029 2,727 925.50 1,029 2,777 925.60 1,029 2,819 925.70 1,029 2,861 925.80 1,029 2,902 925.90 1,029 2,944 926.00 1,029 2,985 926.10 1,029 2,986 926.20 1,029 2,986 926.30 1,029 2,987 926.40 1,029 2,987 926.50 1,029 2,988 926.60 1,029 2,989 Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 926.70 1,029 2,989 926.80 1,029 2,990 926.90 1,029 2,990 927.00 1,029 2,991 927.10 1,029 2,992 927.20 1,029 2,992 927.30 1,029 2,993 927.40 1,029 2,993 927.50 1,029 2,994 927.60 1,029 2,995 927.70 1,029 2,995 927.80 1,029 2,996 927.90 1,029 2,996 928.00 1,029 2,997 928.10 1,029 2,998 928.20 1,029 2,998 928.30 1,029 2,999 Page 588 of 1042 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 54HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Pond 2P: Basin 2 - Underground Storage & Infiltration System Inflow Area = 0.569 ac, 93.72% Impervious, Inflow Depth = 2.54" for 2y 24hr AT-14 event Inflow = 2.31 cfs @ 12.13 hrs, Volume= 0.120 af Outflow = 0.72 cfs @ 12.29 hrs, Volume= 0.053 af, Atten= 69%, Lag= 9.6 min Discarded = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Primary = 0.72 cfs @ 12.29 hrs, Volume= 0.053 af Routed to Reach R2 : Eden Ave Secondary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Routed to Reach R2 : Eden Ave Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Peak Elev= 927.75' @ 12.29 hrs Surf.Area= 1,107 sf Storage= 3,173 cf Plug-Flow detention time= 217.9 min calculated for 0.053 af (44% of inflow) Center-of-Mass det. time= 120.9 min ( 876.5 - 755.6 ) 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 STMH 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 923.50'0.800 in/hr Exfiltration over Surface area above 923.50' Excluded Surface area = 1,107 sf #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, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 927.35' / 925.20' S= 0.0347 '/' Cc= 0.900 Page 589 of 1042 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 55HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC n= 0.012 Concrete pipe, finished, Flow Area= 1.23 sf #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=0.00 cfs @ 0.00 hrs HW=922.25' (Free Discharge) 1=Exfiltration ( Controls 0.00 cfs) Primary OutFlow Max=0.72 cfs @ 12.29 hrs HW=927.75' (Free Discharge) 2=12'' Pipe Out (Exist) (Passes 0.72 cfs of 5.54 cfs potential flow) 3=15'' Pipe (OCS to Exist) (Inlet Controls 0.72 cfs @ 2.14 fps) Secondary OutFlow Max=0.00 cfs @ 0.00 hrs HW=922.25' (Free Discharge) 4=EOF - Rim ( Controls 0.00 cfs) Page 590 of 1042 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 56HydroCAD® 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 591 of 1042 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 57HydroCAD® 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=0.569 ac Peak Elev=927.75' Storage=3,173 cf 2.31 cfs 0.72 cfs 0.00 cfs 0.72 cfs 0.00 cfs Pond 2P: Basin 2 - Underground Storage & Infiltration System Surface Storage Stage-Area-Storage Storage (cubic-feet) 3,5003,0002,5002,0001,5001,0005000 Surface/Horizontal/Wetted Area (sq-ft) 1,1001,0009008007006005004003002001000Elevation (feet)932 931 930 929 928 927 926 925 924 923 Field A ADS_StormTech MC-3500 d +Cap OCS 2 STMH 1 Page 592 of 1042 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 58HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond 2P: Basin 2 - Underground Storage & Infiltration System Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 922.25 13 0 922.35 13 1 922.45 13 3 922.55 13 4 922.65 13 5 922.75 13 7 922.85 13 8 922.95 13 9 923.05 13 10 923.15 13 12 923.25 13 13 923.35 13 14 923.45 13 16 923.55 1,107 39 923.65 1,107 84 923.75 1,107 129 923.85 1,107 174 923.95 1,107 219 924.05 1,107 264 924.15 1,107 309 924.25 1,107 354 924.35 1,107 446 924.45 1,107 538 924.55 1,107 629 924.65 1,107 719 924.75 1,107 810 924.85 1,107 900 924.95 1,107 989 925.05 1,107 1,079 925.15 1,107 1,167 925.25 1,107 1,256 925.35 1,107 1,343 925.45 1,107 1,431 925.55 1,107 1,517 925.65 1,107 1,603 925.75 1,107 1,689 925.85 1,107 1,775 925.95 1,107 1,860 926.05 1,107 1,944 926.15 1,107 2,028 926.25 1,107 2,111 926.35 1,107 2,192 926.45 1,107 2,273 926.55 1,107 2,353 926.65 1,107 2,431 926.75 1,107 2,509 926.85 1,107 2,585 926.95 1,107 2,659 927.05 1,107 2,732 927.15 1,107 2,803 927.25 1,107 2,873 927.35 1,107 2,940 Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 927.45 1,107 3,004 927.55 1,107 3,066 927.65 1,107 3,123 927.75 1,107 3,175 927.85 1,107 3,225 927.95 1,107 3,274 928.05 1,107 3,320 928.15 1,107 3,367 928.25 1,107 3,413 928.35 1,107 3,460 928.45 1,107 3,506 928.55 1,107 3,552 928.65 1,107 3,599 928.75 1,107 3,645 928.85 1,107 3,691 928.95 1,107 3,738 929.05 1,107 3,762 929.15 1,107 3,765 929.25 1,107 3,767 929.35 1,107 3,770 929.45 1,107 3,773 929.55 1,107 3,775 929.65 1,107 3,778 929.75 1,107 3,780 929.85 1,107 3,783 929.95 1,107 3,786 930.05 1,107 3,788 930.15 1,107 3,791 930.25 1,107 3,793 930.35 1,107 3,796 930.45 1,107 3,799 930.55 1,107 3,801 930.65 1,107 3,804 930.75 1,107 3,806 930.85 1,107 3,809 930.95 1,107 3,812 931.05 1,107 3,814 931.15 1,107 3,817 931.25 1,107 3,819 931.35 1,107 3,822 931.45 1,107 3,825 931.55 1,107 3,827 931.65 1,107 3,830 931.75 1,107 3,832 931.85 1,107 3,835 931.95 1,107 3,838 Page 593 of 1042 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 59HydroCAD® 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=228 sf 0.44% Impervious Runoff Depth=2.28"Subcatchment PR OFF 1A: PR OFF 1A - Drains Tc=15.0 min CN=WQ Runoff=0.02 cfs 0.001 af Runoff Area=3,373 sf 57.78% Impervious Runoff Depth=3.30"Subcatchment PR OFF 1B: PR OFF 1B - Tc=10.0 min CN=WQ Runoff=0.36 cfs 0.021 af Runoff Area=556 sf 32.91% Impervious Runoff Depth=2.86"Subcatchment PR OFF 2A: PR OFF 2A - Tc=10.0 min CN=WQ Runoff=0.05 cfs 0.003 af Runoff Area=9,335 sf 43.88% Impervious Runoff Depth=3.05"Subcatchment PR OFF 2B: PR OFF 2B - Tc=10.0 min CN=WQ Runoff=0.94 cfs 0.054 af Runoff Area=1,397 sf 3.22% Impervious Runoff Depth=2.33"Subcatchment PR OFF 3: PR Off 3 - Drains Tc=15.0 min CN=WQ Runoff=0.10 cfs 0.006 af Runoff Area=22,292 sf 98.51% Impervious Runoff Depth=4.02"Subcatchment PR1A: PR1A - Drains to Tc=6.0 min CN=WQ Runoff=3.24 cfs 0.171 af Runoff Area=4,544 sf 41.51% Impervious Runoff Depth=3.01"Subcatchment PR1B: PR1B - Drains to Tc=10.0 min CN=WQ Runoff=0.45 cfs 0.026 af Runoff Area=24,218 sf 95.12% Impervious Runoff Depth=3.96"Subcatchment PR2A: PR2A - Drains to Tc=6.0 min CN=WQ Runoff=3.48 cfs 0.183 af Runoff Area=4,992 sf 37.78% Impervious Runoff Depth=2.94"Subcatchment PR2B: PR2B - Drains to Tc=10.0 min CN=WQ Runoff=0.49 cfs 0.028 af Runoff Area=3,356 sf 11.38% Impervious Runoff Depth=2.48"Subcatchment PR3: PR3 - Drains to Hwy Tc=15.0 min CN=WQ Runoff=0.24 cfs 0.016 af Inflow=3.70 cfs 0.137 afReach R1: Arcadia Ave Outflow=3.70 cfs 0.137 af Inflow=4.72 cfs 0.202 afReach R2: Eden Ave Outflow=4.72 cfs 0.202 af Inflow=0.34 cfs 0.022 afReach R3: Hwy 100 Outflow=0.34 cfs 0.022 af Inflow=8.69 cfs 0.360 afReach Total: Total Site Area Outflow=8.69 cfs 0.360 af Peak Elev=925.81' Storage=2,906 cf Inflow=3.25 cfs 0.172 afPond 1P: Basin 1 - Underground Storage & Discarded=0.02 cfs 0.083 af Primary=2.90 cfs 0.089 af Secondary=0.00 cfs 0.000 af Outflow=2.92 cfs 0.172 af Peak Elev=928.30' Storage=3,437 cf Inflow=3.53 cfs 0.186 afPond 2P: Basin 2 - Underground Storage & Discarded=0.00 cfs 0.000 af Primary=3.33 cfs 0.119 af Secondary=0.00 cfs 0.000 af Outflow=3.33 cfs 0.119 af Page 594 of 1042 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 60HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Total Runoff Area = 1.705 ac Runoff Volume = 0.511 af Average Runoff Depth = 3.60" 25.40% Pervious = 0.433 ac 74.60% Impervious = 1.272 ac Page 595 of 1042 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 61HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment PR OFF 1A: PR OFF 1A - Drains to Basin 1 then to Arcadia Ave Runoff = 0.02 cfs @ 12.23 hrs, Volume= 0.001 af, Depth= 2.28" 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 1 98 Paved parking, HSG D 227 80 >75% Grass cover, Good, HSG D 228 Weighted Average 227 99.56% Pervious Area 1 0.44% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.0 Direct Entry, Subcatchment PR OFF 1A: PR OFF 1A - Drains to Basin 1 then to Arcadia Ave Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)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 10y 24hr AT-14 Rainfall=4.28" Runoff Area=228 sf Runoff Volume=0.001 af Runoff Depth=2.28" Tc=15.0 min CN=WQ 0.02 cfs Page 596 of 1042 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 62HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment PR OFF 1B: PR OFF 1B - Drains to Arcadia Ave Runoff = 0.36 cfs @ 12.17 hrs, Volume= 0.021 af, Depth= 3.30" Routed to Reach R1 : Arcadia Ave 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 1,949 98 Paved parking, HSG D 1,424 80 >75% Grass cover, Good, HSG D 3,373 Weighted Average 1,424 42.22% Pervious Area 1,949 57.78% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment PR OFF 1B: PR OFF 1B - Drains to Arcadia Ave Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)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 10y 24hr AT-14 Rainfall=4.28" Runoff Area=3,373 sf Runoff Volume=0.021 af Runoff Depth=3.30" Tc=10.0 min CN=WQ 0.36 cfs Page 597 of 1042 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 63HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment PR OFF 2A: PR OFF 2A - Drains to Basin 2 then to Eden Ave Runoff = 0.05 cfs @ 12.17 hrs, Volume= 0.003 af, Depth= 2.86" 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 183 98 Paved parking, HSG D 373 80 >75% Grass cover, Good, HSG D 556 Weighted Average 373 67.09% Pervious Area 183 32.91% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment PR OFF 2A: PR OFF 2A - Drains to Basin 2 then to Eden Ave Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)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=556 sf Runoff Volume=0.003 af Runoff Depth=2.86" Tc=10.0 min CN=WQ 0.05 cfs Page 598 of 1042 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 64HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment PR OFF 2B: PR OFF 2B - Drains to Eden Ave Runoff = 0.94 cfs @ 12.17 hrs, Volume= 0.054 af, Depth= 3.05" Routed to Reach R2 : Eden Ave 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 4,096 98 Paved parking, HSG D 5,239 80 >75% Grass cover, Good, HSG D 9,335 Weighted Average 5,239 56.12% Pervious Area 4,096 43.88% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment PR OFF 2B: PR OFF 2B - Drains to Eden Ave Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)10MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28" Runoff Area=9,335 sf Runoff Volume=0.054 af Runoff Depth=3.05" Tc=10.0 min CN=WQ 0.94 cfs Page 599 of 1042 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 65HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment PR OFF 3: PR Off 3 - Drains to Hwy 100 Runoff = 0.10 cfs @ 12.23 hrs, Volume= 0.006 af, Depth= 2.33" 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 45 98 Paved parking, HSG D 1,352 80 >75% Grass cover, Good, HSG D 1,397 Weighted Average 1,352 96.78% Pervious Area 45 3.22% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.0 Direct Entry, Subcatchment PR OFF 3: PR Off 3 - Drains to Hwy 100 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=1,397 sf Runoff Volume=0.006 af Runoff Depth=2.33" Tc=15.0 min CN=WQ 0.10 cfs Page 600 of 1042 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 66HydroCAD® 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 = 3.24 cfs @ 12.13 hrs, Volume= 0.171 af, Depth= 4.02" 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 21,959 98 Paved parking, HSG D 333 80 >75% Grass cover, Good, HSG D 22,292 Weighted Average 333 1.49% Pervious Area 21,959 98.51% 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)3210MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28" Runoff Area=22,292 sf Runoff Volume=0.171 af Runoff Depth=4.02" Tc=6.0 min CN=WQ 3.24 cfs Page 601 of 1042 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 67HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment PR1B: PR1B - Drains to Arcadia Ave Runoff = 0.45 cfs @ 12.17 hrs, Volume= 0.026 af, Depth= 3.01" Routed to Reach R1 : Arcadia Ave 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 1,886 98 Paved parking, HSG D 2,658 80 >75% Grass cover, Good, HSG D 4,544 Weighted Average 2,658 58.49% Pervious Area 1,886 41.51% 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)0.5 0.48 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 10y 24hr AT-14 Rainfall=4.28" Runoff Area=4,544 sf Runoff Volume=0.026 af Runoff Depth=3.01" Tc=10.0 min CN=WQ 0.45 cfs Page 602 of 1042 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 68HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment PR2A: PR2A - Drains to Basin 2 then to Eden Ave Runoff = 3.48 cfs @ 12.13 hrs, Volume= 0.183 af, Depth= 3.96" 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 23,035 98 Paved parking, HSG D 1,183 80 >75% Grass cover, Good, HSG D 24,218 Weighted Average 1,183 4.88% Pervious Area 23,035 95.12% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Subcatchment PR2A: PR2A - Drains to Basin 2 then to Eden Ave Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)3210MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28" Runoff Area=24,218 sf Runoff Volume=0.183 af Runoff Depth=3.96" Tc=6.0 min CN=WQ 3.48 cfs Page 603 of 1042 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 69HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment PR2B: PR2B - Drains to Eden Ave Runoff = 0.49 cfs @ 12.17 hrs, Volume= 0.028 af, Depth= 2.94" Routed to Reach R2 : Eden Ave 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 1,886 98 Paved parking, HSG D 3,106 80 >75% Grass cover, Good, HSG D 4,992 Weighted Average 3,106 62.22% Pervious Area 1,886 37.78% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment PR2B: PR2B - Drains to Eden Ave Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)0.5 0.45 0.4 0.35 0.3 0.25 0.2 0.15 0.1 0.050 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28" Runoff Area=4,992 sf Runoff Volume=0.028 af Runoff Depth=2.94" Tc=10.0 min CN=WQ 0.49 cfs Page 604 of 1042 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28"24614 PROPOSED Printed 4/30/2025Prepared 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 = 0.24 cfs @ 12.23 hrs, Volume= 0.016 af, Depth= 2.48" 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 382 98 Paved parking, HSG D 2,974 80 >75% Grass cover, Good, HSG D 3,356 Weighted Average 2,974 88.62% Pervious Area 382 11.38% 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)0.26 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 10y 24hr AT-14 Rainfall=4.28" Runoff Area=3,356 sf Runoff Volume=0.016 af Runoff Depth=2.48" Tc=15.0 min CN=WQ 0.24 cfs Page 605 of 1042 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 71HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Reach R1: Arcadia Ave [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 0.699 ac, 84.75% Impervious, Inflow Depth = 2.35" for 10y 24hr AT-14 event Inflow = 3.70 cfs @ 12.16 hrs, Volume= 0.137 af Outflow = 3.70 cfs @ 12.16 hrs, Volume= 0.137 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 Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)43210Inflow Area=0.699 ac 3.70 cfs 3.70 cfs Page 606 of 1042 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 72HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Reach R2: Eden Ave [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 0.898 ac, 74.68% Impervious, Inflow Depth = 2.69" for 10y 24hr AT-14 event Inflow = 4.72 cfs @ 12.16 hrs, Volume= 0.202 af Outflow = 4.72 cfs @ 12.16 hrs, Volume= 0.202 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 Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)543210Inflow Area=0.898 ac 4.72 cfs 4.72 cfs Page 607 of 1042 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28"24614 PROPOSED Printed 4/30/2025Prepared 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 = 0.109 ac, 8.98% Impervious, Inflow Depth = 2.43" for 10y 24hr AT-14 event Inflow = 0.34 cfs @ 12.23 hrs, Volume= 0.022 af Outflow = 0.34 cfs @ 12.23 hrs, Volume= 0.022 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)0.38 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=0.109 ac 0.34 cfs 0.34 cfs Page 608 of 1042 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28"24614 PROPOSED Printed 4/30/2025Prepared 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 = 1.705 ac, 74.60% Impervious, Inflow Depth = 2.54" for 10y 24hr AT-14 event Inflow = 8.69 cfs @ 12.16 hrs, Volume= 0.360 af Outflow = 8.69 cfs @ 12.16 hrs, Volume= 0.360 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)9876543210Inflow Area=1.705 ac 8.69 cfs 8.69 cfs Page 609 of 1042 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28"24614 PROPOSED Printed 4/30/2025Prepared 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 Inflow Area = 0.517 ac, 97.51% Impervious, Inflow Depth = 4.00" for 10y 24hr AT-14 event Inflow = 3.25 cfs @ 12.13 hrs, Volume= 0.172 af Outflow = 2.92 cfs @ 12.16 hrs, Volume= 0.172 af, Atten= 10%, Lag= 1.8 min Discarded = 0.02 cfs @ 12.02 hrs, Volume= 0.083 af Primary = 2.90 cfs @ 12.16 hrs, Volume= 0.089 af Routed to Reach R1 : Arcadia Ave Secondary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Routed to Reach R1 : Arcadia Ave Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Peak Elev= 925.81' @ 12.16 hrs Surf.Area= 1,029 sf Storage= 2,906 cf Plug-Flow detention time= 545.5 min calculated for 0.172 af (100% of inflow) Center-of-Mass det. time= 545.5 min ( 1,293.7 - 748.2 ) Volume Invert Avail.Storage Storage Description #1A 921.50' 1,085 cf 10.33'W x 99.00'L x 4.50'H Field A 4,603 cf Overall - 1,892 cf Embedded = 2,711 cf x 40.0% Voids #2A 922.00' 1,892 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 Row Length Adjustment= +10.00' x 9.62 sf x 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) 2,999 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, square edge headwall, Ke= 0.500 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, square edge headwall, Ke= 0.500 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 610 of 1042 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 76HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Discarded OutFlow Max=0.02 cfs @ 12.02 hrs HW=924.66' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.02 cfs) Primary OutFlow Max=2.93 cfs @ 12.16 hrs HW=925.81' (Free Discharge) 2=12'' Pipe Out (Exist) (Passes 2.93 cfs of 2.94 cfs potential flow) 3=15'' Pipe (OCS to Exist) (Barrel Controls 2.93 cfs @ 3.78 fps) Secondary OutFlow Max=0.00 cfs @ 0.00 hrs HW=921.50' (Free Discharge) 4=EOF Rim ( Controls 0.00 cfs) Page 611 of 1042 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28"24614 PROPOSED Printed 4/30/2025Prepared 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 Row Length Adjustment= +10.00' x 9.62 sf x 2 rows 42.0" Wide + 16.0" Spacing = 58.0" C-C Row Spacing 4 Chambers/Row x 20.00' Long +10.00' Row Adjustment +3.50' Header x 2 = 97.00' Row Length +12.0" End Stone x 2 = 99.00' 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 +10.00' Row Adjustment x 9.62 sf x 2 Rows + 8.33' Header x 9.62 sf x 2 = 1,892.2 cf Chamber Storage 4,603.5 cf Field - 1,892.2 cf Chambers = 2,711.3 cf Stone x 40.0% Voids = 1,084.5 cf Stone Storage Chamber Storage + Stone Storage = 2,976.7 cf = 0.068 af Overall Storage Efficiency = 64.7% Overall System Size = 99.00' x 10.33' x 4.50' 8 Chambers 170.5 cy Field 100.4 cy Stone Page 612 of 1042 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28"24614 PROPOSED Printed 4/30/2025Prepared 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)3210Inflow Area=0.517 ac Peak Elev=925.81' Storage=2,906 cf 3.25 cfs 2.92 cfs 0.02 cfs 2.90 cfs 0.00 cfs Pond 1P: Basin 1 - Underground Storage & Infiltration System Surface Storage Stage-Area-Storage Storage (cubic-feet) 2,5002,0001,5001,0005000 Surface/Horizontal/Wetted Area (sq-ft) 1,0009008007006005004003002001000Elevation (feet)928 927 926 925 924 923 922 Field A CMP Round 42 Catch Basin (2 X 3) Page 613 of 1042 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 79HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond 1P: Basin 1 - Underground Storage & Infiltration System Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 921.50 1,023 0 921.60 1,023 41 921.70 1,023 82 921.80 1,023 123 921.90 1,023 164 922.00 1,023 205 922.10 1,023 255 922.20 1,023 312 922.30 1,023 374 922.40 1,023 440 922.50 1,023 509 922.60 1,023 580 922.70 1,023 653 922.80 1,023 727 922.90 1,023 804 923.00 1,023 881 923.10 1,023 960 923.20 1,023 1,040 923.30 1,023 1,120 923.40 1,023 1,202 923.50 1,023 1,283 923.60 1,023 1,365 923.70 1,023 1,447 923.80 1,023 1,529 923.90 1,023 1,612 924.00 1,023 1,694 924.10 1,023 1,775 924.20 1,023 1,856 924.30 1,023 1,937 924.40 1,023 2,016 924.50 1,023 2,095 924.60 1,029 2,173 924.70 1,029 2,250 924.80 1,029 2,325 924.90 1,029 2,399 925.00 1,029 2,470 925.10 1,029 2,540 925.20 1,029 2,606 925.30 1,029 2,669 925.40 1,029 2,727 925.50 1,029 2,777 925.60 1,029 2,819 925.70 1,029 2,861 925.80 1,029 2,902 925.90 1,029 2,944 926.00 1,029 2,985 926.10 1,029 2,986 926.20 1,029 2,986 926.30 1,029 2,987 926.40 1,029 2,987 926.50 1,029 2,988 926.60 1,029 2,989 Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 926.70 1,029 2,989 926.80 1,029 2,990 926.90 1,029 2,990 927.00 1,029 2,991 927.10 1,029 2,992 927.20 1,029 2,992 927.30 1,029 2,993 927.40 1,029 2,993 927.50 1,029 2,994 927.60 1,029 2,995 927.70 1,029 2,995 927.80 1,029 2,996 927.90 1,029 2,996 928.00 1,029 2,997 928.10 1,029 2,998 928.20 1,029 2,998 928.30 1,029 2,999 Page 614 of 1042 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 80HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Pond 2P: Basin 2 - Underground Storage & Infiltration System Inflow Area = 0.569 ac, 93.72% Impervious, Inflow Depth = 3.93" for 10y 24hr AT-14 event Inflow = 3.53 cfs @ 12.13 hrs, Volume= 0.186 af Outflow = 3.33 cfs @ 12.15 hrs, Volume= 0.119 af, Atten= 6%, Lag= 1.3 min Discarded = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Primary = 3.33 cfs @ 12.15 hrs, Volume= 0.119 af Routed to Reach R2 : Eden Ave Secondary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Routed to Reach R2 : Eden Ave Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Peak Elev= 928.30' @ 12.15 hrs Surf.Area= 1,107 sf Storage= 3,437 cf Plug-Flow detention time= 152.5 min calculated for 0.119 af (64% of inflow) Center-of-Mass det. time= 76.5 min ( 826.0 - 749.5 ) 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 STMH 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 923.50'0.800 in/hr Exfiltration over Surface area above 923.50' Excluded Surface area = 1,107 sf #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, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 927.35' / 925.20' S= 0.0347 '/' Cc= 0.900 Page 615 of 1042 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 81HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC n= 0.012 Concrete pipe, finished, Flow Area= 1.23 sf #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=0.00 cfs @ 0.00 hrs HW=922.25' (Free Discharge) 1=Exfiltration ( Controls 0.00 cfs) Primary OutFlow Max=3.33 cfs @ 12.15 hrs HW=928.30' (Free Discharge) 2=12'' Pipe Out (Exist) (Passes 3.33 cfs of 6.22 cfs potential flow) 3=15'' Pipe (OCS to Exist) (Inlet Controls 3.33 cfs @ 3.32 fps) Secondary OutFlow Max=0.00 cfs @ 0.00 hrs HW=922.25' (Free Discharge) 4=EOF - Rim ( Controls 0.00 cfs) Page 616 of 1042 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28"24614 PROPOSED Printed 4/30/2025Prepared 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 - 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 617 of 1042 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 83HydroCAD® 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=0.569 ac Peak Elev=928.30' Storage=3,437 cf 3.53 cfs 3.33 cfs 0.00 cfs 3.33 cfs 0.00 cfs Pond 2P: Basin 2 - Underground Storage & Infiltration System Surface Storage Stage-Area-Storage Storage (cubic-feet) 3,5003,0002,5002,0001,5001,0005000 Surface/Horizontal/Wetted Area (sq-ft) 1,1001,0009008007006005004003002001000Elevation (feet)932 931 930 929 928 927 926 925 924 923 Field A ADS_StormTech MC-3500 d +Cap OCS 2 STMH 1 Page 618 of 1042 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.28"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 84HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond 2P: Basin 2 - Underground Storage & Infiltration System Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 922.25 13 0 922.35 13 1 922.45 13 3 922.55 13 4 922.65 13 5 922.75 13 7 922.85 13 8 922.95 13 9 923.05 13 10 923.15 13 12 923.25 13 13 923.35 13 14 923.45 13 16 923.55 1,107 39 923.65 1,107 84 923.75 1,107 129 923.85 1,107 174 923.95 1,107 219 924.05 1,107 264 924.15 1,107 309 924.25 1,107 354 924.35 1,107 446 924.45 1,107 538 924.55 1,107 629 924.65 1,107 719 924.75 1,107 810 924.85 1,107 900 924.95 1,107 989 925.05 1,107 1,079 925.15 1,107 1,167 925.25 1,107 1,256 925.35 1,107 1,343 925.45 1,107 1,431 925.55 1,107 1,517 925.65 1,107 1,603 925.75 1,107 1,689 925.85 1,107 1,775 925.95 1,107 1,860 926.05 1,107 1,944 926.15 1,107 2,028 926.25 1,107 2,111 926.35 1,107 2,192 926.45 1,107 2,273 926.55 1,107 2,353 926.65 1,107 2,431 926.75 1,107 2,509 926.85 1,107 2,585 926.95 1,107 2,659 927.05 1,107 2,732 927.15 1,107 2,803 927.25 1,107 2,873 927.35 1,107 2,940 Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 927.45 1,107 3,004 927.55 1,107 3,066 927.65 1,107 3,123 927.75 1,107 3,175 927.85 1,107 3,225 927.95 1,107 3,274 928.05 1,107 3,320 928.15 1,107 3,367 928.25 1,107 3,413 928.35 1,107 3,460 928.45 1,107 3,506 928.55 1,107 3,552 928.65 1,107 3,599 928.75 1,107 3,645 928.85 1,107 3,691 928.95 1,107 3,738 929.05 1,107 3,762 929.15 1,107 3,765 929.25 1,107 3,767 929.35 1,107 3,770 929.45 1,107 3,773 929.55 1,107 3,775 929.65 1,107 3,778 929.75 1,107 3,780 929.85 1,107 3,783 929.95 1,107 3,786 930.05 1,107 3,788 930.15 1,107 3,791 930.25 1,107 3,793 930.35 1,107 3,796 930.45 1,107 3,799 930.55 1,107 3,801 930.65 1,107 3,804 930.75 1,107 3,806 930.85 1,107 3,809 930.95 1,107 3,812 931.05 1,107 3,814 931.15 1,107 3,817 931.25 1,107 3,819 931.35 1,107 3,822 931.45 1,107 3,825 931.55 1,107 3,827 931.65 1,107 3,830 931.75 1,107 3,832 931.85 1,107 3,835 931.95 1,107 3,838 Page 619 of 1042 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 85HydroCAD® 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=228 sf 0.44% Impervious Runoff Depth=5.16"Subcatchment PR OFF 1A: PR OFF 1A - Drains Tc=15.0 min CN=WQ Runoff=0.03 cfs 0.002 af Runoff Area=3,373 sf 57.78% Impervious Runoff Depth=6.36"Subcatchment PR OFF 1B: PR OFF 1B - Tc=10.0 min CN=WQ Runoff=0.68 cfs 0.041 af Runoff Area=556 sf 32.91% Impervious Runoff Depth=5.84"Subcatchment PR OFF 2A: PR OFF 2A - Tc=10.0 min CN=WQ Runoff=0.11 cfs 0.006 af Runoff Area=9,335 sf 43.88% Impervious Runoff Depth=6.07"Subcatchment PR OFF 2B: PR OFF 2B - Tc=10.0 min CN=WQ Runoff=1.84 cfs 0.108 af Runoff Area=1,397 sf 3.22% Impervious Runoff Depth=5.22"Subcatchment PR OFF 3: PR Off 3 - Drains Tc=15.0 min CN=WQ Runoff=0.21 cfs 0.014 af Runoff Area=22,292 sf 98.51% Impervious Runoff Depth=7.22"Subcatchment PR1A: PR1A - Drains to Tc=6.0 min CN=WQ Runoff=5.71 cfs 0.308 af Runoff Area=4,544 sf 41.51% Impervious Runoff Depth=6.02"Subcatchment PR1B: PR1B - Drains to Tc=10.0 min CN=WQ Runoff=0.89 cfs 0.052 af Runoff Area=24,218 sf 95.12% Impervious Runoff Depth=7.15"Subcatchment PR2A: PR2A - Drains to Tc=6.0 min CN=WQ Runoff=6.17 cfs 0.331 af Runoff Area=4,992 sf 37.78% Impervious Runoff Depth=5.94"Subcatchment PR2B: PR2B - Drains to Tc=10.0 min CN=WQ Runoff=0.97 cfs 0.057 af Runoff Area=3,356 sf 11.38% Impervious Runoff Depth=5.39"Subcatchment PR3: PR3 - Drains to Hwy Tc=15.0 min CN=WQ Runoff=0.52 cfs 0.035 af Inflow=7.16 cfs 0.317 afReach R1: Arcadia Ave Outflow=7.16 cfs 0.317 af Inflow=8.58 cfs 0.435 afReach R2: Eden Ave Outflow=8.58 cfs 0.435 af Inflow=0.74 cfs 0.049 afReach R3: Hwy 100 Outflow=0.74 cfs 0.049 af Inflow=16.10 cfs 0.800 afReach Total: Total Site Area Outflow=16.10 cfs 0.800 af Peak Elev=927.39' Storage=2,993 cf Inflow=5.73 cfs 0.310 afPond 1P: Basin 1 - Underground Storage & Discarded=0.02 cfs 0.087 af Primary=5.73 cfs 0.223 af Secondary=0.00 cfs 0.000 af Outflow=5.75 cfs 0.310 af Peak Elev=928.91' Storage=3,720 cf Inflow=6.26 cfs 0.337 afPond 2P: Basin 2 - Underground Storage & Discarded=0.00 cfs 0.000 af Primary=5.72 cfs 0.269 af Secondary=0.09 cfs 0.000 af Outflow=5.81 cfs 0.270 af Page 620 of 1042 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 86HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Total Runoff Area = 1.705 ac Runoff Volume = 0.955 af Average Runoff Depth = 6.72" 25.40% Pervious = 0.433 ac 74.60% Impervious = 1.272 ac Page 621 of 1042 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 87HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment PR OFF 1A: PR OFF 1A - Drains to Basin 1 then to Arcadia Ave Runoff = 0.03 cfs @ 12.23 hrs, Volume= 0.002 af, Depth= 5.16" 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 1 98 Paved parking, HSG D 227 80 >75% Grass cover, Good, HSG D 228 Weighted Average 227 99.56% Pervious Area 1 0.44% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.0 Direct Entry, Subcatchment PR OFF 1A: PR OFF 1A - Drains to Basin 1 then to Arcadia Ave Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)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 100y 24hr AT-14 Rainfall=7.49" Runoff Area=228 sf Runoff Volume=0.002 af Runoff Depth=5.16" Tc=15.0 min CN=WQ 0.03 cfs Page 622 of 1042 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 88HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment PR OFF 1B: PR OFF 1B - Drains to Arcadia Ave Runoff = 0.68 cfs @ 12.17 hrs, Volume= 0.041 af, Depth= 6.36" Routed to Reach R1 : Arcadia Ave 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 1,949 98 Paved parking, HSG D 1,424 80 >75% Grass cover, Good, HSG D 3,373 Weighted Average 1,424 42.22% Pervious Area 1,949 57.78% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment PR OFF 1B: PR OFF 1B - Drains to Arcadia Ave Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)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 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49" Runoff Area=3,373 sf Runoff Volume=0.041 af Runoff Depth=6.36" Tc=10.0 min CN=WQ 0.68 cfs Page 623 of 1042 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 89HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment PR OFF 2A: PR OFF 2A - Drains to Basin 2 then to Eden Ave Runoff = 0.11 cfs @ 12.17 hrs, Volume= 0.006 af, Depth= 5.84" 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 183 98 Paved parking, HSG D 373 80 >75% Grass cover, Good, HSG D 556 Weighted Average 373 67.09% Pervious Area 183 32.91% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment PR OFF 2A: PR OFF 2A - Drains to Basin 2 then to Eden Ave 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 100y 24hr AT-14 Rainfall=7.49" Runoff Area=556 sf Runoff Volume=0.006 af Runoff Depth=5.84" Tc=10.0 min CN=WQ 0.11 cfs Page 624 of 1042 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 90HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment PR OFF 2B: PR OFF 2B - Drains to Eden Ave Runoff = 1.84 cfs @ 12.17 hrs, Volume= 0.108 af, Depth= 6.07" Routed to Reach R2 : Eden Ave 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 4,096 98 Paved parking, HSG D 5,239 80 >75% Grass cover, Good, HSG D 9,335 Weighted Average 5,239 56.12% Pervious Area 4,096 43.88% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment PR OFF 2B: PR OFF 2B - Drains to Eden Ave Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)210MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49" Runoff Area=9,335 sf Runoff Volume=0.108 af Runoff Depth=6.07" Tc=10.0 min CN=WQ 1.84 cfs Page 625 of 1042 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 91HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment PR OFF 3: PR Off 3 - Drains to Hwy 100 Runoff = 0.21 cfs @ 12.23 hrs, Volume= 0.014 af, Depth= 5.22" 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 45 98 Paved parking, HSG D 1,352 80 >75% Grass cover, Good, HSG D 1,397 Weighted Average 1,352 96.78% Pervious Area 45 3.22% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.0 Direct Entry, Subcatchment PR OFF 3: PR Off 3 - Drains to Hwy 100 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=1,397 sf Runoff Volume=0.014 af Runoff Depth=5.22" Tc=15.0 min CN=WQ 0.21 cfs Page 626 of 1042 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 92HydroCAD® 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 = 5.71 cfs @ 12.13 hrs, Volume= 0.308 af, Depth= 7.22" 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 21,959 98 Paved parking, HSG D 333 80 >75% Grass cover, Good, HSG D 22,292 Weighted Average 333 1.49% Pervious Area 21,959 98.51% 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)6543210MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49" Runoff Area=22,292 sf Runoff Volume=0.308 af Runoff Depth=7.22" Tc=6.0 min CN=WQ 5.71 cfs Page 627 of 1042 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 93HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment PR1B: PR1B - Drains to Arcadia Ave Runoff = 0.89 cfs @ 12.17 hrs, Volume= 0.052 af, Depth= 6.02" Routed to Reach R1 : Arcadia Ave 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 1,886 98 Paved parking, HSG D 2,658 80 >75% Grass cover, Good, HSG D 4,544 Weighted Average 2,658 58.49% Pervious Area 1,886 41.51% 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)0.95 0.9 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 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49" Runoff Area=4,544 sf Runoff Volume=0.052 af Runoff Depth=6.02" Tc=10.0 min CN=WQ 0.89 cfs Page 628 of 1042 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 94HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment PR2A: PR2A - Drains to Basin 2 then to Eden Ave Runoff = 6.17 cfs @ 12.13 hrs, Volume= 0.331 af, Depth= 7.15" 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 23,035 98 Paved parking, HSG D 1,183 80 >75% Grass cover, Good, HSG D 24,218 Weighted Average 1,183 4.88% Pervious Area 23,035 95.12% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Subcatchment PR2A: PR2A - Drains to Basin 2 then to Eden Ave Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)6543210MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49" Runoff Area=24,218 sf Runoff Volume=0.331 af Runoff Depth=7.15" Tc=6.0 min CN=WQ 6.17 cfs Page 629 of 1042 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 95HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment PR2B: PR2B - Drains to Eden Ave Runoff = 0.97 cfs @ 12.17 hrs, Volume= 0.057 af, Depth= 5.94" Routed to Reach R2 : Eden Ave 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 1,886 98 Paved parking, HSG D 3,106 80 >75% Grass cover, Good, HSG D 4,992 Weighted Average 3,106 62.22% Pervious Area 1,886 37.78% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment PR2B: PR2B - Drains to Eden Ave Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)10MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49" Runoff Area=4,992 sf Runoff Volume=0.057 af Runoff Depth=5.94" Tc=10.0 min CN=WQ 0.97 cfs Page 630 of 1042 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 96HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment PR3: PR3 - Drains to Hwy 100 Runoff = 0.52 cfs @ 12.23 hrs, Volume= 0.035 af, Depth= 5.39" 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 382 98 Paved parking, HSG D 2,974 80 >75% Grass cover, Good, HSG D 3,356 Weighted Average 2,974 88.62% Pervious Area 382 11.38% 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)0.55 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=3,356 sf Runoff Volume=0.035 af Runoff Depth=5.39" Tc=15.0 min CN=WQ 0.52 cfs Page 631 of 1042 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 97HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Reach R1: Arcadia Ave [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 0.699 ac, 84.75% Impervious, Inflow Depth = 5.44" for 100y 24hr AT-14 event Inflow = 7.16 cfs @ 12.14 hrs, Volume= 0.317 af Outflow = 7.16 cfs @ 12.14 hrs, Volume= 0.317 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 Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)876543210Inflow Area=0.699 ac 7.16 cfs 7.16 cfs Page 632 of 1042 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 98HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Reach R2: Eden Ave [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 0.898 ac, 74.68% Impervious, Inflow Depth = 5.82" for 100y 24hr AT-14 event Inflow = 8.58 cfs @ 12.16 hrs, Volume= 0.435 af Outflow = 8.58 cfs @ 12.16 hrs, Volume= 0.435 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 Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)9876543210Inflow Area=0.898 ac 8.58 cfs 8.58 cfs Page 633 of 1042 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 99HydroCAD® 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 = 0.109 ac, 8.98% Impervious, Inflow Depth = 5.34" for 100y 24hr AT-14 event Inflow = 0.74 cfs @ 12.23 hrs, Volume= 0.049 af Outflow = 0.74 cfs @ 12.23 hrs, Volume= 0.049 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)0.8 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=0.109 ac 0.74 cfs 0.74 cfs Page 634 of 1042 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 100HydroCAD® 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 = 1.705 ac, 74.60% Impervious, Inflow Depth = 5.63" for 100y 24hr AT-14 event Inflow = 16.10 cfs @ 12.15 hrs, Volume= 0.800 af Outflow = 16.10 cfs @ 12.15 hrs, Volume= 0.800 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)18 17 16 15 14 13 12 11 109876543210 Inflow Area=1.705 ac 16.10 cfs 16.10 cfs Page 635 of 1042 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 101HydroCAD® 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 = 0.517 ac, 97.51% Impervious, Inflow Depth = 7.20" for 100y 24hr AT-14 event Inflow = 5.73 cfs @ 12.13 hrs, Volume= 0.310 af Outflow = 5.75 cfs @ 12.12 hrs, Volume= 0.310 af, Atten= 0%, Lag= 0.0 min Discarded = 0.02 cfs @ 11.45 hrs, Volume= 0.087 af Primary = 5.73 cfs @ 12.12 hrs, Volume= 0.223 af Routed to Reach R1 : Arcadia Ave Secondary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Routed to Reach R1 : Arcadia Ave Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Peak Elev= 927.39' @ 12.12 hrs Surf.Area= 1,029 sf Storage= 2,993 cf Plug-Flow detention time= 329.2 min calculated for 0.310 af (100% of inflow) Center-of-Mass det. time= 329.3 min ( 1,070.5 - 741.2 ) Volume Invert Avail.Storage Storage Description #1A 921.50' 1,085 cf 10.33'W x 99.00'L x 4.50'H Field A 4,603 cf Overall - 1,892 cf Embedded = 2,711 cf x 40.0% Voids #2A 922.00' 1,892 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 Row Length Adjustment= +10.00' x 9.62 sf x 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) 2,999 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, square edge headwall, Ke= 0.500 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, square edge headwall, Ke= 0.500 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 636 of 1042 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 102HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Discarded OutFlow Max=0.02 cfs @ 11.45 hrs HW=924.61' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.02 cfs) Primary OutFlow Max=5.69 cfs @ 12.12 hrs HW=927.37' (Free Discharge) 2=12'' Pipe Out (Exist) (Inlet Controls 5.69 cfs @ 7.25 fps) 3=15'' Pipe (OCS to Exist) (Passes 5.69 cfs of 8.23 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 637 of 1042 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 103HydroCAD® 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 Row Length Adjustment= +10.00' x 9.62 sf x 2 rows 42.0" Wide + 16.0" Spacing = 58.0" C-C Row Spacing 4 Chambers/Row x 20.00' Long +10.00' Row Adjustment +3.50' Header x 2 = 97.00' Row Length +12.0" End Stone x 2 = 99.00' 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 +10.00' Row Adjustment x 9.62 sf x 2 Rows + 8.33' Header x 9.62 sf x 2 = 1,892.2 cf Chamber Storage 4,603.5 cf Field - 1,892.2 cf Chambers = 2,711.3 cf Stone x 40.0% Voids = 1,084.5 cf Stone Storage Chamber Storage + Stone Storage = 2,976.7 cf = 0.068 af Overall Storage Efficiency = 64.7% Overall System Size = 99.00' x 10.33' x 4.50' 8 Chambers 170.5 cy Field 100.4 cy Stone Page 638 of 1042 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 104HydroCAD® 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)6543210Inflow Area=0.517 ac Peak Elev=927.39' Storage=2,993 cf 5.73 cfs 5.75 cfs 0.02 cfs 5.73 cfs 0.00 cfs Pond 1P: Basin 1 - Underground Storage & Infiltration System Surface Storage Stage-Area-Storage Storage (cubic-feet) 2,5002,0001,5001,0005000 Surface/Horizontal/Wetted Area (sq-ft) 1,0009008007006005004003002001000Elevation (feet)928 927 926 925 924 923 922 Field A CMP Round 42 Catch Basin (2 X 3) Page 639 of 1042 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 105HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond 1P: Basin 1 - Underground Storage & Infiltration System Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 921.50 1,023 0 921.60 1,023 41 921.70 1,023 82 921.80 1,023 123 921.90 1,023 164 922.00 1,023 205 922.10 1,023 255 922.20 1,023 312 922.30 1,023 374 922.40 1,023 440 922.50 1,023 509 922.60 1,023 580 922.70 1,023 653 922.80 1,023 727 922.90 1,023 804 923.00 1,023 881 923.10 1,023 960 923.20 1,023 1,040 923.30 1,023 1,120 923.40 1,023 1,202 923.50 1,023 1,283 923.60 1,023 1,365 923.70 1,023 1,447 923.80 1,023 1,529 923.90 1,023 1,612 924.00 1,023 1,694 924.10 1,023 1,775 924.20 1,023 1,856 924.30 1,023 1,937 924.40 1,023 2,016 924.50 1,023 2,095 924.60 1,029 2,173 924.70 1,029 2,250 924.80 1,029 2,325 924.90 1,029 2,399 925.00 1,029 2,470 925.10 1,029 2,540 925.20 1,029 2,606 925.30 1,029 2,669 925.40 1,029 2,727 925.50 1,029 2,777 925.60 1,029 2,819 925.70 1,029 2,861 925.80 1,029 2,902 925.90 1,029 2,944 926.00 1,029 2,985 926.10 1,029 2,986 926.20 1,029 2,986 926.30 1,029 2,987 926.40 1,029 2,987 926.50 1,029 2,988 926.60 1,029 2,989 Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 926.70 1,029 2,989 926.80 1,029 2,990 926.90 1,029 2,990 927.00 1,029 2,991 927.10 1,029 2,992 927.20 1,029 2,992 927.30 1,029 2,993 927.40 1,029 2,993 927.50 1,029 2,994 927.60 1,029 2,995 927.70 1,029 2,995 927.80 1,029 2,996 927.90 1,029 2,996 928.00 1,029 2,997 928.10 1,029 2,998 928.20 1,029 2,998 928.30 1,029 2,999 Page 640 of 1042 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 106HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Pond 2P: Basin 2 - Underground Storage & Infiltration System Inflow Area = 0.569 ac, 93.72% Impervious, Inflow Depth = 7.12" for 100y 24hr AT-14 event Inflow = 6.26 cfs @ 12.13 hrs, Volume= 0.337 af Outflow = 5.81 cfs @ 12.15 hrs, Volume= 0.270 af, Atten= 7%, Lag= 1.5 min Discarded = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Primary = 5.72 cfs @ 12.15 hrs, Volume= 0.269 af Routed to Reach R2 : Eden Ave Secondary = 0.09 cfs @ 12.15 hrs, Volume= 0.000 af Routed to Reach R2 : Eden Ave Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Peak Elev= 928.91' @ 12.15 hrs Surf.Area= 1,107 sf Storage= 3,720 cf Plug-Flow detention time= 116.3 min calculated for 0.270 af (80% of inflow) Center-of-Mass det. time= 56.6 min ( 799.1 - 742.5 ) 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 STMH 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 923.50'0.800 in/hr Exfiltration over Surface area above 923.50' Excluded Surface area = 1,107 sf #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, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 927.35' / 925.20' S= 0.0347 '/' Cc= 0.900 Page 641 of 1042 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 107HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC n= 0.012 Concrete pipe, finished, Flow Area= 1.23 sf #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=0.00 cfs @ 0.00 hrs HW=922.25' (Free Discharge) 1=Exfiltration ( Controls 0.00 cfs) Primary OutFlow Max=5.71 cfs @ 12.15 hrs HW=928.91' (Free Discharge) 2=12'' Pipe Out (Exist) (Passes 5.71 cfs of 6.88 cfs potential flow) 3=15'' Pipe (OCS to Exist) (Inlet Controls 5.71 cfs @ 4.65 fps) Secondary OutFlow Max=0.09 cfs @ 12.15 hrs HW=928.91' (Free Discharge) 4=EOF - Rim (Orifice Controls 0.09 cfs @ 2.20 fps) Page 642 of 1042 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 108HydroCAD® 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 643 of 1042 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 109HydroCAD® 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)76543210Inflow Area=0.569 ac Peak Elev=928.91' Storage=3,720 cf 6.26 cfs 5.81 cfs 0.00 cfs 5.72 cfs 0.09 cfs Pond 2P: Basin 2 - Underground Storage & Infiltration System Surface Storage Stage-Area-Storage Storage (cubic-feet) 3,5003,0002,5002,0001,5001,0005000 Surface/Horizontal/Wetted Area (sq-ft) 1,1001,0009008007006005004003002001000Elevation (feet)932 931 930 929 928 927 926 925 924 923 Field A ADS_StormTech MC-3500 d +Cap OCS 2 STMH 1 Page 644 of 1042 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.49"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 110HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond 2P: Basin 2 - Underground Storage & Infiltration System Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 922.25 13 0 922.35 13 1 922.45 13 3 922.55 13 4 922.65 13 5 922.75 13 7 922.85 13 8 922.95 13 9 923.05 13 10 923.15 13 12 923.25 13 13 923.35 13 14 923.45 13 16 923.55 1,107 39 923.65 1,107 84 923.75 1,107 129 923.85 1,107 174 923.95 1,107 219 924.05 1,107 264 924.15 1,107 309 924.25 1,107 354 924.35 1,107 446 924.45 1,107 538 924.55 1,107 629 924.65 1,107 719 924.75 1,107 810 924.85 1,107 900 924.95 1,107 989 925.05 1,107 1,079 925.15 1,107 1,167 925.25 1,107 1,256 925.35 1,107 1,343 925.45 1,107 1,431 925.55 1,107 1,517 925.65 1,107 1,603 925.75 1,107 1,689 925.85 1,107 1,775 925.95 1,107 1,860 926.05 1,107 1,944 926.15 1,107 2,028 926.25 1,107 2,111 926.35 1,107 2,192 926.45 1,107 2,273 926.55 1,107 2,353 926.65 1,107 2,431 926.75 1,107 2,509 926.85 1,107 2,585 926.95 1,107 2,659 927.05 1,107 2,732 927.15 1,107 2,803 927.25 1,107 2,873 927.35 1,107 2,940 Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 927.45 1,107 3,004 927.55 1,107 3,066 927.65 1,107 3,123 927.75 1,107 3,175 927.85 1,107 3,225 927.95 1,107 3,274 928.05 1,107 3,320 928.15 1,107 3,367 928.25 1,107 3,413 928.35 1,107 3,460 928.45 1,107 3,506 928.55 1,107 3,552 928.65 1,107 3,599 928.75 1,107 3,645 928.85 1,107 3,691 928.95 1,107 3,738 929.05 1,107 3,762 929.15 1,107 3,765 929.25 1,107 3,767 929.35 1,107 3,770 929.45 1,107 3,773 929.55 1,107 3,775 929.65 1,107 3,778 929.75 1,107 3,780 929.85 1,107 3,783 929.95 1,107 3,786 930.05 1,107 3,788 930.15 1,107 3,791 930.25 1,107 3,793 930.35 1,107 3,796 930.45 1,107 3,799 930.55 1,107 3,801 930.65 1,107 3,804 930.75 1,107 3,806 930.85 1,107 3,809 930.95 1,107 3,812 931.05 1,107 3,814 931.15 1,107 3,817 931.25 1,107 3,819 931.35 1,107 3,822 931.45 1,107 3,825 931.55 1,107 3,827 931.65 1,107 3,830 931.75 1,107 3,832 931.85 1,107 3,835 931.95 1,107 3,838 Page 645 of 1042 MSE 24-hr 3 WQ-EVENT (1.0'') Rainfall=1.00"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 111HydroCAD® 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=228 sf 0.44% Impervious Runoff Depth=0.09"Subcatchment PR OFF 1A: PR OFF 1A - Drains Tc=15.0 min CN=WQ Runoff=0.00 cfs 0.000 af Runoff Area=3,373 sf 57.78% Impervious Runoff Depth=0.49"Subcatchment PR OFF 1B: PR OFF 1B - Tc=10.0 min CN=WQ Runoff=0.05 cfs 0.003 af Runoff Area=556 sf 32.91% Impervious Runoff Depth=0.32"Subcatchment PR OFF 2A: PR OFF 2A - Tc=10.0 min CN=WQ Runoff=0.01 cfs 0.000 af Runoff Area=9,335 sf 43.88% Impervious Runoff Depth=0.39"Subcatchment PR OFF 2B: PR OFF 2B - Tc=10.0 min CN=WQ Runoff=0.11 cfs 0.007 af Runoff Area=1,397 sf 3.22% Impervious Runoff Depth=0.11"Subcatchment PR OFF 3: PR Off 3 - Drains Tc=15.0 min CN=WQ Runoff=0.00 cfs 0.000 af Runoff Area=22,292 sf 98.51% Impervious Runoff Depth=0.78"Subcatchment PR1A: PR1A - Drains to Tc=6.0 min CN=WQ Runoff=0.69 cfs 0.033 af Runoff Area=4,544 sf 41.51% Impervious Runoff Depth=0.38"Subcatchment PR1B: PR1B - Drains to Tc=10.0 min CN=WQ Runoff=0.05 cfs 0.003 af Runoff Area=24,218 sf 95.12% Impervious Runoff Depth=0.76"Subcatchment PR2A: PR2A - Drains to Tc=6.0 min CN=WQ Runoff=0.72 cfs 0.035 af Runoff Area=4,992 sf 37.78% Impervious Runoff Depth=0.35"Subcatchment PR2B: PR2B - Drains to Tc=10.0 min CN=WQ Runoff=0.05 cfs 0.003 af Runoff Area=3,356 sf 11.38% Impervious Runoff Depth=0.16"Subcatchment PR3: PR3 - Drains to Hwy Tc=15.0 min CN=WQ Runoff=0.01 cfs 0.001 af Inflow=0.11 cfs 0.006 afReach R1: Arcadia Ave Outflow=0.11 cfs 0.006 af Inflow=0.17 cfs 0.010 afReach R2: Eden Ave Outflow=0.17 cfs 0.010 af Inflow=0.01 cfs 0.001 afReach R3: Hwy 100 Outflow=0.01 cfs 0.001 af Inflow=0.28 cfs 0.018 afReach Total: Total Site Area Outflow=0.28 cfs 0.018 af Peak Elev=923.04' Storage=915 cf Inflow=0.69 cfs 0.033 afPond 1P: Basin 1 - Underground Storage & Discarded=0.02 cfs 0.033 af Primary=0.00 cfs 0.000 af Secondary=0.00 cfs 0.000 af Outflow=0.02 cfs 0.033 af Peak Elev=925.58' Storage=1,541 cf Inflow=0.73 cfs 0.035 afPond 2P: Basin 2 - Underground Storage & Discarded=0.00 cfs 0.000 af Primary=0.00 cfs 0.000 af Secondary=0.00 cfs 0.000 af Outflow=0.00 cfs 0.000 af Page 646 of 1042 MSE 24-hr 3 WQ-EVENT (1.0'') Rainfall=1.00"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 112HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Total Runoff Area = 1.705 ac Runoff Volume = 0.087 af Average Runoff Depth = 0.61" 25.40% Pervious = 0.433 ac 74.60% Impervious = 1.272 ac Page 647 of 1042 MSE 24-hr 3 WQ-EVENT (1.0'') Rainfall=1.00"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 113HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment PR OFF 1A: PR OFF 1A - Drains to Basin 1 then to Arcadia Ave Runoff = 0.00 cfs @ 12.34 hrs, Volume= 0.000 af, Depth= 0.09" 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 WQ-EVENT (1.0'') Rainfall=1.00" Area (sf) CN Description 1 98 Paved parking, HSG D 227 80 >75% Grass cover, Good, HSG D 228 Weighted Average 227 99.56% Pervious Area 1 0.44% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.0 Direct Entry, Subcatchment PR OFF 1A: PR OFF 1A - Drains to Basin 1 then to Arcadia Ave Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00000000 MSE 24-hr 3 WQ-EVENT (1.0'') Rainfall=1.00" Runoff Area=228 sf Runoff Volume=0.000 af Runoff Depth=0.09" Tc=15.0 min CN=WQ 0.00 cfs Page 648 of 1042 MSE 24-hr 3 WQ-EVENT (1.0'') Rainfall=1.00"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 114HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment PR OFF 1B: PR OFF 1B - Drains to Arcadia Ave Runoff = 0.05 cfs @ 12.17 hrs, Volume= 0.003 af, Depth= 0.49" Routed to Reach R1 : Arcadia Ave 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 WQ-EVENT (1.0'') Rainfall=1.00" Area (sf) CN Description 1,949 98 Paved parking, HSG D 1,424 80 >75% Grass cover, Good, HSG D 3,373 Weighted Average 1,424 42.22% Pervious Area 1,949 57.78% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment PR OFF 1B: PR OFF 1B - Drains to Arcadia Ave Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)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 WQ-EVENT (1.0'') Rainfall=1.00" Runoff Area=3,373 sf Runoff Volume=0.003 af Runoff Depth=0.49" Tc=10.0 min CN=WQ 0.05 cfs Page 649 of 1042 MSE 24-hr 3 WQ-EVENT (1.0'') Rainfall=1.00"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 115HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment PR OFF 2A: PR OFF 2A - Drains to Basin 2 then to Eden Ave Runoff = 0.01 cfs @ 12.18 hrs, Volume= 0.000 af, Depth= 0.32" 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 WQ-EVENT (1.0'') Rainfall=1.00" Area (sf) CN Description 183 98 Paved parking, HSG D 373 80 >75% Grass cover, Good, HSG D 556 Weighted Average 373 67.09% Pervious Area 183 32.91% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment PR OFF 2A: PR OFF 2A - Drains to Basin 2 then to Eden Ave Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)0.005 0.005 0.004 0.004 0.003 0.003 0.002 0.002 0.001 0.001 0.0000 MSE 24-hr 3 WQ-EVENT (1.0'') Rainfall=1.00" Runoff Area=556 sf Runoff Volume=0.000 af Runoff Depth=0.32" Tc=10.0 min CN=WQ 0.01 cfs Page 650 of 1042 MSE 24-hr 3 WQ-EVENT (1.0'') Rainfall=1.00"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 116HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment PR OFF 2B: PR OFF 2B - Drains to Eden Ave Runoff = 0.11 cfs @ 12.18 hrs, Volume= 0.007 af, Depth= 0.39" Routed to Reach R2 : Eden Ave 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 WQ-EVENT (1.0'') Rainfall=1.00" Area (sf) CN Description 4,096 98 Paved parking, HSG D 5,239 80 >75% Grass cover, Good, HSG D 9,335 Weighted Average 5,239 56.12% Pervious Area 4,096 43.88% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment PR OFF 2B: PR OFF 2B - Drains to Eden Ave Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)0.125 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 WQ-EVENT (1.0'') Rainfall=1.00" Runoff Area=9,335 sf Runoff Volume=0.007 af Runoff Depth=0.39" Tc=10.0 min CN=WQ 0.11 cfs Page 651 of 1042 MSE 24-hr 3 WQ-EVENT (1.0'') Rainfall=1.00"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 117HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment PR OFF 3: PR Off 3 - Drains to Hwy 100 Runoff = 0.00 cfs @ 12.30 hrs, Volume= 0.000 af, Depth= 0.11" 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 WQ-EVENT (1.0'') Rainfall=1.00" Area (sf) CN Description 45 98 Paved parking, HSG D 1,352 80 >75% Grass cover, Good, HSG D 1,397 Weighted Average 1,352 96.78% Pervious Area 45 3.22% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.0 Direct Entry, Subcatchment PR OFF 3: PR Off 3 - Drains to Hwy 100 Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)0.003 0.003 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.000 0.000 0.000 0.0000 MSE 24-hr 3 WQ-EVENT (1.0'') Rainfall=1.00" Runoff Area=1,397 sf Runoff Volume=0.000 af Runoff Depth=0.11" Tc=15.0 min CN=WQ 0.00 cfs Page 652 of 1042 MSE 24-hr 3 WQ-EVENT (1.0'') Rainfall=1.00"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 118HydroCAD® 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 = 0.69 cfs @ 12.13 hrs, Volume= 0.033 af, Depth= 0.78" 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 WQ-EVENT (1.0'') Rainfall=1.00" Area (sf) CN Description 21,959 98 Paved parking, HSG D 333 80 >75% Grass cover, Good, HSG D 22,292 Weighted Average 333 1.49% Pervious Area 21,959 98.51% 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)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 MSE 24-hr 3 WQ-EVENT (1.0'') Rainfall=1.00" Runoff Area=22,292 sf Runoff Volume=0.033 af Runoff Depth=0.78" Tc=6.0 min CN=WQ 0.69 cfs Page 653 of 1042 MSE 24-hr 3 WQ-EVENT (1.0'') Rainfall=1.00"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 119HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment PR1B: PR1B - Drains to Arcadia Ave Runoff = 0.05 cfs @ 12.18 hrs, Volume= 0.003 af, Depth= 0.38" Routed to Reach R1 : Arcadia Ave 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 WQ-EVENT (1.0'') Rainfall=1.00" Area (sf) CN Description 1,886 98 Paved parking, HSG D 2,658 80 >75% Grass cover, Good, HSG D 4,544 Weighted Average 2,658 58.49% Pervious Area 1,886 41.51% 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)0.055 0.05 0.045 0.04 0.035 0.03 0.025 0.02 0.015 0.01 0.0050 MSE 24-hr 3 WQ-EVENT (1.0'') Rainfall=1.00" Runoff Area=4,544 sf Runoff Volume=0.003 af Runoff Depth=0.38" Tc=10.0 min CN=WQ 0.05 cfs Page 654 of 1042 MSE 24-hr 3 WQ-EVENT (1.0'') Rainfall=1.00"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 120HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment PR2A: PR2A - Drains to Basin 2 then to Eden Ave Runoff = 0.72 cfs @ 12.13 hrs, Volume= 0.035 af, Depth= 0.76" 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 WQ-EVENT (1.0'') Rainfall=1.00" Area (sf) CN Description 23,035 98 Paved parking, HSG D 1,183 80 >75% Grass cover, Good, HSG D 24,218 Weighted Average 1,183 4.88% Pervious Area 23,035 95.12% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Subcatchment PR2A: PR2A - Drains to Basin 2 then to Eden Ave Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)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 MSE 24-hr 3 WQ-EVENT (1.0'') Rainfall=1.00" Runoff Area=24,218 sf Runoff Volume=0.035 af Runoff Depth=0.76" Tc=6.0 min CN=WQ 0.72 cfs Page 655 of 1042 MSE 24-hr 3 WQ-EVENT (1.0'') Rainfall=1.00"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 121HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment PR2B: PR2B - Drains to Eden Ave Runoff = 0.05 cfs @ 12.18 hrs, Volume= 0.003 af, Depth= 0.35" Routed to Reach R2 : Eden Ave 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 WQ-EVENT (1.0'') Rainfall=1.00" Area (sf) CN Description 1,886 98 Paved parking, HSG D 3,106 80 >75% Grass cover, Good, HSG D 4,992 Weighted Average 3,106 62.22% Pervious Area 1,886 37.78% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment PR2B: PR2B - Drains to Eden Ave Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)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 WQ-EVENT (1.0'') Rainfall=1.00" Runoff Area=4,992 sf Runoff Volume=0.003 af Runoff Depth=0.35" Tc=10.0 min CN=WQ 0.05 cfs Page 656 of 1042 MSE 24-hr 3 WQ-EVENT (1.0'') Rainfall=1.00"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 122HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment PR3: PR3 - Drains to Hwy 100 Runoff = 0.01 cfs @ 12.25 hrs, Volume= 0.001 af, Depth= 0.16" 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 WQ-EVENT (1.0'') Rainfall=1.00" Area (sf) CN Description 382 98 Paved parking, HSG D 2,974 80 >75% Grass cover, Good, HSG D 3,356 Weighted Average 2,974 88.62% Pervious Area 382 11.38% 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)0.013 0.012 0.011 0.011 0.01 0.01 0.009 0.009 0.008 0.008 0.007 0.007 0.006 0.006 0.005 0.005 0.004 0.004 0.003 0.003 0.002 0.002 0.001 0.001 0.0000 MSE 24-hr 3 WQ-EVENT (1.0'') Rainfall=1.00" Runoff Area=3,356 sf Runoff Volume=0.001 af Runoff Depth=0.16" Tc=15.0 min CN=WQ 0.01 cfs Page 657 of 1042 MSE 24-hr 3 WQ-EVENT (1.0'') Rainfall=1.00"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 123HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Reach R1: Arcadia Ave [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 0.699 ac, 84.75% Impervious, Inflow Depth = 0.11" for WQ-EVENT (1.0'') event Inflow = 0.11 cfs @ 12.18 hrs, Volume= 0.006 af Outflow = 0.11 cfs @ 12.18 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 R1: Arcadia Ave Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)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=0.699 ac 0.11 cfs 0.11 cfs Page 658 of 1042 MSE 24-hr 3 WQ-EVENT (1.0'') Rainfall=1.00"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 124HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Reach R2: Eden Ave [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 0.898 ac, 74.68% Impervious, Inflow Depth = 0.14" for WQ-EVENT (1.0'') event Inflow = 0.17 cfs @ 12.18 hrs, Volume= 0.010 af Outflow = 0.17 cfs @ 12.18 hrs, Volume= 0.010 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 Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100Flow (cfs)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=0.898 ac 0.17 cfs 0.17 cfs Page 659 of 1042 MSE 24-hr 3 WQ-EVENT (1.0'') Rainfall=1.00"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 125HydroCAD® 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 = 0.109 ac, 8.98% Impervious, Inflow Depth = 0.15" for WQ-EVENT (1.0'') event Inflow = 0.01 cfs @ 12.26 hrs, Volume= 0.001 af Outflow = 0.01 cfs @ 12.26 hrs, Volume= 0.001 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)0.015 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 Inflow Area=0.109 ac 0.01 cfs 0.01 cfs Page 660 of 1042 MSE 24-hr 3 WQ-EVENT (1.0'') Rainfall=1.00"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 126HydroCAD® 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 = 1.705 ac, 74.60% Impervious, Inflow Depth = 0.13" for WQ-EVENT (1.0'') event Inflow = 0.28 cfs @ 12.18 hrs, Volume= 0.018 af Outflow = 0.28 cfs @ 12.18 hrs, Volume= 0.018 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)0.3 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=1.705 ac 0.28 cfs 0.28 cfs Page 661 of 1042 MSE 24-hr 3 WQ-EVENT (1.0'') Rainfall=1.00"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 127HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Pond 1P: Basin 1 - Underground Storage & Infiltration System Inflow Area = 0.517 ac, 97.51% Impervious, Inflow Depth = 0.77" for WQ-EVENT (1.0'') event Inflow = 0.69 cfs @ 12.13 hrs, Volume= 0.033 af Outflow = 0.02 cfs @ 11.03 hrs, Volume= 0.033 af, Atten= 97%, Lag= 0.0 min Discarded = 0.02 cfs @ 11.03 hrs, Volume= 0.033 af Primary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Routed to Reach R1 : Arcadia Ave Secondary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Routed to Reach R1 : Arcadia Ave Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Peak Elev= 923.04' @ 13.73 hrs Surf.Area= 1,023 sf Storage= 915 cf Plug-Flow detention time= 448.3 min calculated for 0.033 af (100% of inflow) Center-of-Mass det. time= 448.3 min ( 1,224.1 - 775.8 ) Volume Invert Avail.Storage Storage Description #1A 921.50' 1,085 cf 10.33'W x 99.00'L x 4.50'H Field A 4,603 cf Overall - 1,892 cf Embedded = 2,711 cf x 40.0% Voids #2A 922.00' 1,892 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 Row Length Adjustment= +10.00' x 9.62 sf x 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) 2,999 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, square edge headwall, Ke= 0.500 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, square edge headwall, Ke= 0.500 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 662 of 1042 MSE 24-hr 3 WQ-EVENT (1.0'') Rainfall=1.00"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 128HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Discarded OutFlow Max=0.02 cfs @ 11.03 hrs HW=921.57' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.02 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=921.50' (Free Discharge) 2=12'' Pipe Out (Exist) ( Controls 0.00 cfs) 3=15'' Pipe (OCS to Exist) ( Controls 0.00 cfs) Secondary OutFlow Max=0.00 cfs @ 0.00 hrs HW=921.50' (Free Discharge) 4=EOF Rim ( Controls 0.00 cfs) Page 663 of 1042 MSE 24-hr 3 WQ-EVENT (1.0'') Rainfall=1.00"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 129HydroCAD® 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 Row Length Adjustment= +10.00' x 9.62 sf x 2 rows 42.0" Wide + 16.0" Spacing = 58.0" C-C Row Spacing 4 Chambers/Row x 20.00' Long +10.00' Row Adjustment +3.50' Header x 2 = 97.00' Row Length +12.0" End Stone x 2 = 99.00' 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 +10.00' Row Adjustment x 9.62 sf x 2 Rows + 8.33' Header x 9.62 sf x 2 = 1,892.2 cf Chamber Storage 4,603.5 cf Field - 1,892.2 cf Chambers = 2,711.3 cf Stone x 40.0% Voids = 1,084.5 cf Stone Storage Chamber Storage + Stone Storage = 2,976.7 cf = 0.068 af Overall Storage Efficiency = 64.7% Overall System Size = 99.00' x 10.33' x 4.50' 8 Chambers 170.5 cy Field 100.4 cy Stone Page 664 of 1042 MSE 24-hr 3 WQ-EVENT (1.0'') Rainfall=1.00"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 130HydroCAD® 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)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=0.517 ac Peak Elev=923.04' Storage=915 cf 0.69 cfs 0.02 cfs 0.02 cfs 0.00 cfs 0.00 cfs Pond 1P: Basin 1 - Underground Storage & Infiltration System Surface Storage Stage-Area-Storage Storage (cubic-feet) 2,5002,0001,5001,0005000 Surface/Horizontal/Wetted Area (sq-ft) 1,0009008007006005004003002001000Elevation (feet)928 927 926 925 924 923 922 Field A CMP Round 42 Catch Basin (2 X 3) Page 665 of 1042 MSE 24-hr 3 WQ-EVENT (1.0'') Rainfall=1.00"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 131HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond 1P: Basin 1 - Underground Storage & Infiltration System Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 921.50 1,023 0 921.60 1,023 41 921.70 1,023 82 921.80 1,023 123 921.90 1,023 164 922.00 1,023 205 922.10 1,023 255 922.20 1,023 312 922.30 1,023 374 922.40 1,023 440 922.50 1,023 509 922.60 1,023 580 922.70 1,023 653 922.80 1,023 727 922.90 1,023 804 923.00 1,023 881 923.10 1,023 960 923.20 1,023 1,040 923.30 1,023 1,120 923.40 1,023 1,202 923.50 1,023 1,283 923.60 1,023 1,365 923.70 1,023 1,447 923.80 1,023 1,529 923.90 1,023 1,612 924.00 1,023 1,694 924.10 1,023 1,775 924.20 1,023 1,856 924.30 1,023 1,937 924.40 1,023 2,016 924.50 1,023 2,095 924.60 1,029 2,173 924.70 1,029 2,250 924.80 1,029 2,325 924.90 1,029 2,399 925.00 1,029 2,470 925.10 1,029 2,540 925.20 1,029 2,606 925.30 1,029 2,669 925.40 1,029 2,727 925.50 1,029 2,777 925.60 1,029 2,819 925.70 1,029 2,861 925.80 1,029 2,902 925.90 1,029 2,944 926.00 1,029 2,985 926.10 1,029 2,986 926.20 1,029 2,986 926.30 1,029 2,987 926.40 1,029 2,987 926.50 1,029 2,988 926.60 1,029 2,989 Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 926.70 1,029 2,989 926.80 1,029 2,990 926.90 1,029 2,990 927.00 1,029 2,991 927.10 1,029 2,992 927.20 1,029 2,992 927.30 1,029 2,993 927.40 1,029 2,993 927.50 1,029 2,994 927.60 1,029 2,995 927.70 1,029 2,995 927.80 1,029 2,996 927.90 1,029 2,996 928.00 1,029 2,997 928.10 1,029 2,998 928.20 1,029 2,998 928.30 1,029 2,999 Page 666 of 1042 MSE 24-hr 3 WQ-EVENT (1.0'') Rainfall=1.00"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 132HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Summary for Pond 2P: Basin 2 - Underground Storage & Infiltration System Inflow Area = 0.569 ac, 93.72% Impervious, Inflow Depth = 0.75" for WQ-EVENT (1.0'') event Inflow = 0.73 cfs @ 12.13 hrs, Volume= 0.035 af Outflow = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af, Atten= 100%, Lag= 0.0 min Discarded = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Primary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Routed to Reach R2 : Eden Ave Secondary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Routed to Reach R2 : Eden Ave Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Peak Elev= 925.58' @ 24.57 hrs Surf.Area= 1,107 sf Storage= 1,541 cf Plug-Flow detention time= (not calculated: initial storage exceeds outflow) Center-of-Mass det. time= (not calculated: no outflow) 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 STMH 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 923.50'0.800 in/hr Exfiltration over Surface area above 923.50' Excluded Surface area = 1,107 sf #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, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 927.35' / 925.20' S= 0.0347 '/' Cc= 0.900 Page 667 of 1042 MSE 24-hr 3 WQ-EVENT (1.0'') Rainfall=1.00"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 133HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC n= 0.012 Concrete pipe, finished, Flow Area= 1.23 sf #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=0.00 cfs @ 0.00 hrs HW=922.25' (Free Discharge) 1=Exfiltration ( Controls 0.00 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=922.25' (Free Discharge) 2=12'' Pipe Out (Exist) ( Controls 0.00 cfs) 3=15'' Pipe (OCS to Exist) ( Controls 0.00 cfs) Secondary OutFlow Max=0.00 cfs @ 0.00 hrs HW=922.25' (Free Discharge) 4=EOF - Rim ( Controls 0.00 cfs) Page 668 of 1042 MSE 24-hr 3 WQ-EVENT (1.0'') Rainfall=1.00"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 134HydroCAD® 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 669 of 1042 MSE 24-hr 3 WQ-EVENT (1.0'') Rainfall=1.00"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 135HydroCAD® 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)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=0.569 ac Peak Elev=925.58' Storage=1,541 cf 0.73 cfs 0.00 cfs 0.00 cfs 0.00 cfs 0.00 cfs Pond 2P: Basin 2 - Underground Storage & Infiltration System Surface Storage Stage-Area-Storage Storage (cubic-feet) 3,5003,0002,5002,0001,5001,0005000 Surface/Horizontal/Wetted Area (sq-ft) 1,1001,0009008007006005004003002001000Elevation (feet)932 931 930 929 928 927 926 925 924 923 Field A ADS_StormTech MC-3500 d +Cap OCS 2 STMH 1 Page 670 of 1042 MSE 24-hr 3 WQ-EVENT (1.0'') Rainfall=1.00"24614 PROPOSED Printed 4/30/2025Prepared by Civil Site Group Page 136HydroCAD® 10.20-6a s/n 02202 © 2024 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond 2P: Basin 2 - Underground Storage & Infiltration System Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 922.25 13 0 922.35 13 1 922.45 13 3 922.55 13 4 922.65 13 5 922.75 13 7 922.85 13 8 922.95 13 9 923.05 13 10 923.15 13 12 923.25 13 13 923.35 13 14 923.45 13 16 923.55 1,107 39 923.65 1,107 84 923.75 1,107 129 923.85 1,107 174 923.95 1,107 219 924.05 1,107 264 924.15 1,107 309 924.25 1,107 354 924.35 1,107 446 924.45 1,107 538 924.55 1,107 629 924.65 1,107 719 924.75 1,107 810 924.85 1,107 900 924.95 1,107 989 925.05 1,107 1,079 925.15 1,107 1,167 925.25 1,107 1,256 925.35 1,107 1,343 925.45 1,107 1,431 925.55 1,107 1,517 925.65 1,107 1,603 925.75 1,107 1,689 925.85 1,107 1,775 925.95 1,107 1,860 926.05 1,107 1,944 926.15 1,107 2,028 926.25 1,107 2,111 926.35 1,107 2,192 926.45 1,107 2,273 926.55 1,107 2,353 926.65 1,107 2,431 926.75 1,107 2,509 926.85 1,107 2,585 926.95 1,107 2,659 927.05 1,107 2,732 927.15 1,107 2,803 927.25 1,107 2,873 927.35 1,107 2,940 Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 927.45 1,107 3,004 927.55 1,107 3,066 927.65 1,107 3,123 927.75 1,107 3,175 927.85 1,107 3,225 927.95 1,107 3,274 928.05 1,107 3,320 928.15 1,107 3,367 928.25 1,107 3,413 928.35 1,107 3,460 928.45 1,107 3,506 928.55 1,107 3,552 928.65 1,107 3,599 928.75 1,107 3,645 928.85 1,107 3,691 928.95 1,107 3,738 929.05 1,107 3,762 929.15 1,107 3,765 929.25 1,107 3,767 929.35 1,107 3,770 929.45 1,107 3,773 929.55 1,107 3,775 929.65 1,107 3,778 929.75 1,107 3,780 929.85 1,107 3,783 929.95 1,107 3,786 930.05 1,107 3,788 930.15 1,107 3,791 930.25 1,107 3,793 930.35 1,107 3,796 930.45 1,107 3,799 930.55 1,107 3,801 930.65 1,107 3,804 930.75 1,107 3,806 930.85 1,107 3,809 930.95 1,107 3,812 931.05 1,107 3,814 931.15 1,107 3,817 931.25 1,107 3,819 931.35 1,107 3,822 931.45 1,107 3,825 931.55 1,107 3,827 931.65 1,107 3,830 931.75 1,107 3,832 931.85 1,107 3,835 931.95 1,107 3,838 Page 671 of 1042 CALCULATED BY: JR DATE: 4/30/2025 CLIENT: Opus Design Build STORM FREQ.: 10 YEAR Type of pipe: Sch. 40 PVC (n=0.009) REV.: XX PROJECT: Arcadia SHEET 1 OF 1 TYPE OF PIPE: HDPE (n=0.010) TYPE OF PIPE: RCP & DIP (n=0.013) LINE NO. STRUCTURE (A) Upper [SF](Area) [Acre](C*A)(C*A)TIME OF FLOW INTEN'Y RUNOFF SLOPE SIZE CAPACITY VELOCITY DEPTH RIM Upper INV DROP INV DROP THRU STRUCT PIPE DEPTH VELOCITY 10 YEAR FROM TO LENGTH INCRE'T INCRE'T INCRE'T TOTAL COEFF T.O.C.T.O.F. T (I)Q=CIA (cfs)FT/FT IN.CFS FULL ACTUAL OF FLOW UPPER LOWER STRUCT. UP DEPTH COVER RATIO RATIO 1 Roof West Basin 1P 6 21338 0.49 0.44 0.44 0.9 10.00 0.00 10.00 4.67 2.06 2.00% 12 7.23 9.21 7.90 0.37 932.00 924.62 0.12 924.50 -7.38 6.26 0.37 0.86 4.67 YES 2 Basin 1P Exist CB 5 -- ----- - -2.90 2.00% 15 9.08 7.40 6.54 0.48 929.20 924.80 0.10 924.70 -4.40 3.00 0.39 0.88 -YES 100-YR Discharge Rate = 5.73 cfs 8 CBMH 3 CBMH 2 35 4913 0.11 0.10 0.10 0.9 10.00 0.00 10.00 5.82 0.59 1.00% 12 3.54 4.51 3.36 0.28 930.90 926.90 0.35 926.55 0.00 4.00 2.88 0.28 0.74 5.82 YES 9 CBMH 2 STMH 1 18 1556 0.04 0.03 0.13 0.9 10.00 0.17 10.17 5.79 0.77 1.67% 12 4.58 5.83 4.35 0.28 932.14 926.55 0.30 926.25 0.00 5.59 4.47 0.28 0.75 5.79 YES 10 STMH 1 Basin 2P 6 0 0.00 0.00 0.51 0.9 10.00 0.07 10.24 5.77 2.95 2.00% 12 6.51 8.29 8.08 0.47 932.86 926.25 0.12 926.13 0.00 6.61 5.49 0.47 0.97 5.77 YES 11 Basin 2P Exist CB 60 -- ----- - -3.33 3.58% 15 12.15 9.90 8.40 0.45 932.50 927.35 2.15 925.20 -5.15 3.75 0.36 0.85 -YES 100-YR Discharge Rate = 5.72 cfs 11 Roof East STMH 1 9 18292 0.42 0.38 0.38 0.9 10.00 0.01 10.26 5.77 2.18 2.00% 12 7.23 9.21 8.02 0.38 932.50 928.50 0.18 928.32 -4.00 2.88 0.38 0.87 5.77 YES 10-yr & 100-yr Basin Discharge Rates Per HydroCAD IS CAPACITY > RUNOFF 1 Page 672 of 1042 Geotechnical Evaluation Report Eden 100 5100 Eden Avenue Edina, Minnesota Prepared for Opus Design Build L.L.C. Professional Certification: 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 Minnesota. Aaron R. Schulzetenberg, PE Project Engineer License Number: 57248 March 6, 2025 Project B2210644 Braun Intertec Corporation Page 673 of 1042 Braun Intertec Corporation 11001 Hampshire Avenue S Minneapolis, MN 55438 Phone: 952.995.2000 Fax: 952.995.2020 Web: braunintertec.com AA/EOE March 6, 2025 Revised Project B2210644 Mr. George Parrino Opus Design Build, LLC 10350 Bren Road West Minnetonka, MN 55343 Re: Revised Geotechnical Evaluation Eden 100 5100 Eden Avenue Edina, Minnesota Dear Mr. Parrino: We are pleased to present this Geotechnical Evaluation Report for the proposed office building at the referenced site in Edina, Minnesota. This report has been revised from its original version, dated December 28, 2022 following revisions to the building, including: ▪ Increased building footprint to 43,920 square feet. ▪ Additional level below-grade for parking. ▪ Reduced from seven stories above-grade to 6. ▪ Assumed column loads have increased by 50 percent due to change from residential to commercial office. Please see the attached report for a detailed discussion on the field exploration results and our recommendations. The report should be read in its entirety. Thank you for making Braun Intertec your geotechnical consultant for this project. If you have questions about this report, or if there are other services that we can provide in support of our work to date, please contact Aaron Schulzetenberg at 701.516.4337 (aschulzetenberg@braunintertec.com) or Chris Kehl at 952.995.2386 (ckehl@braunintertec.com). Sincerely, BRAUN INTERTEC CORPORATION Aaron R. Schulzetenberg, PE Senior Engineer Christopher R. Kehl, PE Principal Engineer Page 674 of 1042 Table of Contents Description Page A. Introduction ...................................................................................................................................... 1 A.1. Project Description .............................................................................................................. 1 A.2. Site Conditions and History ................................................................................................. 2 A.3. Purpose ................................................................................................................................ 4 A.4. Background Information and Reference Documents .......................................................... 5 A.5. Scope of Services ................................................................................................................. 5 B. Results .............................................................................................................................................. 6 B.1. Geologic Overview .............................................................................................................. 6 B.2. Boring Results ...................................................................................................................... 6 B.3. Groundwater ....................................................................................................................... 8 B.4. Laboratory Test Results ....................................................................................................... 8 C. Recommendations ........................................................................................................................... 8 C.1. Design and Construction Discussion ................................................................................... 8 C.1.a. Building Subgrade Preparation .............................................................................. 9 C.1.b. Reuse of On-Site Soils ........................................................................................... 10 C.1.c. Construction Disturbance..................................................................................... 10 C.2. Temporary Retention System............................................................................................ 10 C.2.a. Excavated Slopes .................................................................................................. 11 C.2.b. Temporary Retention ........................................................................................... 11 C.2.c. Tiebacks ................................................................................................................ 12 C.2.d. Owner Considerations .......................................................................................... 13 C.3. Site Grading and Subgrade Preparation ............................................................................ 13 C.3.a. Building Subgrade Excavations ............................................................................. 13 C.3.b. Excavation Oversizing ........................................................................................... 15 C.3.c. Excavation Dewatering ......................................................................................... 16 C.3.d. Pavement and Exterior Slab Subgrade Preparation ............................................. 16 C.3.e. Pavement Subgrade Proofroll .............................................................................. 16 C.3.f. Engineered Fill Materials and Compaction .......................................................... 17 C.3.g. Special Inspections of Soils ................................................................................... 18 C.4. Spread Footings ................................................................................................................. 18 C.5. Below-Grade Walls ............................................................................................................ 19 C.5.a. Drainage Control .................................................................................................. 19 C.5.b. Configuring and Resisting Lateral Loads............................................................... 22 C.6. Interior Slabs ..................................................................................................................... 23 C.6.a. Subgrade Modulus ............................................................................................... 23 C.6.b. Moisture Vapor Protection .................................................................................. 23 C.7. Frost Protection ................................................................................................................. 23 C.7.a. General ................................................................................................................. 23 C.7.b. Frost Heave Mitigation ......................................................................................... 24 C.8. Pavements ......................................................................................................................... 25 C.8.a. Design Sections .................................................................................................... 25 C.8.b. Subgrade Drainage ............................................................................................... 26 C.8.c. Performance and Maintenance ........................................................................... 26 C.9. Utilities .............................................................................................................................. 26 C.9.a. Subgrade Stabilization .......................................................................................... 26 Page 675 of 1042 Table of Contents (continued) Description Page C.9.b. Corrosion Potential .............................................................................................. 26 C.10. Stormwater........................................................................................................................ 27 C.11. Equipment Support ........................................................................................................... 28 D. Procedures...................................................................................................................................... 28 D.1. Penetration Test Borings ................................................................................................... 28 D.2. Exploration Logs ................................................................................................................ 28 D.2.a. Log of Boring Sheets ............................................................................................. 28 D.2.b. Geologic Origins ................................................................................................... 29 D.3. Material Classification and Testing ................................................................................... 29 D.3.a. Visual and Manual Classification .......................................................................... 29 D.3.b. Laboratory Testing ............................................................................................... 29 D.4. Groundwater Measurements ............................................................................................ 29 E. Qualifications .................................................................................................................................. 30 E.1. Variations in Subsurface Conditions .................................................................................. 30 E.1.a. Material Strata ..................................................................................................... 30 E.1.b. Groundwater Levels ............................................................................................. 30 E.2. Continuity of Professional Responsibility .......................................................................... 30 E.2.a. Plan Review .......................................................................................................... 30 E.2.b. Construction Observations and Testing ............................................................... 31 E.3. Use of Report..................................................................................................................... 31 E.4. Standard of Care ................................................................................................................ 31 Appendix Soil Boring Location Sketch Log of Boring Sheets ST-1 to ST-7 (2022), ST-8 to ST-12 (2025) Fence Diagrams (3 pages) Descriptive Terminology of Soil Page 676 of 1042 A. Introduction A.1. Project Description This Revised Geotechnical Evaluation Report addresses the proposed design and construction of the proposed multi-tenant office building, located at 5100 Eden Avenue in Edina, Minnesota. The project will include the construction of a proposed six-story office building with two levels below grade for parking. The building will have an approximate footprint of 43,920 square feet. The first level includes a mix of office, commercial, and parking space, and the third level includes an outdoor terrace. Table 1 provides project details. Table 1. Project Description Aspect Description Below grade levels 2 (Provided) Above grade levels 5 (Provided) Finish Floor Elevation Basement Floor Elevation 932 (Provided) 912 (Provided) Column loads (kips) 250 to 1350 (Provided) Maximum wall loads (kips/lineal foot) 15 (Assumed) Cuts or fills for buildings Cuts up to 22 feet to reach lowest level slab (not including footings, pits, or soil corrections), with minimal fills for site grading. Nature of construction Anticipated to consist of either post-tensioned concrete and cast-in-place elements, or structural steel framing with composite slab on deck. Assumed pavement loads Medium-duty: 150,000 ESALs* Cars with occasional deliveries and garbage collection, no significant exterior parking *Equivalent 18,000-lb single axle loads based on 18-year design. In addition to the building, the project will include installation of underground utilities, including underground stormwater infiltration systems on the east and west sides of the building, limited surficial pavement for approaches off adjacent streets, and demolition of the existing retaining wall along the southwest corner of the site to construct an at-grade terrace. Our Soil Boring Location Sketch included in the Appendix of this report illustrates the proposed site layout. Page 677 of 1042 Opus Design Build L.L.C. Project B2210644 March 6, 2025 Page 2 We have described our understanding of the proposed construction and site to the extent others reported it to us. Depending on the extent of available information, we may have made assumptions based on our experience with similar projects. If we have not correctly recorded or interpreted the project details, the project team should notify us. New or changed information could require additional evaluation, analyses and/or recommendations. A.2. Site Conditions and History Currently, the site has been developed with an existing four-story building and associated surface parking lot, which extends within the building footprint at grade level. The site is bound to the east by MN Highway 100, to the north by an exit ramp associated with the same highway, to the west by Arcadia Avenue, and to the south by Eden Avenue. Generally, the majority of the site is relatively flat with grades dropping off to the west and more significantly to the east and south, with grades ranging from about 918 to 935. There is an existing gravity block retaining wall that is orientated along the west and south boundaries of the site, with one wall tapering off along the southern boundary associated with the existing grade of Eden Avenue. Historically, the site had been developed since the 1940s with a residential structure located in the northwest quadrant of the site. Photographs 1 through 3 depict site conditions outlined in red in 1957, 1969, and 2024, respectively. Photograph 1. Aerial Photograph of the Site in 1957 Photograph provided by Hennepin County Aerial Imagery Viewer. Page 678 of 1042 Opus Design Build L.L.C. Project B2210644 March 6, 2025 Page 3 Following construction of the existing building around 1968, the site has remained generally configured as it is today, with expansion of the existing surface parking completed prior to the 2000s. Photograph 2. Aerial Photograph of the Site in 1969 Photograph provided by Hennepin County Aerial Imagery Viewer. Following completion of our original evaluation, there was a two-tiered retaining wall along the south and west boundaries of the site, which was demolished and reconstructed as a gravity block wall. In addition to the wall construction, the existing parking lot footprint was expanded closer to the back of the wall. Page 679 of 1042 Opus Design Build L.L.C. Project B2210644 March 6, 2025 Page 4 Photograph 3. Aerial Photograph of the Site in 2024 Photograph provided by Hennepin County GIS A.3. Purpose The purpose of our geotechnical evaluation was to characterize subsurface geologic conditions at selected exploration locations, evaluate their impact, and provide geotechnical recommendations for use in design and construction of the proposed office building. Page 680 of 1042 Opus Design Build L.L.C. Project B2210644 March 6, 2025 Page 5 A.4. Background Information and Reference Documents We reviewed the following information: ▪ Available public aerial photographs showing the historical and existing site conditions. ▪ 5100 Eden Avenue Edina MN “Project Intro” package prepared by The Opus Group and ESG Architecture and Design, dated November 25, 2024. ▪ Various other additional civil and structural plans. ▪ Conversations with the design and ownership about the design and construction approach of the structure, civil systems, and temporary soil retention systems. ▪ Geologic atlas showing the general soil types present in the area. Specifically, we reviewed Minnesota Geological Survey, Miscellaneous Map Series, Map M-178, Surficial Geology, dated 2007. A.5. Scope of Services We originally performed our scope of services for the project in accordance with our Proposal QTB167837, dated October 21, 2022, and authorized on October 28, 2022. The following list describes the geotechnical tasks completed in accordance with our authorized scope of services. ▪ Reviewing the background information and reference documents previously cited. ▪ Staking and clearing the exploration location of underground utilities. Braun Intertec selected and staked the new exploration locations. We acquired the surface elevations and locations with GPS technology using the State of Minnesota’s permanent GPS base station network. The Soil Boring Location Sketch included in the Appendix shows the approximate locations of the borings. ▪ Performing seven standard penetration test (SPT) borings, denoted as ST-1 to ST-7, to nominal depths of 30 to 40 feet below grade across the site. Note, Boring ST-7 was extended to a depth of 45 feet below existing grade by our field crew to provide greater confidence we had sufficient information for our analysis. Page 681 of 1042 Opus Design Build L.L.C. Project B2210644 March 6, 2025 Page 6 ▪ Performing laboratory testing on select samples to aid in soil classification and engineering analysis. ▪ Preparing this report containing a boring location sketch, logs of soil borings, a summary of the soils encountered, results of laboratory tests, and recommendations for structure and pavement subgrade preparation and the design of foundations, interior and exterior slabs, below grade walls, utilities, and pavements. After completion of our final report, a number of aspects of the design were revised. Opus Design Build, L.L.C. elected to have us perform additional evaluation that included five SPT borings, denoted as ST-8 to ST-12, within the proposed building footprint. Our scope of services did not include environmental services or testing and our geotechnical personnel performing this evaluation are not trained to provide environmental services or testing. We can provide environmental services or testing at your request. B. Results B.1. Geologic Overview A review of the surficial geology map indicates the anticipated soil profile is likely to consist of sand and gravelly sand deposits that typically form hills and ridges on the north end, and glacial till deposits towards the south end. We based the geologic origins used in this report on the soil types, in-situ and laboratory testing, and available common knowledge of the geological history of the site. Because of the complex depositional history, geologic origins can be difficult to ascertain. We did not perform a detailed investigation of the geologic history for the site. B.2. Boring Results Table 2 provides a summary of the soil boring results, in the general order we encountered the strata. Please refer to the Log of Boring sheets in the Appendix for additional details. We have also included fence diagram which help to illustrate the site in cross section. The Descriptive Terminology sheet in the Appendix includes definitions of abbreviations used in Table 2. Page 682 of 1042 Opus Design Build L.L.C. Project B2210644 March 6, 2025 Page 7 Table 2. Subsurface Profile Summary* Strata Soil Type - ASTM Classification Range of Penetration Resistances Commentary and Details Pavement section --- --- ▪ Not present at ST-3. ▪ Overall thickness ranges from about 6 to 14 inches. ▪ Bituminous thickness about 2 to 7 inches. ▪ Apparent aggregate base is about 2 to 9 inches. Topsoil fill SM --- ▪ Encountered at soil Boring ST-3, with a thickness of about 1/2 foot. ▪ Dark brown SM. ▪ Moisture condition generally moist. Fill SP, SP-SM, SM, SC, CL 2 BPF to 50 blows for 1 inch of penetration ▪ Moisture condition generally dry to moist. ▪ Thicknesses at boring locations varied from about 4 to 33 feet. ▪ Highly variable, soils intermixed. ▪ Existing fill contained wood chunks and concrete, observed in ST-5 and ST-8. We note that other debris may be present away from our boring locations and may be in greater quantities than what is observed in our borings. ▪ Higher penetration resistances may be due to higher gravel content or cobbles/boulders. Slopewash SC, CL 3 to 12 BPF ▪ Encountered in Borings ST-5, ST-7 and ST-9. ▪ Generally consisted of a dark brown, slightly organic SC. ▪ Extended to depths of about 9 to 24 feet below existing grades, when encountered. Alluvial SP, SM, CL, ML 4 to 16 BPF ▪ Encountered at Borings ST-2, ST-5, ST-7 and ST-8, generally brown or gray in color. ▪ Penetration resistance of clayey soils indicate a soft to medium condition. ▪ Penetration resistance of cohesionless soils indicate a loose to medium dense condition. ▪ Moisture condition generally moist. Glacial deposits SP, SP-SM, SM 7 BPF to 50 blows for 1 inch of penetration ▪ Intermixed layers of glacial outwash and till. ▪ Variable amounts of gravel; possible cobbles and boulders. ▪ Penetration resistance of granular soils indicate a medium dense to very dense condition. ▪ Penetration resistance of clayey soils indicate a medium to very stiff condition. ▪ Moisture condition generally moist. SC, CL 8 to 21 BPF *Abbreviations defined in the attached Descriptive Terminology sheet. Page 683 of 1042 Opus Design Build L.L.C. Project B2210644 March 6, 2025 Page 8 We did not perform gradation analysis on the apparent aggregate base material encountered as part of the pavement section, in accordance with our scope of work. Therefore, we cannot conclusively determine if the encountered material satisfies a particular specification. For simplicity in this report, we define existing fill to mean existing, uncontrolled or undocumented fill. B.3. Groundwater We did not observe groundwater while advancing our borings. Therefore, it appears that groundwater is below the depths explored. Project planning should anticipate seasonal and annual fluctuations of groundwater. B.4. Laboratory Test Results Representative samples obtained during drilling were selected for applicable laboratory testing. Laboratory testing of select samples included moisture content (ASTM D2216), organic content (ASTM D2974), and P200 (ASTM C117) testing. The results of laboratory tests are discussed in the following sections of this report and are shown on the boring logs in the Appendix adjacent to samples tested. C. Recommendations C.1. Design and Construction Discussion The borings performed for this evaluation typically encountered surficial pavement or topsoil over existing fill, occasionally overlying slopewash and alluvial soils, and underlain by glacial soils to the boring termination depths. The existing fill extended to depths ranging from about 7 to 33 feet below existing grades and was likely placed as part of the existing or previous structures at the site. At most boring locations the excavations for the basement would remove the near surface fill resulting in the footings being supported by the native alluvial and glacial sands which provide good support for conventional spread foundations with higher bearing capacities. However there are some considerations for spread footing support: ▪ In the southern part of the site notably in Borings ST-5, ST-7 and ST-8, below the foundations and basement elevations we encountered clays that are somewhat susceptible to disturbance or may require subcutting to control settlement. Page 684 of 1042 Opus Design Build L.L.C. Project B2210644 March 6, 2025 Page 9 ▪ At ST-3 we observed existing fill to a depth of about 12 feet below the proposed lowest floor elevation. As part of our revised evaluation, we performed additional borings to the south and west (ST-11 and ST-12, respectively), which did not encounter existing fill as deep. Our review of site history indicates grading activities occurred in this portion of the site during construction of the existing building to the south and off-ramp to the north, the actual depth of existing fill will need to be determined at the time of construction with test pits or following excavation of the basement, as sample recovery during drilling of ST-3 was limited. The existing granular fill appears to be moderately to well compacted and is comprised of suitable soils, there is some variability and inherent risks on supporting the proposed building on existing fill where there is no documentation. However it is limited in thickness and could be surface compacted to improve it. ▪ It is reasonable to assume within the existing building pad the fill is suitable for building support, similar to Borings ST-5, ST-7, ST-8 however soft and compressible soils may have been left in place below the fill in the parking lot. ▪ The minor soil corrections anticipated would not normally be a significant impact. However, with two levels below grade the retention system would limit the vertical and horizontal extents of soil corrections. To allow soil correction to take place we recommend the soil retention system consider that soil corrections could take place to 2 feet below and 2 feet beyond column or pier footings. C.1.a. Building Subgrade Preparation Based on the depth of unsuitable soil in portions of the site, a soil correction for the entire building footprint would be possible, but in some locations challenging. Given the depth and proximity of some of the excavations to the property line, it is likely soil retention systems would be needed to complete the corrections which increase cost, complexity and risk associated with this approach. A second approach is a ground improvement option, such as aggregate piers, which could be installed to help densify the subgrade and distribute loads to provide suitable support for the building foundations. Given the variability of the existing fill and native soils present in the profile, the ground improvement contractor should determine if advanced techniques (such as grouting or sleeving the elements) will be necessary. Based on anticipated depths of soil correction, the point at which a ground improvement technique transitions to a soil correction can be determined by the contractor. We will provide recommendations for both scenarios so that the point of transition can be made based on performance, costs and schedule. Page 685 of 1042 Opus Design Build L.L.C. Project B2210644 March 6, 2025 Page 10 It is our opinion that following soil corrections being performed or using in combination with ground improvement measures, conventional spread footings can be used for the support of the proposed office building. With this approach, the lower-level slab could be supported on the native alluvial and/or glacial soils or engineered fill following soil corrections. Given the age of the existing development and anticipated excavations to reach the lowest level slab, it is reasonable to leave the clays and silts or fill soils in-place for slab support, provided they are below 4 percent in organic content. Soil correction excavations to prepare foundation subgrades are anticipated to consist of pavement and topsoil stripping, removal of fill, slopewash and fine-grained alluvial (CL, ML) soils to expose the competent alluvial sands and/or glacial soils following by placement of engineered granular fill (SP, SP-SM). To control settlement and improve bearing capacity, we recommend thorough surface compaction of the exposed native granular soils prior to fill or foundation placement. C.1.b. Reuse of On-Site Soils The debris-free, on-site sands with less than 12 percent fines passing the #200 sieve (SP, SP-SM), existing and native, may be suitable for re-use as engineered fill within the building pad, but may require moisture conditioning to achieve proper compaction. There may be some sorting during excavation to separate the desirable sands from the less suitable soils including silty sands, clayey sands and lean clay fills. The less suitable materials should be as fill for landscaped areas and pavements as discussed in Section C.3.f or exported off the site, however we anticipate limited space for stockpiling of on-site soils following excavation to the lower level. We recommend prioritizing the re-use of the existing granular fill and native sands that meet the requirements of structural fill discussed above. C.1.c. Construction Disturbance On the south half of the site, the soils present at and just below the anticipated excavation bottoms are silty and/or clayey and thus sensitive to disturbance, particularly if they are wet. An example is the silt in ST-5 starting at 19 feet below grade with a moisture content of 27 percent. If this material is confined it provides reasonable support, if exposed and disturbed from vibrations from construction activities it could temporarily liquify. Contractors should select equipment and construction techniques that minimize soil disturbance. Soils that become disturbed and cannot be compacted should be replaced with clean sand or crushed rock without fines. It may be necessary to place a working surface of crushed rock in excavations to reduce soils disturbance from construction traffic. Some contingency should be provided in project budgeting for using these imported materials in the excavation process. C.2. Temporary Retention System We anticipate with two levels below grade soil retention systems will be needed to complete construction. Page 686 of 1042 Opus Design Build L.L.C. Project B2210644 March 6, 2025 Page 11 C.2.a. Excavated Slopes Based on the borings, we anticipate on-site soils in excavations will predominantly consist of existing and/or native granular soils. These soils are typically considered Type C Soil under OSHA (Occupational Safety and Health Administration) guidelines. OSHA guidelines indicate unsupported excavations in Type C soils should have a gradient no steeper than 1 1/2H:1V. On the south end of the site, the clayey soils may allow for the steeper slopes of Type A or B soils. Slopes constructed in this manner may still exhibit surface sloughing. OSHA requires an engineer to evaluate slopes or excavations over 20 feet in depth. An OSHA-approved qualified person should review the soil classification in the field. Excavations must comply with the requirements of OSHA 29 CFR, Part 1926, Subpart P, “Excavations and Trenches.” This document states excavation safety is the responsibility of the contractor. The project specifications should reference these OSHA requirements. C.2.b. Temporary Retention Typically, temporary retention systems consist of soldier piles and wood lagging or sheet pile. A temporary retention system consisting of sheet pile would be challenging to install at this site, specifically along the north end of the site where we observed dense sandy soils with gravel. We recommend that the project team consider several other issues before selecting a retention system, including: ▪ Vibrations that occur during installation and removal of some temporary systems can be annoying or disturbing to neighbors. ▪ High-level vibrations can damage adjacent structures and can densify loose soil, causing settlement of structures, pavements and utilities. The vibrations primarily affect looser sands. The native soils are subject to densification, along with existing granular fill. As this affect diminishes with distance, this is mostly a concern for structures within 10 to 15 feet, but can be a consideration up to 30 feet from the retention system. The nearest building is approximately 150 feet away, far enough that this is not a significant concern however the newly completed retaining wall, and roadway located directly adjacent to the site on the south and west side could be impacted. ▪ The alignment and depth of installation for the retention system should consider potential subcuts related to soil corrections associated for building and stormwater system subgrade preparation. ▪ Depending on the final design parameters and requirements, some lateral movement of the retention system may occur. This movement can result in soil subsidence, which may affect adjacent pavements, utilities and structures up to a horizontal distance equal to the height of the wall. Page 687 of 1042 Opus Design Build L.L.C. Project B2210644 March 6, 2025 Page 12 ▪ Some localized soil loss through the wall may occur, particularly with wood lagged systems in areas of loose, poorly graded sand. These voids can also result in subsidence. Techniques should minimize soil loss or voids during construction should not be allowed to occur. ▪ Even with low vibration levels, our experience indicates that vibration-related complaints and damage claims tend to increase when vibration levels become noticeable or are annoying. We recommend designing the temporary shoring using the parameters in Table 3. Designs should also consider the slope of any backfill and dead or live loads, including the weight of the wall, retained fill and any structures, placed within a horizontal distance behind the walls that is equal to the height of the retained soils. The wall designer should evaluate the amount of movement that will occur during construction, evaluate the impact on the wall and structures it retains, and describe the monitoring of systems to evaluate wall movement. Table 3. Parameters for Temporary Shoring Design Backfill Wet Unit Weight (pcf) Friction Angle (deg) Active Equivalent Fluid Pressure* (pcf) At-Rest Equivalent Fluid Pressure* (pcf) Passive Equivalent Fluid Pressure (pcf) Native Sands (SP, SP-SM, SM) 115 33 34 52 390 Existing Clayey Fill and Alluvial/Slopewash (SC, CL, ML) 120 25 50 70 30 Glacial Till (CL) 135 27 51 74 360 *Based on Rankine model for soils in a region behind the wall extending at least 2 horizontal feet beyond the bottom outer edges of the wall and then rising up and away from the wall at an angle no steeper than 60 degrees from horizontal. C.2.c. Tiebacks If tiebacks are needed the design of tieback anchor systems should consider underground utilities or obstructions. In addition, tieback installation may encounter cobbles and/or boulders. Tieback may require an easement to access the site. We recommend reviewing the location of previous structures, to evaluate if old foundation walls or debris could affect tieback installation. Where using tiebacks, we recommend they be long enough so the anchor zone extends beyond the theoretical failure zone. We recommend designing all anchors with a minimum factor of safety of 1.5. We recommend proof testing all permanent anchors in accordance with Section 8.3.3 of the Post Tensioning Institute’s Recommendations for Prestressed Rock and Soil Anchors (2004). We also Page 688 of 1042 Opus Design Build L.L.C. Project B2210644 March 6, 2025 Page 13 recommend performing performance tests on at least 1 percent of permanent anchors in accordance with Section 8.3.2 of the same publication. This performance test involves applying increments of load and holding the load for a specific period of time. The purpose of the performance test is to evaluate movement of the anchor head, which may occur under various loads. We recommend performing at least two performance tests at the start of the tieback installation and then periodically throughout the installation. Sections 7.4.2 and 7.4.3 of the Federal Highway Administration’s (FHWA’s) Geotechnical Engineering Circular No. 4: Ground Anchors and Anchored Systems (FHWA Report No. FHWA-IF-99-015 published in 1999) provides similar, procedures for performing performance and proof tests, respectively. C.2.d. Owner Considerations Due to the associated risk, we recommend using performance-based specifications and design-build contracting for this work. We recommend requiring the contractor to have at least 5 years of experience in performing this work, and to demonstrate performing the proposed protection system(s) on at least three previous projects of similar size and scope. The specifications should require the design engineer be licensed in the project state. We can assist you with developing a list of pre-qualified contractors prior to bidding, reviewing contractor experience as part of the bidding process, or reviewing submitted designs on your behalf. Structures located near the project site may experience vibrations during construction activities. Excessive ground vibration levels can damage structures, e.g., cracked walls and foundations. Although vibration levels during construction may not necessarily cause damage, our experience is that vibration-related complaints and damage claims tend to increase when vibration levels become noticeable or are annoying. For this reason, we recommend recording vibration levels during construction. We also recommend performing pre- construction surveys on structures within the affected area to document existing conditions. The owner or contractor can then perform a comparative post-construction survey in response to any vibration-related damage claims. C.3. Site Grading and Subgrade Preparation C.3.a. Building Subgrade Excavations We recommend removing soil corrections for the following conditions: ▪ Unsuitable materials are removed from below the foundations. We define unsuitable materials as existing uncontrolled fill, frozen materials, organic soils, existing structures, existing utilities, vegetation, slopewash (where encountered), and soft to medium or very loose soils. Note that existing granular fill within the existing building pad can be relied upon for foundation support provided surface compaction is performed and the soils are evaluated by a geotechnical engineer. Page 689 of 1042 Opus Design Build L.L.C. Project B2210644 March 6, 2025 Page 14 ▪ Subcuts of native alluvial clays and silts could be performed up to 4 feet or competent stiff, glacial till soils below the bottom of footings to control settlement and improve bearing capacity. Based on the proposed basement slab elevation of 912 feet, we assume bottom of footing to be approximately 909 feet, so subcuts would be performed to an elevation of 905. ▪ Where subcuts are to be performed along the perimeter where column loads are lighter and where the corrections may be limited by the exterior retention system, the corrections can be limited to two feet below the bottom of foundations however a well-graded, crushed stone may be needed for the compacted fill. ▪ Note that these corrections or subcuts are not required below the basement slab on grade. Subcuts as discussed above for foundations may reduce the depth of excavation at time of construction, however if unsuitable soils are present at base of subcut, corrections may extend to the anticipated excavation depths and bottom elevations shown in Table 4 below for each of the borings performed within the building footprint. Where these subcuts cannot or are not performed, the bearing pressure would be limited to 4,500 pounds per square foot (psf). Table 4. Building Excavation Depths to Perform Soil Correction for Footings Location Approximate Surface Elevation (feet) Anticipated Excavation Depth (feet) Anticipated Bottom Elevation (feet) Anticipated Depth Below Floor BFE = 912 (feet) ST-1 (2022) 933.0 14 929 Cut to grade ST-2 (2022 932.6 9 923 1/2 Cut to grade ST-3 (2022) 933.2 33 900 12 A B ST-4 (2022) 932.3 12 920 1/2 Cut to grade ST-5 (2022) 933.0 24 909 3 A ST-6 (2022) 932.2 19 913 Cut to grade ST-7 (2022) 930.5 28 902 1/2 9 1/2 A ST-8 931.5 25 906 1/2 5 1/2 A ST-9 931.3 9 922 1/2 Cut to grade ST-10 932.6 4 928 1/2 Cut to grade ST-11 932.8 7 926 Cut to grade ST-12 932.9 9 924 Cut to grade A. Along perimeter, where corrections are anticipated we anticipate corrections can be limited to 2 feet below pads or wall footings though crushed stone aggregate may be needed for the fill. B. To be reviewed in the field, as limited sample recovery occurred and only gravel was recovered. Native soils would not need to be corrected, if it is fill it may be reduced with a partial depth subcut and surface compaction if suitable existing granular fill is present. Page 690 of 1042 Opus Design Build L.L.C. Project B2210644 March 6, 2025 Page 15 Excavation depths will vary between the borings. Portions of the excavations may also extend deeper than indicated by the borings. A geotechnical representative should observe the excavations to make the necessary field judgments regarding the suitability of the exposed soils. The contractor should use equipment and techniques to minimize soil disturbance. If soils become disturbed or are wet, we recommend excavation and replacement with engineered fill. Prior to the placement of engineered fill or footings, we recommend surface compacting the exposed soils in the bottoms of the excavations with a minimum of five passes by a large (minimum diameter of 3 1/2 feet), smooth-drum compactor. Areas of stiff clay may have this recommendation waived. Areas that yield or pump during surface compaction may require additional subcutting. C.3.b. Excavation Oversizing When removing unsuitable materials below structures or pavements, we recommend the excavation extend outward and downward at a slope of 1H:1V (horizontal:vertical) or flatter. See Figure 1 for an illustration of excavation oversizing. Figure 1. Generalized Illustration of Oversizing 1. Engineered fill as defined in C.3.f 2. Excavation oversizing minimum of 1 to 1 (horizontal to vertical) slope or flatter 3. Engineered fill as required to meet pavement support or landscaping requirements as defined in C.3.f 4. Backslope to OSHA requirements Page 691 of 1042 Opus Design Build L.L.C. Project B2210644 March 6, 2025 Page 16 C.3.c. Excavation Dewatering We recommend removing groundwater or accumulated surface runoff from the excavations, if encountered. Project planning should include temporary sumps and pumps for excavations in low- permeability soils, such as silts and clays. C.3.d. Pavement and Exterior Slab Subgrade Preparation We recommend the following steps for pavement and exterior slab subgrade preparation, understanding the site will have a grade change of 2 feet or less. Note that project planning may need to require additional subcuts to limit frost heave. 1. Strip unsuitable soils consisting of topsoil, organic soils, vegetation, existing structures and pavements from the area, within 3 feet of the surface of the proposed pavement grade. 2. Have a geotechnical representative observe the excavated subgrade to evaluate if additional subgrade improvements are necessary. 3. Slope subgrade clay soils to areas of sand or drain tile to allow the removal of accumulating water. 4. Surface compact with multiple passes of a vibratory roller. 5. Place pavement engineered fill to grade and compact in accordance with Section C.3.f to bottom of pavement and exterior slab section. See Section C.5 for additional considerations related to frost heave. 6. Proofroll the pavement or exterior slab subgrade as described in Section C.3.e. C.3.e. Pavement Subgrade Proofroll After preparing the subgrade as described above and prior to the placement of the aggregate base, we recommend proofrolling the subgrade soils with a fully loaded tandem-axle truck. We also recommend having a geotechnical representative observe the proofroll. Areas that fail the proofroll likely indicate soft or weak areas that will require additional soil correction work to support pavements. The contractor should correct areas that display excessive yielding or rutting during the proofroll, as determined by the geotechnical representative. Possible options for subgrade correction include moisture conditioning and recompaction, subcutting and replacement with soil or crushed aggregate, chemical stabilization and/or geotextiles. We recommend performing a second proofroll after the aggregate base material is in place, and prior to placing bituminous or concrete pavement. Page 692 of 1042 Opus Design Build L.L.C. Project B2210644 March 6, 2025 Page 17 C.3.f. Engineered Fill Materials and Compaction Table 5 below contains our recommendations for engineered fill materials. Table 5. Engineered Fill Materials* Locations To Be Used Engineered Fill Classification Possible Soil Type Descriptions Gradation Additional Requirements ▪ Below foundations ▪ Below interior slabs ▪ Behind below- grade walls, beyond drainage layer ▪ Structural fill ▪ Retained fill ▪ Under stormwater infiltration systems SP, SP-SM 100% passing 2-inch sieve < 12% passing #200 sieve < 2% Organic Content (OC) ▪ Drainage layer ▪ Non-frost- susceptible ▪ Free-draining ▪ Non-frost- susceptible fill GP, GW, SP, SW 100% passing 1-inch sieve < 50% passing #40 sieve < 5% passing #200 sieve < 2% OC Pavements Pavement fill SP, SP-SM, SM, SC, CL 100% passing 3-inch sieve < 2% OC PI < 20% Below landscaped surfaces, where subsidence is not a concern Non-structural fill --- 100% passing 6-inch sieve < 10% OC *More select soils comprised of coarse sands with < 5% passing #200 sieve may be needed to accommodate work occurring in periods of wet or freezing weather. We recommend spreading engineered fill in loose lifts of approximately 8 to 12 inches thick. We recommend compacting engineered fill in accordance with the criteria presented below in Table 6. The project documents should specify relative compaction of engineered fill, based on the structure located above the engineered fill, and vertical proximity to that structure. Table 6. Compaction Recommendations Summary Reference Relative Compaction, percent (ASTM D1557 – Modified Proctor) Moisture Content Variance from Optimum, percentage points < 12% Passing #200 Sieve (typically SP, SP-SM) > 12% Passing #200 Sieve (typically CL, SC, SM) Within building pad and its oversize areas 98 ±3 --- Within 3 feet of pavement subgrade 97 ±3 -2 to +1 Page 693 of 1042 Opus Design Build L.L.C. Project B2210644 March 6, 2025 Page 18 Reference Relative Compaction, percent (ASTM D1557 – Modified Proctor) Moisture Content Variance from Optimum, percentage points < 12% Passing #200 Sieve (typically SP, SP-SM) > 12% Passing #200 Sieve (typically CL, SC, SM) ▪ More than 3 feet below pavement subgrade ▪ Under stormwater systems 92 ±3 ±3 Below landscaped surfaces 88 ±5 ±4 Adjacent to below-grade wall 92* ±3 -1 to +3 *Increase compaction requirement to meet compaction required for structure supported by this engineered fill. The project documents should not allow the contractor to use frozen material as engineered fill or to place engineered fill on frozen material. Frost should not penetrate under foundations during construction. We recommend performing density tests in engineered fill to evaluate if the contractors are effectively compacting the soil and meeting project requirements. C.3.g. Special Inspections of Soils We recommend including the site grading and placement of engineered fill within the building pad under the requirements of Special Inspections, as provided in Chapter 17 of the International Building Code, which is part of the Minnesota State Building Code. Special Inspection requires observation of soil conditions below engineered fill or footings, evaluations to determine if excavations extend to the anticipated soils, and if engineered fill materials meet requirements for type of engineered fill and compaction condition of engineered fill. A licensed geotechnical engineer should direct the Special Inspections of site grading and engineered fill placement. The purpose of these Special Inspections is to evaluate whether the work is in accordance with the approved Geotechnical Report for the project. Special Inspections should include evaluation of the subgrade, observing preparation of the subgrade (surface compaction or dewatering, excavation oversizing, placement procedures and materials used for engineered fill, etc.) and compaction testing of the engineered fill. C.4. Spread Footings Table 7 below contains our recommended parameters for foundation design. Interior pads may be placed shallower, provided the bottom of the footing is at least 2 1/2 feet below the top of slab, and the footing is supported on the native sand, structural fill or sand filled subcuts of native soft to medium clays and very loose to loose silts. Page 694 of 1042 Opus Design Build L.L.C. Project B2210644 March 6, 2025 Page 19 Table 7. Recommended Spread Footing Design Parameters Item Description Maximum net allowable bearing pressure (psf) 7,000 Minimum factor of safety for bearing capacity failure 3.0 Minimum embedment below final exterior grade for heated structures (inches) 42 Minimum embedment below final exterior grade for unheated structures or for footings not protected from freezing temperatures during construction (inches) 60 Total estimated settlement (inches) 1 We reviewed the preliminary column loads mark-up prepared by MBJ, dated March 3, 2025, which indicated typical column loads range from 250 kips to 1,350 kips across the building footprint. Using the information provided, we estimated differential settlement at various locations within the building footprint. Differential settlement is generally anticipated to be 1/2 an inch in the southern part of the building where predominantly clays are present. The north half of the building which is predominantly sands is anticipated to be approximately 1/4 of an inch however in some locations the spacing on the grids is only about 18 feet. C.5. Below-Grade Walls The entire office building footprint is anticipated to have two levels of below grade parking with the lowest floor elevation approximately 20 feet below the main floor. The following recommendations should be used for designing the perimeter below grade walls. C.5.a. Drainage Control We recommend installing drain tile to remove water behind the below-grade walls, at the location shown in Figure 2. The below-grade wall drainage system should also incorporate free-draining, engineered fill or a drainage board placed against the wall and connected to the drain tile. Even with the use of free- draining, engineered fill, we recommend general waterproofing of below-grade walls that surround occupied or potentially occupied areas because of the potential cost impacts related to seepage after construction is complete. Stormwater infiltration systems are being planned directly adjacent to the building which results in risk of several impacts of the fully saturated soil adjacent to the basement. The building’s exterior wall drain tile system cannot be installed in the location of the stormwater system, so solid wall drain tile would be used in this area. For this approach there are several things to considered: Page 695 of 1042 Opus Design Build L.L.C. Project B2210644 March 6, 2025 Page 20 ▪ Low permeability soils are present near the system including lean clays and silty sands. We recommend that these soils be removed where present below the systems as discussed in Section C.10. Note considerations for these subcuts should be made in temporary soil retention design. These corrections should be made during initial site grading for footings. This will provide easier site grading and should better allow for reuse of onsite sands that are relatively permeable in the subcuts and below the system. The depth and lateral extents of this correction is not defined but it is desired to connect to native, high permeability sands. Where present within the oversize of foundations, these subcuts should be prepared as described in Section C.3 ▪ Increased lateral loads will occur on the basement walls due to saturated soil conditions. The structural engineer should use recommended equivalent fluid pressures for undrained conditions where the perimeter drain tile is removed up to an elevation equal to the outlet invert elevation of each respective system. This zone of higher loading should extend past the area of solid drain tile. ▪ There is the potential for water mounding below the system especially in periods of repeated storm events. We understand foundation walls will have a robust waterproofing system designed and installed to ensure water does not flow through the wall. However, if water mounds form below the system, they could rise water levels below the slab resulting in seepage through joints or cracks through the slabs. As it is much more difficult to deal with this water seepage post construction, at a minimum we recommend installing perimeter drain tile below the slab to allow a way to collect and remove water should it become an issue. We expect the slab subgrade would be a permeable sand that would allow the drain tile to collect water. Page 696 of 1042 Opus Design Build L.L.C. Project B2210644 March 6, 2025 Page 21 Figure 2. Generalized Illustration of Wall Engineered Fill The materials listed in the sketch should meet the definitions in Section C.3.f. Low-permeability material is capable of directing water away from the wall, like clay, topsoil or pavement. The project documents should indicate if the contractor should brace the walls prior to filling and allowable unbalanced fill heights. As shown in Figure 2, we recommend Zone 2 consist of retained, engineered fill, and this material will control lateral pressures on the wall. However, we are also providing design parameters for using other engineered fill material. If final design uses non-sand material for engineered fill, project planning should account for the following items: ▪ Other engineered fill material may result in higher lateral pressure on the wall. ▪ Other engineered fill material may be more difficult to compact. ▪ Post-construction consolidation of other engineered fill material may result in settlement- related damage to the structures or slabs supported on the engineered fill. Post-construction settlement of other engineered fill material may also cause drainage towards the structure. The magnitude of consolidation could be up to about 3 percent of the wall fill thickness. 1. 2-foot wide area of Free- Draining Engineered Fill or Drainage Board, or 1 foot below the slab 2. Retained Engineered Fill 3. 1 foot of Low-Permeability Soil or Pavement 1 Page 697 of 1042 Opus Design Build L.L.C. Project B2210644 March 6, 2025 Page 22 C.5.b. Configuring and Resisting Lateral Loads Below-grade wall design can use active earth pressure conditions, if the walls can rotate slightly. If the wall design cannot tolerate rotation, then design should use at-rest earth pressure conditions. Rotation up to 0.002 times the wall height is generally required for walls supporting sand. Rotation up to 0.02 times the wall height is required when wall supports clay. Tables 8 and 9 presents our recommended equivalent fluid pressures for wall design of active, at-rest and passive earth pressure conditions for drained and undrained conditions, respectively. The table also provides recommended wet unit weights and internal friction angles. Designs should also consider the slope of any engineered fill and dead or live loads placed behind the walls within a horizontal distance that is equal to the height of the walls. Our recommended values assume the wall design provides drainage so water cannot accumulate behind the walls. The construction documents should clearly identify what soils the contractor should use for engineered fill of walls. Table 8. Recommended Below-Grade Wall Design Parameters – Drained Conditions Retained Soil Wet Unit Weight (pcf) Friction Angle (degrees) Active Equivalent Fluid Pressure (pcf) At-Rest Equivalent Fluid Pressure (pcf) Passive Equivalent Fluid Pressure* (pcf) Retained Fill (SP, SP-SM) 115 33 34 52 390 *Based on Rankine model for soils in a region behind the wall extending at least 2 horizontal feet beyond the bottom outer edges of the wall footings and then rising up and away from the wall at an angle no steeper than 60 degrees from horizontal. Table 9. Recommended Below-Grade Wall Design Parameters – Undrained Conditions Retained Soil Wet Unit Weight (pcf) Friction Angle (degrees) Active Equivalent Fluid Pressure (pcf) At-Rest Equivalent Fluid Pressure (pcf) Passive Equivalent Fluid Pressure* (pcf) Retained Fill (SP, SP-SM) 115 33 77 86 240 *Based on Rankine model for soils in a region behind the wall extending at least 2 horizontal feet beyond the bottom outer edges of the wall footings and then rising up and away from the wall at an angle no steeper than 60 degrees from horizontal. Sliding resistance between the bottom of the footing and the soil can also resist lateral pressures. We recommend assuming a sliding coefficient equal to 0.4 between the concrete and soil. The values presented in this section are un-factored. Page 698 of 1042 Opus Design Build L.L.C. Project B2210644 March 6, 2025 Page 23 C.6. Interior Slabs C.6.a. Subgrade Modulus The anticipated floor subgrade is anticipated to consist of granular engineered fill overlying the native alluvial or glacially deposited soils. We recommend using a modulus of subgrade reaction, k, of 200 pounds per square inch per inch of deflection (pci) to design the slabs. If the slab design requires placing 6 inches of compacted crushed aggregate base immediately below the slab, the slab design may increase the k-value by 50 pci. We recommend that the aggregate base materials be free of bituminous. In addition to improving the modulus of subgrade reaction, an aggregate base facilitates construction activities and is less weather sensitive. C.6.b. Moisture Vapor Protection Excess transmission of water vapor could cause floor dampness, certain types of floor bonding agents to separate, or mold to form under floor coverings. If project planning includes using floor coverings or coatings, we recommend placing a vapor retarder or vapor barrier immediately beneath the slab. We also recommend consulting with floor covering manufacturers regarding the appropriate type, use and installation of the vapor retarder or barrier to preserve warranty assurances. As the lower level is parking, we do not anticipate that water vapor or waterproofing membranes are used. If they are to be considered more robust drain tile systems may be needed due to the potential of uplift from water mounding from the stormwater infiltration chambers. C.7. Frost Protection C.7.a. General We anticipate silty sands and clayey soils will underlie exterior slabs, as well as pavements. We consider these soils to be moderately to highly frost susceptible. Soils of this type can retain moisture and heave upon freezing. In general, this characteristic is not an issue unless these soils become saturated, due to surface runoff or infiltration, or are excessively wet in situ. Once frozen, unfavorable amounts of general and isolated heaving of the soils and the surface structures supported on them could develop. This type of heaving could affect design drainage patterns and the performance of exterior slabs and pavements, as well as any isolated exterior footings and piers. Note that general runoff and infiltration from precipitation are not the only sources of water that can saturate subgrade soils and contribute to frost heave. Roof drainage and irrigation of landscaped areas in close proximity to exterior slabs, pavements, and isolated footings and piers, contribute as well. Page 699 of 1042 Opus Design Build L.L.C. Project B2210644 March 6, 2025 Page 24 C.7.b. Frost Heave Mitigation To address most of the heave related issues, we recommend setting general site grades and grades for exterior surface features to direct surface drainage away from buildings, across large paved areas and away from walkways. Such grading will limit the potential for saturation of the subgrade and subsequent heaving. General grades should also have enough “slope” to tolerate potential larger areas of heave, which may not fully settle after thawing. Even small amounts of frost-related differential movement at walkway joints or cracks can create tripping hazards. Project planning can explore several subgrade improvement options to address this condition. One of the more conservative subgrade improvement options to mitigate potential heave is removing any frost-susceptible soils present below the exterior slab areas down to a minimum depth of 4 feet below subgrade elevations. We recommend filling the resulting excavation with non-frost-susceptible fill. We also recommend sloping the bottom of the excavation toward one or more collection points to remove any water entering the engineered fill. This approach will not be effective in controlling frost heave without removing the water. An important geometric aspect of the excavation and replacement approach described above is sloping the banks of the excavations to create a more gradual transition between the unexcavated soils considered frost susceptible and the engineered fill in the excavated area, which is not frost susceptible. The slope allows attenuation of differential movement that may occur along the excavation boundary. We recommend slopes that are 3H:1V, or flatter, along transitions between frost-susceptible and non-frost-susceptible soils. Figure 3 shows an illustration summarizing some of the recommendations. Figure 3. Frost Protection Geometry Illustration Page 700 of 1042 Opus Design Build L.L.C. Project B2210644 March 6, 2025 Page 25 Another option is to limit frost heave in critical areas, such as doorways and entrances, via frost-depth footings or localized excavations with sloped transitions between frost-susceptible and non-frost- susceptible soils, as described above. Over the life of slabs and pavements, cracks will develop and joints will open up, which will expose the subgrade and allow water to enter from the surface and either saturate or perch atop the subgrade soils. This water intrusion increases the potential for frost heave or moisture-related distress near the crack or joint. Therefore, we recommend implementing a detailed maintenance program to seal and/or fill any cracks and joints. The maintenance program should give special attention to areas where dissimilar materials abut one another, where construction joints occur and where shrinkage cracks develop. C.8. Pavements C.8.a. Design Sections We understand the pavement will be limited to the approaches from adjacent streets into the building and consist of concrete. The approach for backfilling around the building perimeter will determine the recommended pavement section as given the excavation required to reach the lowest level and building footprint, stockpiling of on-site soils may not be practical. If imported sand is used, these soils would have improved characteristics, such as greater drainage, better support and reduce frost impact to the overlying pavement. Table 9 provides recommended pavement sections, based on the soils support and traffic loads for sections with or without a sand subbase. In slabs that over two levels of wall backfill are more likely to experience subsidence even with well compacted sand fill. In these situations the slab can be design as a structural slab with a “hinge” connection at the building similar to an approach panel on a bridge of anticipate that some subsidence will occur in the first few years and mud or foam jacking will be required to relevel the slab. Table 9. Recommended Concrete Pavement Sections Pavement Type Layer Minimum Thickness (inches) Medium duty pavement - Rigid Concrete 6 Aggregate Base 4 6 Minimum Sand Subbase 12 0 Page 701 of 1042 Opus Design Build L.L.C. Project B2210644 March 6, 2025 Page 26 C.8.b. Subgrade Drainage We recommend installing perforated drainpipes throughout pavement areas at low points, around catch basins, and behind curb in landscaped areas. We also recommend installing drainpipes along pavement and exterior slab edges where exterior grades promote drainage toward those edge areas. The contractor should place drainpipes in small trenches, extended at least 8 inches below the granular subbase layer, or below the aggregate base material where no subbase is present. As an alternate the clay can be excavated out and refilled with free draining sand. C.8.c. Performance and Maintenance We based the above pavement designs on a 35-year performance life for concrete. This is the amount of time before we anticipate the pavement will require reconstruction. This performance life assumes routine maintenance, such as seal coating and crack sealing. The actual pavement life will vary depending on variations in weather, traffic conditions and maintenance. Many conditions affect the overall performance of the exterior slabs and pavements. Some of these conditions include the environment, loading conditions and the level of ongoing maintenance. There is potential with concrete pavement to have thermal cracking develop within the first few years of placement, and continue throughout the life of the pavement. We recommend developing a regular maintenance plan for filling cracks in exterior slabs and pavements to lessen the potential impacts for cold weather distress due to frost heave or warm weather distress due to wetting and softening of the subgrade. C.9. Utilities C.9.a. Subgrade Stabilization Earthwork activities associated with utility installations located inside the building area should adhere to the recommendations in Section C.3.f. For exterior utilities, we anticipate the soils at typical invert elevations will be suitable for utility support. However, if construction encounters unfavorable conditions such as soft clay, organic soils or perched water at invert grades, the unsuitable soils may require some additional subcutting and replacement with sand or crushed rock to prepare a proper subgrade for pipe support. Project design and construction should not place utilities within the 1H:1V oversizing of foundations. C.9.b. Corrosion Potential We anticipate most utilities on this site will run through the southeast quadrant of the site. Based on our experience, the soils encountered by the borings in this area are moderately corrosive to metallic conduits, but only marginally corrosive to concrete. We recommend specifying non-corrosive materials Page 702 of 1042 Opus Design Build L.L.C. Project B2210644 March 6, 2025 Page 27 or providing corrosion protection, unless project planning chooses to perform additional tests to demonstrate the soils are not corrosive. C.10. Stormwater We understand there will be two underground infiltration systems on the project, located on the east and west sides of the building, at elevations above the lowest level slab. Based on the soil borings, there is variability in the soil profile including seams and layers of less permeable soils that will reduce the infiltration rate resulting in water flowing towards the building or mounding of water. Subcuts to expose granular soils could be performed to disrupt these confining layers and reconnect to the free draining sand at depth, where encountered. Additional observations during construction should be performed to evaluate the suitability of these soils where infiltration is required. We estimated infiltration rates for some of the soils we encountered in our soil borings, as listed in Table 10. These infiltration rates represent the long-term infiltration capacity of a practice and not the capacity of the soils in their natural state. Field testing, such as with a double-ring infiltrometer (ASTM D3385), may justify the use of higher infiltration rates. However, we recommend adjusting field test rates by the appropriate correction factor, as provided for in the Minnesota Stormwater Manual or as allowed by the local watershed. We recommend consulting the Minnesota Stormwater Manual for stormwater design. Table 10. Estimated Design Infiltration Rates Based on Soil Classification Soil Type Infiltration Rate * (inches/hour) Sands with less than 12% fines, poorly graded or well graded sands (SP, SP-SM) 0.8 Silty sands, silty gravelly sands (SM) 0.45 Silts (ML) 0.2 Clayey sands and clays (SC, CL) 0.06 * From Minnesota Stormwater Manual. Rates may differ at individual sites. Fine-grained soils (silts and clays), topsoil or organic matter that mixes into or washes onto the soil will lower the permeability. The contractor should maintain and protect infiltration areas during construction. Furthermore, organic matter and silt washed into the system after construction can fill the soil pores and reduce permeability over time. Proper maintenance is important for long-term performance of infiltration systems. Page 703 of 1042 Opus Design Build L.L.C. Project B2210644 March 6, 2025 Page 28 This geotechnical evaluation does not constitute a review of site suitability for stormwater infiltration, the volume that can be infiltrated, the time the water would take to dissipate or evaluate the potential impacts, if any, from infiltration of large amounts of stormwater. C.11. Equipment Support The recommendations included in the report may not be applicable to equipment used for the construction and maintenance of this project. We recommend evaluating subgrade conditions in areas of shoring, scaffolding, cranes, pumps, lifts and other construction equipment prior to mobilization to determine if the exposed materials are suitable for equipment support, or require some form of subgrade improvement. We also recommend project planning consider the effect that loads applied by such equipment may have on structures they bear on or surcharge – including pavements, buried utilities, below-grade walls, etc. We can assist you in this evaluation. D. Procedures D.1. Penetration Test Borings We drilled the penetration test borings with a truck-mounted core and auger drill equipped with hollow- stem auger. We performed the borings in general accordance with ASTM D6151 taking penetration test samples at 2 1/2- or 5-foot intervals in general accordance to ASTM D1586. The boring logs show the actual sample intervals and corresponding depths. We sealed penetration test boreholes meeting the Minnesota Department of Health (MDH) Environmental Borehole criteria with an MDH-approved grout. D.2. Exploration Logs D.2.a. Log of Boring Sheets The Appendix includes Log of Boring sheets for our penetration test borings. The logs identify and describe the penetrated geologic materials, and present the results of penetration resistance and other in-situ tests performed. The logs also present the results of laboratory tests performed on penetration test samples, and groundwater measurements. The Appendix also includes Fence Diagrams intended to provide summarized cross-sectional views of the soil profile across the site. Page 704 of 1042 Opus Design Build L.L.C. Project B2210644 March 6, 2025 Page 29 We inferred strata boundaries from changes in the penetration test samples and the auger cuttings. Because we did not perform continuous sampling, the strata boundary depths are only approximate. The boundary depths likely vary away from the boring locations, and the boundaries themselves may occur as gradual rather than abrupt transitions. D.2.b. Geologic Origins We assigned geologic origins to the materials shown on the logs and referenced within this report, based on: (1) a review of the background information and reference documents cited above, (2) visual classification of the various geologic material samples retrieved during the course of our subsurface exploration, (3) penetration resistance testing performed for the project, (4) laboratory test results, and (5) available common knowledge of the geologic processes and environments that have impacted the site and surrounding area in the past. D.3. Material Classification and Testing D.3.a. Visual and Manual Classification We visually and manually classified the geologic materials encountered based on ASTM D2488. When we performed laboratory classification tests, we used the results to classify the geologic materials in accordance with ASTM D2487. The Appendix includes a chart explaining the classification system we used. D.3.b. Laboratory Testing The exploration logs in the Appendix note the results of the laboratory tests performed on geologic material samples. We performed the tests in general accordance with ASTM procedures. D.4. Groundwater Measurements The drillers checked for groundwater while advancing the penetration test borings, and again after auger withdrawal. We then filled the boreholes or allowed them to remain open for an extended period of observation, as noted on the boring logs. Page 705 of 1042 Opus Design Build L.L.C. Project B2210644 March 6, 2025 Page 30 E. Qualifications E.1. Variations in Subsurface Conditions E.1.a. Material Strata We developed our evaluation, analyses and recommendations from a limited amount of site and subsurface information. It is not standard engineering practice to retrieve material samples from exploration locations continuously with depth. Therefore, we must infer strata boundaries and thicknesses to some extent. Strata boundaries may also be gradual transitions, and project planning should expect the strata to vary in depth, elevation and thickness, away from the exploration locations. Variations in subsurface conditions present between exploration locations may not be revealed until performing additional exploration work, or starting construction. If future activity for this project reveals any such variations, you should notify us so that we may reevaluate our recommendations. Such variations could increase construction costs, and we recommend including a contingency to accommodate them. E.1.b. Groundwater Levels We made groundwater measurements under the conditions reported herein and shown on the exploration logs, and interpreted in the text of this report. Note that the observation periods were relatively short, and project planning can expect groundwater levels to fluctuate in response to rainfall, flooding, irrigation, seasonal freezing and thawing, surface drainage modifications and other seasonal and annual factors. E.2. Continuity of Professional Responsibility E.2.a. Plan Review We based this report on a limited amount of information, and we made a number of assumptions to help us develop our recommendations. We should be retained to review the geotechnical aspects of the designs and specifications. This review will allow us to evaluate whether we anticipated the design correctly, if any design changes affect the validity of our recommendations, and if the design and specifications correctly interpret and implement our recommendations. Page 706 of 1042 Opus Design Build L.L.C. Project B2210644 March 6, 2025 Page 31 E.2.b. Construction Observations and Testing We recommend retaining us to perform the required observations and testing during construction as part of the ongoing geotechnical evaluation. This will allow us to correlate the subsurface conditions exposed during construction with those encountered by the borings and provide professional continuity from the design phase to the construction phase. If we do not perform observations and testing during construction, it becomes the responsibility of others to validate the assumption made during the preparation of this report and to accept the construction-related geotechnical engineer-of-record responsibilities. E.3. Use of Report This report is for the exclusive use of the addressed parties. Without written approval, we assume no responsibility to other parties regarding this report. Our evaluation, analyses and recommendations may not be appropriate for other parties or projects. E.4. Standard of Care In performing its services, Braun Intertec used that degree of care and skill ordinarily exercised under similar circumstances by reputable members of its profession currently practicing in the same locality. No warranty, express or implied, is made. Page 707 of 1042 Appendix Page 708 of 1042 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 709 of 1042 Elev./ Depth ft 932.3 0.7 931.0 2.0 926.0 7.0 919.0 14.0 892.0 41.0 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 END OF BORING Boring then grouted 5 10 15 20 25 30 35 40 45 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 (28) 18" qₚtsf MC % 4 4 Tests or Remarks P200=13% No recovery P200=8% Little 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-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:03/06/2025 ST-1 page 1 of 1 Page 710 of 1042 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 40 45 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:03/06/2025 ST-2 page 1 of 1 Page 711 of 1042 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 40 45 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:03/06/2025 ST-3 page 1 of 1 Page 712 of 1042 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 40 45 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:03/06/2025 ST-4 page 1 of 1 Page 713 of 1042 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 40 45 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:03/06/2025 ST-5 page 1 of 1 Page 714 of 1042 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 40 45 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:03/06/2025 ST-6 page 1 of 1 Page 715 of 1042 Elev./ Depth ft 929.5 1.0 923.5 7.0 918.5 12.0 906.5 24.0 902.5 28.0 884.5 46.0 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 END OF BORING Boring then grouted 5 10 15 20 25 30 35 40 45 50 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 (12) 18" 5-5-7 (12) 16" qₚtsf 3 2.25 3 MC % 7 19 30 23 Tests or Remarks OC=2% OC=4% ___________________ ////////////////////////////////////// Proposed lowest level slab elevation OC=1% 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:03/06/2025 ST-7 page 1 of 1 Page 716 of 1042 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 39.0 890.5 41.0 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) END OF BORING Boring then grouted 5 10 15 20 25 30 35 40 45 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 (14) 16" qₚtsf MC % 14 19 30 Tests or Remarks Refusal at 10 feet, offset 5 feet east. ___________________ ////////////////////////////////////// Proposed Lowest Slab Elevation 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:03/06/2025 ST-8 page 1 of 1 Page 717 of 1042 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 39.0 890.3 41.0 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) END OF BORING Boring then grouted 5 10 15 20 25 30 35 40 45 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 (30) 14" qₚtsf MC % 20 22 14 Tests or Remarks OC=2% ___________________ ////////////////////////////////////// Proposed Lowest Slab Elevation 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:03/06/2025 ST-9 page 1 of 1 Page 718 of 1042 Elev./ Depth ft 931.8 0.8 928.6 4.0 923.6 9.0 908.6 24.0 891.6 41.0 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) END OF BORING Boring then grouted 5 10 15 20 25 30 35 40 45 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 (19) 14" qₚtsf MC % 13 16 11 Tests or Remarks ___________________ ////////////////////////////////////// Proposed Lowest Slab Elevation Blows likely influenced by rock in sampler. Little to no recovery 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:03/06/2025 ST-10 page 1 of 1 Page 719 of 1042 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 34.0 891.8 41.0 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 END OF BORING Boring then grouted 5 10 15 20 25 30 35 40 45 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 (14) 16" qₚtsf MC % 4 4 5 Tests or Remarks No recovery P200=2% ___________________ ////////////////////////////////////// Proposed Lowest Slab Elevation P200=27% 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:03/06/2025 ST-11 page 1 of 1 Page 720 of 1042 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 40 45 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:03/06/2025 ST-12 page 1 of 1 Page 721 of 1042 934 934 929 929 924 924 919 919 914 914 909 909 904 904 899 899 894 894 889 889888.00 Legend Key Asphalt Fill SP CL ML SC Fence Diagram #1 Project ID:Vert. Scale:Hor. Scale:Date: Fence Diagram B2210644 Geotechnical EvaluaƟon1"=5'Eden 100NTS5100 Eden Avenue01/28/2025 Edina, Minnesota 0.7 2.0 7.0 14.0 41.0 ST-1N 18 27 26 15 23 12 18 22 21 16 28 0.8 2.0 7.0 12.0 24.0 31.0 ST-4N 9 11 21 5 14 12 16 8 11 1.0 2.0 7.0 12.0 19.0 23.0 25.0 34.0 39.0 41.0 ST-8N 4 5 2 REF 10 10 8 10 15 18 14 GFE = 912' Page 722 of 1042 933 933 928 928 923 923 918 918 913 913 908 908 903 903 898 898 893 893 888 888887.00 Legend Key Asphalt Fill SC SP SM CL SP-SM ML Fence Diagram #2 Project ID:Vert. Scale:Hor. Scale:Date: Fence Diagram B2210644 Geotechnical EvaluaƟon1"=5'Eden 100NTS5100 Eden Avenue01/28/2025 Edina, Minnesota 1.2 4.0 9.0 14.0 19.0 37.0 ST-12N 47 24 25 17 16 14 28 13 42 REF 0.8 4.0 9.0 12.0 31.0 ST-2N 30 26 29 15 12 30 19 27 18 0.6 7.0 12.0 19.0 24.0 33.0 36.0 ST-5N 11 7 3 4 5 4 9 10 20 21 1.0 2.0 7.0 12.0 19.0 23.0 25.0 34.0 39.0 41.0 ST-8N 4 5 2 REF 10 10 8 10 15 18 14 GFE = 912' Page 723 of 1042 934 934 929 929 924 924 919 919 914 914 909 909 904 904 899 899 894 894 889 889888.00 Legend Key Fill Asphalt SC SP CL SM Fence Diagram #3 Project ID:Vert. Scale:Hor. Scale:Date: Fence Diagram B2210644 Geotechnical EvaluaƟon1"=5'Eden 100NTS5100 Eden Avenue01/28/2025 Edina, Minnesota 0.3 7.0 14.0 33.0 36.0 ST-3N 34 35 40 23 55 22 REF 16 53 28 1.2 3.0 7.0 14.0 24.0 34.0 41.0 ST-11N 16 17 7 8 11 8 9 14 13 10 14 0.7 2.0 7.0 12.0 19.0 31.0 ST-6N 12 35 18 16 25 REF 24 38 20 0.8 4.0 9.0 24.0 41.0 ST-10N 17 12 12 14 14 17 21 REF 17 14 19 0.5 7.0 9.0 14.0 29.0 39.0 41.0 ST-9N 7 11 6 8 11 12 10 17 17 15 30 GFE = 912' Page 724 of 1042 Descriptive Terminology of Soil Based on Standards ASTM D2487/2488 (Unified Soil Classification System) Group Symbol Group NameB Cu ≥ 4 and 1 ≤ Cc ≤ 3D GW Well‐graded gravelE Cu < 4 and/or (Cc < 1 or Cc > 3)D GP Poorly graded gravelE Fines classify as ML or MH GM Silty gravelE F G Fines Classify as CL or CH GC Clayey gravelE F G Cu ≥ 6 and 1 ≤ Cc ≤ 3D SW Well‐graded sandI Cu < 6 and/or (Cc < 1 or Cc > 3)D SP Poorly graded sandI Fines classify as ML or MH SM Silty sandF G I Fines classify as CL or CH SC Clayey sandF G I CL Lean clayK L M PI < 4 or plots below "A" lineJ ML SiltK L M Organic OL CH Fat clayK L M MH Elastic siltK L M Organic OH PT Peat Highly Organic Soils Silts and Clays (Liquid limit less than 50) Silts and Clays (Liquid limit 50 or more) Primarily organic matter, dark in color, and organic odor Inorganic Inorganic PI > 7 and plots on or above "A" lineJ PI plots on or above "A" line PI plots below "A" line Criteria for Assigning Group Symbols and Group Names Using Laboratory TestsA Soil Classification Coarse‐grained Soils (more than 50% retained on No. 200 sieve)Fine‐grained Soils (50% or more passes the No. 200 sieve) Sands (50% or more coarse fraction passes No. 4 sieve) Clean Gravels (Less than 5% finesC) Gravels with Fines (More than 12% finesC) Clean Sands (Less than 5% finesH) Sands with Fines (More than 12% finesH) Gravels (More than 50% of coarse fraction retained on No. 4 sieve) Liquid Limit − oven dried Liquid Limit − not dried <0.75 Organic clay K L M N Organic silt K L M O Liquid Limit − oven dried Liquid Limit − not dried <0.75 Organic clay K L M P Organic silt K L M Q ParticleSize Identification Boulders.............. over 12" Cobbles................ 3" to 12" Gravel Coarse............. 3/4" to 3" (19.00 mm to 75.00 mm) Fine................. No. 4 to 3/4" (4.75 mm to 19.00 mm) Sand Coarse.............. No. 10 to No. 4 (2.00 mm to 4.75 mm) Medium........... No. 40 to No. 10 (0.425 mm to 2.00 mm) Fine.................. No. 200 to No. 40 (0.075 mm to 0.425 mm) Silt........................ No. 200 (0.075 mm) to .005 mm Clay...................... < .005 mm Relative ProportionsL, M trace............................. 0 to 5% little.............................. 6 to 14% with.............................. ≥ 15% Inclusion Thicknesses lens............................... 0 to 1/8" seam............................. 1/8" to 1" layer.............................. over 1" Apparent Relative Density of Cohesionless Soils Very loose ..................... 0 to 4 BPF Loose ............................ 5 to 10 BPF Medium dense.............. 11 to 30 BPF Dense............................ 31 to 50 BPF Very dense.................... over 50 BPF A. Based on the material passing the 3‐inch (75‐mm) sieve. B. If field sample contained cobbles or boulders, or both, add "with cobbles or boulders, or both" to group name. C. Gravels with 5 to 12% fines require dual symbols: GW‐GM well‐graded gravel with silt GW‐GC well‐graded gravel with clay GP‐GM poorly graded gravel with silt GP‐GC poorly graded gravel with clay D. Cu= D60/ D10 Cc = 𝐷30 2/ ሺ𝐷10 𝑥 𝐷60) E. If soil contains ≥ 15% sand, add "with sand" to group name. F. If fines classify as CL‐ML, use dual symbol GC‐GM or SC‐SM. G. If fines are organic, add "with organic fines" to group name. H. Sands with 5 to 12% fines require dual symbols: SW‐SM well‐graded sand with silt SW‐SC well‐graded sand with clay SP‐SM poorly graded sand with silt SP‐SC poorly graded sand with clay I. If soil contains ≥ 15% gravel, add "with gravel" to group name. J.If Atterberg limits plot in hatched area, soil is CL‐ML, silty clay. K. If soil contains 15 to < 30% plus No. 200, add "with sand" or "with gravel", whichever is predominant. L. If soil contains ≥ 30% plus No. 200, predominantly sand, add “sandy” to group name. M. If soil contains ≥ 30% plus No. 200 predominantly gravel, add “gravelly” to group name. N. PI ≥ 4 and plots on or above “A” line. O. PI < 4 or plots below “A” line. P. PI plots on or above “A” line. Q. PI plots below “A” line. Laboratory Tests DD Dry density,pcf qp Pocket penetrometer strength, tsf WD Wet density, pcf qU Unconfined compression test, tsf P200 % Passing #200 sieve LL Liquid limit MC Moisture content, %PL Plastic limit OC Organic content, %PI Plasticity index Consistency of Blows Approximate Unconfined Cohesive Soils Per Foot Compressive Strength Very soft................... 0 to 1 BPF................... < 0.25 tsf Soft........................... 2 to 4 BPF................... 0.25 to 0.5 tsf Medium.................... 5to 8 BPF .................. 0.5 to 1 tsf Stiff........................... 9 to 15 BPF................. 1 to 2 tsf Very Stiff................... 16 to 30 BPF............... 2 to 4 tsf Hard.......................... over 30 BPF................ > 4 tsf Drilling Notes: Blows/N‐value: Blows indicatethe driving resistance recorded for each 6‐inch interval. The reported N‐value is the blows per foot recorded by summing the second and third interval in accordance with the Standard Penetration Test, ASTM D1586. PartialPenetration:If the sampler could not be driven through a full 6‐inch interval, the number of blows for that partial penetration is shown as #/x" (i.e. 50/2"). The N‐value is reported as "REF" indicating refusal. Recovery: Indicates the inches of sample recovered from the sampled interval. For a standard penetration test, full recovery is 18", and is 24" for a thinwall/shelby tube sample. WOH: Indicates the sampler penetrated soil under weight of hammer and rods alone; driving not required. WOR: Indicates the sampler penetrated soil under weight of rods alone; hammer weight and driving not required. Water Level: Indicates the water level measured by the drillers either while drilling ( ), at the end of drilling ( ), or at some time after drilling ( ). Moisture Content: Dry:Absence of moisture, dusty, dry to the touch. Moist: Damp but no visible water. Wet: Visible free water, usually soil is below water table. 5/2021 Page 725 of 1042 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 726 of 1042 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 727 of 1042 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 728 of 1042 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 729 of 1042 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 730 of 1042 March 2025 2-2 DRAFT Page 731 of 1042 March 2025 2-3 DRAFT Page 732 of 1042 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 733 of 1042 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 734 of 1042 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 735 of 1042 March 2025 3-4 DRAFT Page 736 of 1042 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 737 of 1042 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 738 of 1042 March 2025 4-3 DRAFT Page 739 of 1042 March 2025 4-4 DRAFT Page 740 of 1042 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 741 of 1042 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 742 of 1042 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 743 of 1042 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 744 of 1042 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 745 of 1042 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 746 of 1042 March 2025 8-1 DRAFT 8.0 Appendix • Level of Service Worksheets Page 747 of 1042 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 748 of 1042 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 749 of 1042 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 750 of 1042 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 751 of 1042 GrandView District Development FrameworkEdina, MinnesotaDecember 7, 2011Revised January 17, 2012Revised January 25, 2012Revised January 31, 2012Revised March 27, 2012Revised April 5, 2012Page 752 of 1042 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 753 of 1042 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 754 of 1042 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 755 of 1042 4/05/121. Hope for ChangePage 756 of 1042 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 757 of 1042 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 758 of 1042 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 759 of 1042 4/05/122. Thoughts and InteractionsPage 760 of 1042 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 761 of 1042 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 762 of 1042 4/05/123. Patterns for a Neighborhood CenterPage 763 of 1042 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 764 of 1042 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 765 of 1042 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 766 of 1042 164/05/123. Patterns for a Neighborhood CenterLand Use Vernon AveEden AveArcadia AveHwy 100Illustrative Master PlanExisting BuildingsPotential DevelopmentProposed Civic Community BuildingsPage 767 of 1042 174/05/123. Patterns for a Neighborhood CenterLand Use Potential Build-OutVernon AveEden AveArcadia AveLibraryHwy 100City HallPage 768 of 1042 184/05/123. Patterns for a Neighborhood CenterLand Use Arcadia Avenue Looking NorthPage 769 of 1042 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 770 of 1042 203. Patterns for a Neighborhood Center4/05/12Land UsePublic Works Site Looking SoutheastGrandView CrossingArcadia AveEden AveHwy 100Page 771 of 1042 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 772 of 1042 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 773 of 1042 233. Patterns for a Neighborhood Center4/05/12Bus Garage Site Looking NortheastLand UseEden AveJerry’sPage 774 of 1042 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 775 of 1042 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 776 of 1042 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 777 of 1042 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 778 of 1042 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 779 of 1042 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 780 of 1042 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 781 of 1042 314/05/123. Patterns for a Neighborhood CenterPublic RealmEden AveLibraryGrandView SquareVernon AveLibrary Site Looking EastPage 782 of 1042 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 783 of 1042 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 784 of 1042 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 785 of 1042 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 786 of 1042 364/05/123. Patterns for a Neighborhood CenterTransportationDistrict Street FrameworkExistingProposedPage 787 of 1042 374/05/123. Patterns for a Neighborhood CenterTransportation Highway 100 and West Frontage Road Looking WestVernon AveEden AveHwy 100Page 788 of 1042 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 789 of 1042 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 790 of 1042 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 791 of 1042 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 792 of 1042 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 793 of 1042 434/05/123. Patterns for a Neighborhood CenterTransportationBicycle ImprovementsEden AvenueVernon between Eden and Interlachen Vernon south of EdenExistingExisting ExistingProposedProposed ProposedPrecedentPrecedentPage 794 of 1042 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 795 of 1042 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 796 of 1042 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 797 of 1042 474/05/123. Patterns for a Neighborhood CenterSustainability Page 798 of 1042 4/05/124. Moving Forward with a PurposePage 799 of 1042 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 800 of 1042 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 801 of 1042 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 802 of 1042 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 803 of 1042 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 804 of 1042 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 805 of 1042 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 806 of 1042 4/05/125. AppendixPage 807 of 1042 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 808 of 1042 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 809 of 1042 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 810 of 1042 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 811 of 1042 614/05/125. AppendixVernon and InterchangeTransportationPage 812 of 1042 624/05/125. AppendixVernonTransportationPage 813 of 1042 634/05/125. AppendixTransportationSplit DiamondPage 814 of 1042 644/05/125. AppendixTransportationSplit DiamondPage 815 of 1042 654/05/125. AppendixDesign AlternativesLibrary / Eden / LinkProposed Illustrative Plan (p.16)Alternative 1Alternative 2Alternative 3: Streetscape improvementsPage 816 of 1042 664/05/125. AppendixDesign AlternativesArcadia and Gus YoungProposed Illustrative Plan (p. 16)Alternative 1Alternative 2Page 817 of 1042 EdinaMN.gov Rezoning, Site Plan, Plat, and Variances 5100 Eden Avenue Page 818 of 1042 Page 819 of 1042 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 820 of 1042 Looking southeast Looking south on Arcadia Ave Page 821 of 1042 Looking northwest Looking southwest on Eden Avenue Page 822 of 1042 Zoning Page 823 of 1042 Comprehensive Plan – Future Land Use Site Page 824 of 1042 Grandview District Development Framework Page 825 of 1042 Grandview District Development Framework Page 826 of 1042 Grandview District Transportation Study Page 827 of 1042 Page 828 of 1042 Page 829 of 1042 Page 830 of 1042 Page 831 of 1042 Page 832 of 1042 Page 833 of 1042 Page 834 of 1042 Page 835 of 1042 *Requires variance Page 836 of 1042 *Requires variance Page 837 of 1042 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 838 of 1042 Pyramid of Discretion Page 839 of 1042 Staff Recommendation Close the public hearing at noon on Sunday, April 27 and continue action to Tuesday, May 6. Page 840 of 1042 Page 841 of 1042 Questions Page 842 of 1042 ARCADIA OFFICE EDINA MN, APRIL 2025 CITY COUNCIL Page 843 of 1042 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 844 of 1042 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 845 of 1042 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 846 of 1042 04 | 2025 SITE PLAN - MACRO CAHILL SCHOOL HILLTOP HEARTLINKGUS YOUNG SHOPPING CENTERWALLGREENS JERRY’S FOOD JERRY’S PARKING AVIDOR EDINA HIGHWAY 100HIGHWAY 100ARCADIA AVETRACKSFRONTAGEFRONTAGEFR O N T A G E 5146 EDEN - FUTURE GRANDVIEW MIXED USE SITE MAISON G R E E N EDEN A VE EDEN A V E OFFICENTER Page 847 of 1042 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 848 of 1042 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 849 of 1042 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 850 of 1042 04 | 2025 Page 851 of 1042 04 | 2025 Page 852 of 1042 04 | 2025 Page 853 of 1042 04 | 2025 Page 854 of 1042 THANK YOU COMMENTS AND DISCUSSION CITY COUNCIL Page 855 of 1042 CONTRIBUTIONS 2 Contributors 2 Visitors 11 GUEST BOOK Public Input- Opus 19 March 25 Liz Olson My name is Nancy Greer. My address is 5225 Grandview Square, Unit 216, Edina. All I will say about the construction of the 5100 Eden Avenue area… don't do it at the same time that the bridge is being taken out. The traႈc is gonna be a nightmare when that h appens and we have to manage traႈc, especially for the people trying to get out of Gra ndview Square going either way. Thanks so much. Bye bye. (Voicemail received 3/19/ 25 at 9:34AM. Transcribed by City Staႇ). AGREES 0 DISAGREES 0 REPLIES 0 22 April 25 Frank R Thomas Frank Thomas 505 John St Interlachen Park Why does Edina have any Building codes or Zoning codes at all? You make them look like suggestions. You're changing the Zoni ng and giving 12 variances most of which are quite substantial AGREES 0 DISAGREES 0 REPLIES 0 Better Together Edina Opus Oႈce Building - 5100 Eden Avenue Project Report Page 856 of 1042 d ITEM REPORT Date: May 6, 2025 Item Activity: Approve Meeting: City Council Agenda Number: 9.3 Prepared By: Addison Lewis, Community Development Coordinator Item Type: Report & Recommendation Department: Community Development Item Title: Resolution No. 2025-32: Lincoln and Londonderry Small Area Plan and Submission to the Metropolitan Council Action Requested: Adopt 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 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. 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 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 Page 857 of 1042 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 enhance the overall sense of community. Creating access to space encourages usage and promotes a strong sense of belonging, which is essential for 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 858 of 1042 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 8. Better Together Public Input Report Page 859 of 1042 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 860 of 1042 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 861 of 1042 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 862 of 1042 Lincoln and Londonderry Small Area Plan May 2025 Page 863 of 1042 Introduction2 May 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 reflects the collective vision and hard work of hundreds of dedicated residents, business owners, city staff, city volunteers, and officials. 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 864 of 1042 Introduction3May 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 865 of 1042 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 866 of 1042 May 2025 Executive Summaryii Executive Summary 00 Page 867 of 1042 May 2025Executive Summaryiii 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 868 of 1042 May 2025 Executive Summaryiv 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 869 of 1042 May 2025Executive Summaryv Page 870 of 1042 May 2025 Executive Summaryvi 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 871 of 1042 May 2025Executive 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 872 of 1042 May 2025 Executive Summaryviii 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 873 of 1042 May 2025Executive 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 874 of 1042 May 2025 Executive Summaryx 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 875 of 1042 Introduction4 May 2025 Nine Mile Creek Regional Trail looking west towards the Lincoln and Londonderry intersection. Image Source: Mend Collaborative Page 876 of 1042 Introduction5May 2025 Introduction 01 Page 877 of 1042 Introduction6 May 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 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. 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, significant 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 significant 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 significantly, particularly for office 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 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. Nine Mile Creek. Image Source: Mend CollaborativeThe Londonderry Shops. Image Source: Mend Collaborative Page 878 of 1042 Introduction7May 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. Significant 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 identified 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 refining recommendations to provide the level of detail necessary for implementation. This phase included finalizing 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 officially 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 879 of 1042 Introduction8 May 2025 STUDY AREA Page 880 of 1042 Introduction9May 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 offices, 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 benefits 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 identified three potential solutions: »Capacity Shifts: Retrofit 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 881 of 1042 Introduction10 May 2025 Engagement Edina residents had numerous opportunities to share their vision for the future of Lincoln and Londonderry. Throughout the first 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 refinement. 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 882 of 1042 Introduction11May 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 883 of 1042 Introduction12 May 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 significant 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 floodway 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, office 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 reflect 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 floodway, 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 wayfinding, and traffic concerns were identified. 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 sufficient 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 884 of 1042 Introduction13May 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 traffic.” “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 885 of 1042 Introduction14 May 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 finalized 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 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. 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: Page 886 of 1042 Introduction15May 2025 The recommendations in this Small Area Plan are divided into two categories: »Current Capacity Recommendations: »Capacity-Dependant Recommendations: Recommendation Navigation Getting Around SafelyGetting Around SafelyDecember 2024 DRAFT 49Getting 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 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 Off ice Office 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 Trail Rest Stop Commercial/Retail Rezone Art Opportunity Contour Lines Proposed Trail Extension Economic Development and Business December 2024 DRAFT48 Full Recommendation: Improve intersections for pedestrian safety. S13 | Improve Intersections To improve pedestrian safety, the intersections at Lincoln Dr and Londonderry Rd should be raised and modified to tighten the radii of the turning corners. Additionally, crosswalks should be added across Dovre, and across the driveway entrance to Londonderry Shops. Finally, a traffic calming median should be added at the Londonderry Shops entry. A raised intersection is a traffic calming and safety feature that elevates the entire intersection to the level of the surrounding sidewalks, slowing vehicular traffic and making the space more pedestrian-friendly. This design improves visibility, mobility, and accessibility by creating a seamless transition for individuals using wheelchairs, strollers, or bicycles. 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 difficulty. By prioritizing pedestrians and encouraging slower, more intentional vehicle movements, these raised intersections aim to promote a safer, more walkable, and connected community space, reinforcing a people-first approach to urban design. This raised crosswalk and signaling slows traffic and prioritizes pedestrian mobility. Source: Toolbox of Individual Traffic Calming Measures, US DOT. This raised intersection example is from the New York City Department of Transportation Street Design Manual. S13 S13 S13 Getting Around SafelyGetting Around SafelyDecember 2024 DRAFT 49Getting Around SafelyMap Legend Nine Mil e C r e e k T r a i l Nin 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 Off i c e Office 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 Trail Rest Stop Commercial/Retail Rezone Art Opportunity Contour Lines Proposed Trail Extension Economic Development and Business December 2024 DRAFT48 Full Recommendation: Improve intersections for pedestrian safety. S13 | Improve Intersections To improve pedestrian safety, the intersections at Lincoln Dr and Londonderry Rd should be raised and modified to tighten the radii of the turning corners. Additionally, crosswalks should be added across Dovre, and across the driveway entrance to Londonderry Shops. Finally, a traffic calming median should be added at the Londonderry Shops entry. A raised intersection is a traffic calming and safety feature that elevates the entire intersection to the level of the surrounding sidewalks, slowing vehicular traffic and making the space more pedestrian-friendly. This design improves visibility, mobility, and accessibility by creating a seamless transition for individuals using wheelchairs, strollers, or bicycles. 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 difficulty. By prioritizing pedestrians and encouraging slower, more intentional vehicle movements, these raised intersections aim to promote a safer, more walkable, and connected community space, reinforcing a people-first approach to urban design. This raised crosswalk and signaling slows traffic and prioritizes pedestrian mobility. Source: Toolbox of Individual Traffic Calming Measures, US DOT. This raised intersection example is from the New York City Department of Transportation Street Design Manual. S13 S13 S13 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 specific recommendation. S1 - S20 (s = short term) L1 - L6 (l = long term) S13 Page 887 of 1042 Housing and Development16 May 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 888 of 1042 Character of Housing and Development 02 Promote a balanced approach to housing that respects community needs and preferences. Page 889 of 1042 Housing and Development18 May 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 890 of 1042 Housing and DevelopmentHousing and Development 19May 2025 Full Recommendation: Rightsize development including residences, commercial development, and office 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 significant 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 891 of 1042 Housing and Development20 May 2025 setb a c k s lot d e p t h Minimum of 50% transparency for the first floor of commercial buildings 20’ height minimum first floor 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 first floor. Page 892 of 1042 Housing and DevelopmentHousing and Development 21May 2025 S2 | Establish Design Standards Design standards are a set of guidelines and best practices that define 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 first floor of commercial buildings. »Use of “natural” materials required on the first 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 first floor. »First-floor 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 financial assistance or rezoning to a PUD.POLICYno cost Page 893 of 1042 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 894 of 1042 Economic Development and Local Business 03 Encourage a diverse array of local businesses that support the community’s needs. Page 895 of 1042 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 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 Commercial/Retail Rezone Art Opportunity Contour Lines Proposed Trail Extension Economic Development and Business24 May 2025 Trail Rest Area (TRPD) Trail Seating Area (Edina) S3 Page 896 of 1042 25 Economic Development and BusinessMay 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 significant 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 reflects 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 office 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 897 of 1042 Economic Development and Business26Economic Development and BusinessMay 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, benefiting both employees and the broader community. Industrial buildings retrofitted 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 898 of 1042 27 Economic Development and BusinessMay 2025 This page has been intentionally left blank. Page 899 of 1042 Lincoln Drive and Londonderry Road in the summer. Image Source: Mend Collaborative Page 900 of 1042 Community Gathering Spaces 04 Create vibrant spaces that encourage and foster community and inclusivity. Page 901 of 1042 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 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 Economic Development and Business30 May 2025 S5 S5 Page 902 of 1042 31 Community Gathering SpacesMay 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 identified 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 specific 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.5'-0"ADJACENT BITUMINOUSTRAIL 6'-0"+/-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 4'-0"(6"-DEPTHCONCRETE)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 903 of 1042 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 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 Economic Development and Business32 May 2025 S6 S6 S6 Page 904 of 1042 33 Community Gathering SpacesMay 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 905 of 1042 34Community Gathering SpacesMay 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 benefits, 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 906 of 1042 35 Community Gathering SpacesMay 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 reflect 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 907 of 1042 Nine Mile Creek. Image Source: Resource Environmental Solutions Page 908 of 1042 Green Space and Stewardship37May 2025 Green Space and Environmental Stewardship Preserve and enhance the natural environment, prioritizing sustainability and outdoor activities. 05 Page 909 of 1042 Green Space and Stewardship38 May 2025 Lynmar infiltration basin filled with rainwater. Image Source: City of Edina Water Resources Lynmar infiltration basin sedges inundated with water. Image Source: City of Edina Water Resources Lynmar infiltration basin with black eyed susan blooms. Image Source: City of Edina Water Resources Lynmar infiltration 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 910 of 1042 Green Space and Stewardship39May 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 flows 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 flooding, erosion, and sewer overflows. To address these issues, bioswales and rain gardens should be used as natural solutions to capture, slow down, and filter 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, filtration, and infiltration. 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 filtration. Additionally, chloride does not degrade or break down naturally over time, meaning it accumulates in water bodies and groundwater. Infiltration-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 911 of 1042 Green Space and Stewardship40 May 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 beneficial 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 significant 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 specific 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 financially support these projects. Page 912 of 1042 Green Space and Stewardship41May 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 913 of 1042 Green Space and Stewardship42 May 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 infiltrate. The flow 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 first year of establishing new turf. Fertilizer applications are prohibited within 50 feet of any wetland or water resource.POLICYno cost Page 914 of 1042 Green Space and Stewardship43May 2025 LLSAP Ecological Design Standards Overstory Trees The trees must be classified 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 efficient 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 five 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 915 of 1042 Green Space and Stewardship44 May 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- efficient 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 significant/landmark trees per 5,000SF of lot area. Commercial and Civic: 4 significant/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 916 of 1042 Green Space and Stewardship45May 2025 This page has been intentionally left blank. Page 917 of 1042 Nine Mile Creek Regional Trail and wetland during the summer. Image Source: Mend Collaborative Page 918 of 1042 Getting Around Safely 06 Provide safe and accessible multi-modal transportation options within and around the district. Page 919 of 1042 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 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 Commercial/Retail Rezone Art Opportunity Contour Lines Proposed Trail Extension Economic Development and Business48 May 2025 Trail Rest Area (TRPD) Trail Seating Area (Edina) S13 S13 S13 Page 920 of 1042 Getting Around SafelyGetting Around Safely 49May 2025 Full Recommendation: Improve intersections for pedestrian safety. S13 | Improve Intersections To improve pedestrian safety, consideration should be given to traffic 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 traffic calming feature that elevates the entire intersection to the level of the surrounding sidewalks, slowing vehicular traffic 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 difficulty. 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 traffic calming solutions. Whenever possible, improvements should promote a safer, more walkable and connected community space, reinforcing a people- first 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 921 of 1042 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 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 Commercial/Retail Rezone Art Opportunity Contour Lines Proposed Trail Extension Economic Development and Business50 May 2025 Trail Rest Area (TRPD) Trail Seating Area (Edina) S14 Page 922 of 1042 Getting Around SafelyGetting Around Safely 51May 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. The bridge over Hwy 169 already has a 10’ pedestrian and bicycle facility. Nine Mile Creek Regional Trail followed this alignment before the Hwy 169 underpass was completed. The City should 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 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 923 of 1042 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 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 Commercial/Retail Rezone Art Opportunity Contour Lines Proposed Trail Extension Economic Development and Business52 May 2025 Trail Rest Area (TRPD) Trail Seating Area (Edina) S15 Page 924 of 1042 Getting Around SafelyGetting Around Safely 53May 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$$$ Page 925 of 1042 Getting Around SafelyMap Legend Nine M i l e C r e e k T r a i l Ni n e M i l e C r e e k T r a i l HWY 169HWY 169Londonderry Road Londonderry Drive The L o d e n A p t s Children’s Business Campus Dovre Drive Lincoln DriveParking Garage The Londonderry Shops MPLS Area Realtors OfficeOffice IndustrialIndustrial Industrial + Office Existing Drive Surfacing Nine Mile Creek Trail Existing Buildings 100 Year Flood Extents Existing Parkland Property Existing Trees Proposed Trees Existing Sidewalks Proposed Sidewalks Intersection Improvement Commercial/Retail Rezone Art Opportunity Contour Lines Proposed Trail Extension Economic Development and Business54 May 2025 Trail Rest Area (TRPD) Trail Seating Area (Edina) S16 S16 Page 926 of 1042 Getting Around SafelyGetting Around Safely 55May 2025 S16 | Improve Desire Lines Full Recommendation: Improve desire lines” to Children’s, the Loden, and the Londonderry Shops. Circulation pattern data in Lincoln and Londonderry reveal several well-defined desire lines, where pedestrians have created informal routes to make walking more efficient or enjoyable. These paths cut through existing lawn areas at the Londonderry Shops and behind the Children’s Campus, indicating a need for improved circulation loops to better connect key destinations in the area. At the Londonderry Shops, the recommendation includes adding an accessible ramp from the parking lot to the street corner to improve pedestrian access. Additionally, Loden residents currently navigate informal paths behind the Children’s Campus “back of house” area to reach the Nine Mile Creek Trail. This recommendation suggests establishing a clearly defined trail for residents. The purple line on the left shows an accessible sidewalk down to the Lincoln and Londonderry intersection. People often travel down this inaccessible slope to reach the sidewalk at Lincoln Drive and Londonderry Road. could be eligible for grant funding PROJECT$$ Page 927 of 1042 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 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 Commercial/Retail Rezone Art Opportunity Contour Lines Proposed Trail Extension Economic Development and Business56 May 2025 Trail Rest Area (TRPD) Trail Seating Area (Edina) S17 S17 S17 Page 928 of 1042 Getting Around SafelyGetting Around Safely 57May 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 11’-0”11’-0” 50’-0” 12’-0”6’-0”6’-0” 6’-0” 50’-0” 12’-0”12’-0”12’-0”7’-0” 6’-0” 50’-0” 12’-0”12’-0”12’-0”7’-0” already compete in S17 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 929 of 1042 Getting Around SafelyGetting Around Safely58 May 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 flexible, reliable transit option for those commuting to downtown, neighboring areas, or regional destinations via the Green Line.POLICYno cost Lincoln and Londonderry Page 930 of 1042 Getting Around SafelyGetting Around Safely 59May 2025 This page has been intentionally left blank. Page 931 of 1042 Open House at Walnut Ridge Park. Image Source: Mend Collaborative Page 932 of 1042 Community Involvement and Visionary Planning 07 Foster a forward-thinking approach to development that involves the community. Page 933 of 1042 62Community Involvement and PlanningMay 2025 Full Recommendation: Develop community branding and consolidate signage and wayfinding. S19 | Develop Community Branding This effort proposes not only developing community branding through signage but also prioritizing practical and effective wayfinding solutions along the trail and and in locations that will guide people to local businesses. Interviews with business owners identified this as a very important priority, highlighting the critical role wayfinding plays in driving traffic 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 wayfinding system is functional, user-friendly, and reflective of the area’s unique character. By addressing these wayfinding needs, the final 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-wayfinding- implementation/ would likely utilize City funding PROJECT$ Page 934 of 1042 63 Community Involvement and PlanningMay 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 reflect 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 935 of 1042 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 936 of 1042 Long-Term Visioning 08 Page 937 of 1042 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 Long Term Visioning66 Trail Rest Area (TRPD) Trail Seating Area (Edina) May 2025 L1 Page 938 of 1042 67 Long Term VisioningMay 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 identified 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 efficient use of the existing infrastructure, retaining and retrofitting 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.finehomebuilding.com/project-guides/framing/ contemporary-hybrid-timber-framePOLICYno cost Page 939 of 1042 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 Long Term Visioning68 Trail Rest Area (TRPD) Trail Seating Area (Edina) May 2025 L2 Page 940 of 1042 69 Long Term VisioningMay 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-floor parking, four-story mixed-use apartment buildings featuring retail or commercial spaces such as convenience stores, coffee shops, or restaurants on the first floor. 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-first-true- zero-carbon-development/ L2 | Rezone for Development POLICYno cost Page 941 of 1042 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 Long Term Visioning70 Trail Rest Area (TRPD) Trail Seating Area (Edina) May 2025 L3 L3 Page 942 of 1042 71 Long Term VisioningMay 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 943 of 1042 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 Long Term Visioning72 Trail Rest Area (TRPD) Trail Seating Area (Edina) May 2025 L4 L4 V Page 944 of 1042 73 Long Term VisioningMay 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 filtration, 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 945 of 1042 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 Long Term Visioning74 Trail Rest Area (TRPD) Trail Seating Area (Edina) May 2025 L5 Page 946 of 1042 75 Long Term VisioningMay 2025 This recommendation aims to improve the safety and flow 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 conflicts and improves safety for non-motorized users. Vehicles will be directed to enter the new development area before Dovre Drive to reduce through traffic 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 traffic towards development rather than towards Dovre Drive. Image Source: Google Maps L5 | Redesign Circulation Full Recommendation: Redesign circulation to establish smaller blocks and direct traffic closer to the highway. Developer is responsible for land dedication, design, and construction. Some financial assistance from the City may be necessary.PROJECT$$$ Page 947 of 1042 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 Long Term Visioning76 Trail Rest Area (TRPD) Trail Seating Area (Edina) May 2025 L6 Page 948 of 1042 77 Long Term VisioningMay 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 filtration 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 traffic, 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 filter water before entering Nine Mile Creek. Could be grant eligible PROJECT$$$ Page 949 of 1042 Walnut Ridge Open House. Image Source: Mend Collaborative Page 950 of 1042 79 ImplementationMay 2025 09 Implementation Page 951 of 1042 80Implementation May 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 flourishing 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 financial 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 952 of 1042 81 ImplementationMay 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 office spaces, thus creating jobs and stimulating the local economy. Foundation Grants: Private foundations can fund specific 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 953 of 1042 82Implementation May 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 financing, 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 954 of 1042 End of Document Page 955 of 1042 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 956 of 1042 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 957 of 1042 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 958 of 1042 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 959 of 1042 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 960 of 1042 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 961 of 1042 2024 Small Area Plan Page 962 of 1042 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 963 of 1042 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 964 of 1042 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 965 of 1042 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 966 of 1042 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 967 of 1042 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 968 of 1042 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 969 of 1042 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 970 of 1042 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 971 of 1042 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 972 of 1042 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 973 of 1042 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 974 of 1042 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 975 of 1042 Lincoln and Londonderry Small Area Plan15 Thank you! Page 976 of 1042 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 977 of 1042 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 978 of 1042 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 979 of 1042 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 980 of 1042 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 981 of 1042 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 982 of 1042 Legend Lincoln-Londonderry Small Area Plan Parcel Boundaries January 3, 2024 ± Page 983 of 1042 Better Together Edina Lincoln and Londonderry Small Area Plan Project Report Page 984 of 1042 Phil Mantyh, Parkwood Knolls. This project is half a mile from my house and my 3 youn g kids and I walk here every week. My feedback is on the Long-term, capacity-depend ent vision (requiring sewer upgrades): looking at the proposal it feels like yet again the f eedback of the actual residents who live nearby and will actually be impacted by this ar e being ignored. The report suggests building multiple four-story apartment complexes in this compact area is a good idea. The local residents made it clear during the Solhe m project proposal that this approach is not desired (for multiple reasons that were exp lained in many city council meetings), so I want to stress again to please listen to local residents who overwhelmingly do not want this. I applied to be a member of this small a rea planning group but my application was rejected (no doubt because I've made my o pinions on this matter public before) in favor of bringing on people who live on the com plete opposite end of Edina who support this kind of mass development. (Comment upl oaded by City Staff on behalf of Phil Mantyh) Chip Jones, Bredesen Park. First of all, a big "Thank You" to the City of Edina for spen ding the time and resources on creating the Lincoln and Londonderry Small Area Plan. Overall it looks really well thought out, detailed and considered. My one concern is the amount of future traffic created by adding all of this proposed housing in this plan. For now it sounds like the sewer capacity issue will limit those levels for now, but I do think this is something that needs to be considered on a longer term basis. Secondly, I have a concern that creating more commercial businesses in the Lincoln/Londonderry area might attract TOO much traffic from 169. I drive 169 on a daily basis and know firsthan d that there are no easily accessible gas, convenience stores, or similar services locate d on 169, from Anderson Lakes Boulevard (5 miles to the south) to Medicine Lake Blvd (9 miles to the north). This is a 14 mile stretch of highway (169) that does not have easil y accessible food or gas services. If there were an easily accessible convenience store , fast food, gas station, etc in the Lincoln/Londonderry area, my fear is that it would brin g in too much traffic from 169. Just something to consider. Thirdly, in terms of the "Esta blish a Community Gathering Space", it is listed as S7 in the PDF, but I can’t find its loc ation on any of the maps in the PDF. Where would that this amenity be located? Thank you all again! GUEST BOOK Public Input- Lincoln and Londonderry Small Area Plan Visitors 34 Contributors 14 CONTRIBUTIONS 14 18 February 25 Liz Olson AGREES 0 DISAGREES 0 REPLIES 0 24 February 25 cjonesmn AGREES 0 DISAGREES 0 REPLIES 0 Page 985 of 1042 Hope Melton, Concord This is a carefully considered, balanced, and visionary Small Ar ea Plan for the future development of the Lincoln-Londonderry area. Small Area Plans have an immediate impact at the neighborhood level and, as is the case with this Plan, resident input must be considered. However, the Plan is an integral part of the entire Ci ty and it is this common good that it must serve—hence its need to conform to the larg er Comprehensive Plan. As stated, it is “primed for equitable growth that will provide af fordable housing and help the City reach its equity and diversity goals” to the benefit of its businesses, schools district, and the whole community. It also conforms to City goals outlined in its Comprehensive Plan, and its Climate Action Plan. I especially like the de sign work to expand walking and biking areas, and the creation of trail resting places wi th benches. To this end, it also creates smaller blocks to enhance community-building and walkability, directing traffic closer to the highway. Kudos too for supporting transit s ervice that will establish bus service west to the Light Rail station. Regarding the recom mendations for four-story multi-family buildings. I grew up in an affluent neighborhood i n Evanston Illinois, two blocks from the Lake. There were several 4-story apartment bui ldings I passed every day on my walk to school and they did absolutely nothing to lower property values, increase crime, or otherwise detract from the quality of our neighborho od life. I strongly support this Small Area Plan. Congratulations to all who took part in it s creation. Andrew Heyer, I live in Parkwood Knolls. I walk or bike every day on the Nine Mile Cre ek Regional Trail, and I support this plan. I think it is important to upgrade the sewage c apacity and reorganize the area so there is more green space around the Nine Mile Cr eek Regional Trail. I believe all communities should include affordable housing. The pr oposed four story unit will be a very efficient use of our limited space and will not be obt rusive. Direct access to the the light rail stop is also important. I believe these investme nts in our infrastructure and community will increase property values and quality of life f or our residents. GUEST BOOK Public Input- Lincoln and Londonderry Small Area Plan 25 February 25 Hope Melton AGREES 0 DISAGREES 0 REPLIES 0 28 February 25 Dimitry Dimitry Smelansky, Londonderry HOA. The authors of the proposals assured residents that local community needs and preferences would be respected and prioritized. Despit e the local community's overwhelming rejection of the earlier proposed apartment build ing, the plan still calls for the construction of four multi- story buildings. AGREES 0 DISAGREES 0 REPLIES 0 05 March 25 GayleK I like most of the plan. Most important to me are 1) naturalizing plantings and 2) providi ng easy, direct access to the light rail stop. I would like Edina to increase sewage capac ity in this area for long-term planning, including affordable housing. THank you. AGREES 0 DISAGREES 0 REPLIES 0 06 March 25 Vmousseau Vicky Mousseau, Harriet Manor. I support the Current (sewer) Capacity option. Edina h as over-developed itself in recent years, filling most available green space with expens ive multi-unit housing, over-burdening our fire department and increasing taxes for resi dent homeowners by giving tax breaks to the commercial builders. I’d like this pace to slow so that Edina remains an affordable place for people from a broad spectrum of ec onomic situations to live. AGREES 0 DISAGREES 0 REPLIES 0 19 March 25 Andrew Heyer AGREES 0 DISAGREES 0 REPLIES 0 Page 986 of 1042 Vasanti Mudkanna, Parkwood Knolls: I support the plan and would like to see the follo wing included in it if possible: 1. Noise Wall: Consider using natural noise barriers like li ving walls in conjunction with artificial walls wherever possible. 2. Buckthorn Managem ent: Put some onus on property dwellers to contain buckthorn that grows just outside th eir properties on public land. 3. New Tree Planting: Please include fruit trees and bush es and not just the usual cottonwoods. It is a delight to come across ripe fruits while bik ing or walking on trails like the raspberry bushes on some Hopkins trails. GUEST BOOK Public Input- Lincoln and Londonderry Small Area Plan 19 March 25 Vasanti Mudkanna AGREES 0 DISAGREES 0 REPLIES 0 Page 987 of 1042 GUEST BOOK Public Input- Lincoln and Londonderry Small Area Plan Hi, First, thank you for all your careful thought into this plan, and for taking resident fee dback into consideration. Actual, realistic, implementation of this area was just too big of a stretch in the previous plan. The new ideas and talking points seem far more "inte ntional" than the last plan that just kind of "spammed" the small area in a manner that o nly benefited a massive builder and city stats. Things I find especially desirable in this new, revised plan include: - Positive recreational updates and improvements to access abilty and enjoyment of the Nine Mile Creek area. The addition of consistent pedistrian pathways in this area, (as opposed to the "patchwork" paths/sidewalks that don't even connect to each other), sound amazing. Nine Mile Creek is a true gem. The boardwalk addition is also a true gem. It is a perfect example of integrating pedestrian joy without damaging or altering this very unique natural asset. The connection between Nine Mile Creek and Bredesen Park is so, so special in a dense, urban/suburban area. Both resi dents and local employees love this asset and continued small sitting and picnicing are as near it, in the Small Area node, in a manner that is repectful to nature, are very welc ome and make total sense. It provides significant ROI and can realistically be impleme nted. - Small-scale commercial updates/additions in the form of anything that includes another Olives-type restaurant. The current office buildings nearest Londonderry are ac tually very useful buildings that could be realistically repurposed, with existing sewage capacity, for a bit of neighborhood commercial that fosters community assets for reside nts and employees. The current building layout is actually very nice - keeping parking a nd retail doorways on the freeway side (hopefully moving the parking lot entrance from it's current Lincoln Ave. location to a new Londonderry location), AND, adding potential new facades and retail doorways on the Lincoln Drive side, but with NO parking lots an d NO on street parking on this side. The Lincoln Ave. retail doorways and sitting areas would be intended for foot and bike traffic - think awnings, bikeracks, sitting areas, land scaping, and existing mature trees with people enjoying malts or lunch. Out of respect f or neighbors accross the street, and general neighborhood feel, the Lincoln Ave. facad es would also include non-neon or plastic light-up signange. Rather, only "quaint" neigh borhood appropriate signange that adds to pedestrian aesthetics, This would relate to, and take full advantage of what will surely be improved pedestrian pathways on Lincoln . :-) Combine the two, and you have an amazing Small Area that provides significant R OI and can realistically be implemented. -It is noted and appreciated that scale has bee n changed and a large, dense building removed from the plan. Hopefully smaller reside ntial buildings can be included in the plan, (tear down all the blighted warehouses), and provide for the intended, up to 20ish%, affordable housing. The sociologist in me can't help but feel that creating a building of 100% afforable housing, as was proposed befor e, is very insensitve to the residents of that building. Give those qualifying for low inco me housing the opportunity to scatter throughout the city, (as was intended before build ers could buy-out), in a way that not everyone knows about their finances just by the b uilding they live in. It screams, "Edina met our numbers goal!", without caring about the softer side and privacy of people at all. - Things I/we don't want to see. A gas station. 1 69 is a gas and convience desert. If a gas station is put in, the intersection will be a roa d-stop for all 169. Nope. In sum of this long ramble, the small area plan now represents a thoughful revision that honors one of a kind urban natural assets, the "recycling" of e xisting buildings, the creation of long-missing dinning/small retail options on the west si de, and thoughful affordable housing opportunities. This plan involves change and re-z oning - which is totally fine and the right thing to do. The enourous difference from the p revious plan is that it is a true mixed-use project repurposing and nurturing existing infr astructure, recycled buildings, current natural treasures, and finally honoring the desire for small-scale neighborhood dinning/retail long missing from the west side. Again, tha nk you for the opportunity for residential engagement in this plan all along. It feels like t he city is the leader now. - Thank you 10 April 25 Sara SK AGREES 0 DISAGREES 0 REPLIES 0 Page 988 of 1042 Hello, Yes thank you for your work on this plan and allowing feedback. I am a life time r esident of Edina and have seen the transformation of this area and county road 18 into Hwy 169. I was happy when they added the entrance and exits to that location. I don't see the expansion of the sewer system a good idea until it makes some sense. Putting a large scale low income or not apartment building there to justify the costs is wrong. th e area need more restaurants type businesses. keeping the connection of the the Nine mile trail from becoming a more dense location. I agree the residents that are closest t o the area should have the greatest voice. We are strongly against any large-scale development at Hwy 169 and Londonderry. Ar ea residents believe so-called "affordable housing" will result in more crime and conge stion to this area. In any case, we don't want the heavy construction trucks and noise f or years that would result from any redevelopment of this area, which now consists of a perfectly adequate business park. The Edina City Council seems bound and determine d to lower property values and take away our nice way of life with their proposal for a lo wer-income, mass housing site at this location. In any case, the site is not-within walkin g distance of any stores or transit, other than a small strip mall. GUEST BOOK Public Input- Lincoln and Londonderry Small Area Plan 11 April 25 Jeff b gisselbeck AGREES 0 DISAGREES 0 REPLIES 0 11 April 25 Mike B AGREES 0 DISAGREES 0 REPLIES 0 Page 989 of 1042 Here’s a cleaned-up and more organized version of your statement. I preserved your t one and main arguments, while improving clarity, sentence flow, and structure: --- **St atement in Opposition to the Current Small Area Plan Proposal** I oppose the Small Ar ea Plan proposal in its current form. Both the content of the proposal and the process u sed to develop it have largely disregarded input from members of the immediate neigh borhood. While there were so-called "listening sessions" held by members of the City C ouncil, Planning Commission, and the Working Group, the concerns raised by resident s were seemingly ignored. Among the most frequently voiced concerns were: - The ov er-commercialization of the Lincoln/Londonderry area - The increased traffic such com mercialization would bring - The significant increase in residential population density e nvisioned by the plan Despite these concerns, the final report does not reflect them in a ny meaningful way. In fact, it fails to clearly distinguish between two very different com ponents of the plan: 1. **Short-Term Improvements (Not Dependent on Sewer Capacity )** These proposals—such as improved greenways, road and intersection upgrades, a nd enhancements to trails and public spaces—are largely positive and should move for ward. They represent achievable, broadly supported goals that could benefit the entire community. 2. **Long-Term Proposals (Dependent on Sewer Capacity Increases)** Th e most controversial aspects of the plan—those that prompted strong opposition from t he neighborhood—are the long-term proposals. These include significant rezoning to al low for new commercial, retail, light industrial, and high-density residential developmen ts. Yet, these major proposals are given virtually no detail in the report. The most impac tful section—concerning future land use and rezoning—is confined to a single page bur ied deep in the second half of the document. This is unacceptable for what has been th e central issue for the community for years. Moreover, these long-term changes are ent irely contingent upon solving a serious sewer capacity issue. However, the plan provid es no information about how this will be addressed—no cost estimates, no timeline, no strategy. Essentially, it asks for a blank check to approve major development in an inde terminate future. This is not responsible planning. The plan should instead focus on act ionable items—projects that can be accomplished today or in the foreseeable future. W e should not approve speculative, unfunded development proposals based on a hypoth etical future in which a multi-million-dollar infrastructure challenge has somehow been resolved. **Concerns About Process and Transparency** In addition to concerns about the substance of the plan, I am deeply troubled by the process that produced it. The m akeup of the Working Group itself raises questions, with only two members residing in the neighborhood most directly impacted. Equally troubling is the lack of transparency. Both Mayor Hoveland and Community Development Coordinator Addison Lewis have publicly stated that the Working Group was subject to Minnesota Open Meeting Laws. Yet, to my knowledge, none of the group's meetings were publicly noticed—neither to t hose who requested updates nor on any public calendar. This lack of openness further undermines confidence in the plan and in the process that led to its creation. GUEST BOOK Public Input- Lincoln and Londonderry Small Area Plan 16 April 25 Ed Cohen AGREES 0 DISAGREES 0 REPLIES 0 Page 990 of 1042 GUEST BOOK Public Input- Lincoln and Londonderry Small Area Plan Dear Honorable Mayor Hovland and Edina City Council Members, As long term reside nts of the Parkwood Knoll neighborhood, we are writing to you to express our strong op position to the current proposed "The Lincoln and Londonderry Small Area Plan." First, in our perception, the process was in support of massive development of the Lincoln an d Londonderry Area. At the initial public open gathering held at Walnut Ridge Park this past summer the developer from Solheim group was in attendance. This is not good op tics for those of us who believed such a meeting was to be impartial and non-biased. M any of my neighbors questioned why a developer would attend such a meeting posture d by City Staff, one Council Member, and Edina's outside Marketing consultants as an opportunity to engage with the community for their initial thoughts on the development of the property. At this gathering, many residents expressed their concerns about devel oping the Lincoln and Londonderry area. Additionally at this gathering, Council Member , Caroline Jackson, who was in attendance, continuing used the the term "blight" to des cribe the business area. A term which we fundamentally disagree with. If this term was used to justify some future plan for which residents were not aware we find that notion troubling. This terminology to many of us listening to Carolyn Jackson signaled that larg e scale development and TIF is imminent. We drive on Lincoln and Londonderry roads everyday and we would not consider this area as being in a state of blight. Our primary opposition to the current plan is that we thought the Small Area Plan was to discover a nd discuss with the residents their desires for the area and create a framework for dev elopment. The Small Area Plan that has been presented already has apartments, town houses, parking spaces, and swimming pools filling all the spaces on the site map. No where in this plan do we see "Balanced Development" or "Right Size Development" wh ich is stated as a goal for the Small Area Plan. The proposed plan looks as though the design order was to build and fit as much as you can on the sites. This is in contrast to when the Green Farms Area development was in the planning stage. The developer w as told by the Edina City Council to make the area exceptional; as it was one of the last areas to be developed in Edina. Now Edina has another parcel of land, which may be t he last large parcel to be developed. It seems that a high density development is a fore gone conclusion based upon the Lincoln and Londonderry Small Area Plan; developing an area to be exceptional is a long forgotten premise. In the stated Conclusion + Next Step section of the Small Area Plan it states, "Serving as a key guide for future develo pment decision-making, the plan provides a framework to help city officials, developers , and stakeholder's ensure that growth aligns with the shared vision of the city resident s, fostering a thriving sustainable community." The neighborhood residents have voice d very strong concern about increased traffic . However, it is only listed once as a conc ern in the planning material. Nowhere in the Lincoln and Londonderry plan are the num bers of housing units, cars, and population growth numbers been forthcoming. At the Li ve-Feedback Presentation, which I attended, a city staff member mentioned that the int ersection of Lincoln and Londonderry can handle over 18,000 cars a day. Increased tra ffic is a major and real concern. The Parkwood Knolls neighborhood will become a cut though for vehicle traffic. There is no way to deny this outcome. In fact we saw this phe nomenon when Highway 169 was closed several years ago. The increase of traffic is a n issue that the small area plan and the city has not addressed. With this increase traffi c and greater access to our Parkwood Knolls neighborhood we fear we will see a great er uptick in crime. As residents of this neighborhood for over 63 years we have definitel y seen more crime. What specific strategies does the city and the developer have to pr otect the homeowners to this almost certain event? The Edina City staff and developer s need to be honest with the surrounding residents about the impact of the increased v ehicle traffic due to the high density development. As we conclude this letter of objectio n, City staff and developers needs to explain not only to area residents but all of Edina how water and sewer treatment will be handled given that this was the primary issue d efeating the low income housing proposal. Specifically, what strategies will be impleme nted and what costs will the city residents bare in order to upgrade water and sewer to handle this proposal. Please understand that we chose to live in the Parkwood Knolls area because of the quiet neighborhood. We chose to not live by the developments in t he Southdale Area, 50th and France, or by Jerry's grocery store. It seems that Edina's governing body is pushing for increase density in all areas of Edina. The pro developer agenda of high density seems to be more important to the city government than listenin g to the residents who live in the area; who want to maintain a quiet and desirable neig hborhood. Respectfully Submitted, Margaret and Bill Joas 6409 Biscayne Blvd Edina, MN 55436 27 April 25 Mjoas AGREES 0 DISAGREES 0 REPLIES 0 Page 991 of 1042 My parents bought and moved into 5225 Grandview Square in 2001. It seemed like a perfect place for downsizing, long term Edina residents to move to. Convenient access to shopping, freeways and businesses they had used for years. Fast forward 24 years. Getting into, and out of my mom's residence is, at a minimum, challenging. Nothing con venient about the area today. What appears to be out of control growth has overwhelm ed the infrastructure of the entire area. Traffic on Vernon, Eden, Sherwood and Arcadia is a free-for-all. Jerry's is overwhelmed. Edina is not yet done trying to add more densit y to the area. As a longtime resident of Parkwood Knolls, I see the writing on the wall. Vernon used to be four lanes and was manageable if a driver wanted to drive 5 miles a n hour under the speed limit. Now there are bike lanes with no apparent users. Adding more housing to the Lincoln and Londonderry area will start overwhelming Vernon Ave. and traffic will overflow into Parkwood Knolls where there is no through traffic. Edina ha s been a desirable place to live because it was Edina. There was an attractive culture. A place one could aspire to move to. It wasn't desirable because of widespread afforda ble housing. I have personal experience with the valuable role affordable housing has played in Edina. It is sufficient at the current level. There are new high density housing developments in, and in close proximity to western Edina. The Loden in Edina, in Hopk ins along Blake and Excelsior Blvd, in Minnetonka off of Highway 62, in Eden Prairie off of 212. There is no market driven need to force more high density housing into west Ed ina. One has to wonder what is driving the continued attempts to over develop this area . We have learned that it is not the residents of the area who have chosen the low dens ity, low intensity living environment for a reason. Steve Powless GUEST BOOK Public Input- Lincoln and Londonderry Small Area Plan 27 April 25 Stephen H Powless AGREES 0 DISAGREES 0 REPLIES 0 Page 992 of 1042 d ITEM REPORT Date: May 6, 2025 Item Activity: Discussion Meeting: City Council Agenda Number: 9.4 Prepared By: Cary Teague, Community Development Director Item Type: Report & Recommendation Department: Community Development Item Title: Sketch Plan Review for 6016 Vernon Avenue (Vernon Memory Care) Action Requested: No action requested. Provide the applicant non-binding feedback on a potential future land use application. Information/Background: Greco Properties have submitted a sketch plan proposal to tear down the existing Kee’s auto repair shop at 6016 Vernon Avenue and build a new three-story 20-unit memory care facility. The existing site is zoned PCD-4, Planned Commercial District, which allows only automobile service centers, gas stations and car washes. Therefore, to accommodate this request the following would be required: • A Rezoning from PCD-4, Planned Commercial District 4 to PRD-5, Planned Residential District 5 • Site Plan Review • Multiple Variances in the Site Plan, including building setbacks, parking lot setbacks and number of parking spaces. Resources/Financial Impacts: Relationship to City Policies: Supporting Documentation: 1. Staff Review Memo 2. Applicant Narrative 3. Proposed Sketch Plans 4. Building Massing 5. Site Location, Comp Plan, & Zoning 6. Existing Conditions Survery 7. Met Council Land Use Categories 8. Met Council Correspondence 9. Applicant Planning Commission Presentation Page 993 of 1042 City of Edina • 4801 W. 50th St. • Edina, MN 55424 City Hall • Phone 952-927-8861 Fax 952-826-0389 • www.CityofEdina.com Date:April 30, 2025 To:Planning Commission From:Cary Teague, Community Development Director Re:Sketch Plan Review – 6016 Vernon Avenue (Vernon Memory Care) The Planning Commission is asked to consider a sketch plan proposal to tear down the existing Kee’s auto repair shop at 6016 Vernon Avenue and build a new three-story 20-unit memory care facility. The existing site is zoned PCD-4, Planned Commercial District, which allows only automobile service centers, gas stations and car washes. Therefore, to accommodate this request the following would be required: ➢A Rezoning from PCD-4, Planned Commercial District 4 to PRD-5, Planned Residential District 5. Principle Uses allowed in the PRD-5 Zoning District include: “Rest homes, convalescent homes and nursing homes.” The term "convalescent home" means a building or group of buildings licensed by the state department of public welfare for the care of children, the aged or infirm, or a place of rest and care for those suffering physical or mental disorders. ➢Site Plan Review. ➢Multiple Variances in the Site Plan, including building setbacks, parking lot setbacks and number of parking spaces. As with all sketch plan reviews, the Planning Commission is asked to provide non-binding comments and direction on a potential future development request. Areas of focus should be on the following: ➢The Proposed land use. Is this an appropriate land use for the site given the amount of variances necessary as part of the proposed site plan? ➢Zoning. Is PRD-5 the appropriate zoning district? Page 994 of 1042 City of Edina • 4801 W. 50th St. • Edina, MN 55424 The following table demonstrates compliance with PRD-5 Zoning: COMPLIANCE TABLE City Standard (PRD-5) Proposed Structure Setbacks Front – Vernon Front – Eden Prairie Road Side – West Parking & Drive-aisle Setbacks Front – Vernon Front – Eden Prairie Road Side – West 35 feet* 35 feet* 35 feet* 20 feet 20 feet 10 feet 10 feet** 4 feet** 50 feet 0 feet** 7 feet** 2 feet** Height 3 stories and 36 feet 3 stories and 36 feet Parking Stalls Convalescent home = 1 stall per 4 patients and one per employee (13 stalls required) 10 stalls** (visitor parking would be on Eden Prairie Road) Building Coverage 35 35-45** FAR 1.20 1.03 *Determined by Building Height **Requires a Variance Page 995 of 1042 City of Edina • 4801 W. 50th St. • Edina, MN 55424 Issues/considerations: ➢Comprehensive Plan. The site is guided MDR, Medium Density Residential in the Comprehensive Plan. Note in the table below that the land use category description includes “small institutional uses.” Staff contacted the Metropolitan Council to see how a memory care facility would be classified. The City of Edina’s Sector Representative from the Metropolitan Council stated that the use should be classified as institutional and therefore would not require a Comprehensive Plan Amendment. (See the attached Met Council Land Use Categories and the attached email chain from Met Council staff.) Below is the land use category for MDR, Medium Density Residential designation: Page 3-11 of the Comprehensive Plan states: “Institutional land uses are located through the city. They are occupied by large public and private service providers such as public safety (police, fire), essential services (public works), county libraries, hospitals, and other medical care facilities. They also include schools, social, cultural, and educational establishments, and cemeteries. 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 Existing Land Use Plan Site Existing Page 996 of 1042 City of Edina • 4801 W. 50th St. • Edina, MN 55424 ➢ Excess Parking and Access. Based on the City’s parking standards, the site would not meet the parking minimum. Additionally, the code does not account for visitor parking. Therefore, visitor parking would likely spill out onto Eden Prairie Road. A parking study would be done to determine the specific impact on the surrounding neighborhood. Concern is also raised regarding the through access off both Eden Prairie Road and Vernon. This through access could turn into use by residents to the north for a cut through. This would be further examined as part of a traffic study with a formal application. ➢ Screening of parking. Per Section 36-1457 (4) of the Zoning Ordinance: “Off-street parking facilities containing six or more spaces and all loading facilities shall be screened from streets located within 50 feet, and from lots which are used for any residential purpose which are located within 50 feet. Said distance shall be the shortest distance between the parking facility or loading facility and the nearest part of the street or the nearest lot line of the residential lot.” This site is located within 50 feet of residential uses to the west and north. There is little or no room to provide landscaping given the proposed setback. A 6-foot wooden fence would be recommended around the parking area to provide screening. ➢ Trash Enclosure. Detailed information would have to be provided for any trash enclosure. Trash storage facilities, including recycling storage facilities, shall be screened from all lot lines and public road rights-of-way. Per Section. 36-1460 all required screening shall be located on the lot occupied by the use, building, facility or structure to be screened. No screening shall be located upon any public road right-of-way, or within 20 feet of the traveled portion of a street. ➢ Sidewalks. A sidewalk would be required to be installed along Vernon Avenue per the Bike and Pedestrian Master Plan. Page 997 of 1042 Page 998 of 1042 Page 999 of 1042 kaas wilson architects VERNON AVE MEMORY CAREPROJECT DATA 1.0 02/18/25 UNIT MIX - GROSS AREA Name Count Unit Gross Area Total Area %Main Floor 0 BR (Studio) Unit S1 20 372 ft² 7,440 ft² 100% 20 7,440 ft² 100% Grand total 20 7,440 ft² 100% PARKING Level Type Count Level 1 Surface 20 20 GROSS AREA - TOTAL Level Area Level 3 6,227 ft² Level 2 6,227 ft² Level 1 6,227 ft² Grand total 18,681 ft² Planning Division 4/9/25 SubmittedPage 1000 of 1042 ENTRY PROPOSED MEMORY CARE BUILDING PATIO/ OUTDOOR SPACE TEMP DELIVERY PARKINGV e rn o n A v e S E den P r a i ri e R d 12'-0" kaas wilson architects VERNON AVE MEMORY CARESITE PLAN 2.0 02/19/25 1/32" = 1'-0"1 SD Site Plan Planning Division 4/9/25 SubmittedPage 1001 of 1042 744 ft² Commons 1,559 ft² Commons 372 ft² Unit S1 372 ft² Unit S1 372 ft² Unit S1 372 ft² Unit S1 372 ft² Commons ENTRY COMMERCIAL KITCHEN OUTDOOR ACCESS POTENTIAL SHORT-TERM CARE (EX: TRANSITIONAL) OFFICES THERAPEUTIC SPACE ENCLOSED GARDEN/PATIO kaas wilson architects VERNON AVE MEMORY CAREFLOOR PLANS LEVEL 1 3.0 02/19/25 1/16" = 1'-0"1 Level 1 Planning Division 4/9/25 SubmittedPage 1002 of 1042 372 ft² Unit S1 233 ft² Stair 372 ft² Unit S1 372 ft² Unit S1 110 ft² Elevator 1,117 ft² Corridor 372 ft² Unit S1 372 ft² Unit S1 372 ft² Unit S1 372 ft² Unit S1 233 ft² Stair 372 ft² Unit S1 1,559 ft² Commons (DEDICATED FLOOR AMENITY SPACE: DINING, DAYROOM, SUNROOM, PORCH) kaas wilson architects VERNON AVE MEMORY CAREFLOOR PLANS LEVEL 2 - 3 3.1 02/18/25 1/16" = 1'-0"1 Level 2 - 3 Planning Division 4/9/25 SubmittedPage 1003 of 1042 kaas wilson architects VERNON AVE MEMORY CARERENDERINGS 5.1 04/16/25 24-254 VERNON AVE LOOKING SOUTHWEST VERNON AVE LOOKING NORTHEAST Page 1004 of 1042 kaas wilson architects VERNON AVE MEMORY CARERENDERINGS 5.0 04/08/25 24-254 6'-0"T. FENCE 8'-0"T. FENCE 10'-0"T. FENCE 6'-0"T. FENCE 8'-0"T. FENCE 10'-0"T. FENCE 6'-0"T. FENCE 8'-0"T. FENCE 10'-0"T. FENCE Page 1005 of 1042 Site Page 1006 of 1042 Page 1007 of 1042 Site Page 1008 of 1042 Page 1009 of 1042 Page 1010 of 1042 Planning Division 4/9/25 SubmittedPage 1011 of 1042 2016 GENERALIZED LAND USE LOCAL PLANNING HANDBOOK 2016 GENERALIZED LAND USE CATEGORIES AND DEFINITIONS Approximately every five years, the Council compiles generalized land use information for the region using aerial photos (spring 2016), with additional assistance from county parcel data and assessor’s information, field checks, and community review. Providing an existing land use map and table are part of the completeness requirements for 2040 Comprehensive Plan Updates. You can use your community’s generalized land use map (JPG or PDF) and associated table to help meet completeness requirements. Your community’s generalized land use map and table are available on your Community Page of the Local Planning under the “Maps and Tables” tab at the bottom of the page. The 2016 generalized land use shapefiles are also available in this location. Below are the 2016 Generalized Land Use categories and definitions. More information on the Generalized Land Use categories is available with the 2016 Generalized Land Use GIS Metadata. SINGLE-FAMILY RESIDENTIAL Land used exclusively for residential purposes and containing a single dwelling unit. Single-Family residential land uses include the following four categories: Single-Family Detached Land meeting the general definition of single-family residential and detached from any other residential dwelling unit (for example, with open space on all four sides). Includes detached townhomes. Seasonal/Vacation Land meeting the general definition of single-family residential containing a dwelling unit occupied seasonally or used as vacation property. Manufactured Housing Park Land meeting the general definition of Single-Family, Detached dwelling and designated for the placement of multiple manufactured housing structures. This classification is NOT used for an individual manufactured home. Farmstead Land that encompasses the single-family residential dwelling and associated buildings of a farm. Associated buildings of a farm may include buildings used for animal husbandry (including barns, chicken coops, and grain solos) along with accessory uses. MULTI-FAMILY RESIDENTIAL Land used exclusively for residential multiple-family dwellings containing a building or multiple buildings. Multi-Family residential land uses include the following two categories: Single-Family Attached Land meeting the general definition of multi-family residential containing two or more attached dwelling units (share a common wall, each with primary ground floor access to the outside). Examples: Attached townhome, double bungalow, triplex, and large multi-unit structures with each unit having its own external entrance. Multi-Family Land meeting the general definition of residential containing two or more attached dwelling units, one or more of which does not have primary ground floor access to the outside. Examples: Apartment building and condominium with a main entrance for all residents. RETAIL AND OTHER COMMERCIAL Land used for the provision of goods or services. This category is for general sales and services that comprise the vast majority of establishments typically associated with commercial land use. This category is used as the default for commercial/retail land uses. Examples include: store, restaurant, hotel, bank, daycare facility, mini-storage facility, Continue to next page Page 1 Page 1012 of 1042 Page 2 Continue to next page Metrodome, Excel Center, Canterbury Downs, YMCA, American Legion, and skeet club/outdoor gun range. OFFICE Land used predominantly for administrative, professional, or clerical services. Examples include: law offices, accounting firms, clinics (but not hospitals), and veterinary clinics. MIXED USE Land containing a building with mixed uses. Includes the following three categories: Mixed Use Residential Land containing a building with multiple uses in combination with residential unit(s). Examples include: Galtier Plaza in St. Paul, a mom & pop bakery with living space above it. Mixed Use Industrial Land containing a building with multiple uses in combination with industrial uses and NO residential units. An example would be a building containing a warehouse, offices, and stores. Mixed Use Commercial and Other Land containing a building with multiple uses but with NO residential units or industrial uses. An example would be a building containing commercial shops, childcare facility, offices, and/or restaurants. Downtown areas usually have buildings where the first and/or second floor is commercial and the rest is office, these types of buildings would be included under this category. INDUSTRIAL AND UTILITY Land containing manufacturing, transportation, construction companies, communications, utilities or wholesale trade. This category includes publicly owned industrial lands (for example: wastewater treatment plants, water towers, large transit garages, DOT road sanding stockpiles or maintenance staging areas). Industrial also includes warehouses, some special horticultural uses (for example: large greenhouses that do not sell to the public), landfills, and automotive junk yards. Radio and TV stations are also included in this category. EXTRACTIVE Land containing extractive industry, for example, gravel pits or quarries. INSTITUTIONAL Land used primarily for religious, governmental, educational, social, cultural or major health care facilities (where they have beds for overnight stay). Examples include: schools, synagogues, cemeteries, hospitals, nursing homes, city halls, county and state fairgrounds, and museums. PARK, RECREATIONAL OR PRESERVE Land used for park and recreational sport assembly or passive open space. This may occur at community level fields, regional parks, public parks, private parks, campgrounds, small urban parks, playgrounds, rest areas, and other venues used for indoor and outdoor sporting events or like purposes. This category includes passive recreational activities or areas, such as park preserves, wildlife refuges, habitat areas, public plazas, river walks, Department of Natural Resources or US Fish and Wildlife owned land, greenways and residential common areas with distinguishable walk or bike paths. GOLF COURSE Land used for golfing, including driving range and practice areas. MAJOR HIGHWAY Major roadway strips of land on which a vehicular rights-of-passage exists under the following conditions: all interstate highways; all 4-lane divided highways with rights-of-way of 200 feet or greater in width; or all 4-lane roads with Metropolitan Council functional class designation of “Principal Arterial”. RAILWAY Land used and occupied or intended to be occupied by multiple railroad track lines or similar uses. This includes railroad classification, storage and repair yards; intermodal containerized freight and transload facilities; and railroad depots that might otherwise be classified under as industrial. Page 1013 of 1042 AIRPORT Land used for the operation of aircraft and any related uses (for example: parking lot or car rental) that are on the airport property. AGRICULTURAL Land used for agricultural purposes. Includes discernable cultivation (ground tillage or crop rows) horticulture, floriculture (exotic flowers), viticulture (grapes) activities, pasture, and a broad range of other agricultural activities such as horse boarding and training, kennels, sod farms, tree farms, fish production and processing, storage areas or buildings. UNDEVELOPED Land not currently used for any defined purpose that may or may not contain buildings or other structures or has no discernable use based on the aerial photos or available data. Undeveloped may include non-protected wetlands or lands currently under development. Note: these lands are NOT necessarily available for development. WATER A body of open water or flowing waterway inclusive within a discernable shoreline. This typically does not include wetlands or periodically flooded areas. Generally only features three acres or greater in size were delineated. Areas definable as another land use type will not be depicted as in the Water category (e.g. major highway bridge over a river and marina). The 2016 Generalized Land Use Map and Table is located on your Community Page of the Local Planning Handbook and can be used to help meet Existing Land Use completeness requirements. Metropolitan Council 390 Robert Street North Saint Paul, MN 55101 metrocouncil.org Main: 651.602.1000 TTY: 651.291.0904 Public Information: 651.602.1500 public.info@metc.state.mn.us LOCAL PLANNING HANDBOOK June 2018 Page 1014 of 1042 From:Turnquest, Amber To:Cary Teague Subject:RE: Potential Memory Care Facility in Edina Date:Tuesday, April 15, 2025 2:47:05 PM Attachments:image001.png EXTERNAL EMAIL ALERT: This email originated from outside the City of Edina. Do not click links or open attachments unless you recognize the sender and know the content is safe. I believe it would. ---Amber Turnquest, AICP Pronouns: she/her/hers Senior Planner Community Development P. 651-602-1576 From: Cary Teague <cteague@EdinaMN.gov> Sent: Tuesday, April 15, 2025 1:30 PM To: Turnquest, Amber <amber.turnquest@metc.state.mn.us> Subject: [EXTERNAL] RE: Potential Memory Care Facility in Edina Great…thank you. Would our medium density classification work as it refers to small institutional uses? (see below) Page 1015 of 1042 Cary Teague, AICP, Community Development Director952-826-0460 | Fax 952-826-0389 | Cell 952-292-02364801 W. 50th St. | Edina, MN 55424cteague@EdinaMN.gov | EdinaMN.gov/Planning From: Turnquest, Amber <amber.turnquest@metc.state.mn.us> Sent: Tuesday, April 15, 2025 12:35 PM To: Cary Teague <cteague@EdinaMN.gov> Subject: RE: Potential Memory Care Facility in Edina EXTERNAL EMAIL ALERT: This email originated from outside the City of Edina. Do not click links or open attachments unless you recognize the sender and know the content is safe. I think that would best fall under an institutional use. ---Amber Turnquest, AICPPronouns: she/her/hers Senior Planner Community Development Page 1016 of 1042 P. 651-602-1576 From: Cary Teague <cteague@EdinaMN.gov> Sent: Tuesday, April 15, 2025 12:32 PM To: Turnquest, Amber <amber.turnquest@metc.state.mn.us> Subject: [EXTERNAL] RE: Potential Memory Care Facility in Edina Thank you! What would you recommend for a land use classification in the comprehensive plan? Cary Teague, AICP, Community Development Director952-826-0460 | Fax 952-826-0389 | Cell 952-292-02364801 W. 50th St. | Edina, MN 55424cteague@EdinaMN.gov | EdinaMN.gov/Planning From: Turnquest, Amber <amber.turnquest@metc.state.mn.us> Sent: Tuesday, April 15, 2025 12:30 PM To: Cary Teague <cteague@EdinaMN.gov>; Boylan, Patrick <Patrick.Boylan@metc.state.mn.us> Subject: RE: Potential Memory Care Facility in Edina EXTERNAL EMAIL ALERT: This email originated from outside the City of Edina. Do not click links or open attachments unless you recognize the sender and know the content is safe. Good afternoon, Cary, Doing well, hope you are too! Memory care facilities are considered group quarters, not housing units and cannot be calculated toward density. Please reach out if you have any other questions. Thanks, Amber ---Amber Turnquest, AICP Pronouns: she/her/hers Senior Planner Community Development P. 651-602-1576 From: Cary Teague <cteague@EdinaMN.gov> Sent: Monday, April 14, 2025 2:44 PM To: Boylan, Patrick <Patrick.Boylan@metc.state.mn.us>; Turnquest, Amber <amber.turnquest@metc.state.mn.us> Subject: [EXTERNAL] Potential Memory Care Facility in Edina Good afternoon, Patrick and Amber, Hope all is well! We have a potential project here in Edina for a redevelopment project to tear down an old automobile repair station to build a 20-unit memory care facility. The site is just 16,000 square feet in size. Our question is, should we calculate the density for this site the same as a regular apartment? We believe that we should. Each unit is 400 s.f. in size and would have its own bathroom. They would not have cooking facilities. Page 1017 of 1042 Any thoughts? Thanks, Cary Cary Teague, AICP, Community Development Director952-826-0460 | Fax 952-826-0389 | Cell 952-292-02364801 W. 50th St. | Edina, MN 55424cteague@EdinaMN.gov | EdinaMN.gov/Planning Page 1018 of 1042 kaas wilson architects VERNON AVE MEMORY CAREPROJECT DATA 1.0 02/18/25 UNIT MIX - GROSS AREA Name Count Unit Gross Area Total Area %Main Floor 0 BR (Studio) Unit S1 20 372 ft² 7,440 ft² 100% 20 7,440 ft² 100% Grand total 20 7,440 ft² 100% PARKING Level Type Count Level 1 Surface 20 20 GROSS AREA - TOTAL Level Area Level 3 6,227 ft² Level 2 6,227 ft² Level 1 6,227 ft² Grand total 18,681 ft² Page 1019 of 1042 ENTRY PROPOSED MEMORY CARE BUILDING PATIO/ OUTDOOR SPACE TEMP DELIVERY PARKINGV e rn o n A v e S E den P r a i ri e R d 12'-0" kaas wilson architects VERNON AVE MEMORY CARESITE PLAN 2.0 02/19/25 1/32" = 1'-0"1 SD Site Plan Page 1020 of 1042 744 ft² Commons 1,559 ft² Commons 372 ft² Unit S1 372 ft² Unit S1 372 ft² Unit S1 372 ft² Unit S1 372 ft² Commons ENTRY COMMERCIAL KITCHEN OUTDOOR ACCESS POTENTIAL SHORT-TERM CARE (EX: TRANSITIONAL) OFFICES THERAPEUTIC SPACE ENCLOSED GARDEN/PATIO kaas wilson architects VERNON AVE MEMORY CAREFLOOR PLANS LEVEL 1 3.0 02/19/25 1/16" = 1'-0"1 Level 1 Page 1021 of 1042 372 ft² Unit S1 233 ft² Stair 372 ft² Unit S1 372 ft² Unit S1 110 ft² Elevator 1,117 ft² Corridor 372 ft² Unit S1 372 ft² Unit S1 372 ft² Unit S1 372 ft² Unit S1 233 ft² Stair 372 ft² Unit S1 1,559 ft² Commons (DEDICATED FLOOR AMENITY SPACE: DINING, DAYROOM, SUNROOM, PORCH) kaas wilson architects VERNON AVE MEMORY CAREFLOOR PLANS LEVEL 2 - 3 3.1 02/18/25 1/16" = 1'-0"1 Level 2 - 3 Page 1022 of 1042 kaas wilson architects VERNON AVE MEMORY CARERENDERINGS 5.0 04/08/25 24-254 6'-0"T. FENCE 8'-0"T. FENCE 10'-0"T. FENCE 6'-0"T. FENCE 8'-0"T. FENCE 10'-0"T. FENCE 6'-0"T. FENCE 8'-0"T. FENCE 10'-0"T. FENCE Page 1023 of 1042 kaas wilson architectsVERNON AVE MEMORY CAREINTERIORS - CONCEPT IMAGES3.5 02/19/25Page 1024 of 1042 kaas wilson architectsVERNON AVE MEMORY CAREEXTERIORS - CONCEPT IMAGES3.6 02/19/25Page 1025 of 1042 d ITEM REPORT Date: May 6, 2025 Item Activity: Discussion Meeting: City Council Agenda Number: 9.5 Prepared By: Chad Millner, Engineering Director Item Type: Report & Recommendation Department: Engineering Item Title: Edina High School Parking Challenges and Creek Valley Parking Lot Discussion Action Requested: None, discussion only. Information/Background: Staff and Council have received lots of feedback related to Edina High School students' parking in the Creek Valley Neighborhood west of the high school. The traffic safety committee recently approved and implemented parking changes along some of the streets. There is a parking lot at Creek Valley athletic fields. Staff will provide historical context and facilitate a discussion around the topic. Resources/Financial Impacts: Discussion only. Relationship to City Policies: Discussion only. Supporting Documentation: 1. Creek Valley Parking Lot Discussion Presentation Page 1026 of 1042 EdinaMN.gov Edina High School Parking Challenges and Creek Valley Parking Lot Discussion May 6, 2025 Tom Swenson, Assistant Parks & Recreation Director Chad Millner, Engineering Director Page 1027 of 1042 Questions 1.Does Council want to provide parking to EHS? 2.Does Council want to maintain this parking lot in the winter? Discussion Topics •2018 Parking Study •2025 Parking Changes •Soccer Field Parking Lot Page 1028 of 1042 Overview VALLEY VIEW RD CREEK VALLEY RD ANTRIM RDPage 1029 of 1042 2018 Parking Study Page 1030 of 1042 2018 Parking Study Page 1031 of 1042 Current Parking Restrictions VALLEY VIEW RD CREEK VALLEY RD Temporary Page 1032 of 1042 2025 Parking Restriction Changes VALLEY VIEW RD CREEK VALLEY RD Approved by Council Temporary, requested by FD Page 1033 of 1042 Soccer Field Parking Lot – Existing Conditions •45 stalls (2 accessible) •No accessible route to EHS •No snow removal •No parking school days 8 a.m. – 4 p.m. •School district property •Heavy summer use •Minimal MNCRT use Page 1034 of 1042 Soccer Field Parking Lot - Options 1.Allow parking lot use w/ no snow removal. 1.“Lot is not maintained. Park at your own risk” 2.Allow parking lot use w/ snow removal – extra city cost. 3.Maintain current restriction, add more signage. Page 1035 of 1042 d ITEM REPORT Date: May 6, 2025 Item Activity: Information Meeting: City Council Agenda Number: 10.1 Prepared By: Perry Vetter, Parks & Recreation Director Item Type: Minutes Department: Parks & Recreation Item Title: Minutes: Parks & Recreation Commission, March 11, 2025 Action Requested: None; information only. Information/Background: Receive the minutes from the March 11, 2025 Parks & Recreation Commission meeting. Supporting Documentation: 1. Minutes: Parks & Recreation Commission March 11, 2025 Page 1036 of 1042 Draft Minutes☐ Approved Minutes☒ Approved Date: 04/08/2024 Minutes City of Edina, Minnesota Edina Parks & Recreation Commission Braemar Golf Course March 11, 2025 7 p.m. 1. Call to Order Chair Pfuhl called the meeting to order at 7 p.m. 2. Roll Call Answering roll call were Commissioners Bye, Hulbert, Kane, Luangrath, Pfuhl, Welsh, Wick and Student Commissioners Eilertson and Syed Commissioner(s) Absent: Garazatua and Weaver Staff Present: Staff Liaison Perry Vetter, Assistant Director Parks & Natural Resources Tom Swenson, Assistant Director Recreation & Facilities Tracy Petersen, Park Planner Rachel Finberg, Recreation Supervisor Rachael Walters and Administrative Coordinator Janet Canton 3. Approval of Meeting Agenda Motion made by Kane to approve the meeting agenda. Motion seconded by Luangrath. Motion carried. 4. Approval of Meeting Minutes 4.1 Minutes: Parks & Recreation Commission Feb. 11, 2025 Motion made by Wick to approve the Feb. 11, 2025, minutes. Motion seconded by Kane. Motion carried. 5. Special Recognitions and Presentations 5.1 Welcome Newly appointed Parks & Recreation Commissioners Chair Pfuhl introduced the two new Commissioners, Tyler Bye and Peter Hulbert and each Commissioner introduced themselves to the new Commissioners. 6. Community Comment None 7. Reports/Recommendations 7.1 Outdoor Ice Rink Season Recap and Preview of Summer Sports Programming Assistant Director Petersen introduced Recreation Supervisor Rachael Walter. Recreation Supervisor Walter gave a recap and presentation of the past outdoor ice rink season and gave a preview of the summer sports programming. Commissioners asked questions. 7.2 2025 Park Project Updates Page 1037 of 1042 Draft Minutes☐ Approved Minutes☒ Approved Date: 04/08/2024 Staff Liaison Vetter, Assistant Director Swenson and Park Planner Finberg gave a presentation and update on Fred Richards Park, Braemar Park, Braemar Arena, Playground Projects and Park Improvement Projects. Commissioners asked questions and made comments. 7.3 2025 Parks & Recreation Commission Work Plan Updates Staff Liaison Vetter informed the Commission there are still spots open to be on Initiatives #1, #4 and #5. Initiative 1.5.1 – Review and comment on Braemar Arena Implementation – Staff Liaison Vetter informed the Commission it is still early in the process and there is nothing at this time for the group to be working on. Initiative 1.5.2 – Review and Compare Park Shelter Building Amenities and Function – Staff Liaison Vetter informed the Commission that staff is working with Snow Kreilich Architects on putting together some early data and are getting ready for the group to meet with the architecture firm and provide their feedback. Initiative 1.5.3 – Review 2016 Parks & Recreation Strategic Plan content, identify key study areas to include in upcoming 2026 update for topics, research and potential data collection – Staff Liaison Vetter explained to the Commission why they do a strategic plan He noted the group will review the 2016 Strategic Plan and decide what they want to update and replicate as well as new things to start thinking about. Initiative 1.5.4 – Research and if feasible, develop action plan or further research of no more than two Alternative Funding Strategies (2023 Work Plan Item) to progress that initiative. Staff Liaison Vetter informed the Commission this group will work on no more than two alternative funding strategies. Initiative 1.5.5 – Review Climate Action Plan priorities and conduct research on external park agencies that are implementing projects that would be beneficial to the Edina Park system. Staff Liaison Vetter informed the Commission this group will work with the City’s Sustainability Manager for actions relating to the Park System. Commissioners will research external park agencies that are implementing projects successfully and see if they are relevant for consideration and planning in Edina. Initiative 1.5.6 – City Code Update – Article III. Boards, Committees and Commissions, Division 7. Parks & Recreation Commission – Staff Liaison Vetter informed the Commission this initiative will come from the City’s Clerk office. Commissioner Bye stated that he would like to be on Initiative #5 and Commissioner Hulbert indicated that he would like to be on Initiatives #1 and #4. 8. Chair and Member Comments Chair Pfuhl shared with the Commission that Assistant Director Tracy Petersen recently received the Clifton E. French Service Award. This award is given by the Minnesota Recreation Parks Association and is their highest honor. The Commissioners congratulated Assistant Director Petersen. 9. Staff Comments 9.1. Upcoming 2025 Meetings and Events Staff Liaison Vetter gave the following updates: Page 1038 of 1042 Draft Minutes☐ Approved Minutes☒ Approved Date: 04/08/2024 Commissioners received a mailing from the Three Rivers Park District that annually invites them to their State of the Parks address. The upcoming meetings in April, May and June are regular meetings and the November meeting will be on Wednesday, Nov 12 . 10. Adjournment Motion made by Kane to adjourn the March. 11, 2025, meeting at 8:37 p.m. Motion seconded by Welsh. Meeting adjourned. Page 1039 of 1042 d ITEM REPORT Date: May 6, 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, March 27, 2025 Action Requested: None; information only. Information/Background: Receive the minutes of the Transportation Commission's March 27, 2025 regular meeting. Supporting Documentation: 1. Minutes: Mar. 27, 2025 Page 1040 of 1042 Draft Minutes☐ Approved Minutes☒ Approved Date: April 17, 2025 Minutes City Of Edina, Minnesota Transportation Commission City Hall Community Room March 27, 2025 1. Call to Order Chair Lewis called the meeting to order at 6:00 p.m. 2. Roll Call Answering roll call: Commissioners Bildsten, Brown, Olson, Rubenstein, Trueger, White, Wright, Lewis Late: Commissioner Rosen Absent: Commissioner Lassig Staff present: Transportation Planner Andrew Scipioni A. Welcome Commissioners Trueger and White The Commissioned welcomed Noah Trueger and Joan White, who have been appointed to serve through March 1, 1028. Commissioner Rosen arrived at 6:02. 3. Approval of Meeting Agenda Motion was made by Commissioner Brown and seconded by Commissioner Rubenstein to approve the agenda. All voted aye. Motion carried. 4. Approval of Meeting Minutes Motion was made by Commissioner Rubenstein and seconded by Commissioner Brown to approve the February 20, 2025 meeting minutes. All voted aye. Motion carried. 5. Community Comment None. 6. Reports/Recommendations 6.1. Traffic Safety Report of February 25, 2025 The Commissioner reviewed and commented on the report. 6.2. 2025 Work Plan Updates 1. Safe and Equitable Mobility Action Plan Participation – Kick-off meeting held 3/11. Staff and consultants are working on safety analysis and public participation plan. 2. Commission-Led Events – Committee met with Communications to discuss upcoming City events. 3. Review of City Policies/Ordinances – Committee will provide update at next meeting. 4. City Code Update – Staff will bring suggested changes to future meeting. Page 1041 of 1042 Draft Minutes☐ Approved Minutes☒ Approved Date: April 17, 2025 7. Staff Comments – Received. 7.1. Metro Transit Adopt-a-Stop Program The Commission discussed potential participation in Metro Transit’s Adopt-a-Stop program. 7.2. Transportation Projects Update Staff provided an update on current and upcoming transportation projects in and around Edina. 7.3. 2025 Meeting Dates The Commission’s next regular meeting is Thursday, April 17. 8. Chair and Member Comments – Received. 9. Adjournment Motion was made by Commissioner Brown and seconded by Commissioner Rubenstein to adjourn the March 27, 2025 regular meeting at 7:30 p.m. All voted aye. Motion carried. TRANSPORTATION COMMISSION ATTENDANCE J F M A M J J A S O N D # of Mtgs Attendance % Meetings 1 1 1 3 SEAT NAME 1 Wright, Grant 1 1 1 3 100% 2 Rubenstein, Tricia 1 1 1 3 100% 3 Bildsten, Roger 1 1 1 3 100% 4 Lewis, Andy 1 1 1 3 100% 5 Rosen, Adam 1 1 1 3 100% 6 Brown, Chris 1 1 1 3 100% 7 Olson, Bethany 1 1 1 3 100% 8 Trueger, Noah 1 1 100% 9 White, Joan 1 1 100% 10 Lassig, Augie (s) 1 1 2 67% Page 1042 of 1042