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2024-05-21 City Council Meeting Packet
Agenda City Council Meeting City of Edina, Minnesota City Hall Council Chambers Tuesday, May 21, 2024 7:00 PM Watch the meeting on cable TV or at EdinaMN.gov/LiveMeetings or Facebook.com/EdinaMN. Participate in Community Comment and Public Hearings Call 312-535-8110 Enter access code 2634 843 1087 Password is 5454 Press *3 on your telephone keypad when you would like to get in the queue to speak A sta4 member will unmute you when it is your turn I.Call To Order II.Roll Call III.Pledge of Allegiance IV.Approval Of Meeting Agenda V.Community Comment During "Community Comment," the Mayor will invite residents to share issues or concerns that are not scheduled for a future public hearing. Items that are on tonight's agenda may not be addressed during Community Comment. Individuals must limit their comments to three minutes. The Mayor may limit the number of speakers on the same issue in the interest of time and topic. Individuals should not expect the Mayor or Council to respond to their comments tonight. The City Manager will respond to questions raised during Community Comments at the next meeting. A.City Manager's Response to Community Comments VI.Adoption Of Consent Agenda All agenda items listed on the Consent Agenda will be approved by one motion. There will be no separate discussion of items unless requested to be removed by a Council Member. If removed the item will be considered immediately following the adoption of the Consent Agenda. (Favorable rollcall vote of majority of Council Members present to approve, unless otherwise noted in consent item.) A.Approve Minutes: Work Session and Regular, May 7, 2024 B.Approve Payment of Claims C.Approve Edina Historical Society Service Agreement D.Approve Alternative Response Team Joint Powers Agreement E.Request for Purchase: Cleaning Services for Edina Aquatic Center F.Request for Purchase: 2024 Toro Trim Mower G.Request for Purchase: Fire Station 2 Station Alerting Equipment H.Request for Purchase: Fire Station 2 Station Alerting Equipment Install I.Request for Purchase: FC24-09A City Hall Solar PV J.Request for Purchase: Grandview Parking Ramp Structural Testing K.Approve Resolution No. 2024-38 Acquisition of Real Property at 6224 Interlachen Blvd VII.Special Recognitions And Presentations A.Recognize the Edina High School Girls Hockey Team B.Proclamation: National Emergency Medical Services Week C.Project Updates from MnDOT D.Proclamation: Preservation Month May 2024 E.2024 Edina Heritage Award: HouseNovel F.Climate Action Plan and 2023 CAS Fund Update VIII.Public Hearings During "Public Hearings," the Mayor will ask for public testimony after staA and/or applicants make their presentations. The following guidelines are in place to ensure an eCcient, fair, and respectful hearing; limit your testimony to three minutes and to the matter under consideration; the Mayor may modify times, as deemed necessary; avoid repeating remarks or points of view made by previous speakers. The use of signs, clapping, cheering or booing or any other form of verbal or nonverbal communication is not allowed. A.PUBLIC HEARING: New On-Sale Intoxicating and Sunday Sale Liquor Licenses for Hope Edina, LLC dba Hope Breakfast Bar B.PUBLIC HEARING: New On-Sale Intoxicating and Sunday Sale Liquor Licenses for Puttshack Minneapolis Southdale, LLC dba Puttshack IX.Reports/Recommendations: (Favorable vote of majority of Council Members present to approve except where noted) A.Resolution No. 2024-39: Accepting Donations B.Ordinance No. 2024-03, Resolution No. 2024-30 & 2024-33, Comprehensive Plan Amendment, Rezoning and Subdivision, 5120 & 5124 Hankerson Avenue C.Resolution No. 2024-31, Site Plan with Variances and Subdivision for Edina Endodontics, 7300 Metro Boulevard X.Commission Correspondence (Minutes and Advisory Communication) A.Minutes: Parks & Recreation Commission April 8, 2024 B.Minutes: Energy & Environment Commission, April 11, 2024 XI.Manager's Comments A.Quarterly Financial Report B.Update on 2024 State Legislative Session C.Update on the South Metro Public Safety Training Facility D.Update on the League of Minnesota Cities E.Prep Memo May 21, 2024 XII.Mayor And Council Comments XIII.Adjournment The City of Edina wants all residents to be comfortable being part of the public process. If you need assistance in the way of hearing ampliKcation, an interpreter, large-print documents or something else, please call 952-927-8861 72 hours in advance of the meeting. Date: May 21, 2024 Agenda Item #: V.A. To:Mayor and City Council Item Type: Other From:Sharon Allison, City Clerk Item Activity: Subject:City Manager's Response to Community Comments Information CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: None. INTRODUCTION: 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. Date: May 21, 2024 Agenda Item #: VI.A. To:Mayor and City Council Item Type: Minutes From:Sharon Allison, City Clerk Item Activity: Subject:Approve Minutes: Work Session and Regular, May 7, 2024 Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve minutes as presented. INTRODUCTION: ATTACHMENTS: Description Minutes: Draft Work Session, May 7, 2024 Minutes: Draft Regular, May 7, 2024 Page 1 MINUTES OF THE EDINA CITY COUNCIL WORK SESSION COMMUNITY ROOM, CITY HALL TUESDAY, MAY 7, 2024 5:30 P.M. CALL TO ORDER Mayor Hovland called the meeting to order at 5:31 p.m. ROLL CALL Answering roll call were Members Agnew, Jackson, Pierce, Risser, and Mayor Hovland. Staff in attendance: Scott Neal, City Manager; Ari Lenz, Assistant City Manager; Perry Vetter, Parks & Recreation Director; Luther Overholt, City Forester; Tom Swenson, Assistant Director of Parks and Natural Resources; Laura Beres, Assistant City Forester; Nate Borwege, Chief Building Official; Stephanie Hawkinson, Affordable Housing Development Manager; Marisa Bayer, Sustainability Manager; Cary Teague, Community Development Director; Katie Bisek, IT Specialist; Sharon Allison, City Clerk. Others in attendance: David Kendall, City Attorney; John Haugen, Vice-Chair, Energy and Environment. REVIEW OF CITY ORDINANCE 10-82 RELATED TO TREE PROTECTION AND PRESERVATION Parks & Recreation Director Vetter, Energy and Environment Commissioner Haugen, and City Forester Overholt shared background on the history of tree protection in the City including: 2015 Ordinance; 2021 Climate Action Plan; the 2022 Energy and Environment Commission Work Plan Initiative; outlined details and changes with the revised Tree Ordinance 10-82; details related to Arbor Day events/City tree sale; Workflow Tree Permits; reviewed details for trees protected and removed during residential development for 2022/2023 and feedback from Better Together Edina. The Council asked questions of staff and discussed application of the ordinance to single-family residential, multi-residential, as well as commercial properties; complaints that had been received; potential unintended effects of the existing ordinance; private tree removal; importance of maintaining the tree canopy; escrow amounts and the possibility of capping; possible creation of a formula for use; ways to move forward without the need for frequent variance requests; ways to deal with unbuilt versus built lots; possibility of ‘banking’; and potentially bringing in a certified arborist to assist. The Council identified other details needed for future discussion and gave direction to staff. ADJOURNMENT Mayor Hovland adjourned the meeting at 6:47 p.m. Respectfully submitted, Sharon Allison, City Clerk Minutes approved by Edina City Council, May 21, 2024. James B. Hovland, Mayor Page 1 MINUTES OF THE REGULAR MEETING OF THE EDINA CITY COUNCIL MAY 7, 2024 7:00 P.M. I. CALL TO ORDER Mayor Hovland called the meeting to order at 7:00 p.m. then shared the procedure for public hearing and community comment. II. ROLLCALL Answering rollcall were Members Agnew, Jackson, Pierce, Risser, and Hovland. Absent: None. III. PLEDGE OF ALLEGIANCE IV. MEETING AGENDA APPROVED AS PRESENTED Member Jackson made a motion, seconded by Member Pierce, to approve the meeting agenda as published. Rollcall: Ayes: Agnew, Jackson, Pierce, Risser, Hovland Motion carried. V. COMMUNITY COMMENT Harry McLenighan, 7200 York Avenue, spoke about the importance of trust in policy-making and core values and the need to remove ambiguity from public discourse to improve trust. He encouraged the Council to avoid word choice confusion and how equity was supported but that two contradictions were in play, one being fair and reasonable in treating everyone in an equal manner which was different from equality which can result in equity being ambiguous. He suggested minimizing this communication challenge and to use precise language when discussing equality then noted justice was not ambiguous. Andy Brown, 5512 Park Place, shared concerns with the number of density proposals before the City and the cost of resulting transportation and transit. He said the City did not have passenger rail, had limited metro transit bus service, and no plan for a third lane on Highway 62. He encouraged the Council to think about density in locations to not impact the ease of transportation in the City. Dave Frenkel, 4510 Lakeview Drive, expressed his disappointment that American flags were not lowered at City facilities on May 5 to honor firefighters as declared by Governor Walz and suggested primary and secondary employees or volunteers be designated responsible for this task going forward. He shared concerns regarding recent development near Eden and Wilson Road, how the traffic circles were a major inconvenience for residents, that development should not affect the quality of life of residents, overflow parking on Wilson Road, how the restaurant was developed without a parking plan, concerns with bus access, and bicyclists’ safety. VI.A. CITY MANAGER’S RESPONSE TO COMMUNITY COMMENTS City Manager Neal responded to Community Comments from past meetings. VI. CONSENT AGENDA ADOPTED AS AMENDED Member Jackson made a motion, seconded by Member Pierce, approving the consent agenda as amended removing Items VI.A., Minutes of the Work Session and Regular Meeting of April 16, 2024, VI.J., Request for Purchase; Street Lighting Replacement for Barrie Road, Heritage Drive, 65th Street and York Avenue, and VI.O, Request for Purchase; Fire Station 2 Larger Diameter Trees, as follows: Minutes/Edina City Council/May 7, 2024 Page 2 VI.A. Minutes of the Work Session and Regular Meeting of April 16, 2024 VI.B. Approve Claims for Payment for Check Register Pre-List Dated April 12, 2024, totaling $448,825.23, Check Register Claims Pre-List Dated April 19, 2024, totaling $1,179,459.18, Check Register Claims Pre-List Dated April 26, 2024, totaling $936,240.76, Check Register Claims Pre-List Dated April 26, 2024, totaling $258,436.87, Check Register Claims Pre-List Dated April 26, 2024, totaling $71,946.82, and Check Register Claims Pre-List Dated April 29, 2024, totaling $7,575.43 VI.C. Request for Purchase; SWAT Vests, awarding the bid to the recommended low bidder, Streicher’s, $71,973 VI.D. Request for Purchase; One 2024 Unmarked Police Vehicle, awarding the bid to the recommended low bidder, $39,730, Bloomington Luther Hyundai VI.E. Request for Purchase; Approve Public Health Infrastructure Services Agreement with City of Bloomington and its Public Health Division, awarding the bid to the recommended low bidder, City of Bloomington, $175,034 VI.F. Request for Purchase; Gateway Water Meter Radio Receivers, awarding the bid to the recommended low bidder, Ferguson Waterworks, $118,000 VI.G. Adopt Resolution No. 2024-32, Approving the Participation of the Hennepin County Housing and Redevelopment Authority in an Affordable Housing Project VI.H. Request for Purchase; Three-Year Inspection and Maintenance Contract for the Fire Tower at South Metro Public Safety Training Facility, awarding the bid to the recommended low bidder, KFT Fire Trainer, LLC, $24,633 VI.I. Request for Purchase; ENG 24-3 Southdale B Neighborhood Roadway Reconstruction Project, awarding the bid to the recommended low bidder, New Look Contracting, Inc., $3,197,979 VI.J. Request for Purchase; Street Lighting Replacement for Barrie Road, Heritage Drive, 65th Street and York Avenue VI.K. Request for Purchase; ENG 24-3 Southdale B Reconstruction Materials Testing, awarding the bid to the recommended low bidder, Braun Intertec, $27,670 VI.L. Request for Purchase; Rytec Fast Seal Doors for Public Works Carwash, awarding the bid to the recommended low bidder, Minter LTD, $72,450 VI.M. Request for Purchase; Change Order No. 2 Two-Year Contract Extension for Citywide Facilities Fire Alarm and Sprinkler Services and Monitoring, awarding the bid to the recommended low bidder, LVC, $79,522 VI.N. Request for Purchase; Building Automation Services for Citywide Standardization and Master Professional Engineering Services Agreement, awarding the bid to the recommended low bidder, KFI Engineers, $49,900 VI.O. Request for Purchase; Fire Station 2 Larger Diameter Trees VI.P. Approve Traffic Safety Report of March 26, 2024 VI.Q. Request for Purchase; Help Desk Software Subscription, awarding the bid to the recommended low bidder, HappyFox, $28,790 annually VI.R. Request for Purchase; Contracted Services Agreement for Cleaning Equipment at Braemar Arena, awarding the bid to the recommended low bidder, Dalco Enterprises $22,013 VI.S. Request for Purchase; Highlands Tennis Court Replacement, awarding the bid to the recommended low bidder, Bituminous Roadways, $109,288 VI.T. Request for Purchase; Chowen Basketball Court Replacement, awarding the bid to the recommended low bidder, Bituminous Roadways, $62,701 VI.U. Approve Summary Publication for Ordinance No. 2024-02 Amending Chapter 36, Accessory Dwellings VI.V. Adopt Resolution No. 2024-35, Requiring Tally of Write In Votes Only if More than Lowest Candidate Votes VI.W. Approve Special Permit to Use City Property with Service of Alcohol at the Edina Art Fair, May 31-June 2, 2024 Rollcall: Minutes/Edina City Council/May 7, 2024 Page 3 Ayes: Agnew, Jackson, Pierce, Risser, Hovland Motion carried. ITEMS REMOVED FROM THE CONSENT AGENDA VI.A. MINUTES OF THE WORK SESSION AND REGULAR MEETING OF APRIL 16, 2024 – APPROVED AS AMENDED The Council spoke about the need for clarity in the tree ordinance as it was not limited to residential, included subdivisions, and the only exception was parkland. The Council spoke about the intent of the text, how other cities required protection for other types of land, and how Edina was not enforcing it that way. The Council also spoke about another part of code that addressed landscaping, the need to draw an equivalence between this and how the ordinance was ambiguous, and the need to make the statement that the only exception was parkland. Member Risser made a motion, seconded by Member Agnew, to amend the minutes to accurately reflect the testimony by resident Janey Westin during Community Comments at the April 16, 2024, Council meeting. Rollcall: Ayes: Agnew, Jackson, Pierce, Risser, Hovland Motion carried. VI.J. REQUEST FOR PURCHASE; STREET LIGHTING REPLACEMENT FOR BARRIE ROAD, HERITAGE DRIVE, 65TH STREET AND YORK AVENUE – AWARDED The Council shared about attendance at a recent climate mayors’ meeting regarding replacement lighting in Los Angeles and Madison that included EV charging ability on light posts and asked if that could be considered, where appropriate, in the Edina. Director of Engineering Millner said that EV charging was not currently occurring but agreed it was an interesting concept and staff would review the possibility with Xcel Energy as they owned the light posts. He noted factors to consider would be how to address right-of-way and others. Member Hovland made a motion, seconded by Member Jackson, to approve request for purchase; street lighting replacement for Barrie Road, Heritage Drive, 65th Street and York Avenue, awarding the bid to the recommended low bidder, Northern States Power Company (Xcel Energy), $51,250. Rollcall: Ayes: Agnew, Jackson, Pierce, Risser, Hovland Motion carried. VI.O. REQUEST FOR PURCHASE; FIRE STATION 2 LARGER DIAMETER TREES – AWARDED The Council shared concerns about the limited warranty of only one year for these trees, the proposed size of the oaks and their viability, transportation of the trees, and requested a longer warranty if possible. Assistant Director of Parks & Natural Resources Swenson shared the industry standard for warranties was one year and that longer warranties would cost more. He noted the typical tree loss on larger spaded trees was 10% and that staff was confident most would survive then noted smaller trees’ success rates was actually less. He said Minnesota trees would be used and explained the extremely large tree spade was used to sever the roots every three years during the initial growth to help survival and how highly skilled labor and equipment was used to achieve success. He shared the diameter of the proposed trees and noted the City did not possess the equipment needed for this work. He also shared the positive impact larger trees had on a site as they were more visually appealing and had a higher chance of survival. Minutes/Edina City Council/May 7, 2024 Page 4 Member Risser made a motion, seconded by Member Agnew, to approve request for purchase; Fire Station 2 larger diameter trees, awarding the bid to the recommended low bidder, Environmental Design, Inc., $71,090. Rollcall: Ayes: Agnew, Jackson, Pierce, Risser, Hovland Motion carried. VII. SPECIAL RECOGNITIONS AND PRESENTATIONS VII.A. EDINA HIGH SCHOOL GIRLS SOCCER TEAM – RECOGNIZED The Council recognized the Edina High School girls’ soccer team for winning the state championship in the 2023-2024 school year. The Edina High School girls’ soccer team introduced themselves, thanked the Council for this recognition, and said they were very proud and thankful for their accomplishments. They also thanked the Edina Soccer Association for their great support as well as Coach Katie Aafedt and captains. A round of applause was offered by all in attendance. VII.B. TRANSPORTATION COMMISSION 20TH ANNIVERSARY – PROCLAIMED Member Jackson made a motion, seconded by Member Agnew, to recognize the 20th anniversary of the Transportation Commission of the City of Edina. Rollcall: Ayes: Agnew, Jackson, Pierce, Risser, Hovland Motion carried. Transportation Planner Scipioni spoke about the work of the Transportation Commission, which included larger projects as well as many routine items and how they provided helpful insight into the City’s practices and policies. Transportation Commissioner Chair Lewis accepted the Proclamation and thanked the Council for the recognition and spoke about the importance of community members sharing input with the Commission and the work they do and thanked the Commissioners for volunteering their valuable time and work. VII.C. NATIONAL POLICE WEEK – PROCLAIMED Member Jackson made a motion, seconded by Member Pierce, to proclaim May 12-18, 2024, as National Police Week in the City of Edina. Rollcall: Ayes: Agnew, Jackson, Pierce, Risser, Hovland Motion carried. Sergeant Eckstein accepted the Proclamation and thanked the City for honoring the men and women for putting their lives on the line and remembering those who paid the ultimate sacrifice. She said 56 law enforcement members were lost in 2024 with two from Minnesota. She spoke about this difficult time for law enforcement with new challenges coming but how the Edina Police Department would greet these challenges with courage, compassion, and care for the community. She shared their thanks for working for Edina and appreciation for the recognition. A round of applause was offered by all in attendance. VII.D. NATIONAL PUBLIC WORKS WEEK MAY 19-25, 2024 – PROCLAIMED Member Jackson made a motion, seconded by Member Agnew, to proclaim May 19-25, 2024, as National Public Works Week in the City of Edina. Rollcall: Ayes: Agnew, Jackson, Pierce, Risser, Hovland Motion carried. Minutes/Edina City Council/May 7, 2024 Page 5 Assistant Public Works Director Goergen thanked the Council for the recognition and spoke about the work Public Works did to advance the quality of life for all in the community and how they valued Edina. He invited the community to their open house on May 23. VII.E. UNIVERSITY OF MINNESOTA RESILIENT COMMUNITIES PROJECT STUDY REPORT – RECEIVED Sustainability Manager Bayer shared in 2025, the City would be analyzing Edina’s greenhouse gas emissions and the Climate Action Plan’s (CAP) implementation to evaluate if we were on track to meet the CAP’s emissions reduction goals. To prepare for that evaluation, the City applied for and received a University of Minnesota Resilient Communities Project (RCP) student team. The City was matched with a Humphrey School of Public Affairs graduate student capstone group composed of students in public policy, urban planning, and environmental science and technology. As this study’s findings would be applicable and transferable across the Twin Cities, the Metropolitan Council helped sponsor the project. The City asked the student team to analyze if the CAP’s densification goals were sufficient to achieve its vehicle miles traveled (VMT) reduction and transit ridership increase goals. The team conducted statistical regressions, developed a transportation decision-making framework, and completed a peer city analysis. This informed their statistical modeling in Urban Footprint (the same modeling software used by the Metropolitan Council) to analyze the impact various strategic density scenarios would have on VMT, transit ridership, and greenhouse gas emissions. Their final study offered the City and region multiple paths forward to achieve the goals of both the Climate Action Plan and Comprehensive Plan. Holly Leaf, Humphrey School of Public Affairs, presented the results of the study and shared the project overview and whether its current density goals were sufficient to meet its vehicle miles traveled and commuter transit mode. She outlined three transportation and land use goals in detail and the importance of meeting the goals to reduce greenhouse gas emissions by 45% by 2030. She noted transportation accounted for 41% of carbon emissions in Edina in 2019 then spoke about if density was the right approach for these goals, which would be the most effective, and what policy actions would be needed. Ms. Leaf outlined key conclusions that included existing density targets would not be sufficient, targeted density performed better than citywide density, the need for supporting policies that maximized benefits, and how density was about more than just transportation. Kenton Briggs, Humphrey School of Public Affairs, shared the zoning scenario analysis that an urban footprint allowed the ability to measure what changes could occur, shared the four metrics used, and the development of an impact score to measure effectiveness of scenarios then reviewed the scenarios in detail. Johnny Menhennet, Humphrey School of Public Affairs, shared policy recommendations that totaled 18 and how the City should bring density and population goals into alignment and consider goals of active transportation such as walking and biking. He spoke about land use policy recommendations as carbon emissions were tied to land use and designated density minimums in the City’s highest priority development corridors and nodes, building coverage requirements, and other elements. The Council asked questions, provided feedback, and thanked the students for their extensive report. VII.F. 2023 PEDESTRIAN AND CYCLIST SAFETY FUND SUMMARY REPORT – RECEIVED Mr. Scipioni shared the Pedestrian and Cyclist Safety (PACS) Funds available in 2023 were $2,452,326 and includes $942,660 in rollover funds from 2022 and a $273,182 federal Safe Routes to School grant. He said approximately $376,347 was estimated to roll over into the current PACS Fund budget (2024). $2,074,979 (85%) of available funds were spent on PACS-related projects and items in 2023 (an increase of $1,245,484 or 150% from 2022). About 4.1 miles of new pedestrian and bicycle facilities were installed in 2023 using the PACS Fund (3.4 more than 2022). He highlighted the 2023 PACS projects in detail that included bike boulevards, bike lanes, shared use paths, sidewalk inspections, trip hazard grinding, pedestrian ramp replacements, sidewalk panel replacements, and others. He outlined proposed 2024 PACS projects that Minutes/Edina City Council/May 7, 2024 Page 6 included sidewalk extensions, replacement existing amber flashers, and shared use paths then outlined 2025 PACS projects as well. The Council asked questions and provided feedback. VIII. PUBLIC HEARINGS Affidavits of Notice presented and ordered placed on file. VIII.A. ORDINANCE NO. 2024-03, RESOLUTION NO. 2024-30 AND 2024-33, COMPREHENSIVE PLAN AMENDMENT, REZONING, AND SUBDIVISION, 5120 AND 5124 HANKERSON AVENUE – CONTINUED TO MAY 21, 2024 Community Development Director Teague shared Donnay Homes Inc. was proposing to tear down two existing single-dwelling units to build two double dwelling units/townhomes at 5120 and 5124 Hankerson Avenue. The development would gain access off the alley on the west side of the properties similar to the townhomes to the south. The subject properties were zoned R-1, Single Dwelling unit District and the site guided low density residential, which allowed between 1-5 units per acre. The properties were 19,468 square feet in size total (9,769 and 9,699 s.f. each) and the proposed density of this project was 9 units per acre. He shared the applicant’s narrative and plans in detail then said to accommodate the proposal, the applicant was requesting a Comprehensive Plan Amendment to re-guide the site from Low Density Residential to Medium Density Residential, which would allow 5-12 units per acre, a rezoning from R-1, Single-Dwelling Unit District to PUD-20, Planned Unit Development to be part of the adjacent Grandview Townhome PUD, flexibility through the PUD for structure setback, building coverage and lot area per dwelling to match the existing PUD to the south, and subdivision/preliminary plat approval. He said the Planning Commission recommended the City Council approve the requests on a vote of 6-3. The Council asked questions and provided feedback. City Attorney Kendall explained how Council had a fair amount of discretion for approval and should view each application on its own merits and while they should take into account surrounding zoning, that standard did not necessarily set a precedent. Steve Behnke, Donnay Homes, shared the project was adjacent to the existing Grandview townhomes and the reason for the request to PUD was the zoning made sense because the deviations were already included in the PUD document for the neighboring property. He said during sales of other units, there was input by the public for a rambler-style townhome product that was not exclusive to retirees. He said their homes would have four-bedrooms and be priced starting at $800,000 and was due to the extensive infrastructure needed for street rebuild for sewer and water to the units. He noted ramblers cover more square footage of land than two-stories which also costs more. Mr. Behnke referred to the earlier student report on modest densification which was key as this was two homes on three lots and not platted lots which could result in three homes. He said they were requesting only one more home at 1,425 square feet which was modest in size and provided what the market was looking for at the forefront of a movement. He shared how these homes were built in the 1950s and how with construction changes how new homes were 30% more efficient than homes built before 1996. He said they chose PUD due to the other existing zoning and the goal to incorporate with the existing neighborhood. Mr. Behnke spoke about trees outlined in the landscape plan and confined to the perimeter for proper maintenance and how more density had been requested by the Planning Commission but how that comes with other costs because of infrastructure to accommodate that increased density. He said they believed this would be an excellent project that meshed well with the existing structures both north and west and closes the gap between the bank and existing single family in an area of high walkability and would enhance the Grandview neighborhood. Mayor Hovland opened the public hearing at 9:34 p.m. Public Testimony Andy Brown, 5512 Park Place, addressed the Council. Minutes/Edina City Council/May 7, 2024 Page 7 Janey Westin, 6136 Brookview Avenue, addressed the Council. Member Agnew made a motion, seconded by Member Jackson, to close the in-person public hearing, continue the public hearing to May 12, 2024, and continue action on Ordinance No. 2024-03, Resolution No. 2024-30, and 2024-33, Comprehensive Plan amendment, rezoning, and subdivision, 5120 and 5124 Hankerson Avenue, to the May 21, 2024, Council meeting. Rollcall: Ayes: Agnew, Jackson, Pierce, Risser, Hovland Motion carried. VIII.B. RESOLUTION NO. 2024-31, SITE PLAN WITH VARIANCES AND SUBDIVISION FOR EDINA ENDODONTICS, 7300 METRO BOULEVARD – CONTINUED TO MAY 21, 2024 Mr. Teague shared Hempel Real Estate, on behalf of Edina Endodontics, was proposing to build a new 6,000 square foot dental office in the parking lot of 7300 Metro Boulevard. The existing site contained a 110,790 square foot office building that was served by a surface parking lot. The lot was 5.47 acres in size and zoned Planned Office District, in which dental offices were a permitted use. He said the request required Site Plan review, variances of first floor ceiling height from 20 to 10 feet and side yard setback from 20 to 10 feet, and subdivision approval. He said the applicant went through the sketch plan process and made revisions to the plans based on the feedback from the Planning Commission and City Council with the most significant change that eliminated the parking lot in front of the building. He noted the Planning Commission unanimously recommended approval of the requests. The Council asked questions and provided feedback. Ben Krasnik, Hemple Real Estate, shared about the feedback received from sketch plan review regarding the parking lot and shifting the building forward, how parking counts referred to all parking today, and the need to identify more. He spoke about stormwater ponding that currently did not exist and their work with the Nine Mile Creek Watershed District that would result in some parking loss due to additional storm basins. He shared their work to increase tree preservation where possible and replace with higher quality trees then spoke about the space needed in patient rooms for appropriate chairs and equipment for endodontics patients. Mr. Krasnik also spoke about height requirements and their work to make the lobby larger and higher for a nicer elevation and interior and the inclusion of three bike racks. Chris Whitehouse, DJR Architects, shared more of the proposed landscape plan and identified trees they intend to retain. He spoke about the feedback received regarding setbacks and moving the building south and reasons for the side yard setback variance request then shared the proposed materials. Mayor Hovland opened the public hearing at 10:02 p.m. Public Testimony No one appeared. Member Agnew made a motion, seconded by Member Jackson, to close the in-person public hearing, continue the public hearing to May 12, 2024, and continue action on Resolution No. 2024-31, site plan with variances and subdivision for Edina Endodontics, 7300 Metro Boulevard, to the May 21, 2024 Council meeting. Rollcall: Ayes: Agnew, Jackson, Pierce, Risser, Hovland Motion carried. VIII.C. RESOLUTION NO. 2024-34 VACATING RIGHT-OF-WAY EASEMENT AT MINNEWAWA AVENUE – ADOPTED Minutes/Edina City Council/May 7, 2024 Page 8 Director of Engineering Millner stated prior to the expansion of State Highway 100 in the early 1970s, a local road named Minnewawa Avenue was located east of the highway in between Eden Avenue and West 50th Street. Archival records indicate that the Minnesota Department of Highways (now called MnDOT) assembled and acquired the land needed for the highway expansion via eminent domain. Some unneeded portions of land was turned back to the City after construction of the on- and off-ramps. Minnewawa Avenue was physically removed during the construction of the northbound on-ramp and off-ramp between 1971 and 1974. Property records from this period were sometimes difficult to find and while City staff, MnDOT staff and land surveyors have found references to the vacation of this road, they were unable to find a recorded copy of the formal vacation of this road. To resolve this matter and allow for a clean legal description to be prepared, the survey company and City Attorney recommend that the City conduct the typical vacation process again and affirm that the road had been formally vacated. He said no comments were received on the BetterTogetherEdina website and since this land was originally platted as a local road and no longer needed as a local road, staff recommended reaffirming that Minnewawa Avenue had been vacated. The Council asked questions and provided feedback. Mayor Hovland opened the public hearing at 10:07 p.m. Public Testimony No one appeared. Member Pierce moved adoption of Resolution No. 2024-34, vacating public right-of-way easement Minnewawa Avenue. Seconded by Member Jackson. Rollcall: Ayes: Agnew, Jackson, Pierce, Risser, Hovland Motion carried. IX. REPORTS/RECOMMENDATIONS IX.A. VIII.A. RESOLUTION NO. 2024-36; ACCEPTING DONATIONS – ADOPTED Member Jackson introduced and moved adoption of Resolution No. 2024-36, accepting donations. Seconded by Member Pierce. Rollcall: Ayes: Agnew, Jackson, Risser, Hovland Motion carried. X. COMMISSION CORRESPONDENCE (MINUTES AND ADVISORY COMMUNICATION) – Received X.A. MINUTES: ARTS AND CULTURE COMMISSION, FEBRUARY 22, 2024 X.B. MINUTES: ENERGY AND ENVIRONMENT COMMISSION, MARCH 14, 2024 X.C. MINUTES: TRANSPORTATION COMMISSION, MARCH 28, 2024 XI. MANAGER’S COMMENTS – Received XI.A. PREP MEMO MAY 7, 2024 XII. MAYOR AND COUNCIL COMMENTS – Received XIII. ADJOURNMENT Member Pierce made a motion, seconded by Member Jackson, to adjourn the meeting at 10:25 p.m. Rollcall: Ayes: Agnew, Jackson, Pierce, Risser, Hovland Motion carried. Respectfully submitted, Minutes/Edina City Council/May 7, 2024 Page 9 Sharon Allison, City Clerk Minutes approved by Edina City Council, May 21, 2024. James B. Hovland, Mayor Video Copy of the May 7, 2024, meeting available. Date: May 21, 2024 Agenda Item #: VI.B. To:Mayor and City Council Item Type: Claims From:Pa Thao, Finance Director Item Activity: Subject:Approve Payment of Claims Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Claims for Payment: Check Register Claims Pre-List Dated 05.03.2024 TOTAL $2,684,714.96 Check Register Claims Pre-List Dated 05.10.2024 TOTAL $595,287.98 INTRODUCTION: Claims information for approval is attached. ATTACHMENTS: Description Check Register Claims Pre-List Dated 05.03.2024 TOTAL $2,684,714.96 Check Register Claims Pre-List Dated 05.10.2024 TOTAL $595,287.98 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram ID: apcshdsb Page 77 JOURNAL ENTRIES TO BE CREATED FUND SUB FUND DUE TO DUE FR 1000 General 411,342.352100 Police Special Revenue 1,242.002300 Pedestrian and Cyclist Safety 110,956.612500 Conservation & Sustainability 116,858.692600 Housing & Redvlpmt Authority 2,237.502600 Housing & Redvlpmt Authority 806.582600 Housing & Redvlpmt Authority 17,102.243000 Debt Service 359,235.924000 Capital Projects 320,265.864200 Equipment Replacement 201,547.524600 MSA tracking 268,120.715100 Art Center 1,436.835200 Braemar Golf Course 39,907.045200 Braemar Golf Course 392.065300 Aquatic Center 24.295400 Edinborough Park 10,287.875500 Braemar Arena 67,685.985600 Braemar Field 630.245700 Centennial Lakes 364.035800 Liquor 156,727.375900 Utility Fund 91,525.155900 Utility Fund 427,234.085900 Utility Fund 27,063.086000 Risk Management 400.006100 Equipment Operations 12,972.176200 Information Technology 1,519.656300 Facilities Management 3,126.477100 PS Training Facility 32,886.007200 MN Task Force 1 816.679999 Pooled Cash Fund 2,684,714.96 TOTAL 2,684,714.96 2,684,714.96 ** END OF REPORT - Generated by Mallory Schauer ** City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram 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 207 05/01/2024 WIRE 112118 US BANK 2535382 03/13/2024 359,235.92 Invoice: 2535382 Bond Payment 345,000.00 3012015A 8221 HRA 2015A - Bond Prin 14,235.92 3012015A 8220 HRA 2015A - Bond Intst CHECK 207 TOTAL: 359,235.92 208 05/02/2024 WIRE 100886 METROPOLITAN COUNCIL 0001171365 04/02/2024 475.88 Invoice: 0001171365 475.88 59059005 6103 Wat Treat - Prof Svrs CHECK 208 TOTAL: 475.88 220 05/03/2024 WIRE 100886 METROPOLITAN COUNCIL FC-1725 04/30/2024 952.39 Invoice: FC-1725 Finance Charge and invoice 0001170329 944.01 59059005 6103 Wat Treat - Prof Svrs 8.38 10800000 4391 Finance - Other Fees CHECK 220 TOTAL: 952.39 221 05/03/2024 WIRE 100886 METROPOLITAN COUNCIL FC-1726 04/30/2024 2,537.70 Invoice: FC-1726 Finance Charge and invoice 0001170330 2,515.37 59059005 6103 Wat Treat - Prof Svrs 22.33 10800000 6156 Finance - FeesPenalt CHECK 221 TOTAL: 2,537.70 222 05/03/2024 WIRE 100886 METROPOLITAN COUNCIL FC-1724 04/30/2024 302.06 Invoice: FC-1724 Finance Charge and invoice 0001170328 299.40 59059005 6103 Wat Treat - Prof Svrs 2.66 10800000 6156 Finance - FeesPenalt CHECK 222 TOTAL: 302.06 494924 05/03/2024 PRTD 133644 A DYNAMIC DOOR CO INC 22403251 03/26/2024 20240503 756.31 Invoice: 22403251 756.31 55055001 6103 Bldg/Grnds - Prof Svrs A DYNAMIC DOOR CO INC 22404112 04/13/2024 20240503 630.24 Invoice: 22404112 630.24 56056001 6103 Bldg/Grnds - Prof Svrs CHECK 494924 TOTAL: 1,386.55 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram 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 494925 05/03/2024 PRTD 133522 AARP DRIVER SAFETY PROGRAM C27204 04/13/2024 20240503 135.00 Invoice: C27204 AARP Smart Driving Class 135.00 16116103 6103 Senior Cen - Prof Svrs CHECK 494925 TOTAL: 135.00 494926 05/03/2024 PRTD 143143 TORRES, ARMANDO CHAVEZ 2749 04/01/2024 20240503 1,844.70 Invoice: 2749 April 2024 Cleaning GOLF 1,844.70 52052000 6230 Golf Gen - SrvCntrcts CHECK 494926 TOTAL: 1,844.70 494927 05/03/2024 PRTD 160960 ACTION FLEET LLC I6836 04/03/2024 20240503 257.96 Invoice: I6836 257.96 13013000 6180 Pol Ad Gen - Rep&Maint CHECK 494927 TOTAL: 257.96 494928 05/03/2024 PRTD 135922 ACUSHNET COMPANY 917817928 04/16/2024 20240503 81.55 Invoice: 917817928 71.05 52005200 1356 Course BS - Inventory 10.50 52052006 5510 Ret Sales - CGS ACUSHNET COMPANY 917830001 04/18/2024 20240503 937.86 Invoice: 917830001 937.86 52005200 1356 Course BS - Inventory CHECK 494928 TOTAL: 1,019.41 494929 05/03/2024 PRTD 133504 AID ELECTRIC CORPORATION 78383 04/03/2024 20240503 524.00 Invoice: 78383 Contract extension 2024 &2025 524.00 63063001 6180 PW Fac - Rep&Maint AID ELECTRIC CORPORATION 78384 04/03/2024 20240503 1,834.00 Invoice: 78384 Contract extension 2024 &2025 1,834.00 E ENG98001.MISCELLAN .REPAIRS . 40840801 6180 Faclt CP - Rep&Maint AID ELECTRIC CORPORATION 78385 04/03/2024 20240503 2,227.00 Invoice: 78385 2,227.00 E PWK22001.CONSTRUCTN. . 59005900 1650 Wat BS - PurchWater AID ELECTRIC CORPORATION 78386 04/03/2024 20240503 262.00 Invoice: 78386 Contract extension 2024 &2025 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram 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 262.00 15415400 6180 Elec Gen - Rep&Maint AID ELECTRIC CORPORATION 78387-Labor 04/03/2024 20240503 262.00 Invoice: 78387-Labor Contract extension 2024 &2025 262.00 15415400 6180 Elec Gen - Rep&Maint AID ELECTRIC CORPORATION 78387-Material 04/03/2024 20240503 471.49 Invoice: 78387-Material 471.49 63063001 6180 PW Fac - Rep&Maint CHECK 494929 TOTAL: 5,580.49 494930 05/03/2024 PRTD 120796 ALERUS RETIREMENT AND BENEFITS C155599 04/05/2024 20240503 178.00 Invoice: C155599 03-2024 Alerus Invoice 178.00 10910900 6160 HR Gen - Sftwr&Data CHECK 494930 TOTAL: 178.00 494931 05/03/2024 PRTD 137833 PEREGRINE AWARDS AND PROMOTIONAL 18367 04/03/2024 20240503 9.00 Invoice: 18367 ELT Photo Plate 9.00 10110100 6406 Admin Gen - SupOther CHECK 494931 TOTAL: 9.00 494932 05/03/2024 PRTD 141960 AMAZON CAPITAL SERVICES 1GD4-W1K4-99N6 04/03/2024 20240503 143.46 Invoice: 1GD4-W1K4-99N6 143.46 14014000 6106 PW Adm Gen - Meet Exp AMAZON CAPITAL SERVICES 1YPM-Q7NJ-FHGW 04/03/2024 20240503 8.99 Invoice: 1YPM-Q7NJ-FHGW 8.99 52052006 6406 Ret Sales - SupOther AMAZON CAPITAL SERVICES 1T9V-1QCY-FCTC 04/03/2024 20240503 17.99 Invoice: 1T9V-1QCY-FCTC 17.99 17017006 6406 Bldg Maint - SupOther AMAZON CAPITAL SERVICES 19TN-WQN9-H9KJ 04/04/2024 20240503 27.18 Invoice: 19TN-WQN9-H9KJ 27.18 17017001 6406 Mowing - SupOther AMAZON CAPITAL SERVICES 1LTQ-FLPG-JG4Q 04/04/2024 20240503 255.88 Invoice: 1LTQ-FLPG-JG4Q Webcam shelf stock 255.88 62062000 6409 I.T. Gen - SupComp AMAZON CAPITAL SERVICES 1CCX-TQF7-17TG 04/04/2024 20240503 47.28 Invoice: 1CCX-TQF7-17TG 47.28 57057000 6406 General - SupOther AMAZON CAPITAL SERVICES 1TRX-QQMC-1CV7 04/04/2024 20240503 9.06 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram 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: 1TRX-QQMC-1CV7 9.06 57057001 6406 CLP Park - SupOther AMAZON CAPITAL SERVICES 1MD9-WHNG-1QVF 04/04/2024 20240503 352.36 Invoice: 1MD9-WHNG-1QVF Building Supplies 352.36 16116103 6406 Senior Cen - SupOther AMAZON CAPITAL SERVICES 164X-MFYC-1VFL 04/04/2024 20240503 9.99 Invoice: 164X-MFYC-1VFL HDMI Splitter for Golf Course 9.99 62062000 6406 I.T. Gen - SupOther AMAZON CAPITAL SERVICES 143H-XJCJ-3JLJ 04/04/2024 20240503 33.98 Invoice: 143H-XJCJ-3JLJ 33.98 57057000 6513 General - SupOffice AMAZON CAPITAL SERVICES 19FD-JJ4R-69K3 04/05/2024 20240503 82.15 Invoice: 19FD-JJ4R-69K3 sticky notes, markers 82.15 52052000 6513 Golf Gen - SupOffice AMAZON CAPITAL SERVICES 1KD7-XRJK-6HDJ 04/05/2024 20240503 177.15 Invoice: 1KD7-XRJK-6HDJ 21.74 55055000 6513 Admin - SupOffice 155.41 55055001 6406 Bldg/Grnds - SupOther AMAZON CAPITAL SERVICES 1NCN-4F66-6VYF 04/05/2024 20240503 50.64 Invoice: 1NCN-4F66-6VYF 50.64 17017001 6406 Mowing - SupOther AMAZON CAPITAL SERVICES 1KD7-XRJK-6Y1K 04/05/2024 20240503 84.99 Invoice: 1KD7-XRJK-6Y1K 84.99 52052000 6406 Golf Gen - SupOther AMAZON CAPITAL SERVICES 1KGJ-TCKF-D6XJ 04/06/2024 20240503 51.87 Invoice: 1KGJ-TCKF-D6XJ 51.87 61061004 6530 PW Equip - ReprParts AMAZON CAPITAL SERVICES 1PHC-PR71-FWPW 04/06/2024 20240503 33.40 Invoice: 1PHC-PR71-FWPW Facility Supplies 33.40 16116103 6406 Senior Cen - SupOther AMAZON CAPITAL SERVICES 1YGL-4LDF-K6DG 04/07/2024 20240503 72.99 Invoice: 1YGL-4LDF-K6DG 72.99 52052000 6530 Golf Gen - ReprParts AMAZON CAPITAL SERVICES 11NW-RPVK-LQND 04/07/2024 20240503 49.24 Invoice: 11NW-RPVK-LQND Art Supplies 49.24 51051002 6564 Instrucnal - SupArt&Crf AMAZON CAPITAL SERVICES 1T3C-DGVP-LGY4 04/07/2024 20240503 7.63 Invoice: 1T3C-DGVP-LGY4 7.63 17017000 6406 Prk Mnt Ad - SupOther City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram 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 13GQ-G9XG-PVK3 04/08/2024 20240503 91.52 Invoice: 13GQ-G9XG-PVK3 91.52 63063001 6180 PW Fac - Rep&Maint AMAZON CAPITAL SERVICES 13GQ-G9XG-PYQK 04/08/2024 20240503 57.11 Invoice: 13GQ-G9XG-PYQK 57.11 14014000 6513 PW Adm Gen - SupOffice AMAZON CAPITAL SERVICES 1VYW-TYG6-QY4D 04/08/2024 20240503 140.31 Invoice: 1VYW-TYG6-QY4D 140.31 17017001 6530 Mowing - ReprParts AMAZON CAPITAL SERVICES 19FD-JJ4R-RFC7 04/08/2024 20240503 229.95 Invoice: 19FD-JJ4R-RFC7 229.95 52052000 6406 Golf Gen - SupOther AMAZON CAPITAL SERVICES 13JP-NRTJ-RFTR 04/08/2024 20240503 14.74 Invoice: 13JP-NRTJ-RFTR 14.74 55055001 6406 Bldg/Grnds - SupOther AMAZON CAPITAL SERVICES 1FJF-19D4-VXTD 04/09/2024 20240503 64.99 Invoice: 1FJF-19D4-VXTD apadtor 64.99 52052005 6513 Clubhouse - SupOffice AMAZON CAPITAL SERVICES 1PHC-PR71-WCD7 04/09/2024 20240503 43.99 Invoice: 1PHC-PR71-WCD7 43.99 58058000 6406 50th AdGe - SupOther AMAZON CAPITAL SERVICES 1PNC-JGCP-WC9W 04/09/2024 20240503 163.98 Invoice: 1PNC-JGCP-WC9W Planning Office Supplies 163.98 10510500 6406 Plan Gen - SupOther AMAZON CAPITAL SERVICES 1Y6H-9LC6-1Y7K 04/09/2024 20240503 19.78 Invoice: 1Y6H-9LC6-1Y7K 6Pack TZ/TZe Tape 19.78 12012000 6406 Fire Gen - SupOther AMAZON CAPITAL SERVICES 14QD-DRGM-3FX9 04/10/2024 20240503 33.79 Invoice: 14QD-DRGM-3FX9 33.79 17017000 6406 Prk Mnt Ad - SupOther AMAZON CAPITAL SERVICES 1VWL-FJT3-3TXD 04/10/2024 20240503 147.43 Invoice: 1VWL-FJT3-3TXD 147.43 16116105 6406 Prtnr Prog - SupOther AMAZON CAPITAL SERVICES 1MRV-RPX7-1KQV 04/10/2024 20240503 82.80 Invoice: 1MRV-RPX7-1KQV 82.80 52052000 6406 Golf Gen - SupOther AMAZON CAPITAL SERVICES 14YV-9GL1-37H6 04/10/2024 20240503 114.18 Invoice: 14YV-9GL1-37H6 114.18 61061004 6530 PW Equip - ReprParts City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram 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 14YV-9GL1-3DT9 04/10/2024 20240503 59.00 Invoice: 14YV-9GL1-3DT9 Cleaning supplies 59.00 51051000 6511 Admin/Ops - SupCustod AMAZON CAPITAL SERVICES 1PRG-LJF7-3THD 04/10/2024 20240503 61.88 Invoice: 1PRG-LJF7-3THD 61.88 52052000 6406 Golf Gen - SupOther AMAZON CAPITAL SERVICES 19RH-VRX3-7DNL 04/10/2024 20240503 176.23 Invoice: 19RH-VRX3-7DNL 176.23 61061004 6556 PW Equip - Tool&Acces AMAZON CAPITAL SERVICES 1F11-W4T3-7TLW 04/16/2024 20240503 -9.06 Invoice: 1F11-W4T3-7TLW -9.06 57057000 6406 General - SupOther CHECK 494932 TOTAL: 3,008.85 494933 05/03/2024 PRTD 132360 AMERICAN LIBERTY CONSTRUCTION INC FC-20-05 #8 04/12/2024 20240503 83,680.01 Invoice: FC-20-05 #8 Fire Station #1 Renovation and 83,680.01 E ENG20010.CONSTRUCTN. . 40500000 6713 Fire CP - CapBldStrc CHECK 494933 TOTAL: 83,680.01 494934 05/03/2024 PRTD 101874 ANCOM TECHNICAL CENTER 120905 04/08/2024 20240503 350.00 Invoice: 120905 350.00 63063001 6180 PW Fac - Rep&Maint CHECK 494934 TOTAL: 350.00 494935 05/03/2024 PRTD 160550 ANDERSON, SCOTT 104 04/16/2024 20240503 980.00 Invoice: 104 Spring session 1 - Intermediate Oil Class 980.00 51051002 6103 Instrucnal - Prof Svrs CHECK 494935 TOTAL: 980.00 494936 05/03/2024 PRTD 141691 ANDERSON, WENDY S 22 04/26/2024 20240503 2,211.30 Invoice: 22 Yoga Classes 2,211.30 16116103 6103 Senior Cen - Prof Svrs CHECK 494936 TOTAL: 2,211.30 494937 05/03/2024 PRTD 151756 ARBEITER BREWING COMPANY LLC 1455 04/18/2024 20240503 86.00 Invoice: 1455 86.00 5800 1354 Liquor BS - Inv Beer City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram 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 ARBEITER BREWING COMPANY LLC 1454-A 04/18/2024 20240503 239.00 Invoice: 1454-A 239.00 5800 1354 Liquor BS - Inv Beer CHECK 494937 TOTAL: 325.00 494938 05/03/2024 PRTD 100634 ASPEN EQUIPMENT CO ESA000623-1 04/30/2024 22200111 20240503 19,672.00 Invoice: ESA000623-1 2024 3500DH with V Plow and Spreader 19,672.00 42700000 6711 PW ER - CapVh&Equp CHECK 494938 TOTAL: 19,672.00 494939 05/03/2024 PRTD 106304 ASPEN MILLS INC 331027 04/05/2024 20240503 307.62 Invoice: 331027 UNIFORM-LUKE ANDERSON 307.62 12012000 6203 Fire Gen - Uniforms ASPEN MILLS INC 331028 04/05/2024 20240503 108.85 Invoice: 331028 UNIFORM-AUSTIN MEMMER 108.85 12012000 6203 Fire Gen - Uniforms CHECK 494939 TOTAL: 416.47 494940 05/03/2024 PRTD 102774 ASPEN WASTE SYSTEMS OF MINNESOTA S3 406509-20240415 04/25/2024 20240503 4,345.50 Invoice: S3 406509-20240415 4,345.50 E ENG98002.MISCELLAN .SERVICES . 40840801 6103 Faclt CP - Prof Svrs ASPEN WASTE SYSTEMS OF MINNESOTA S1 146354-050124 05/01/2024 20240503 364.75 Invoice: S1 146354-050124 SOUTH METRO PUBLIC SAFETY 364.75 71071001 6182 Main Bldng - Garb&Recyc CHECK 494940 TOTAL: 4,710.25 494941 05/03/2024 PRTD 100636 ASTLEFORD EQUIPMENT COMPANY INC 02P36589 04/03/2024 20240503 393.30 Invoice: 02P36589 393.30 61061004 6530 PW Equip - ReprParts CHECK 494941 TOTAL: 393.30 494942 05/03/2024 PRTD 100920 GENUINE PARTS COMPANY 054140 04/03/2024 20240503 45.38 Invoice: 054140 45.38 61061004 6530 PW Equip - ReprParts GENUINE PARTS COMPANY 054546 04/04/2024 20240503 38.51 Invoice: 054546 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram 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 38.51 61061004 6530 PW Equip - ReprParts GENUINE PARTS COMPANY 054741 04/05/2024 20240503 91.36 Invoice: 054741 91.36 61061006 6530 Fire Equip - ReprParts GENUINE PARTS COMPANY 3599-243293 04/05/2024 20240503 26.17 Invoice: 3599-243293 26.17 52052003 6406 Dr Range - SupOther GENUINE PARTS COMPANY 055483 04/08/2024 20240503 36.06 Invoice: 055483 36.06 61061004 6530 PW Equip - ReprParts GENUINE PARTS COMPANY 055501 04/08/2024 20240503 46.43 Invoice: 055501 46.43 61061004 6530 PW Equip - ReprParts GENUINE PARTS COMPANY 055674 04/09/2024 20240503 39.54 Invoice: 055674 39.54 61061009 6530 Pk Mant Eq - ReprParts CHECK 494942 TOTAL: 323.45 494943 05/03/2024 PRTD 151171 7TH STREET BEER COMPANY 4487 04/16/2024 20240503 220.00 Invoice: 4487 220.00 5800 1354 Liquor BS - Inv Beer 7TH STREET BEER COMPANY 4486 04/16/2024 20240503 236.00 Invoice: 4486 236.00 5800 1354 Liquor BS - Inv Beer 7TH STREET BEER COMPANY 4491 04/16/2024 20240503 140.00 Invoice: 4491 140.00 5800 1354 Liquor BS - Inv Beer CHECK 494943 TOTAL: 596.00 494944 05/03/2024 PRTD 136267 BAUHAUS BREW LABS LLC 14707 04/16/2024 20240503 495.00 Invoice: 14707 495.00 5800 1356 Liquor BS - Inventory THC Bev CHECK 494944 TOTAL: 495.00 494945 05/03/2024 PRTD 142186 BAYCOM INC EQUIPINV_042565-1 02/28/2023 20240503 3,605.00 Invoice: EQUIPINV_042565-1 Additional PD Squad Computer 3,605.00 40600000 6406 Police CP - SupOther City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram 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 494945 TOTAL: 3,605.00 494946 05/03/2024 PRTD 100646 BECKER ARENA PRODUCTS INC 611899 02/22/2024 20240503 3,412.19 Invoice: 611899 Braemar Arena-rink supplies 3,412.19 55055001 6406 Bldg/Grnds - SupOther CHECK 494946 TOTAL: 3,412.19 494947 05/03/2024 PRTD 101355 BELLBOY CORPORATION 0203292500 04/18/2024 20240503 219.80 Invoice: 0203292500 3.30 58158101 5512 Sthdl Sell - CGS Liq 216.50 5800 1352 Liquor BS - Inv Liq BELLBOY CORPORATION 0203292400 04/18/2024 20240503 342.05 Invoice: 0203292400 3.30 58058001 5512 50th Sell - CGS Liq 338.75 5800 1352 Liquor BS - Inv Liq BELLBOY CORPORATION 0108254800 04/18/2024 20240503 280.28 Invoice: 0108254800 4.28 58058001 5515 50th Sell - CGS Other 276.00 5800 1355 Liquor BS - Inv Misc BELLBOY CORPORATION 0203283300 04/18/2024 20240503 656.10 Invoice: 0203283300 6.60 58258201 5512 Grnd Sell - CGS Liq 649.50 5800 1352 Liquor BS - Inv Liq BELLBOY CORPORATION 0203246300 04/18/2024 20240503 188.30 Invoice: 0203246300 3.30 58258201 5512 Grnd Sell - CGS Liq 185.00 5800 1352 Liquor BS - Inv Liq BELLBOY CORPORATION 0108245500 04/18/2024 20240503 26.67 Invoice: 0108245500 2.67 58158101 5515 Sthdl Sell - CGS Other 24.00 5800 1355 Liquor BS - Inv Misc CHECK 494947 TOTAL: 1,713.20 494948 05/03/2024 PRTD 151149 BOARMAN KROOS VOGEL GROUP INC 63714 04/10/2024 20240503 106,655.80 Invoice: 63714 Community Health & Safety Cent 106,655.80 E FIR21008.PRELIM DES. . 40500000 6103 Fire CP - Prof Svrs CHECK 494948 TOTAL: 106,655.80 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram 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 494949 05/03/2024 PRTD 160887 BOBBY & STEVES AUTO WORLD WEST BL 264918 04/05/2024 20240503 2,312.91 Invoice: 264918 2,312.91 61061015 6180 Utl Equip - Rep&Maint CHECK 494949 TOTAL: 2,312.91 494950 05/03/2024 PRTD 130602 BOOM ISLAND BREWING COMPANY LLC 1293 04/17/2024 20240503 335.00 Invoice: 1293 335.00 5800 1354 Liquor BS - Inv Beer BOOM ISLAND BREWING COMPANY LLC 1294 04/17/2024 20240503 172.00 Invoice: 1294 172.00 5800 1354 Liquor BS - Inv Beer CHECK 494950 TOTAL: 507.00 494951 05/03/2024 PRTD 101010 BORDER STATES INDUSTRIES INC 928139486 04/04/2024 20240503 1,131.83 Invoice: 928139486 1,131.83 15415400 6610 Elec Gen - Saf Equip CHECK 494951 TOTAL: 1,131.83 494952 05/03/2024 PRTD 105367 BOUND TREE MEDICAL LLC 85306394 04/08/2024 20240503 376.48 Invoice: 85306394 SaniZide Pro 1 32 oz. Bottle w/ Sprayer 376.48 12012000 6510 Fire Gen - SupFrstAid BOUND TREE MEDICAL LLC 85306393 04/08/2024 20240503 465.30 Invoice: 85306393 Curaplex Select nasopharyngeal airway 465.30 12012000 6510 Fire Gen - SupFrstAid CHECK 494952 TOTAL: 841.78 494953 05/03/2024 PRTD 119351 BOURGET IMPORTS 206001 04/17/2024 20240503 1,458.00 Invoice: 206001 18.00 58258201 5513 Grnd Sell - CGS Wine 1,440.00 5800 1353 Liquor BS - Inv Wine BOURGET IMPORTS 205996 04/17/2024 20240503 144.00 Invoice: 205996 4.00 58158101 5512 Sthdl Sell - CGS Liq 140.00 5800 1352 Liquor BS - Inv Liq BOURGET IMPORTS 206000 04/17/2024 20240503 366.00 Invoice: 206000 6.00 58158101 5513 Sthdl Sell - CGS Wine 360.00 5800 1353 Liquor BS - Inv Wine City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram 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 BOURGET IMPORTS 206023 04/17/2024 20240503 300.00 Invoice: 206023 4.00 58058001 5512 50th Sell - CGS Liq 296.00 5800 1352 Liquor BS - Inv Liq BOURGET IMPORTS 206024 04/17/2024 20240503 404.00 Invoice: 206024 4.00 58058001 5513 50th Sell - CGS Wine 400.00 5800 1353 Liquor BS - Inv Wine CHECK 494953 TOTAL: 2,672.00 494954 05/03/2024 PRTD 124291 BREAKTHRU BEVERAGE MINNESOTA WINE 115335265 04/15/2024 20240503 3,061.34 Invoice: 115335265 24.03 58258201 5512 Grnd Sell - CGS Liq 3,037.31 5800 1352 Liquor BS - Inv Liq BREAKTHRU BEVERAGE MINNESOTA WINE 115335264 04/16/2024 20240503 872.05 Invoice: 115335264 8.05 58258201 5513 Grnd Sell - CGS Wine 864.00 5800 1353 Liquor BS - Inv Wine BREAKTHRU BEVERAGE MINNESOTA WINE 115335263 04/15/2024 20240503 139.41 Invoice: 115335263 3.45 58258201 5515 Grnd Sell - CGS Other 135.96 5800 1355 Liquor BS - Inv Misc BREAKTHRU BEVERAGE MINNESOTA WINE 115335246 04/17/2024 20240503 2,672.29 Invoice: 115335246 21.85 58158101 5512 Sthdl Sell - CGS Liq 2,650.44 5800 1352 Liquor BS - Inv Liq BREAKTHRU BEVERAGE MINNESOTA WINE 115335247 04/17/2024 20240503 73.15 Invoice: 115335247 1.15 58158101 5515 Sthdl Sell - CGS Other 72.00 5800 1355 Liquor BS - Inv Misc BREAKTHRU BEVERAGE MINNESOTA WINE 115335245 04/17/2024 20240503 756.60 Invoice: 115335245 4.60 58158101 5513 Sthdl Sell - CGS Wine 752.00 5800 1353 Liquor BS - Inv Wine BREAKTHRU BEVERAGE MINNESOTA WINE 115335267 04/17/2024 20240503 624.10 Invoice: 115335267 4.60 58058001 5512 50th Sell - CGS Liq 619.50 5800 1352 Liquor BS - Inv Liq BREAKTHRU BEVERAGE MINNESOTA WINE 115335266 04/17/2024 20240503 955.45 Invoice: 115335266 3.45 58058001 5513 50th Sell - CGS Wine 952.00 5800 1353 Liquor BS - Inv Wine City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram 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 CHECK 494954 TOTAL: 9,154.39 494955 05/03/2024 PRTD 124529 BREAKTHRU BEVERAGE MINNESOTA BEER 115305034 04/16/2024 20240503 6,691.35 Invoice: 115305034 6,691.35 5800 1354 Liquor BS - Inv Beer BREAKTHRU BEVERAGE MINNESOTA BEER 115305035 04/16/2024 20240503 252.00 Invoice: 115305035 252.00 5800 1355 Liquor BS - Inv Misc BREAKTHRU BEVERAGE MINNESOTA BEER 115305036 04/16/2024 20240503 8,029.90 Invoice: 115305036 8,029.90 5800 1354 Liquor BS - Inv Beer BREAKTHRU BEVERAGE MINNESOTA BEER 115305037 04/15/2024 20240503 333.60 Invoice: 115305037 333.60 5800 1355 Liquor BS - Inv Misc BREAKTHRU BEVERAGE MINNESOTA BEER 115333454 04/17/2024 20240503 1,163.40 Invoice: 115333454 1,163.40 5800 1354 Liquor BS - Inv Beer CHECK 494955 TOTAL: 16,470.25 494956 05/03/2024 PRTD 103239 BRIN GLASS CO 19846 04/05/2024 20240503 2,967.00 Invoice: 19846 2,967.00 E ENG98001.MISCELLAN .REPAIRS . 40840801 6180 Faclt CP - Rep&Maint CHECK 494956 TOTAL: 2,967.00 494957 05/03/2024 PRTD 160549 BETTER BEV CO LLC INV/2024/00512 04/18/2024 20240503 2,450.00 Invoice: INV/2024/00512 2,450.00 5800 1356 Liquor BS - Inventory THC Bev CHECK 494957 TOTAL: 2,450.00 494958 05/03/2024 PRTD 102149 CALLAWAY GOLF 937475241 01/09/2024 20240503 1,436.40 Invoice: 937475241 1,436.40 52005200 1356 Course BS - Inventory CALLAWAY GOLF 938010489 04/03/2024 20240503 129.60 Invoice: 938010489 129.60 52005200 1356 Course BS - Inventory City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram 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 CHECK 494958 TOTAL: 1,566.00 494959 05/03/2024 PRTD 119455 CAPITOL BEVERAGE SALES LP 2973850 04/19/2024 20240503 7,256.60 Invoice: 2973850 7,256.60 5800 1354 Liquor BS - Inv Beer CAPITOL BEVERAGE SALES LP 2973757 04/19/2024 20240503 1,655.00 Invoice: 2973757 1,655.00 5800 1352 Liquor BS - Inv Liq CAPITOL BEVERAGE SALES LP 2973756 04/19/2024 20240503 645.30 Invoice: 2973756 645.30 5800 1354 Liquor BS - Inv Beer CAPITOL BEVERAGE SALES LP 2973758 04/19/2024 20240503 -332.80 Invoice: 2973758 -332.80 5800 1354 Liquor BS - Inv Beer CAPITOL BEVERAGE SALES LP 2973755 04/19/2024 20240503 114.30 Invoice: 2973755 114.30 5800 1355 Liquor BS - Inv Misc CAPITOL BEVERAGE SALES LP 2971595 04/19/2024 20240503 -17.73 Invoice: 2971595 RMA -13.33 5800 1356 Liquor BS - Inventory THC Bev -4.40 5800 1355 Liquor BS - Inv Misc CAPITOL BEVERAGE SALES LP 2976520 04/26/2024 20240503 1,675.56 Invoice: 2976520 1,675.56 5800 1354 Liquor BS - Inv Beer CAPITOL BEVERAGE SALES LP 2976518 04/26/2024 20240503 334.20 Invoice: 2976518 334.20 5800 1355 Liquor BS - Inv Misc CAPITOL BEVERAGE SALES LP 2976519 04/26/2024 20240503 832.00 Invoice: 2976519 832.00 5800 1352 Liquor BS - Inv Liq CHECK 494959 TOTAL: 12,162.43 494960 05/03/2024 PRTD 160207 JASON THOMAS CARDINAL EPD24-5 04/12/2024 20240503 1,187.50 Invoice: EPD24-5 1,187.50 13013000 6103 Pol Ad Gen - Prof Svrs CHECK 494960 TOTAL: 1,187.50 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram 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 494961 05/03/2024 PRTD 142028 CINTAS CORPORATION 4188654588 04/05/2024 20240503 33.68 Invoice: 4188654588 33.68 63063001 6511 PW Fac - SupCustod CINTAS CORPORATION 4188773593 04/08/2024 20240503 185.59 Invoice: 4188773593 mats and towels 185.59 52052000 6201 Golf Gen - Laundry CINTAS CORPORATION 4188773558 04/08/2024 20240503 86.68 Invoice: 4188773558 mats 86.68 52100000 6203 Golf Dome - Uniforms CHECK 494961 TOTAL: 305.95 494962 05/03/2024 PRTD 100684 CITY OF BLOOMINGTON 23473 04/15/2024 20240503 29,013.00 Invoice: 23473 Q1 COVID-19 Response invoice 29,013.00 E FIR21005.MISCELLAN .STAFF . 12212200 6102 PH Gen - Contr Svrs CHECK 494962 TOTAL: 29,013.00 494963 05/03/2024 PRTD 100684 CITY OF BLOOMINGTON 23479 04/15/2024 20240503 106,250.00 Invoice: 23479 Health Services 106,250.00 12212200 6102 PH Gen - Contr Svrs CHECK 494963 TOTAL: 106,250.00 494964 05/03/2024 PRTD 105246 CITY OF PLYMOUTH 2024-00000008 04/16/2024 20240503 816.67 Invoice: 2024-00000008 816.67 72000000 6406 MN TF 1 - SupOther CHECK 494964 TOTAL: 816.67 494965 05/03/2024 PRTD 105696 CITY-COUNTY COMMUNICATIONS & MARK 3451 04/24/2024 20240503 400.00 Invoice: 3451 3CMA Dues 400.00 10410400 6105 Comm Gen - Dues&Sub CHECK 494965 TOTAL: 400.00 494966 05/03/2024 PRTD 140274 CIVICPLUS LLC 288693 01/05/2024 20240503 23,413.16 Invoice: 288693 SeeClickFix Renewal 7,875.00 12212200 6160 PH Gen - Sftwr&Data 4,440.91 59259205 6406 Stm EngSrv - SupOther 4,440.91 59159107 6406 Sew EngSrv - SupOther 4,440.91 59059007 6406 Wat EngSrv - SupOther City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram 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 2,215.43 10410403 6126 Website - OthrWebDvl CHECK 494966 TOTAL: 23,413.16 494967 05/03/2024 PRTD 102165 ROGER CLEVELAND GOLF CO. INC 7854092 03/12/2024 20240503 334.56 Invoice: 7854092 310.56 52005200 1356 Course BS - Inventory 24.00 52052006 5510 Ret Sales - CGS CHECK 494967 TOTAL: 334.56 494968 05/03/2024 PRTD 120433 COMCAST 0161120-04/24 04/26/2024 20240503 20.84 Invoice: 0161120-04/24 Account number 8772 10 614 0161120 20.84 55055001 6188 Bldg/Grnds - Telephone CHECK 494968 TOTAL: 20.84 494969 05/03/2024 PRTD 144092 CONCENTRA 103965489 04/10/2024 20240503 1,196.00 Invoice: 103965489 Pre-employment exams 1,196.00 10910900 6175 HR Gen - EmpExams CONCENTRA 103968854 04/17/2024 20240503 676.00 Invoice: 103968854 Pre-employment Exam 676.00 10910900 6175 HR Gen - EmpExams CHECK 494969 TOTAL: 1,872.00 494970 05/03/2024 PRTD 103833 HOVERSON, THOMAS 3449 04/05/2024 20240503 4,360.00 Invoice: 3449 4,360.00 17017004 6541 Tree & Mnt - TrFlwShrb CHECK 494970 TOTAL: 4,360.00 494971 05/03/2024 PRTD 133169 DAIKIN APPLIED 3433158 02/05/2024 20240503 1,194.00 Invoice: 3433158 RTU filter installation 1,194.00 54054001 6180 Operations - Rep&Maint CHECK 494971 TOTAL: 1,194.00 494972 05/03/2024 PRTD 160780 DANGEROUS MAN BREWING CO LLC IN-3419 04/18/2024 20240503 225.00 Invoice: IN-3419 225.00 5800 1356 Liquor BS - Inventory THC Bev DANGEROUS MAN BREWING CO LLC IN-3417 04/18/2024 20240503 238.00 Invoice: IN-3417 238.00 5800 1354 Liquor BS - Inv Beer City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram 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 DANGEROUS MAN BREWING CO LLC IN-3418 04/18/2024 20240503 201.00 Invoice: IN-3418 201.00 5800 1356 Liquor BS - Inventory THC Bev CHECK 494972 TOTAL: 664.00 494973 05/03/2024 PRTD 102195 DAY INVESTMENTS LLC P71658299 04/04/2024 20240503 173.88 Invoice: P71658299 173.88 13013000 6406 Pol Ad Gen - SupOther CHECK 494973 TOTAL: 173.88 494974 05/03/2024 PRTD 121103 DIRECTV GROUP INC 045419181X240419 04/30/2024 20240503 142.56 Invoice: 045419181X240419 ACCOUNT NUMBER 045419181 142.56 52052000 6188 Golf Gen - Telephone CHECK 494974 TOTAL: 142.56 494975 05/03/2024 PRTD 160849 DISRUPTIFY INC 240418-01 09/15/2023 20240503 5,000.00 Invoice: 240418-01 1,666.66 58058000 6103 50th AdGe - Prof Svrs 1,666.67 58158100 6103 Sthdl AdGe - Prof Svrs 1,666.67 58258200 6103 Grnd AdGe - Prof Svrs DISRUPTIFY INC 240418-02 12/15/2023 20240503 5,000.00 Invoice: 240418-02 1,666.66 58058000 6103 50th AdGe - Prof Svrs 1,666.67 58158100 6103 Sthdl AdGe - Prof Svrs 1,666.67 58258200 6103 Grnd AdGe - Prof Svrs CHECK 494975 TOTAL: 10,000.00 494976 05/03/2024 PRTD 100730 DORSEY & WHITNEY LLP 3964518 04/05/2024 20240503 1,342.50 Invoice: 3964518 TIF legal review 1,342.50 26026000 6131 HRA Admin - PrfSvLegal DORSEY & WHITNEY LLP 3964519 04/05/2024 20240503 268.50 Invoice: 3964519 Client-Matter No.: 094802-00529 268.50 E DEV21004.MISCELLAN . . 26026000 6131 HRA Admin - PrfSvLegal DORSEY & WHITNEY LLP 3964520 04/05/2024 20240503 537.00 Invoice: 3964520 4917 Eden - EW TIF escrow 537.00 E DEV21001.MISCELLAN . . 26026000 6131 HRA Admin - PrfSvLegal City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram 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 DORSEY & WHITNEY LLP 3964522 04/05/2024 20240503 89.50 Invoice: 3964522 7235 France TIF escrow 89.50 E DEV23201.MISCELLAN . . 26026000 6131 HRA Admin - PrfSvLegal CHECK 494976 TOTAL: 2,237.50 494977 05/03/2024 PRTD 160997 EDGE AQUATIC SERVICES LLC 1 04/10/2024 20240503 3,150.00 Invoice: 1 3,150.00 59259206 6103 Stm P&LNon - Prof Svrs CHECK 494977 TOTAL: 3,150.00 494978 05/03/2024 PRTD 134730 EXPLORE EDINA Mar 24 Lodging Tax 05/01/2024 20240503 45,757.34 Invoice: Mar 24 Lodging Tax March 2024 Lodging Tax 25,178.24 10800000 4030 Finance - Lodg Tax 7,922.73 54054001 4030 Operations - Lodg Tax 12,656.37 10800000 4030 Finance - Lodg Tax CHECK 494978 TOTAL: 45,757.34 494979 05/03/2024 PRTD 100146 ELLIOTT AUTO SUPPLY CO, INC 1-9579269 04/03/2024 20240503 64.96 Invoice: 1-9579269 64.96 61061004 6530 PW Equip - ReprParts ELLIOTT AUTO SUPPLY CO, INC 69-519171 04/04/2024 20240503 119.96 Invoice: 69-519171 119.96 61061002 6530 Assess Eq - ReprParts ELLIOTT AUTO SUPPLY CO, INC 1-9581991 04/04/2024 20240503 62.10 Invoice: 1-9581991 62.10 61061005 6530 Police Eq - ReprParts ELLIOTT AUTO SUPPLY CO, INC 69-519218 04/04/2024 20240503 139.81 Invoice: 69-519218 139.81 61061004 6530 PW Equip - ReprParts ELLIOTT AUTO SUPPLY CO, INC 69-519355 04/08/2024 20240503 46.44 Invoice: 69-519355 46.44 61061004 6530 PW Equip - ReprParts ELLIOTT AUTO SUPPLY CO, INC 69-519376 04/08/2024 20240503 19.42 Invoice: 69-519376 19.42 61061004 6530 PW Equip - ReprParts ELLIOTT AUTO SUPPLY CO, INC 69-519385 04/08/2024 20240503 93.84 Invoice: 69-519385 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram 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 93.84 61061009 6530 Pk Mant Eq - ReprParts ELLIOTT AUTO SUPPLY CO, INC 69-519423 04/08/2024 20240503 78.42 Invoice: 69-519423 78.42 61061009 6530 Pk Mant Eq - ReprParts ELLIOTT AUTO SUPPLY CO, INC 1-Z35333 04/09/2024 20240503 202.82 Invoice: 1-Z35333 202.82 61061004 6530 PW Equip - ReprParts ELLIOTT AUTO SUPPLY CO, INC 69-519611 04/10/2024 20240503 7.04 Invoice: 69-519611 7.04 61061004 6530 PW Equip - ReprParts ELLIOTT AUTO SUPPLY CO, INC 69-519708 04/11/2024 20240503 28.98 Invoice: 69-519708 28.98 61061005 6530 Police Eq - ReprParts ELLIOTT AUTO SUPPLY CO, INC 1-9604158 04/11/2024 20240503 14.09 Invoice: 1-9604158 14.09 61061005 6530 Police Eq - ReprParts ELLIOTT AUTO SUPPLY CO, INC 69-519885 04/15/2024 20240503 3.52 Invoice: 69-519885 3.52 61061004 6530 PW Equip - ReprParts ELLIOTT AUTO SUPPLY CO, INC 69-519930 04/16/2024 20240503 275.48 Invoice: 69-519930 275.48 61061006 6530 Fire Equip - ReprParts ELLIOTT AUTO SUPPLY CO, INC 69-517876 03/18/2024 20240503 44.76 Invoice: 69-517876 44.76 61061004 6530 PW Equip - ReprParts ELLIOTT AUTO SUPPLY CO, INC 69-517128 03/07/2024 20240503 -30.27 Invoice: 69-517128 -30.27 61061004 6530 PW Equip - ReprParts ELLIOTT AUTO SUPPLY CO, INC 1-9456576 02/23/2024 20240503 142.28 Invoice: 1-9456576 142.28 61061004 6530 PW Equip - ReprParts ELLIOTT AUTO SUPPLY CO, INC 69-516096 02/22/2024 20240503 -10.31 Invoice: 69-516096 -10.31 61061004 6530 PW Equip - ReprParts ELLIOTT AUTO SUPPLY CO, INC 69-516082 02/22/2024 20240503 -28.61 Invoice: 69-516082 -28.61 61061004 6530 PW Equip - ReprParts ELLIOTT AUTO SUPPLY CO, INC 69-514963 02/06/2024 20240503 -116.86 Invoice: 69-514963 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram 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 -116.86 61061004 6530 PW Equip - ReprParts ELLIOTT AUTO SUPPLY CO, INC 69-514679 02/02/2024 20240503 -131.25 Invoice: 69-514679 -131.25 61061004 6530 PW Equip - ReprParts ELLIOTT AUTO SUPPLY CO, INC 69-513459 01/19/2024 20240503 -151.34 Invoice: 69-513459 -151.34 61061004 6530 PW Equip - ReprParts ELLIOTT AUTO SUPPLY CO, INC 128-185418 01/12/2024 20240503 46.92 Invoice: 128-185418 46.92 61061009 6530 Pk Mant Eq - ReprParts ELLIOTT AUTO SUPPLY CO, INC 69-512842 01/12/2024 20240503 -262.61 Invoice: 69-512842 -262.61 61061004 6530 PW Equip - ReprParts CHECK 494979 TOTAL: 659.59 494980 05/03/2024 PRTD 147181 FALLING BREWERY - BERGMAN LEDGE L E-14047 04/18/2024 20240503 555.00 Invoice: E-14047 555.00 5800 1354 Liquor BS - Inv Beer FALLING BREWERY - BERGMAN LEDGE L E-14053 04/18/2024 20240503 40.00 Invoice: E-14053 40.00 5800 1356 Liquor BS - Inventory THC Bev FALLING BREWERY - BERGMAN LEDGE L E-14051 04/15/2024 20240503 283.00 Invoice: E-14051 283.00 5800 1354 Liquor BS - Inv Beer FALLING BREWERY - BERGMAN LEDGE L E-14045 04/15/2024 20240503 268.00 Invoice: E-14045 268.00 5800 1354 Liquor BS - Inv Beer CHECK 494980 TOTAL: 1,146.00 494981 05/03/2024 PRTD 103600 FERGUSON US HOLDINGS INC 0526759-1 04/08/2024 20240503 223.96 Invoice: 0526759-1 223.96 59059003 6406 Wat Distr - SupOther CHECK 494981 TOTAL: 223.96 494982 05/03/2024 PRTD 141837 DAIOHS USA INC 017808 03/20/2024 20240503 865.56 Invoice: 017808 865.56 10110100 6513 Admin Gen - SupOffice City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram ID: apcshdsb Page 20 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC CHECK 494982 TOTAL: 865.56 494983 05/03/2024 PRTD 102456 GALLS PARENT HOLDINGS LLC 027554888 04/03/2024 20240503 88.00 Invoice: 027554888 Duty Pants - Doyle 88.00 13013000 6203 Pol Ad Gen - Uniforms GALLS PARENT HOLDINGS LLC 027566377 04/04/2024 20240503 59.49 Invoice: 027566377 High Vis Vests - Zech 59.49 13013000 6203 Pol Ad Gen - Uniforms GALLS PARENT HOLDINGS LLC 027595800 04/08/2024 20240503 19.98 Invoice: 027595800 Name Tag - Reilly 19.98 13013000 6203 Pol Ad Gen - Uniforms CHECK 494983 TOTAL: 167.47 494984 05/03/2024 PRTD 160475 GEISLINGER AND SONS INC 676 04/04/2024 20240503 422,793.17 Invoice: 676 Sanitary Sewer Lift Station #3 422,793.17 E ENG21001.CONST.SANI.CNTRCT PMT. 59005910 1605 Sew BS - PurchCIP CHECK 494984 TOTAL: 422,793.17 494985 05/03/2024 PRTD 144982 GERTEN GREENHOUSES & GARDEN CENTE 215803/12 04/03/2024 20240503 5,005.05 Invoice: 215803/12 1,860.00 52052000 6540 Golf Gen - SdFertWeed 3,145.05 52052000 6545 Golf Gen - Chemicals CHECK 494985 TOTAL: 5,005.05 494986 05/03/2024 PRTD 160943 GIESENBRAU BIER CO 20939 04/17/2024 20240503 225.00 Invoice: 20939 225.00 5800 1354 Liquor BS - Inv Beer GIESENBRAU BIER CO 20938 04/17/2024 20240503 550.00 Invoice: 20938 550.00 5800 1354 Liquor BS - Inv Beer CHECK 494986 TOTAL: 775.00 494987 05/03/2024 PRTD 161016 GOLFTINI INC INV5405320 04/08/2024 20240503 2,072.50 Invoice: INV5405320 2,055.50 52005200 1356 Course BS - Inventory 17.00 52052006 5510 Ret Sales - CGS City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram 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 494987 TOTAL: 2,072.50 494988 05/03/2024 PRTD 129108 HAAG COMPANIES INC 4-493231 04/05/2024 20240503 34.00 Invoice: 4-493231 34.00 17017002 6543 Fld Maint - SodDirtMix HAAG COMPANIES INC 4-493250 04/05/2024 20240503 34.00 Invoice: 4-493250 34.00 17017002 6543 Fld Maint - SodDirtMix CHECK 494988 TOTAL: 68.00 494989 05/03/2024 PRTD 143563 HEADFLYER BREWING E-5903 04/17/2024 20240503 288.00 Invoice: E-5903 288.00 5800 1356 Liquor BS - Inventory THC Bev CHECK 494989 TOTAL: 288.00 494990 05/03/2024 PRTD 103085 HENNEPIN COUNTY PROPERTY TAX 0511621210001-2024-103/28/2024 20240503 900.80 Invoice: 0511621210001-2024-1 6240 TRACY AVE 900.80 10800000 6915 Finance - Sp Assess CHECK 494990 TOTAL: 900.80 494991 05/03/2024 PRTD 103085 HENNEPIN COUNTY PROPERTY TAX 0511621210002-2024-103/28/2024 20240503 4,684.14 Invoice: 0511621210002-2024-1 6250 TRACY AVE 4,684.14 10800000 6915 Finance - Sp Assess CHECK 494991 TOTAL: 4,684.14 494992 05/03/2024 PRTD 103085 HENNEPIN COUNTY PROPERTY TAX 0711621130001-2024-103/28/2024 20240503 13,648.83 Invoice: 0711621130001-2024-1 7501 IKOLA WAY 13,648.83 52052000 6103 Golf Gen - Prof Svrs CHECK 494992 TOTAL: 13,648.83 494993 05/03/2024 PRTD 103085 HENNEPIN COUNTY PROPERTY TAX 0711621210039-2024-103/28/2024 20240503 1,693.73 Invoice: 0711621210039-2024-1 Land Survey 1246 1,693.73 10800000 6915 Finance - Sp Assess CHECK 494993 TOTAL: 1,693.73 494994 05/03/2024 PRTD 103085 HENNEPIN COUNTY PROPERTY TAX 0711621230002-2024-103/28/2024 20240503 17,989.87 Invoice: 0711621230002-2024-1 BRAEMAR ARENA- Address Unassigned 17,989.87 55055000 6103 Admin - Prof Svrs City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram 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 494994 TOTAL: 17,989.87 494995 05/03/2024 PRTD 103085 HENNEPIN COUNTY PROPERTY TAX 3111721410022-2024-103/28/2024 20240503 3,365.56 Invoice: 3111721410022-2024-1 Killarney Shores 3,365.56 10800000 6915 Finance - Sp Assess CHECK 494995 TOTAL: 3,365.56 494996 05/03/2024 PRTD 103085 HENNEPIN COUNTY PROPERTY TAX 3111721420036-2024-103/28/2024 20240503 735.13 Invoice: 3111721420036-2024-1 6418 VERNON AVE 735.13 10800000 6915 Finance - Sp Assess CHECK 494996 TOTAL: 735.13 494997 05/03/2024 PRTD 103085 HENNEPIN COUNTY PROPERTY TAX 3211721130079-2024-103/28/2024 20240503 436.22 Invoice: 3211721130079-2024-1 5709 WARDEN AVE 436.22 10800000 6915 Finance - Sp Assess CHECK 494997 TOTAL: 436.22 494998 05/03/2024 PRTD 103085 HENNEPIN COUNTY PROPERTY TAX 3211721140055-2024-103/28/2024 20240503 3,859.56 Invoice: 3211721140055-2024-1 5520 HANSEN RD 3,859.56 10800000 6915 Finance - Sp Assess CHECK 494998 TOTAL: 3,859.56 494999 05/03/2024 PRTD 103085 HENNEPIN COUNTY PROPERTY TAX 3211721440012-2024-103/28/2024 20240503 1,144.34 Invoice: 3211721440012-2024-1 6020 HANSEN RD 1,144.34 10800000 6915 Finance - Sp Assess CHECK 494999 TOTAL: 1,144.34 495000 05/03/2024 PRTD 103085 HENNEPIN COUNTY PROPERTY TAX 3311721240001-2024-103/28/2024 20240503 964.89 Invoice: 3311721240001-2024-1 5100 GROVE ST 964.89 10800000 6915 Finance - Sp Assess CHECK 495000 TOTAL: 964.89 495001 05/03/2024 PRTD 103085 HENNEPIN COUNTY PROPERTY TAX 3311721310029-2024-103/28/2024 20240503 964.89 Invoice: 3311721310029-2024-1 Benton Park 964.89 10800000 6915 Finance - Sp Assess City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram ID: apcshdsb Page 23 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC CHECK 495001 TOTAL: 964.89 495002 05/03/2024 PRTD 103085 HENNEPIN COUNTY PROPERTY TAX 0702824140037-2024-103/28/2024 20240503 2,463.10 Invoice: 0702824140037-2024-1 4115 GRIMES AVE 2,463.10 10800000 6915 Finance - Sp Assess CHECK 495002 TOTAL: 2,463.10 495003 05/03/2024 PRTD 103085 HENNEPIN COUNTY PROPERTY TAX 0702824430007-2024-103/28/2024 20240503 777.47 Invoice: 0702824430007-2024-1 4201 44TH ST W 777.47 10800000 6915 Finance - Sp Assess CHECK 495003 TOTAL: 777.47 495004 05/03/2024 PRTD 103085 HENNEPIN COUNTY PROPERTY TAX 1802824130155-2024-103/28/2024 20240503 226.38 Invoice: 1802824130155-2024-1 Edina Court Park 226.38 10800000 6915 Finance - Sp Assess CHECK 495004 TOTAL: 226.38 495005 05/03/2024 PRTD 103085 HENNEPIN COUNTY PROPERTY TAX 1802824130164-2024-103/28/2024 20240503 226.38 Invoice: 1802824130164-2024-1 Edina Court Park 226.38 10800000 6915 Finance - Sp Assess CHECK 495005 TOTAL: 226.38 495006 05/03/2024 PRTD 103085 HENNEPIN COUNTY PROPERTY TAX 1802824410181-2024-103/28/2024 20240503 6,120.39 Invoice: 1802824410181-2024-1 3943 50TH ST W 6,120.39 10800000 6103 Finance - Prof Svrs CHECK 495006 TOTAL: 6,120.39 495007 05/03/2024 PRTD 103085 HENNEPIN COUNTY PROPERTY TAX 1802824430096-2024-103/28/2024 20240503 2,224.80 Invoice: 1802824430096-2024-1 5230 MINNEHAHA BLVD 2,224.80 10800000 6915 Finance - Sp Assess CHECK 495007 TOTAL: 2,224.80 495008 05/03/2024 PRTD 103085 HENNEPIN COUNTY PROPERTY TAX 1902824110063-2024-103/28/2024 20240503 295.21 Invoice: 1902824110063-2024-1 4200 54TH ST W 295.21 10800000 6915 Finance - Sp Assess CHECK 495008 TOTAL: 295.21 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram 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 495009 05/03/2024 PRTD 103085 HENNEPIN COUNTY PROPERTY TAX 1902824430115-2024-103/28/2024 20240503 330.99 Invoice: 1902824430115-2024-1 4303 58TH ST W 330.99 10800000 6915 Finance - Sp Assess CHECK 495009 TOTAL: 330.99 495010 05/03/2024 PRTD 103085 HENNEPIN COUNTY PROPERTY TAX 2902824210098-2024-103/28/2024 20240503 505.49 Invoice: 2902824210098-2024-1 6200 BEARD AVE S 505.49 10800000 6915 Finance - Sp Assess CHECK 495010 TOTAL: 505.49 495011 05/03/2024 PRTD 103085 HENNEPIN COUNTY PROPERTY TAX 2902824220001-2024-103/28/2024 20240503 1,323.69 Invoice: 2902824220001-2024-1 Part of Strachauer Park 1,323.69 10800000 6915 Finance - Sp Assess CHECK 495011 TOTAL: 1,323.69 495012 05/03/2024 PRTD 103085 HENNEPIN COUNTY PROPERTY TAX 3002824230009-2024-103/28/2024 20240503 3,429.13 Invoice: 3002824230009-2024-1 Normandale 3,429.13 10800000 6915 Finance - Sp Assess CHECK 495012 TOTAL: 3,429.13 495013 05/03/2024 PRTD 103085 HENNEPIN COUNTY PROPERTY TAX 3102824220001-2024-103/28/2024 20240503 2,206.10 Invoice: 3102824220001-2024-1 4709 70TH ST W 2,206.10 10800000 6915 Finance - Sp Assess CHECK 495013 TOTAL: 2,206.10 495014 05/03/2024 PRTD 103085 HENNEPIN COUNTY PROPERTY TAX 3102824420022-2024-103/28/2024 20240503 125.05 Invoice: 3102824420022-2024-1 Bertelsen - Lake Edina Park 125.05 10800000 6915 Finance - Sp Assess CHECK 495014 TOTAL: 125.05 495015 05/03/2024 PRTD 160008 RACHEL PETERSON 3460 04/05/2024 20240503 1,145.90 Invoice: 3460 HPC Consulting Fees 1,145.90 10510500 6103 Plan Gen - Prof Svrs CHECK 495015 TOTAL: 1,145.90 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram 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 495016 05/03/2024 PRTD 137677 HAMMEL GREEN AND ABRAHAMSON INC 249198 04/04/2024 20240503 9,936.04 Invoice: 249198 City Wide Solar Feasibility St 9,936.04 E ENG23114.PRELIM DES.SERVICES . 25000000 6103 CAS - Prof Svrs HAMMEL GREEN AND ABRAHAMSON INC 249251 04/08/2024 20240503 3,976.27 Invoice: 249251 City Hall Design Services for 3,976.27 E ENG22110.DESIGN&BID. . 25000000 6710 CAS - Cap Other CHECK 495016 TOTAL: 13,912.31 495017 05/03/2024 PRTD 160637 HGS LLC IN44837 04/03/2024 20240503 1,426.91 Invoice: IN44837 1,426.91 40840800 6103 Eng CP - Prof Svrs HGS LLC IN42651 11/30/2023 20240503 2,884.24 Invoice: IN42651 2,884.24 E ENG21032.CONSTRUCTN.CNTRCT PMT. 59005920 1605 Stm BS - PurchCIP HGS LLC IN40244 08/31/2023 20240503 10,817.93 Invoice: IN40244 10,817.93 E ENG21032.CONSTRUCTN.CNTRCT PMT. 59005920 1605 Stm BS - PurchCIP CHECK 495017 TOTAL: 15,129.08 495018 05/03/2024 PRTD 102484 HIRSHFIELDS PAINT MANUFACTURING I 0024675-IN 04/09/2024 20240503 2,541.12 Invoice: 0024675-IN 2,541.12 17017002 6532 Fld Maint - Paint CHECK 495018 TOTAL: 2,541.12 495019 05/03/2024 PRTD 104375 HOHENSTEINS INC 704955 04/07/2024 20240503 453.00 Invoice: 704955 453.00 5800 1355 Liquor BS - Inv Misc HOHENSTEINS INC 707153 04/16/2024 20240503 1,957.50 Invoice: 707153 1,957.50 5800 1354 Liquor BS - Inv Beer HOHENSTEINS INC 707152 04/16/2024 20240503 60.00 Invoice: 707152 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram 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 60.00 5800 1354 Liquor BS - Inv Beer HOHENSTEINS INC 707154 04/16/2024 20240503 2,983.25 Invoice: 707154 2,983.25 5800 1356 Liquor BS - Inventory THC Bev HOHENSTEINS INC 707150 04/16/2024 20240503 75.60 Invoice: 707150 75.60 5800 1355 Liquor BS - Inv Misc HOHENSTEINS INC 707151 04/16/2024 20240503 783.30 Invoice: 707151 783.30 5800 1354 Liquor BS - Inv Beer HOHENSTEINS INC 707155 04/16/2024 20240503 606.00 Invoice: 707155 606.00 5800 1354 Liquor BS - Inv Beer HOHENSTEINS INC 707156 04/16/2024 20240503 224.00 Invoice: 707156 224.00 5800 1356 Liquor BS - Inventory THC Bev CHECK 495019 TOTAL: 7,142.65 495020 05/03/2024 PRTD 116680 HP INC 9018477231 04/11/2024 20240503 1,180.90 Invoice: 9018477231 USB-C Docks 1,180.90 62062000 6409 I.T. Gen - SupComp CHECK 495020 TOTAL: 1,180.90 495021 05/03/2024 PRTD 160559 HUMERATECH INC 240253 04/08/2024 20240503 37,645.57 Invoice: 240253 City Hall Energy & Lighting Im 37,645.57 E ENG22110.CONSTRUCTN. . 25000000 6103 CAS - Prof Svrs HUMERATECH INC 240121 04/08/2024 20240503 65,300.81 Invoice: 240121 City Hall Energy & Lighting Im 65,300.81 E ENG22110.CONSTRUCTN. . 25000000 6103 CAS - Prof Svrs CHECK 495021 TOTAL: 102,946.38 495022 05/03/2024 PRTD 146427 LUCID BREWING LLC 18262 04/18/2024 20240503 72.00 Invoice: 18262 72.00 5800 1356 Liquor BS - Inventory THC Bev LUCID BREWING LLC 18256 04/17/2024 20240503 133.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram 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: 18256 133.00 5800 1354 Liquor BS - Inv Beer CHECK 495022 TOTAL: 205.00 495023 05/03/2024 PRTD 160653 INSIGHT BREWING COMPANY LLC 13463 03/27/2024 20240503 585.00 Invoice: 13463 PO 39510 585.00 5800 1356 Liquor BS - Inventory THC Bev INSIGHT BREWING COMPANY LLC 13464 03/27/2024 20240503 293.65 Invoice: 13464 PO 39511 293.65 5800 1354 Liquor BS - Inv Beer INSIGHT BREWING COMPANY LLC 14065 04/17/2024 20240503 532.50 Invoice: 14065 532.50 5800 1356 Liquor BS - Inventory THC Bev INSIGHT BREWING COMPANY LLC 14064 04/17/2024 20240503 55.34 Invoice: 14064 55.34 5800 1354 Liquor BS - Inv Beer INSIGHT BREWING COMPANY LLC 14062 04/17/2024 20240503 720.00 Invoice: 14062 720.00 5800 1356 Liquor BS - Inventory THC Bev CHECK 495023 TOTAL: 2,186.49 495024 05/03/2024 PRTD 132592 JF AHERN CO 645088 04/08/2024 20240503 265.00 Invoice: 645088 dome monthly fire protection 265.00 52100000 6230 Golf Dome - SrvCntrcts CHECK 495024 TOTAL: 265.00 495025 05/03/2024 PRTD 100835 ARTISAN BEER COMPANY 3674762 04/18/2024 20240503 2,659.15 Invoice: 3674762 2,659.15 5800 1354 Liquor BS - Inv Beer ARTISAN BEER COMPANY 3674760 04/18/2024 20240503 1,005.90 Invoice: 3674760 1,005.90 5800 1356 Liquor BS - Inventory THC Bev ARTISAN BEER COMPANY 3674758 04/18/2024 20240503 585.30 Invoice: 3674758 585.30 5800 1354 Liquor BS - Inv Beer ARTISAN BEER COMPANY 3674759 04/18/2024 20240503 263.00 Invoice: 3674759 263.00 5800 1356 Liquor BS - Inventory THC Bev City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram 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 ARTISAN BEER COMPANY 3674763 04/18/2024 20240503 2,268.85 Invoice: 3674763 2,268.85 5800 1354 Liquor BS - Inv Beer ARTISAN BEER COMPANY 3674764 04/18/2024 20240503 600.00 Invoice: 3674764 600.00 5800 1356 Liquor BS - Inventory THC Bev ARTISAN BEER COMPANY 3674761 04/18/2024 20240503 92.25 Invoice: 3674761 92.25 5800 1355 Liquor BS - Inv Misc CHECK 495025 TOTAL: 7,474.45 495026 05/03/2024 PRTD 100835 PHILLIPS WINE & SPIRITS 6769888 04/18/2024 20240503 940.30 Invoice: 6769888 9.80 58158101 5512 Sthdl Sell - CGS Liq 930.50 5800 1352 Liquor BS - Inv Liq PHILLIPS WINE & SPIRITS 6769890 04/18/2024 20240503 1,784.60 Invoice: 6769890 68.60 58158101 5513 Sthdl Sell - CGS Wine 1,716.00 5800 1353 Liquor BS - Inv Wine PHILLIPS WINE & SPIRITS 6769886 04/18/2024 20240503 913.47 Invoice: 6769886 16.80 58158101 5513 Sthdl Sell - CGS Wine 896.67 5800 1353 Liquor BS - Inv Wine PHILLIPS WINE & SPIRITS 6769881 04/18/2024 20240503 1,444.00 Invoice: 6769881 14.00 58058001 5512 50th Sell - CGS Liq 1,430.00 5800 1352 Liquor BS - Inv Liq PHILLIPS WINE & SPIRITS 6769889 04/18/2024 20240503 862.60 Invoice: 6769889 26.60 58058001 5513 50th Sell - CGS Wine 836.00 5800 1353 Liquor BS - Inv Wine PHILLIPS WINE & SPIRITS 6769880 04/18/2024 20240503 748.60 Invoice: 6769880 15.40 58058001 5513 50th Sell - CGS Wine 733.20 5800 1353 Liquor BS - Inv Wine PHILLIPS WINE & SPIRITS 6769882 04/16/2024 20240503 200.30 Invoice: 6769882 2.80 58058001 5515 50th Sell - CGS Other 197.50 5800 1355 Liquor BS - Inv Misc PHILLIPS WINE & SPIRITS 6769883 04/18/2024 20240503 886.30 Invoice: 6769883 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram 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 9.80 58258201 5512 Grnd Sell - CGS Liq 876.50 5800 1352 Liquor BS - Inv Liq PHILLIPS WINE & SPIRITS 6769891 04/18/2024 20240503 1,725.20 Invoice: 6769891 53.20 58258201 5513 Grnd Sell - CGS Wine 1,672.00 5800 1353 Liquor BS - Inv Wine PHILLIPS WINE & SPIRITS 6769884 04/18/2024 20240503 1,700.85 Invoice: 6769884 12.60 58258201 5513 Grnd Sell - CGS Wine 1,688.25 5800 1353 Liquor BS - Inv Wine PHILLIPS WINE & SPIRITS 6769885 04/18/2024 20240503 271.00 Invoice: 6769885 7.00 58258201 5515 Grnd Sell - CGS Other 264.00 5800 1355 Liquor BS - Inv Misc PHILLIPS WINE & SPIRITS 6769887 04/18/2024 20240503 213.70 Invoice: 6769887 7.00 58158101 5515 Sthdl Sell - CGS Other 206.70 5800 1355 Liquor BS - Inv Misc CHECK 495026 TOTAL: 11,690.92 495027 05/03/2024 PRTD 100835 WINE MERCHANTS 7469548 04/18/2024 20240503 1,271.80 Invoice: 7469548 9.80 58158101 5513 Sthdl Sell - CGS Wine 1,262.00 5800 1353 Liquor BS - Inv Wine WINE MERCHANTS 7469547 04/18/2024 20240503 2,332.38 Invoice: 7469547 23.80 58058001 5513 50th Sell - CGS Wine 2,308.58 5800 1353 Liquor BS - Inv Wine WINE MERCHANTS 7469546 04/18/2024 20240503 138.80 Invoice: 7469546 2.80 58058001 5515 50th Sell - CGS Other 136.00 5800 1355 Liquor BS - Inv Misc WINE MERCHANTS 7469549 04/18/2024 20240503 384.20 Invoice: 7469549 4.20 58258201 5513 Grnd Sell - CGS Wine 380.00 5800 1353 Liquor BS - Inv Wine CHECK 495027 TOTAL: 4,127.18 495028 05/03/2024 PRTD 100835 JOHNSON BROTHERS LIQUOR CO 2523332 04/18/2024 20240503 4,153.05 Invoice: 2523332 22.40 58158101 5512 Sthdl Sell - CGS Liq City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram 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 4,130.65 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2523323 04/18/2024 20240503 1,115.53 Invoice: 2523323 9.80 58158101 5512 Sthdl Sell - CGS Liq 1,105.73 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2523334 04/18/2024 20240503 407.60 Invoice: 2523334 5.60 58158101 5512 Sthdl Sell - CGS Liq 402.00 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2523338 04/18/2024 20240503 603.50 Invoice: 2523338 14.00 58158101 5512 Sthdl Sell - CGS Liq 589.50 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2523329 04/18/2024 20240503 860.80 Invoice: 2523329 16.80 58158101 5513 Sthdl Sell - CGS Wine 844.00 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 2523324 04/18/2024 20240503 439.52 Invoice: 2523324 5.60 58158101 5513 Sthdl Sell - CGS Wine 433.92 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 2523337 04/18/2024 20240503 750.00 Invoice: 2523337 14.00 58158101 5513 Sthdl Sell - CGS Wine 736.00 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 2523322 04/18/2024 20240503 377.96 Invoice: 2523322 4.20 58058001 5512 50th Sell - CGS Liq 373.76 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2523331 04/18/2024 20240503 1,041.91 Invoice: 2523331 8.40 58058001 5512 50th Sell - CGS Liq 1,033.51 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2523321 04/18/2024 20240503 124.89 Invoice: 2523321 1.40 58058001 5513 50th Sell - CGS Wine 123.49 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 2523336 04/18/2024 20240503 97.40 Invoice: 2523336 1.40 58058001 5513 50th Sell - CGS Wine 96.00 5800 1353 Liquor BS - Inv Wine City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram 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 JOHNSON BROTHERS LIQUOR CO 2523328 04/18/2024 20240503 217.60 Invoice: 2523328 5.60 58058001 5513 50th Sell - CGS Wine 212.00 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 2523326 04/18/2024 20240503 332.56 Invoice: 2523326 4.20 58258201 5512 Grnd Sell - CGS Liq 328.36 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2523339 04/18/2024 20240503 1,432.45 Invoice: 2523339 25.20 58258201 5512 Grnd Sell - CGS Liq 1,407.25 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2523335 04/18/2024 20240503 163.40 Invoice: 2523335 1.40 58258201 5512 Grnd Sell - CGS Liq 162.00 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2523333 04/18/2024 20240503 1,206.90 Invoice: 2523333 8.40 58258201 5512 Grnd Sell - CGS Liq 1,198.50 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2523325 04/18/2024 20240503 2,065.28 Invoice: 2523325 26.60 58258201 5513 Grnd Sell - CGS Wine 2,038.68 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 2523340 04/18/2024 20240503 1,193.80 Invoice: 2523340 9.80 58258201 5513 Grnd Sell - CGS Wine 1,184.00 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 2523330 04/18/2024 20240503 461.80 Invoice: 2523330 9.80 58258201 5513 Grnd Sell - CGS Wine 452.00 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 2523327 04/18/2024 20240503 33.40 Invoice: 2523327 1.40 58258201 5515 Grnd Sell - CGS Other 32.00 5800 1355 Liquor BS - Inv Misc CHECK 495028 TOTAL: 17,079.35 495029 05/03/2024 PRTD 102113 AUDRANN INC 1468255 04/04/2024 20240503 148.05 Invoice: 1468255 148.05 63063001 6180 PW Fac - Rep&Maint City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram 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 495029 TOTAL: 148.05 495030 05/03/2024 PRTD 145396 JUNKYARD BREWING COMPANY LLC 006577 04/18/2024 20240503 284.00 Invoice: 006577 284.00 5800 1354 Liquor BS - Inv Beer JUNKYARD BREWING COMPANY LLC 006576 04/18/2024 20240503 452.00 Invoice: 006576 452.00 5800 1354 Liquor BS - Inv Beer CHECK 495030 TOTAL: 736.00 495031 05/03/2024 PRTD 105171 KEYS WELL DRILLING COMPANY INC 2023131 03/31/2024 20240503 63,191.25 Invoice: 2023131 Well Rehab- Well 6 63,191.25 E PWK23008.MISCELLAN . . 59005900 1605 Wat BS - PurchCIP CHECK 495031 TOTAL: 63,191.25 495032 05/03/2024 PRTD 160105 KILLMER ELECTRIC CO., INC. J003217 04/08/2024 20240503 3,745.16 Invoice: J003217 Short paid tax. 3,745.16 17017006 6103 Bldg Maint - Prof Svrs CHECK 495032 TOTAL: 3,745.16 495033 05/03/2024 PRTD 151024 LA DONA SBC 7047 04/18/2024 20240503 88.00 Invoice: 7047 88.00 5800 1354 Liquor BS - Inv Beer CHECK 495033 TOTAL: 88.00 495034 05/03/2024 PRTD 139451 LANDBRIDGE ECOLOGICAL INC 2439 04/10/2024 20240503 78,907.71 Invoice: 2439 Braemar Park Invasive Vegetati 78,907.71 E P&R23208.CONSTRUCTN. . 40900000 6716 P&R CP - CapParks CHECK 495034 TOTAL: 78,907.71 495035 05/03/2024 PRTD 160902 HEUER, JASON LLOYD 2844 04/05/2024 20240503 75.00 Invoice: 2844 "Edition: Edina" Photo 75.00 10410400 6123 Comm Gen - Mgzn/News HEUER, JASON LLOYD 2850 04/17/2024 20240503 225.00 Invoice: 2850 Hometown Hero Photos City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram 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 225.00 10410403 6124 Website - InterneDvp CHECK 495035 TOTAL: 300.00 495036 05/03/2024 PRTD 100852 LAWSON PRODUCTS INC 9311433134 04/04/2024 20240503 934.94 Invoice: 9311433134 934.94 61061004 6530 PW Equip - ReprParts LAWSON PRODUCTS INC 9311438605 04/06/2024 20240503 236.17 Invoice: 9311438605 236.17 14014007 6531 Trfc Safty - Sgns&Psts LAWSON PRODUCTS INC 9311440525 04/08/2024 20240503 50.77 Invoice: 9311440525 50.77 14014007 6531 Trfc Safty - Sgns&Psts CHECK 495036 TOTAL: 1,221.88 495037 05/03/2024 PRTD 101552 LEAGUE OF MINNESOTA CITIES 405189 04/24/2024 20240503 275.00 Invoice: 405189 275.00 15000000 6104 Eng Gen - Conf&Schls CHECK 495037 TOTAL: 275.00 495038 05/03/2024 PRTD 118376 LEVELWEAR INC 511688 -S1 04/05/2024 20240503 4,566.65 Invoice: 511688 -S1 4,485.00 52005200 1356 Course BS - Inventory 81.65 52052006 5510 Ret Sales - CGS CHECK 495038 TOTAL: 4,566.65 495039 05/03/2024 PRTD 135867 LIBATION PROJECT 70627 04/16/2024 20240503 182.00 Invoice: 70627 2.00 58158101 5512 Sthdl Sell - CGS Liq 180.00 5800 1352 Liquor BS - Inv Liq LIBATION PROJECT 70626 04/16/2024 20240503 268.00 Invoice: 70626 4.00 58158101 5513 Sthdl Sell - CGS Wine 264.00 5800 1353 Liquor BS - Inv Wine LIBATION PROJECT 70628 04/16/2024 20240503 110.00 Invoice: 70628 2.00 58258201 5513 Grnd Sell - CGS Wine 108.00 5800 1353 Liquor BS - Inv Wine LIBATION PROJECT 70629 04/16/2024 20240503 158.00 Invoice: 70629 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram 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 2.00 58258201 5512 Grnd Sell - CGS Liq 156.00 5800 1352 Liquor BS - Inv Liq LIBATION PROJECT 70646 04/16/2024 20240503 186.02 Invoice: 70646 2.00 58058001 5512 50th Sell - CGS Liq 184.02 5800 1352 Liquor BS - Inv Liq LIBATION PROJECT 70625 04/16/2024 20240503 94.04 Invoice: 70625 2.00 58058001 5513 50th Sell - CGS Wine 92.04 5800 1353 Liquor BS - Inv Wine CHECK 495039 TOTAL: 998.06 495040 05/03/2024 PRTD 160655 MIP V ONION PARENT MP239289 11/16/2023 20240503 -41.71 Invoice: MP239289 ROSLAND PARK -41.71 17017005 6182 Litter Rem - Garb&Recyc MIP V ONION PARENT MP239288 11/16/2023 20240503 -41.71 Invoice: MP239288 ALDEN PARK -41.71 17017005 6182 Litter Rem - Garb&Recyc MIP V ONION PARENT MP246696 04/04/2024 20240503 84.41 Invoice: MP246696 84.41 52052002 6103 9-Hole - Prof Svrs CHECK 495040 TOTAL: .99 495041 05/03/2024 PRTD 160548 LUCE LINE BREWING CO LLC E-2407 04/18/2024 20240503 670.00 Invoice: E-2407 670.00 5800 1356 Liquor BS - Inventory THC Bev LUCE LINE BREWING CO LLC E-2399 04/18/2024 20240503 65.00 Invoice: E-2399 65.00 5800 1354 Liquor BS - Inv Beer LUCE LINE BREWING CO LLC E-2400 04/18/2024 20240503 70.00 Invoice: E-2400 70.00 5800 1356 Liquor BS - Inventory THC Bev LUCE LINE BREWING CO LLC E-2402 04/18/2024 20240503 210.00 Invoice: E-2402 210.00 5800 1356 Liquor BS - Inventory THC Bev CHECK 495041 TOTAL: 1,015.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram 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 495042 05/03/2024 PRTD 135835 CENTURYLINK-ACCESS BILL 5142XLP6S3-2024099 04/08/2024 20240503 1,242.00 Invoice: 5142XLP6S3-2024099 1,242.00 21000000 6102 E911 - Contr Svrs CHECK 495042 TOTAL: 1,242.00 495043 05/03/2024 PRTD 141916 LUPULIN BREWING COMPANY 59913 04/16/2024 20240503 345.00 Invoice: 59913 345.00 5800 1354 Liquor BS - Inv Beer LUPULIN BREWING COMPANY 59969 04/17/2024 20240503 189.00 Invoice: 59969 189.00 5800 1354 Liquor BS - Inv Beer LUPULIN BREWING COMPANY 59968 04/17/2024 20240503 396.00 Invoice: 59968 396.00 5800 1354 Liquor BS - Inv Beer CHECK 495043 TOTAL: 930.00 495044 05/03/2024 PRTD 100869 MARTIN-MCALLISTER CONSULTING PSYC 16009 03/31/2024 20240503 3,000.00 Invoice: 16009 3,000.00 10910900 6103 HR Gen - Prof Svrs MARTIN-MCALLISTER CONSULTING PSYC 16008 03/31/2024 20240503 625.00 Invoice: 16008 625.00 10910900 6103 HR Gen - Prof Svrs CHECK 495044 TOTAL: 3,625.00 495045 05/03/2024 PRTD 161024 MAVERICK DESIGN EPD-001 04/09/2024 20240503 3,500.00 Invoice: EPD-001 Southdale Office Entry Mural Artwork 3,500.00 13013000 6575 Pol Ad Gen - Printing CHECK 495045 TOTAL: 3,500.00 495046 05/03/2024 PRTD 141215 MAVERICK WINE LLC INV1222386 04/16/2024 20240503 774.79 Invoice: INV1222386 4.50 58258201 5513 Grnd Sell - CGS Wine 770.29 5800 1353 Liquor BS - Inv Wine MAVERICK WINE LLC INV1222346 04/17/2024 20240503 369.24 Invoice: INV1222346 9.00 58258201 5513 Grnd Sell - CGS Wine 360.24 5800 1353 Liquor BS - Inv Wine MAVERICK WINE LLC INV1222387 04/18/2024 20240503 324.54 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram 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 Invoice: INV1222387 4.50 58158101 5513 Sthdl Sell - CGS Wine 320.04 5800 1353 Liquor BS - Inv Wine MAVERICK WINE LLC INV1222351 04/18/2024 20240503 3,666.24 Invoice: INV1222351 18.00 58058001 5512 50th Sell - CGS Liq 3,648.24 5800 1352 Liquor BS - Inv Liq MAVERICK WINE LLC INV1222355 04/18/2024 20240503 319.08 Invoice: INV1222355 3.00 58058001 5513 50th Sell - CGS Wine 316.08 5800 1353 Liquor BS - Inv Wine CHECK 495046 TOTAL: 5,453.89 495047 05/03/2024 PRTD 146040 MEGA BEER LLC IN-10219 04/17/2024 20240503 203.47 Invoice: IN-10219 203.47 5800 1354 Liquor BS - Inv Beer MEGA BEER LLC IN-10163 04/17/2024 20240503 166.50 Invoice: IN-10163 166.50 5800 1354 Liquor BS - Inv Beer CHECK 495047 TOTAL: 369.97 495048 05/03/2024 PRTD 101483 MENARDS 1326 04/05/2024 20240503 28.14 Invoice: 1326 28.14 52052000 6406 Golf Gen - SupOther MENARDS 1296 04/05/2024 20240503 8.38 Invoice: 1296 8.38 14014001 6406 Gen Mntce - SupOther MENARDS 1298 04/05/2024 20240503 183.07 Invoice: 1298 183.07 17017006 6406 Bldg Maint - SupOther MENARDS 1229 04/04/2024 20240503 436.44 Invoice: 1229 436.44 52052005 6406 Clubhouse - SupOther MENARDS 1188 04/03/2024 20240503 23.36 Invoice: 1188 23.36 14014001 6406 Gen Mntce - SupOther MENARDS 1240 04/04/2024 20240503 7.16 Invoice: 1240 7.16 14014001 6406 Gen Mntce - SupOther City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram 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 MENARDS 1244 04/04/2024 20240503 113.33 Invoice: 1244 113.33 17017006 6406 Bldg Maint - SupOther MENARDS 1456 04/08/2024 20240503 55.02 Invoice: 1456 55.02 52052005 6406 Clubhouse - SupOther MENARDS 1732 04/12/2024 20240503 242.09 Invoice: 1732 242.09 E ENG98001.MISCELLAN .SUPPLIES . 40840801 6406 Faclt CP - SupOther MENARDS 1730 04/12/2024 20240503 143.79 Invoice: 1730 143.79 52052000 6406 Golf Gen - SupOther MENARDS 1535 04/09/2024 20240503 31.96 Invoice: 1535 31.96 14014001 6406 Gen Mntce - SupOther MENARDS 1528 04/09/2024 20240503 241.08 Invoice: 1528 241.08 52052005 6406 Clubhouse - SupOther CHECK 495048 TOTAL: 1,513.82 495049 05/03/2024 PRTD 136248 MINNESOTA EQUIPMENT P09183 04/08/2024 20240503 591.12 Invoice: P09183 591.12 17017001 6406 Mowing - SupOther CHECK 495049 TOTAL: 591.12 495050 05/03/2024 PRTD 103942 MINNESOTA FIRE SERVICE CERTIFICAT 12468 04/22/2024 20240503 126.00 Invoice: 12468 Instructor I Certification Exam-Matthew Seveland 126.00 12012000 6104 Fire Gen - Conf&Schls CHECK 495050 TOTAL: 126.00 495051 05/03/2024 PRTD 100252 MINNESOTA STATE COLLEGES AND UNIV 1220592 04/16/2024 20240503 700.00 Invoice: 1220592 700.00 13013000 6104 Pol Ad Gen - Conf&Schls MINNESOTA STATE COLLEGES AND UNIV 1215789 03/26/2024 20240503 1,400.00 Invoice: 1215789 1,400.00 13013000 6104 Pol Ad Gen - Conf&Schls City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram 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 495051 TOTAL: 2,100.00 495052 05/03/2024 PRTD 100252 MINNESOTA HIGHWAY SAFETY AND RESE 337900-10785 04/16/2024 20240503 3,835.00 Invoice: 337900-10785 3,835.00 12012000 6104 Fire Gen - Conf&Schls CHECK 495052 TOTAL: 3,835.00 495053 05/03/2024 PRTD 101459 MINNESOTA RECREATION AND PARK ASS 10968 03/29/2024 20240503 350.00 Invoice: 10968 350.00 10910900 6121 HR Gen - AdvPrsnel CHECK 495053 TOTAL: 350.00 495054 05/03/2024 PRTD 100906 MTI DISTRIBUTING INC 1422773-00 04/03/2024 20240503 107.46 Invoice: 1422773-00 107.46 17017002 6530 Fld Maint - ReprParts MTI DISTRIBUTING INC 1422895-00 04/04/2024 20240503 302.86 Invoice: 1422895-00 302.86 17017001 6530 Mowing - ReprParts CHECK 495054 TOTAL: 410.32 495055 05/03/2024 PRTD 100683 CHEMSEARCH 8641686 04/07/2024 20240503 851.49 Invoice: 8641686 851.49 55055001 6230 Bldg/Grnds - SrvCntrcts CHECK 495055 TOTAL: 851.49 495056 05/03/2024 PRTD 160393 NEO ELECTRICAL SOLUTIONS LLC 4/03/2024 04/03/2024 20240503 33,283.50 Invoice: 4/03/2024 Courtney Fields #2-4 Lighting 33,283.50 E P&R23208.CONSTRUCTN. . 40900000 6716 P&R CP - CapParks CHECK 495056 TOTAL: 33,283.50 495057 05/03/2024 PRTD 130461 GOVERNMENTJOBS.COM, INC INV-40008 01/01/2024 20240503 1,789.20 Invoice: INV-40008 subscription fee for New Hire 4/28/24-4/27/25 1,789.20 10910900 6105 HR Gen - Dues&Sub CHECK 495057 TOTAL: 1,789.20 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram 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 495058 05/03/2024 PRTD 100076 NEW FRANCE WINE CO 221507 04/15/2024 20240503 1,168.00 Invoice: 221507 20.00 58258201 5513 Grnd Sell - CGS Wine 1,148.00 5800 1353 Liquor BS - Inv Wine NEW FRANCE WINE CO 221511 04/17/2024 20240503 248.50 Invoice: 221511 2.50 58158101 5512 Sthdl Sell - CGS Liq 246.00 5800 1352 Liquor BS - Inv Liq NEW FRANCE WINE CO 221508 04/17/2024 20240503 586.00 Invoice: 221508 10.00 58158101 5513 Sthdl Sell - CGS Wine 576.00 5800 1353 Liquor BS - Inv Wine NEW FRANCE WINE CO 221590 04/17/2024 20240503 712.50 Invoice: 221590 12.50 58058001 5513 50th Sell - CGS Wine 700.00 5800 1353 Liquor BS - Inv Wine CHECK 495058 TOTAL: 2,715.00 495059 05/03/2024 PRTD 100922 NEWMAN SIGNS INC TRFINV053158 04/05/2024 20240503 1,699.82 Invoice: TRFINV053158 1,699.82 14014007 6531 Trfc Safty - Sgns&Psts CHECK 495059 TOTAL: 1,699.82 495060 05/03/2024 PRTD 105901 OERTEL ARCHITECTS 23-29.2 04/11/2024 20240503 32,521.25 Invoice: 23-29.2 Tactical Training Building Arc 32,521.25 E FIR23300.DESIGN&BID. . 71071001 6710 Main Bldng - Cap Other CHECK 495060 TOTAL: 32,521.25 495061 05/03/2024 PRTD 141990 OMODT, PAUL G 2024-3 04/03/2024 20240503 1,575.00 Invoice: 2024-3 Crisis Communications Training Jan 2024 1,575.00 10410400 6103 Comm Gen - Prof Svrs CHECK 495061 TOTAL: 1,575.00 495062 05/03/2024 PRTD 999994 Gromov, Tim Parking #5 2024 04/08/2024 20240503 21.81 Invoice: Parking #5 2024 Refund parking permit 21.81 40840801 4134 Faclt CP - PermParkng City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram 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 495062 TOTAL: 21.81 495063 05/03/2024 PRTD 999994 Kalogerson, Chris Fiesta Latina 2024 04/22/2024 20240503 500.00 Invoice: Fiesta Latina 2024 Fiesta Latina 2024 - Art Grant 2024 500.00 16216200 6103 Public Art - Prof Svrs CHECK 495063 TOTAL: 500.00 495064 05/03/2024 PRTD 999994 Lund Food Holdings Inc Parking Refund 04/15/2024 20240503 209.03 Invoice: Parking Refund Parking Permit Refund 209.03 40840801 4134 Faclt CP - PermParkng CHECK 495064 TOTAL: 209.03 495065 05/03/2024 PRTD 999994 Seisler, Karl 24WELL-Seisler 04/26/2024 20240503 600.00 Invoice: 24WELL-Seisler Well sealing grant 600.00 15300000 6406 Eng Serv - SupOther CHECK 495065 TOTAL: 600.00 495066 05/03/2024 PRTD 999994 Sorensen, Rebecca 2024 Summer Concert 04/22/2024 20240503 500.00 Invoice: 2024 Summer Concert 2024 Summer Concert - Art Grant 2024 500.00 16216200 6103 Public Art - Prof Svrs CHECK 495066 TOTAL: 500.00 495067 05/03/2024 PRTD 999996 Minnesota Selects Hockey Club 351334-REFUND 04/23/2024 20240503 36.10 Invoice: 351334-REFUND Refund Sales Tax (Tax Exempt) 36.10 5500 2039 Arena BS - Sls&UseTax CHECK 495067 TOTAL: 36.10 495068 05/03/2024 PRTD 999997 ALLIED PARTNERS CO 108359 05/01/2024 20240503 95.94 Invoice: 108359 UB 0163218004 6716 ARROWHEAD 95.94 59005900 1211 Wat BS - Accts Rec CHECK 495068 TOTAL: 95.94 495069 05/03/2024 PRTD 999997 ANDERSON, MATTHEW 108343 05/01/2024 20240503 177.24 Invoice: 108343 UB 0331185006 4809 UPPER 177.24 59005900 1211 Wat BS - Accts Rec CHECK 495069 TOTAL: 177.24 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram 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 495070 05/03/2024 PRTD 999997 BLACK, JOHN 108337 05/01/2024 20240503 95.57 Invoice: 108337 UB 0290068006 4205 BRANSON 95.57 59005900 1211 Wat BS - Accts Rec CHECK 495070 TOTAL: 95.57 495071 05/03/2024 PRTD 999997 BLIETZ, JOAN 108375 05/01/2024 20240503 189.25 Invoice: 108375 UB 0342552160 6304 PHEASANT 189.25 59005900 1211 Wat BS - Accts Rec CHECK 495071 TOTAL: 189.25 495072 05/03/2024 PRTD 999997 BLUE POINT HOLDINGS LLC 108366 05/01/2024 20240503 224.91 Invoice: 108366 UB 0305369008 417 JOHN 224.91 59005900 1211 Wat BS - Accts Rec CHECK 495072 TOTAL: 224.91 495073 05/03/2024 PRTD 999997 BLYAKHMAN, ALEX 108336 05/01/2024 20240503 85.53 Invoice: 108336 UB 0203834002 5208 56TH 85.53 59005900 1211 Wat BS - Accts Rec CHECK 495073 TOTAL: 85.53 495074 05/03/2024 PRTD 999997 BREDT, ROBERT C 108347 05/01/2024 20240503 118.23 Invoice: 108347 UB 0342341004 5704 BENTON 118.23 59005900 1211 Wat BS - Accts Rec CHECK 495074 TOTAL: 118.23 495075 05/03/2024 PRTD 999997 BROWN, DAVID 108319 05/01/2024 20240503 212.80 Invoice: 108319 UB 0153745007 6301 LOCH MOOR 212.80 59005900 1211 Wat BS - Accts Rec CHECK 495075 TOTAL: 212.80 495076 05/03/2024 PRTD 999997 BURRIS, F S 108348 05/01/2024 20240503 70.06 Invoice: 108348 UB 0342549031 5832 OLINGER 70.06 59005900 1211 Wat BS - Accts Rec CHECK 495076 TOTAL: 70.06 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram 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 495077 05/03/2024 PRTD 999997 CANTIN, MICHAEL 108357 05/01/2024 20240503 421.21 Invoice: 108357 UB 0160851002 5917 KILLARNEY 421.21 59005900 1211 Wat BS - Accts Rec CHECK 495077 TOTAL: 421.21 495078 05/03/2024 PRTD 999997 CARSON, CARRIEANN 108317 05/01/2024 20240503 384.24 Invoice: 108317 UB 0111869005 6212 CHOWEN 384.24 59005900 1211 Wat BS - Accts Rec CHECK 495078 TOTAL: 384.24 495079 05/03/2024 PRTD 999997 CHARPENTIER, DAVID 108351 05/01/2024 20240503 76.73 Invoice: 108351 UB 0200045003 4504 ARDEN 76.73 59005900 1211 Wat BS - Accts Rec CHECK 495079 TOTAL: 76.73 495080 05/03/2024 PRTD 999997 CITY HOMES LLC 108338 05/01/2024 20240503 111.33 Invoice: 108338 UB 0299405010 4228 SIDELL TR 111.33 59005900 1211 Wat BS - Accts Rec CHECK 495080 TOTAL: 111.33 495081 05/03/2024 PRTD 999997 CITY LINE HOMES, INC 108318 05/01/2024 20240503 208.29 Invoice: 108318 UB 0120310001 6036 KELLOGG 208.29 59005900 1211 Wat BS - Accts Rec CHECK 495081 TOTAL: 208.29 495082 05/03/2024 PRTD 999997 DA VINCI CUSTOME HOMES LLC 108332 05/01/2024 20240503 43.98 Invoice: 108332 UB 0193000087 6451 MCCAULEY TERRACE 43.98 59005900 1211 Wat BS - Accts Rec CHECK 495082 TOTAL: 43.98 495083 05/03/2024 PRTD 999997 DUPREZ, DANIEL 108328 05/01/2024 20240503 74.48 Invoice: 108328 UB 0157509004 7015 LANHAM 74.48 59005900 1211 Wat BS - Accts Rec CHECK 495083 TOTAL: 74.48 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram 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 495084 05/03/2024 PRTD 999997 DURYEA, SUZANNE 108323 05/01/2024 20240503 237.15 Invoice: 108323 UB 0110433004 5728 DREW 237.15 59005900 1211 Wat BS - Accts Rec CHECK 495084 TOTAL: 237.15 495085 05/03/2024 PRTD 999997 EKBERG, PAUL 108373 05/01/2024 20240503 107.27 Invoice: 108373 UB 0342411009 5940 ARBOUR 107.27 59005900 1211 Wat BS - Accts Rec CHECK 495085 TOTAL: 107.27 495086 05/03/2024 PRTD 999997 FA ASSETS 108352 05/01/2024 20240503 2.35 Invoice: 108352 UB 0305684006 425 MADISON 2.35 59005900 1211 Wat BS - Accts Rec CHECK 495086 TOTAL: 2.35 495087 05/03/2024 PRTD 999997 Fielder, Joseph 273-23-1782 03/31/2024 20240503 200.00 Invoice: 273-23-1782 200.00 12012000 4329 Fire Gen - Ambulance CHECK 495087 TOTAL: 200.00 495088 05/03/2024 PRTD 999997 FINELL, JAMES 108377 05/01/2024 20240503 79.62 Invoice: 108377 UB 0110020218 5648 WOODCREST 79.62 59005900 1211 Wat BS - Accts Rec CHECK 495088 TOTAL: 79.62 495089 05/03/2024 PRTD 999997 FISCHER, JEROME 108350 05/01/2024 20240503 59.18 Invoice: 108350 UB 0342747004 5805 AMY 59.18 59005900 1211 Wat BS - Accts Rec CHECK 495089 TOTAL: 59.18 495090 05/03/2024 PRTD 999997 GRENDAHL, BRETT 108371 05/01/2024 20240503 98.28 Invoice: 108371 UB 0341178004 5232 MEADOW RIDGE 98.28 59005900 1211 Wat BS - Accts Rec CHECK 495090 TOTAL: 98.28 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram 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 495091 05/03/2024 PRTD 999997 GRINSEL, JEFFREY 108367 05/01/2024 20240503 143.16 Invoice: 108367 UB 0305650006 403 MONROE 143.16 59005900 1211 Wat BS - Accts Rec CHECK 495091 TOTAL: 143.16 495092 05/03/2024 PRTD 999997 GROPPETTI, MATT 108363 05/01/2024 20240503 131.96 Invoice: 108363 UB 0203021005 5301 HOLLYWOOD 131.96 59005900 1211 Wat BS - Accts Rec CHECK 495092 TOTAL: 131.96 495093 05/03/2024 PRTD 999997 HERDA, RALPH 108333 05/01/2024 20240503 17.25 Invoice: 108333 UB 0200279000 4501 DREXEL 17.25 59005900 1211 Wat BS - Accts Rec CHECK 495093 TOTAL: 17.25 495094 05/03/2024 PRTD 999997 HOLDRIDGE, EARL 108324 05/01/2024 20240503 201.34 Invoice: 108324 UB 0120048000 4132 62ND 201.34 59005900 1211 Wat BS - Accts Rec CHECK 495094 TOTAL: 201.34 495095 05/03/2024 PRTD 999997 J&K CONNECT LLC 108322 05/01/2024 20240503 17.35 Invoice: 108322 UB 0341223009 5237 DANENS 17.35 59005900 1211 Wat BS - Accts Rec CHECK 495095 TOTAL: 17.35 495096 05/03/2024 PRTD 999997 JOHNSON, JEFFREY 108344 05/01/2024 20240503 42.96 Invoice: 108344 UB 0340474007 6336 JOSEPHINE 42.96 59005900 1211 Wat BS - Accts Rec CHECK 495096 TOTAL: 42.96 495097 05/03/2024 PRTD 999997 JOHNSON, YALE 108325 05/01/2024 20240503 34.32 Invoice: 108325 UB 0120494009 5841 ST JOHNS 34.32 59005900 1211 Wat BS - Accts Rec CHECK 495097 TOTAL: 34.32 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram 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 495098 05/03/2024 PRTD 999997 KAISER, ELLEN 108331 05/01/2024 20240503 160.06 Invoice: 108331 UB 0167002014 7019 MCCAULEY 160.06 59005900 1211 Wat BS - Accts Rec CHECK 495098 TOTAL: 160.06 495099 05/03/2024 PRTD 999997 KAISER, PETER M 108330 05/01/2024 20240503 330.45 Invoice: 108330 UB 0167002005 7017 MCCAULEY 330.45 59005900 1211 Wat BS - Accts Rec CHECK 495099 TOTAL: 330.45 495100 05/03/2024 PRTD 999997 KIM, SUNNY 108339 05/01/2024 20240503 71.95 Invoice: 108339 UB 0304632002 5528 MERRITT 71.95 59005900 1211 Wat BS - Accts Rec CHECK 495100 TOTAL: 71.95 495101 05/03/2024 PRTD 999997 KRAMM, TRACY 108321 05/01/2024 20240503 96.66 Invoice: 108321 UB 0305958005 521 ARTHUR 96.66 59005900 1211 Wat BS - Accts Rec CHECK 495101 TOTAL: 96.66 495102 05/03/2024 PRTD 999997 KUCK, ANNETTE 108342 05/01/2024 20240503 224.44 Invoice: 108342 UB 0306685003 6316 WESTWOOD 224.44 59005900 1211 Wat BS - Accts Rec CHECK 495102 TOTAL: 224.44 495103 05/03/2024 PRTD 999997 KUJALA, JACOB 108326 05/01/2024 20240503 425.08 Invoice: 108326 UB 0150730000 6764 VALLEY VIEW 425.08 59005900 1211 Wat BS - Accts Rec CHECK 495103 TOTAL: 425.08 495104 05/03/2024 PRTD 999997 LAMB, JOHN W 108346 05/01/2024 20240503 147.20 Invoice: 108346 UB 0342100005 6205 HILLSIDE 147.20 59005900 1211 Wat BS - Accts Rec CHECK 495104 TOTAL: 147.20 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram 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 495105 05/03/2024 PRTD 999997 LEE, SUSAN J 108374 05/01/2024 20240503 28.97 Invoice: 108374 UB 0342551152 6356 RED FOX 28.97 59005900 1211 Wat BS - Accts Rec CHECK 495105 TOTAL: 28.97 495106 05/03/2024 PRTD 999997 LEUNG, TEDMUND 108364 05/01/2024 20240503 249.96 Invoice: 108364 UB 0203467006 5328 INTERLACHEN 249.96 59005900 1211 Wat BS - Accts Rec CHECK 495106 TOTAL: 249.96 495107 05/03/2024 PRTD 999997 LILJA, WESTLAND 108327 05/01/2024 20240503 94.65 Invoice: 108327 UB 0150798009 6505 SCANDIA 94.65 59005900 1211 Wat BS - Accts Rec CHECK 495107 TOTAL: 94.65 495108 05/03/2024 PRTD 999997 LOE, SHARON 108345 05/01/2024 20240503 117.16 Invoice: 108345 UB 0341314009 5105 DUGGAN PLAZA 117.16 59005900 1211 Wat BS - Accts Rec CHECK 495108 TOTAL: 117.16 495109 05/03/2024 PRTD 999997 MACGIBBON, JAMES D 108320 05/01/2024 20240503 182.19 Invoice: 108320 UB 0163412008 6601 IROQUOIS 182.19 59005900 1211 Wat BS - Accts Rec CHECK 495109 TOTAL: 182.19 495110 05/03/2024 PRTD 999997 MCINERNEY, THOMAS 108349 05/01/2024 20240503 37.79 Invoice: 108349 UB 0342551090 6316 RED FOX 37.79 59005900 1211 Wat BS - Accts Rec CHECK 495110 TOTAL: 37.79 495111 05/03/2024 PRTD 999997 MEEKER, HUGH 108358 05/01/2024 20240503 296.82 Invoice: 108358 UB 0161062005 5924 TAMARAC 296.82 59005900 1211 Wat BS - Accts Rec CHECK 495111 TOTAL: 296.82 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram 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 495112 05/03/2024 PRTD 999997 NIELSEN, JEFF 108369 05/01/2024 20240503 104.14 Invoice: 108369 UB 0340154004 6113 BIRCHCREST 104.14 59005900 1211 Wat BS - Accts Rec CHECK 495112 TOTAL: 104.14 495113 05/03/2024 PRTD 999997 OLIPHANT, ROBERT 108376 05/01/2024 20240503 251.05 Invoice: 108376 UB 0342705004 6056 OLINGER 251.05 59005900 1211 Wat BS - Accts Rec CHECK 495113 TOTAL: 251.05 495114 05/03/2024 PRTD 999997 PASCOE, TODD 108365 05/01/2024 20240503 230.69 Invoice: 108365 UB 0304101004 5620 MELODY LAKE 230.69 59005900 1211 Wat BS - Accts Rec CHECK 495114 TOTAL: 230.69 495115 05/03/2024 PRTD 999997 PEARSON, SYLVIA 108370 05/01/2024 20240503 85.75 Invoice: 108370 UB 0340872005 6305 WARREN 85.75 59005900 1211 Wat BS - Accts Rec CHECK 495115 TOTAL: 85.75 495116 05/03/2024 PRTD 999997 RALEY, THOMAS 108360 05/01/2024 20240503 333.27 Invoice: 108360 UB 0165016021 6609 SALLY 333.27 59005900 1211 Wat BS - Accts Rec CHECK 495116 TOTAL: 333.27 495117 05/03/2024 PRTD 999997 RATLIFF, WESLEY 108355 05/01/2024 20240503 458.24 Invoice: 108355 UB 0153729007 7104 GLEASON 458.24 59005900 1211 Wat BS - Accts Rec CHECK 495117 TOTAL: 458.24 495118 05/03/2024 PRTD 999997 REFINED,LLC 108361 05/01/2024 20240503 46.71 Invoice: 108361 UB 0202208002 4616 WOODLAND 46.71 59005900 1211 Wat BS - Accts Rec CHECK 495118 TOTAL: 46.71 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram 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 495119 05/03/2024 PRTD 999997 REILLY, VICKI 108334 05/01/2024 20240503 59.79 Invoice: 108334 UB 0201455004 5013 ARDEN 59.79 59005900 1211 Wat BS - Accts Rec CHECK 495119 TOTAL: 59.79 495120 05/03/2024 PRTD 999997 RICHARDS, KATIE 108353 05/01/2024 20240503 340.26 Invoice: 108353 UB 0110436001 5800 DREW 340.26 59005900 1211 Wat BS - Accts Rec CHECK 495120 TOTAL: 340.26 495121 05/03/2024 PRTD 999997 ROBITAILLE, CAROLE 108356 05/01/2024 20240503 20.19 Invoice: 108356 UB 0153752061 7128 GLEASON 20.19 59005900 1211 Wat BS - Accts Rec CHECK 495121 TOTAL: 20.19 495122 05/03/2024 PRTD 999997 ROSKAM, JEAN 108368 05/01/2024 20240503 143.79 Invoice: 108368 UB 0332277003 4409 FONDELL 143.79 59005900 1211 Wat BS - Accts Rec CHECK 495122 TOTAL: 143.79 495123 05/03/2024 PRTD 999997 RYKHUS, ROBERT 108341 05/01/2024 20240503 70.71 Invoice: 108341 UB 0304910005 5504 DUNDEE 70.71 59005900 1211 Wat BS - Accts Rec CHECK 495123 TOTAL: 70.71 495124 05/03/2024 PRTD 999997 SASAKI, ALANA 108329 05/01/2024 20240503 177.03 Invoice: 108329 UB 0159090522 5739 LONG BRAKE 177.03 59005900 1211 Wat BS - Accts Rec CHECK 495124 TOTAL: 177.03 495125 05/03/2024 PRTD 999997 SCHAEFER, TOM 108340 05/01/2024 20240503 236.24 Invoice: 108340 UB 0304735008 5317 CHANTREY 236.24 59005900 1211 Wat BS - Accts Rec CHECK 495125 TOTAL: 236.24 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram 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 495126 05/03/2024 PRTD 999997 SCHULENBERG, DARA 108335 05/01/2024 20240503 26.53 Invoice: 108335 UB 0203309008 5125 BEDFORD 26.53 59005900 1211 Wat BS - Accts Rec CHECK 495126 TOTAL: 26.53 495127 05/03/2024 PRTD 999997 SULLIVAN RENOVATION 108354 05/01/2024 20240503 173.55 Invoice: 108354 UB 0110725010 3316 55TH 173.55 59005900 1211 Wat BS - Accts Rec CHECK 495127 TOTAL: 173.55 495128 05/03/2024 PRTD 999997 VAN BRUNT, TYLER 108362 05/01/2024 20240503 194.53 Invoice: 108362 UB 0202837001 5108 49TH 194.53 59005900 1211 Wat BS - Accts Rec CHECK 495128 TOTAL: 194.53 495129 05/03/2024 PRTD 999997 VRADENBURG, BRIAN 108372 05/01/2024 20240503 86.85 Invoice: 108372 UB 0341882010 5713 VERNON 86.85 59005900 1211 Wat BS - Accts Rec CHECK 495129 TOTAL: 86.85 495130 05/03/2024 PRTD 999997 WADDICK, MICHAEL 108315 05/01/2024 20240503 495.05 Invoice: 108315 UB 0306556009 5304 BLAKE 495.05 59005900 1211 Wat BS - Accts Rec CHECK 495130 TOTAL: 495.05 495131 05/03/2024 PRTD 999997 WILLIAMS, JACK 108316 05/01/2024 20240503 53.92 Invoice: 108316 UB 0110185004 6100 HALIFAX 53.92 59005900 1211 Wat BS - Accts Rec CHECK 495131 TOTAL: 53.92 495132 05/03/2024 PRTD 100944 PAUSTIS WINE COMPANY 233508 04/18/2024 20240503 -97.50 Invoice: 233508 RMA -1.50 58058001 5513 50th Sell - CGS Wine -96.00 5800 1353 Liquor BS - Inv Wine PAUSTIS WINE COMPANY 233063 04/18/2024 20240503 -195.00 Invoice: 233063 RMA -3.00 58058001 5513 50th Sell - CGS Wine -192.00 5800 1353 Liquor BS - Inv Wine City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram 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 PAUSTIS WINE COMPANY 233949 04/15/2024 20240503 988.00 Invoice: 233949 12.00 58258201 5513 Grnd Sell - CGS Wine 976.00 5800 1353 Liquor BS - Inv Wine PAUSTIS WINE COMPANY 233952 04/16/2024 20240503 1,220.50 Invoice: 233952 13.50 58158101 5513 Sthdl Sell - CGS Wine 1,207.00 5800 1353 Liquor BS - Inv Wine PAUSTIS WINE COMPANY 233946 04/16/2024 20240503 567.50 Invoice: 233946 12.50 58058001 5513 50th Sell - CGS Wine 555.00 5800 1353 Liquor BS - Inv Wine CHECK 495132 TOTAL: 2,483.50 495133 05/03/2024 PRTD 100945 PEPSI-COLA COMPANY 77534604 04/19/2024 20240503 734.75 Invoice: 77534604 734.75 5800 1355 Liquor BS - Inv Misc PEPSI-COLA COMPANY 26624508 04/29/2024 20240503 826.82 Invoice: 26624508 826.82 55055002 5510 Concession - CGS CHECK 495133 TOTAL: 1,561.57 495134 05/03/2024 PRTD 149249 PEQUOD DISTRIBUTING W-223282 04/17/2024 20240503 144.00 Invoice: W-223282 144.00 5800 1354 Liquor BS - Inv Beer CHECK 495134 TOTAL: 144.00 495135 05/03/2024 PRTD 120831 1ST SCRIBE INC 262184 04/01/2024 20240503 425.00 Invoice: 262184 ROWAY 425.00 15300000 6103 Eng Serv - Prof Svrs CHECK 495135 TOTAL: 425.00 495136 05/03/2024 PRTD 160261 PETERSON, RACHAEL Mar 2024 04/15/2024 20240503 725.00 Invoice: Mar 2024 725.00 13013000 6175 Pol Ad Gen - EmpExams CHECK 495136 TOTAL: 725.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram 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 495137 05/03/2024 PRTD 138081 PETERSON SALT & WATER TREATMENT 217260 04/03/2024 20240503 115.23 Invoice: 217260 EXTRA COARSE SOLAR 115.23 12012000 6185 Fire Gen - Elec&Solar CHECK 495137 TOTAL: 115.23 495138 05/03/2024 PRTD 160501 PFM ASSET MANAGEMENT LLC 14191424 04/22/2024 20240503 3,351.05 Invoice: 14191424 March 1, 2024 to March 31, 2024 3,351.05 10800000 6103 Finance - Prof Svrs CHECK 495138 TOTAL: 3,351.05 495139 05/03/2024 PRTD 129706 PREMIUM WATERS INC 310052241 04/22/2024 20240503 57.99 Invoice: 310052241 water 57.99 54054001 6406 Operations - SupOther CHECK 495139 TOTAL: 57.99 495140 05/03/2024 PRTD 106322 SCHENCK, DAVID 161494 04/05/2024 20240503 922.90 Invoice: 161494 Liners, hand sanitizer, paper towels 91.12 54054001 6511 Operations - SupCustod 831.78 54054001 6406 Operations - SupOther CHECK 495140 TOTAL: 922.90 495141 05/03/2024 PRTD 143618 PRYES BREWING COMPANY LLC W-73632 04/18/2024 20240503 102.83 Invoice: W-73632 102.83 5800 1354 Liquor BS - Inv Beer CHECK 495141 TOTAL: 102.83 495142 05/03/2024 PRTD 160246 QUADIENT FINANCE USA INC 9732-04/24 04/08/2024 20240503 1,010.99 Invoice: 9732-04/24 505.50 15000000 6235 Eng Gen - Postage 404.40 14014000 6235 PW Adm Gen - Postage 101.09 17017000 6235 Prk Mnt Ad - Postage CHECK 495142 TOTAL: 1,010.99 495143 05/03/2024 PRTD 100975 MULTI SERVICE TECHNOLOGY SOLUTION 20240410033928 04/10/2024 20240503 437.99 Invoice: 20240410033928 200.00 17017006 6610 Bldg Maint - Saf Equip 237.99 63063001 6610 PW Fac - Saf Equip City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram 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 495143 TOTAL: 437.99 495144 05/03/2024 PRTD 114799 RES GREAT LAKES LLC IN44835 04/03/2024 20240503 660.00 Invoice: IN44835 ENG 21-9NB Ecological Services 660.00 E ENG21025.CONSTRUCTN.CONSULTING. 59005920 1605 Stm BS - PurchCIP CHECK 495144 TOTAL: 660.00 495145 05/03/2024 PRTD 127639 MIDWAY FORD COMPANY 824537 04/05/2024 20240503 124.19 Invoice: 824537 124.19 61061005 6530 Police Eq - ReprParts MIDWAY FORD COMPANY 824855 04/08/2024 20240503 507.40 Invoice: 824855 507.40 61061005 6530 Police Eq - ReprParts MIDWAY FORD COMPANY 824915 04/08/2024 20240503 163.77 Invoice: 824915 163.77 61061004 6530 PW Equip - ReprParts MIDWAY FORD COMPANY CM824855 04/10/2024 20240503 -30.00 Invoice: CM824855 -30.00 61061004 6530 PW Equip - ReprParts MIDWAY FORD COMPANY CM824537 04/10/2024 20240503 -59.18 Invoice: CM824537 -59.18 61061004 6530 PW Equip - ReprParts MIDWAY FORD COMPANY CM824800 04/10/2024 20240503 -70.85 Invoice: CM824800 -70.85 61061004 6530 PW Equip - ReprParts MIDWAY FORD COMPANY CM824915 04/10/2024 20240503 -163.77 Invoice: CM824915 -163.77 61061004 6530 PW Equip - ReprParts CHECK 495145 TOTAL: 471.56 495146 05/03/2024 PRTD 160732 ROTARY CLUB OF EDINA 9192 04/03/2024 20240503 384.00 Invoice: 9192 Neal Rotary Q4 dues/meals 384.00 10110100 6105 Admin Gen - Dues&Sub ROTARY CLUB OF EDINA 9202 04/03/2024 20240503 361.00 Invoice: 9202 Milburn Rotary Q4 dues/meals 361.00 10110100 6105 Admin Gen - Dues&Sub City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram 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 CHECK 495146 TOTAL: 745.00 495147 05/03/2024 PRTD 100988 SAFETY KLEEN SYSTEMS INC 94313801 04/10/2024 20240503 1,737.00 Invoice: 94313801 1,737.00 61061004 6584 PW Equip - Lubricants SAFETY KLEEN SYSTEMS INC 94224523 04/10/2024 20240503 211.16 Invoice: 94224523 211.16 61061004 6584 PW Equip - Lubricants SAFETY KLEEN SYSTEMS INC 94102925-2401446022 04/11/2024 20240503 -67.50 Invoice: 94102925-2401446022 -67.50 61061004 6584 PW Equip - Lubricants CHECK 495147 TOTAL: 1,880.66 495148 05/03/2024 PRTD 160879 SALISBURY, TAI April 9, 2024 04/09/2024 20240503 300.00 Invoice: April 9, 2024 April 9 silver jewelry class - Edina Art Center 300.00 51051002 6103 Instrucnal - Prof Svrs CHECK 495148 TOTAL: 300.00 495149 05/03/2024 PRTD 103409 KELBRO COMPANY 3010819 04/18/2024 20240503 53.90 Invoice: 3010819 4.00 58258201 5515 Grnd Sell - CGS Other 49.90 5800 1355 Liquor BS - Inv Misc CHECK 495149 TOTAL: 53.90 495150 05/03/2024 PRTD 100995 SHORT-ELLIOT-HENDRICKSON INCORPOR 464138 04/05/2024 20240503 3,371.49 Invoice: 464138 Professional Services for Eden 3,371.49 E ENG22016.CONSTRUCTN. . 26126114 6710 EdenWil TIF - Cap Other SHORT-ELLIOT-HENDRICKSON INCORPOR 464433 04/08/2024 20240503 7,345.13 Invoice: 464433 7,345.13 E ENG24101.CONST.WAT .CONSULTING. 59005900 1605 Wat BS - PurchCIP SHORT-ELLIOT-HENDRICKSON INCORPOR 464309 04/08/2024 20240503 806.58 Invoice: 464309 ENG 21-6 Eden Ave/Brookside Ave 806.58 E ENG21004.CONSTRUCTN.CONSULTING. 26126106 6715 Grnd 2 TIF - CapInfrast SHORT-ELLIOT-HENDRICKSON INCORPOR 464312 04/08/2024 20240503 5,811.62 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram 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 Invoice: 464312 50th Street & Grange Rd Profes 5,811.62 E ENG22016.DESIGN&BID. . 26126114 6710 EdenWil TIF - Cap Other SHORT-ELLIOT-HENDRICKSON INCORPOR 464313 04/08/2024 20240503 3,566.88 Invoice: 464313 50th Street & Grange Rd Profes 3,566.88 E ENG22016.DESIGN&BID. . 26126114 6710 EdenWil TIF - Cap Other CHECK 495150 TOTAL: 20,901.70 495151 05/03/2024 PRTD 160278 ROHN INDUSTRIES, INC 0021941 04/03/2024 20240503 73.50 Invoice: 0021941 73.50 10210200 6160 Cty Ck Gen - Sftwr&Data CHECK 495151 TOTAL: 73.50 495152 05/03/2024 PRTD 120784 WALSH GRAPHICS INC 19138 04/08/2024 20240503 878.00 Invoice: 19138 Utility Box Wrap - Rooster 878.00 16216200 6103 Public Art - Prof Svrs CHECK 495152 TOTAL: 878.00 495153 05/03/2024 PRTD 161025 SILENT SOLUTIONS 040524 04/05/2024 20240503 400.00 Invoice: 040524 4-5-2024 Wellness Seminar 400.00 60060005 6103 Saf & Well - Prof Svrs CHECK 495153 TOTAL: 400.00 495154 05/03/2024 PRTD 132195 SMALL LOT MN MN76180 04/16/2024 20240503 533.04 Invoice: MN76180 9.00 58158101 5513 Sthdl Sell - CGS Wine 524.04 5800 1353 Liquor BS - Inv Wine SMALL LOT MN MN76187 04/16/2024 20240503 387.54 Invoice: MN76187 7.50 58258201 5513 Grnd Sell - CGS Wine 380.04 5800 1353 Liquor BS - Inv Wine SMALL LOT MN MN76179 04/16/2024 20240503 493.08 Invoice: MN76179 9.00 58058001 5513 50th Sell - CGS Wine 484.08 5800 1353 Liquor BS - Inv Wine City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram 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 CHECK 495154 TOTAL: 1,413.66 495155 05/03/2024 PRTD 127878 SOUTHERN GLAZERS WINE & SPIRITS L 2468707 04/15/2024 20240503 1,714.31 Invoice: 2468707 8.00 58258201 5512 Grnd Sell - CGS Liq 1,706.31 5800 1352 Liquor BS - Inv Liq SOUTHERN GLAZERS WINE & SPIRITS L 2468703 04/16/2024 20240503 461.36 Invoice: 2468703 5.60 58258201 5513 Grnd Sell - CGS Wine 455.76 5800 1353 Liquor BS - Inv Wine SOUTHERN GLAZERS WINE & SPIRITS L 2468705 04/16/2024 20240503 170.81 Invoice: 2468705 2.40 58258201 5513 Grnd Sell - CGS Wine 168.41 5800 1353 Liquor BS - Inv Wine SOUTHERN GLAZERS WINE & SPIRITS L 2468702 04/16/2024 20240503 93.60 Invoice: 2468702 1.60 58258201 5513 Grnd Sell - CGS Wine 92.00 5800 1353 Liquor BS - Inv Wine SOUTHERN GLAZERS WINE & SPIRITS L 2468706 04/15/2024 20240503 27.80 Invoice: 2468706 .80 58258201 5515 Grnd Sell - CGS Other 27.00 5800 1355 Liquor BS - Inv Misc SOUTHERN GLAZERS WINE & SPIRITS L 2468704 04/17/2024 20240503 1.60 Invoice: 2468704 1.60 58258201 5512 Grnd Sell - CGS Liq SOUTHERN GLAZERS WINE & SPIRITS L 2468701 04/17/2024 20240503 1,457.98 Invoice: 2468701 6.40 58158101 5512 Sthdl Sell - CGS Liq 1,451.58 5800 1352 Liquor BS - Inv Liq SOUTHERN GLAZERS WINE & SPIRITS L 2468699 04/17/2024 20240503 27.80 Invoice: 2468699 .80 58158101 5515 Sthdl Sell - CGS Other 27.00 5800 1355 Liquor BS - Inv Misc SOUTHERN GLAZERS WINE & SPIRITS L 2468698 04/17/2024 20240503 3,851.12 Invoice: 2468698 27.20 58158101 5513 Sthdl Sell - CGS Wine 3,823.92 5800 1353 Liquor BS - Inv Wine SOUTHERN GLAZERS WINE & SPIRITS L 2468697 04/17/2024 20240503 232.87 Invoice: 2468697 .87 58158101 5513 Sthdl Sell - CGS Wine 232.00 5800 1353 Liquor BS - Inv Wine City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram ID: apcshdsb Page 56 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC SOUTHERN GLAZERS WINE & SPIRITS L 2468696 04/17/2024 20240503 102.48 Invoice: 2468696 1.60 58158101 5513 Sthdl Sell - CGS Wine 100.88 5800 1353 Liquor BS - Inv Wine SOUTHERN GLAZERS WINE & SPIRITS L 2468700 04/17/2024 20240503 147.34 Invoice: 2468700 2.40 58158101 5513 Sthdl Sell - CGS Wine 144.94 5800 1353 Liquor BS - Inv Wine SOUTHERN GLAZERS WINE & SPIRITS L 2468695 04/17/2024 20240503 555.90 Invoice: 2468695 3.20 58058001 5512 50th Sell - CGS Liq 552.70 5800 1352 Liquor BS - Inv Liq SOUTHERN GLAZERS WINE & SPIRITS L 2468693 04/17/2024 20240503 105.30 Invoice: 2468693 .80 58058001 5512 50th Sell - CGS Liq 104.50 5800 1352 Liquor BS - Inv Liq SOUTHERN GLAZERS WINE & SPIRITS L 2468694 04/17/2024 20240503 93.60 Invoice: 2468694 1.60 58058001 5513 50th Sell - CGS Wine 92.00 5800 1353 Liquor BS - Inv Wine SOUTHERN GLAZERS WINE & SPIRITS L 2468692 04/17/2024 20240503 152.80 Invoice: 2468692 .80 58058001 5513 50th Sell - CGS Wine 152.00 5800 1353 Liquor BS - Inv Wine CHECK 495155 TOTAL: 9,196.67 495156 05/03/2024 PRTD 145599 SSI MN TRANCHE 1 LLC 86839 04/15/2024 20240503 33,362.57 Invoice: 86839 3/1/2024 - 3/31/2024 901.06 52052005 6185 Clubhouse - Elec&Solar 30,780.07 55055001 6185 Bldg/Grnds - Elec&Solar 282.77 57057000 6185 General - Elec&Solar 514.04 58058000 6185 50th AdGe - Elec&Solar 884.63 58158100 6185 Sthdl AdGe - Elec&Solar CHECK 495156 TOTAL: 33,362.57 495157 05/03/2024 PRTD 145599 SSI MN TRANCHE 2 LLC 86840 04/15/2024 20240503 6,784.01 Invoice: 86840 3/1/2024 - 3/31/2024 6,784.01 55055001 6185 Bldg/Grnds - Elec&Solar CHECK 495157 TOTAL: 6,784.01 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram ID: apcshdsb Page 57 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC 495158 05/03/2024 PRTD 139006 DEPARTMENT OF CORRECTIONS 00000789502 04/02/2024 20240503 13,125.00 Invoice: 00000789502 13,125.00 17017000 6103 Prk Mnt Ad - Prof Svrs CHECK 495158 TOTAL: 13,125.00 495159 05/03/2024 PRTD 139006 OFFICE OF MNIT SERVICES W24030586 04/11/2024 20240503 1,169.85 Invoice: W24030586 Agency/Customer: 200B00106 24.29 13100000 6188 Dispatch - Telephone 24.29 53053001 6188 Operations - Telephone 24.29 17017006 6188 Bldg Maint - Telephone 48.59 51051000 6188 Admin/Ops - Telephone 170.04 10000000 6160 City Cncl - Sftwr&Data 190.25 54054001 6188 Operations - Telephone 64.66 12012002 6188 Station 2 - Telephone 40.38 52100000 6188 Golf Dome - Telephone 48.59 17017006 6188 Bldg Maint - Telephone 72.88 62062000 6188 I.T. Gen - Telephone 72.88 58258200 6188 Grnd AdGe - Telephone 72.88 58158100 6188 Sthdl AdGe - Telephone 267.24 16116101 6188 Outdr Rink - Telephone 48.59 59059001 6188 Wat GB - Telephone CHECK 495159 TOTAL: 1,169.85 495160 05/03/2024 PRTD 139006 OFFICE OF MNIT SERVICES W24030590 04/11/2024 20240503 254.94 Invoice: W24030590 Agency/Customer: 200B00113 254.94 52052005 6188 Clubhouse - Telephone CHECK 495160 TOTAL: 254.94 495161 05/03/2024 PRTD 139006 OFFICE OF MNIT SERVICES W24030684 04/11/2024 20240503 101.97 Invoice: W24030684 101.97 13013000 6136 Pol Ad Gen - PrfSvOther CHECK 495161 TOTAL: 101.97 495162 05/03/2024 PRTD 139006 MN DNR ECOLOGICAL AND WATER RESOU 2022-0435-2024 04/30/2024 20240503 150.00 Invoice: 2022-0435-2024 Morningside Flood Infrastructure Project - Edina 150.00 E ENG21032.MISCELLAN .STAFF . 15300000 6105 Eng Serv - Dues&Sub CHECK 495162 TOTAL: 150.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram ID: apcshdsb Page 58 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC 495163 05/03/2024 PRTD 133068 STEEL TOE BREWING LLC 54857 04/17/2024 20240503 367.00 Invoice: 54857 367.00 5800 1354 Liquor BS - Inv Beer STEEL TOE BREWING LLC 54840 04/17/2024 20240503 438.34 Invoice: 54840 438.34 5800 1354 Liquor BS - Inv Beer CHECK 495163 TOTAL: 805.34 495164 05/03/2024 PRTD 101015 STREICHERS INC I1692133 04/04/2024 20240503 169.98 Invoice: I1692133 Swat Pants - Wenande 169.98 13213201 6203 Emgcy Res - Uniforms STREICHERS INC I1692789 04/09/2024 20240503 1,701.00 Invoice: I1692789 Vest / LBV - Delgehausen 1,701.00 13013000 6203 Pol Ad Gen - Uniforms STREICHERS INC CM299342 04/19/2024 20240503 -29.99 Invoice: CM299342 Belt/Pants - Reserve Steve Koerning -29.99 13013003 6203 Res Prog - Uniforms CHECK 495164 TOTAL: 1,840.99 495165 05/03/2024 PRTD 101017 SUBURBAN CHEVROLET 280767P 04/08/2024 20240503 248.48 Invoice: 280767P 248.48 61061004 6530 PW Equip - ReprParts CHECK 495165 TOTAL: 248.48 495166 05/03/2024 PRTD 105874 SUBURBAN TIRE WHOLESALE INC 10200140 04/04/2024 20240503 230.00 Invoice: 10200140 230.00 61061009 6583 Pk Mant Eq - Tire&Tube SUBURBAN TIRE WHOLESALE INC 10200186 04/08/2024 20240503 595.68 Invoice: 10200186 595.68 61061008 6583 Bdg Ins Eq - Tire&Tube CHECK 495166 TOTAL: 825.68 495167 05/03/2024 PRTD 101756 SUNDE LAND SURVEYING LLC 57854 04/04/2024 20240503 4,352.25 Invoice: 57854 survey to clarify TIF Dist boundary 4,352.25 26126114 6136 EdenWil TIF - PrfSvOther CHECK 495167 TOTAL: 4,352.25 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram ID: apcshdsb Page 59 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC 495168 05/03/2024 PRTD 104932 TAYLOR MADE 37266068 03/18/2024 20240503 3,155.17 Invoice: 37266068 3,074.65 52005200 1356 Course BS - Inventory 80.52 52052006 5510 Ret Sales - CGS TAYLOR MADE 37326015 04/05/2024 20240503 489.53 Invoice: 37326015 475.20 52005200 1356 Course BS - Inventory 14.33 52052006 5510 Ret Sales - CGS CHECK 495168 TOTAL: 3,644.70 495169 05/03/2024 PRTD 160414 TEGRA GROUP INC 456.124 04/02/2024 20240503 3,087.50 Invoice: 456.124 3,087.50 E P&R23206.DESIGN&BID. . 40900000 6713 P&R CP - CapBldStrc CHECK 495169 TOTAL: 3,087.50 495170 05/03/2024 PRTD 160516 CHANDLER, SPENCER 03252024 03/25/2024 20240503 189.00 Invoice: 03252024 Tai Chi 1st Quarter 189.00 16116103 6103 Senior Cen - Prof Svrs CHECK 495170 TOTAL: 189.00 495171 05/03/2024 PRTD 150844 TENVOORDE FORD INC INV248019 04/10/2024 22400031 20240503 45,468.88 Invoice: INV248019 Replacement Ford Utilities Patrol Vehicles 45,468.88 E POL22500.MISCELLAN .EQUIPMENT . 42600000 6711 Police ER - CapVh&Equp TENVOORDE FORD INC INV248016 04/10/2024 22400031 20240503 45,468.88 Invoice: INV248016 Replacement Ford Utilities Patrol Vehicles 45,468.88 E POL22500.MISCELLAN .EQUIPMENT . 42600000 6711 Police ER - CapVh&Equp TENVOORDE FORD INC INV248018 04/10/2024 22400031 20240503 45,468.88 Invoice: INV248018 Replacement Ford Utilities Patrol Vehicles 45,468.88 E POL22500.MISCELLAN .EQUIPMENT . 42600000 6711 Police ER - CapVh&Equp TENVOORDE FORD INC INV248017 04/10/2024 22400031 20240503 45,468.88 Invoice: INV248017 Replacement Ford Utilities Patrol Vehicles 45,468.88 E POL22500.MISCELLAN .EQUIPMENT . City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram ID: apcshdsb Page 60 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC 42600000 6711 Police ER - CapVh&Equp CHECK 495171 TOTAL: 181,875.52 495172 05/03/2024 PRTD 143144 TI-ZACK CONCRETE INC ENG23-7 #3 03/01/2024 20240503 110,956.61 Invoice: ENG23-7 #3 France Avenue Sidewalk 58th to 110,956.61 E ENG22015.CONST.PACS.CNTRCT PMT. 23023001 6715 Pedestrian - CapInfrast CHECK 495172 TOTAL: 110,956.61 495173 05/03/2024 PRTD 102742 TOLTZ KING DUVALL ANDERSON & ASSO 002024001287 04/04/2024 20240503 268,120.71 Invoice: 002024001287 DivergingDiamond Interchange 268,120.71 E ENG23041.PRELIM DES.CONSULTING. 46046000 6715 MSA - CapInfrast TOLTZ KING DUVALL ANDERSON & ASSO 002024001286 04/04/2024 20240503 403.92 Invoice: 002024001286 403.92 15000000 6103 Eng Gen - Prof Svrs CHECK 495173 TOTAL: 268,524.63 495174 05/03/2024 PRTD 138732 TRADITION WINE & SPIRITS LLC 39475 04/17/2024 20240503 208.00 Invoice: 39475 3.00 58058001 5512 50th Sell - CGS Liq 205.00 5800 1352 Liquor BS - Inv Liq TRADITION WINE & SPIRITS LLC 39474 04/17/2024 20240503 882.00 Invoice: 39474 18.00 58058001 5513 50th Sell - CGS Wine 864.00 5800 1353 Liquor BS - Inv Wine TRADITION WINE & SPIRITS LLC 39488 04/18/2024 20240503 71.33 Invoice: 39488 3.00 58258201 5512 Grnd Sell - CGS Liq 68.33 5800 1352 Liquor BS - Inv Liq TRADITION WINE & SPIRITS LLC 39487 04/18/2024 20240503 847.00 Invoice: 39487 15.00 58258201 5513 Grnd Sell - CGS Wine 832.00 5800 1353 Liquor BS - Inv Wine CHECK 495174 TOTAL: 2,008.33 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram ID: apcshdsb Page 61 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC 495175 05/03/2024 PRTD 102150 TWIN CITY SEED CO 56525 04/04/2024 20240503 405.00 Invoice: 56525 405.00 14014001 6406 Gen Mntce - SupOther CHECK 495175 TOTAL: 405.00 495176 05/03/2024 PRTD 146436 TYLER TECHNOLOGIES INC 045-452180 01/11/2024 20240503 -5,747.28 Invoice: 045-452180 -5,747.28 12212200 6160 PH Gen - Sftwr&Data TYLER TECHNOLOGIES INC 130-144924 02/29/2024 20240503 -2,296.00 Invoice: 130-144924 Tyler PS-Apply to Police/130- invoice -2,296.00 13013000 6230 Pol Ad Gen - SrvCntrcts TYLER TECHNOLOGIES INC 130-145836 04/04/2024 20240503 7,939.00 Invoice: 130-145836 Tyler PS-Annual License/Support Fees 7,939.00 13013000 6230 Pol Ad Gen - SrvCntrcts TYLER TECHNOLOGIES INC 130-145880 04/04/2024 20240503 111,444.76 Invoice: 130-145880 Tyler PS - Annual Software Maintenance 111,444.76 13013000 6230 Pol Ad Gen - SrvCntrcts CHECK 495176 TOTAL: 111,340.48 495177 05/03/2024 PRTD 160648 UNIFIRST CORPORATION 1410052365 04/08/2024 20240503 43.98 Invoice: 1410052365 43.98 14014001 6201 Gen Mntce - Laundry UNIFIRST CORPORATION 1410052364 04/08/2024 20240503 11.93 Invoice: 1410052364 11.93 17017006 6201 Bldg Maint - Laundry UNIFIRST CORPORATION 1410052368 04/08/2024 20240503 65.99 Invoice: 1410052368 65.99 63063001 6201 PW Fac - Laundry UNIFIRST CORPORATION 1410052366 04/08/2024 20240503 35.74 Invoice: 1410052366 35.74 61061004 6201 PW Equip - Laundry CHECK 495177 TOTAL: 157.64 495178 05/03/2024 PRTD 145567 UNMAPPED BREWING COMPANY LLC E-3563 04/18/2024 20240503 310.00 Invoice: E-3563 310.00 5800 1354 Liquor BS - Inv Beer UNMAPPED BREWING COMPANY LLC E-3562 04/18/2024 20240503 310.00 Invoice: E-3562 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram ID: apcshdsb Page 62 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC 310.00 5800 1354 Liquor BS - Inv Beer CHECK 495178 TOTAL: 620.00 495179 05/03/2024 PRTD 140954 URBAN GROWLER BREWING COMPANY E-36087 04/18/2024 20240503 193.00 Invoice: E-36087 193.00 5800 1354 Liquor BS - Inv Beer CHECK 495179 TOTAL: 193.00 495180 05/03/2024 PRTD 144033 USS MINNESOTA ONE MT LLC 86838 04/15/2024 20240503 5,517.68 Invoice: 86838 3/1/2024 - 3/31/2024 5,517.68 55055001 6185 Bldg/Grnds - Elec&Solar CHECK 495180 TOTAL: 5,517.68 495181 05/03/2024 PRTD 101058 VAN PAPER COMPANY 068073 04/08/2024 20240503 40.04 Invoice: 068073 40.04 58158100 6406 Sthdl AdGe - SupOther VAN PAPER COMPANY 068258 04/09/2024 20240503 100.47 Invoice: 068258 100.47 58258200 6406 Grnd AdGe - SupOther VAN PAPER COMPANY 068259 04/09/2024 20240503 326.34 Invoice: 068259 326.34 58258201 6406 Grnd Sell - SupOther VAN PAPER COMPANY 068254 04/09/2024 20240503 64.57 Invoice: 068254 64.57 58158100 6406 Sthdl AdGe - SupOther VAN PAPER COMPANY 068255 04/09/2024 20240503 526.18 Invoice: 068255 526.18 58158101 6406 Sthdl Sell - SupOther VAN PAPER COMPANY 068256 04/09/2024 20240503 122.37 Invoice: 068256 122.37 58058000 6406 50th AdGe - SupOther VAN PAPER COMPANY 068257 04/08/2024 20240503 280.19 Invoice: 068257 280.19 58058001 6406 50th Sell - SupOther VAN PAPER COMPANY 069060 04/16/2024 20240503 -100.54 Invoice: 069060 -100.54 58258201 6406 Grnd Sell - SupOther VAN PAPER COMPANY 069063 04/16/2024 20240503 -100.54 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram ID: apcshdsb Page 63 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: 069063 -100.54 58058001 6406 50th Sell - SupOther CHECK 495181 TOTAL: 1,259.08 495182 05/03/2024 PRTD 144209 VENN BREWING COMPANY LLC 6185 04/17/2024 20240503 184.00 Invoice: 6185 184.00 5800 1354 Liquor BS - Inv Beer VENN BREWING COMPANY LLC 6184 04/17/2024 20240503 400.00 Invoice: 6184 400.00 5800 1356 Liquor BS - Inventory THC Bev VENN BREWING COMPANY LLC 6187 04/17/2024 20240503 449.00 Invoice: 6187 449.00 5800 1354 Liquor BS - Inv Beer VENN BREWING COMPANY LLC 6183 04/17/2024 20240503 60.00 Invoice: 6183 60.00 5800 1354 Liquor BS - Inv Beer VENN BREWING COMPANY LLC 6182 04/17/2024 20240503 196.00 Invoice: 6182 196.00 5800 1356 Liquor BS - Inventory THC Bev CHECK 495182 TOTAL: 1,289.00 495183 05/03/2024 PRTD 101063 VERSATILE VEHICLES 114390 04/08/2024 20240503 2,699.56 Invoice: 114390 2,699.56 52052000 6530 Golf Gen - ReprParts CHECK 495183 TOTAL: 2,699.56 495184 05/03/2024 PRTD 101066 VIKING ELECTRIC SUPPLY S007855596.001 03/11/2024 20240503 -84.36 Invoice: S007855596.001 -84.36 12012000 6180 Fire Gen - Rep&Maint VIKING ELECTRIC SUPPLY S007855635.001 03/11/2024 20240503 84.36 Invoice: S007855635.001 84.36 12012000 6180 Fire Gen - Rep&Maint VIKING ELECTRIC SUPPLY S007965816.001 04/15/2024 20240503 1,203.75 Invoice: S007965816.001 1,203.75 63063000 6180 City Hall - Rep&Maint CHECK 495184 TOTAL: 1,203.75 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram ID: apcshdsb Page 64 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC 495185 05/03/2024 PRTD 119454 VINOCOPIA INC 0349472-IN 04/18/2024 20240503 614.00 Invoice: 0349472-IN 2.50 58158101 5512 Sthdl Sell - CGS Liq 611.50 5800 1352 Liquor BS - Inv Liq VINOCOPIA INC 0349473-IN 04/18/2024 20240503 250.50 Invoice: 0349473-IN 2.50 58158101 5513 Sthdl Sell - CGS Wine 248.00 5800 1353 Liquor BS - Inv Wine VINOCOPIA INC 0349477-IN 04/18/2024 20240503 578.25 Invoice: 0349477-IN 2.50 58058001 5512 50th Sell - CGS Liq 575.75 5800 1352 Liquor BS - Inv Liq VINOCOPIA INC 0349478-IN 04/18/2024 20240503 121.25 Invoice: 0349478-IN 1.25 58058001 5513 50th Sell - CGS Wine 120.00 5800 1353 Liquor BS - Inv Wine VINOCOPIA INC 0349474-IN 04/18/2024 20240503 1,124.75 Invoice: 0349474-IN 10.00 58258201 5512 Grnd Sell - CGS Liq 1,114.75 5800 1352 Liquor BS - Inv Liq VINOCOPIA INC 0349475-IN 04/18/2024 20240503 759.50 Invoice: 0349475-IN 7.50 58258201 5513 Grnd Sell - CGS Wine 752.00 5800 1353 Liquor BS - Inv Wine VINOCOPIA INC 0349476-IN 04/18/2024 20240503 263.75 Invoice: 0349476-IN 8.75 58258201 5515 Grnd Sell - CGS Other 255.00 5800 1355 Liquor BS - Inv Misc CHECK 495185 TOTAL: 3,712.00 495186 05/03/2024 PRTD 135181 WATERFORD OIL CO INC 195242 04/05/2024 20240503 1,975.80 Invoice: 195242 1,975.80 17017002 6406 Fld Maint - SupOther WATERFORD OIL CO INC 195243 04/05/2024 20240503 317.14 Invoice: 195243 317.14 52052002 6581 9-Hole - Gasoline CHECK 495186 TOTAL: 2,292.94 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram ID: apcshdsb Page 65 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC 495187 05/03/2024 PRTD 130574 WATSON COMPANY 141198 04/08/2024 20240503 518.71 Invoice: 141198 518.71 55055002 5510 Concession - CGS CHECK 495187 TOTAL: 518.71 495188 05/03/2024 PRTD 101033 WINE COMPANY 265049 04/16/2024 20240503 2,031.00 Invoice: 265049 34.00 58258201 5513 Grnd Sell - CGS Wine 1,997.00 5800 1353 Liquor BS - Inv Wine WINE COMPANY 264971 04/17/2024 20240503 114.00 Invoice: 264971 2.00 58258201 5515 Grnd Sell - CGS Other 112.00 5800 1355 Liquor BS - Inv Misc WINE COMPANY 264970 04/17/2024 20240503 1,862.00 Invoice: 264970 14.00 58258201 5512 Grnd Sell - CGS Liq 1,848.00 5800 1352 Liquor BS - Inv Liq WINE COMPANY 264972 04/17/2024 20240503 178.00 Invoice: 264972 2.00 58158101 5512 Sthdl Sell - CGS Liq 176.00 5800 1352 Liquor BS - Inv Liq WINE COMPANY 264969 04/17/2024 20240503 1,519.00 Invoice: 264969 22.00 58158101 5513 Sthdl Sell - CGS Wine 1,497.00 5800 1353 Liquor BS - Inv Wine WINE COMPANY 265046 04/17/2024 20240503 158.00 Invoice: 265046 2.00 58058001 5512 50th Sell - CGS Liq 156.00 5800 1352 Liquor BS - Inv Liq WINE COMPANY 265047 04/17/2024 20240503 489.00 Invoice: 265047 8.00 58058001 5513 50th Sell - CGS Wine 481.00 5800 1353 Liquor BS - Inv Wine CHECK 495188 TOTAL: 6,351.00 495189 05/03/2024 PRTD 144412 WINEBOW MN00146825 04/18/2024 20240503 252.00 Invoice: MN00146825 252.00 5800 1352 Liquor BS - Inv Liq WINEBOW MN00146824 04/18/2024 20240503 632.00 Invoice: MN00146824 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram ID: apcshdsb Page 66 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC 632.00 5800 1353 Liquor BS - Inv Wine WINEBOW MN00146851 04/18/2024 20240503 252.00 Invoice: MN00146851 252.00 5800 1352 Liquor BS - Inv Liq WINEBOW MN00146813 04/18/2024 20240503 722.00 Invoice: MN00146813 722.00 5800 1353 Liquor BS - Inv Wine CHECK 495189 TOTAL: 1,858.00 495190 05/03/2024 PRTD 124503 WINSUPPLY EDEN PRAIRIE MN CO 259055 01 04/08/2024 20240503 1,153.90 Invoice: 259055 01 1,153.90 14014001 6180 Gen Mntce - Rep&Maint CHECK 495190 TOTAL: 1,153.90 495191 05/03/2024 PRTD 160680 WM MUELLER & SONS INC 297632 04/03/2024 20240503 311.20 Invoice: 297632 311.20 14014004 6518 Pothole Pa - Blacktop WM MUELLER & SONS INC 297659 04/04/2024 20240503 344.80 Invoice: 297659 344.80 14014004 6518 Pothole Pa - Blacktop CHECK 495191 TOTAL: 656.00 495192 05/03/2024 PRTD 142162 WOODEN HILL BREWING COMPANY LLC 5051 04/17/2024 20240503 298.50 Invoice: 5051 298.50 5800 1354 Liquor BS - Inv Beer WOODEN HILL BREWING COMPANY LLC 5052 04/18/2024 20240503 272.40 Invoice: 5052 272.40 5800 1354 Liquor BS - Inv Beer CHECK 495192 TOTAL: 570.90 495193 05/03/2024 PRTD 160299 WOODEN SHIP BREWING COMPANY 000692 04/18/2024 20240503 176.40 Invoice: 000692 176.40 5800 1354 Liquor BS - Inv Beer WOODEN SHIP BREWING COMPANY 000698 04/18/2024 20240503 159.00 Invoice: 000698 159.00 5800 1356 Liquor BS - Inventory THC Bev City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram ID: apcshdsb Page 67 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 495193 TOTAL: 335.40 495194 05/03/2024 PRTD 127774 WORLDWIDE CELLARS INC INV-004529 04/16/2024 20240503 247.96 Invoice: INV-004529 4.00 58158101 5513 Sthdl Sell - CGS Wine 243.96 5800 1353 Liquor BS - Inv Wine WORLDWIDE CELLARS INC INV-004528 04/15/2024 20240503 129.40 Invoice: INV-004528 4.00 58058001 5513 50th Sell - CGS Wine 125.40 5800 1353 Liquor BS - Inv Wine CHECK 495194 TOTAL: 377.36 495195 05/03/2024 PRTD 105740 WSB & ASSOCIATES R-023814-000 - 6 04/03/2024 20240503 310.50 Invoice: R-023814-000 - 6 Strachauer Park Phase 1 Profes 310.50 16000000 6103 Park Admin - Prof Svrs CHECK 495195 TOTAL: 310.50 495196 05/03/2024 PRTD 130618 CHANHASSEN AUTO CENTERS LLC 24671 04/08/2024 20240503 4,569.75 Invoice: 24671 4,569.75 61061004 6180 PW Equip - Rep&Maint CHECK 495196 TOTAL: 4,569.75 495197 05/03/2024 PRTD 101572 ZARNOTH BRUSH WORKS INC 0197700-IN 04/09/2024 20240503 665.00 Invoice: 0197700-IN 665.00 17017007 6406 Pths & HS - SupOther ZARNOTH BRUSH WORKS INC 0197701-IN 04/09/2024 20240503 5,110.00 Invoice: 0197701-IN 5,110.00 59259204 6406 Stm St Cln - SupOther CHECK 495197 TOTAL: 5,775.00 495198 05/03/2024 PRTD 160252 HANCE UTILITY SERVICE, INC. 35735A 04/05/2024 20240503 2,646.92 Invoice: 35735A 2024 & 2025 Electrical Locatin 2,646.92 15415404 6102 Elec Locat - Contr Svrs CHECK 495198 TOTAL: 2,646.92 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram ID: apcshdsb Page 68 NUMBER OF CHECKS 280 *** CASH ACCOUNT TOTAL *** 2,684,714.96 COUNT AMOUNT TOTAL PRINTED CHECKS 275 2,321,211.01 TOTAL WIRE TRANSFERS 5 363,503.95 *** GRAND TOTAL *** 2,684,714.96 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram ID: apcshdsb Page 69 JOURNAL ENTRIES TO BE CREATED CLERK: MSchauer YEAR PER JNL SRC ACCOUNT ACCOUNT DESC T OB DEBIT CREDIT EFF DATE JNL DESC REF 1 REF 2 REF 3 LINE DESC 2024 5 123APP 3012015A-2010 HRA 2015A - Accts Pay 359,235.92 05/03/2024 20240503 MAS AP CASH DISBURSEMENTS JOURNAL APP 9999-1012 Control BS - CashAP 2,684,714.96 05/03/2024 20240503 MAS AP CASH DISBURSEMENTS JOURNAL APP 59005900-2010 Wat BS - Accts Pay 91,525.15 05/03/2024 20240503 MAS AP CASH DISBURSEMENTS JOURNAL APP 1000-2010 GF Bal Sh - Accts Pay 411,342.35 05/03/2024 20240503 MAS AP CASH DISBURSEMENTS JOURNAL APP 5500-2010 Arena BS - Accts Pay 67,685.98 05/03/2024 20240503 MAS AP CASH DISBURSEMENTS JOURNAL APP 5600-2010 Field BS - Accts Pay 630.24 05/03/2024 20240503 MAS AP CASH DISBURSEMENTS JOURNAL APP 52005200-2010 Course BS - Accts Pay 39,907.04 05/03/2024 20240503 MAS AP CASH DISBURSEMENTS JOURNAL APP 6300-2010 FacMgmt BS - Accts Pay 3,126.47 05/03/2024 20240503 MAS AP CASH DISBURSEMENTS JOURNAL APP 4000-2010 Cap Prj BS - Accts Pay 320,265.86 05/03/2024 20240503 MAS AP CASH DISBURSEMENTS JOURNAL APP 6200-2010 I.T. BalSh - Accts Pay 1,519.65 05/03/2024 20240503 MAS AP CASH DISBURSEMENTS JOURNAL APP 5700-2010 Cent Lk BS - Accts Pay 364.03 05/03/2024 20240503 MAS AP CASH DISBURSEMENTS JOURNAL APP 6100-2010 Equ Op BS - Accts Pay 12,972.17 05/03/2024 20240503 MAS AP CASH DISBURSEMENTS JOURNAL APP 5100-2010 Art BalSh - Accts Pay 1,436.83 05/03/2024 20240503 MAS AP CASH DISBURSEMENTS JOURNAL APP 5800-2010 Liquor BS - Accts Pay 156,727.37 05/03/2024 20240503 MAS AP CASH DISBURSEMENTS JOURNAL APP 4200-2010 EquRep BS - Accts Pay 201,547.52 05/03/2024 20240503 MAS AP CASH DISBURSEMENTS JOURNAL APP 7100-2010 PSTF BS - Accts Pay 32,886.00 05/03/2024 20240503 MAS AP CASH DISBURSEMENTS JOURNAL APP 52005210-2010 Dome BS - Accts Pay 392.06 05/03/2024 20240503 MAS AP CASH DISBURSEMENTS JOURNAL APP 7200-2010 MNTF1 BS - Accts Pay 816.67 05/03/2024 20240503 MAS AP CASH DISBURSEMENTS JOURNAL APP 59005920-2010 Stm BS - Accts Pay 27,063.08 05/03/2024 20240503 MAS AP CASH DISBURSEMENTS JOURNAL APP 59005910-2010 Sew BS - Accts Pay 427,234.08 05/03/2024 20240503 MAS AP CASH DISBURSEMENTS JOURNAL APP 5400-2010 EdinPrk BS - Accts Pay 10,287.87 05/03/2024 20240503 MAS AP CASH DISBURSEMENTS JOURNAL APP 26026000-2010 HRA Admin - Accts Pay 2,237.50 05/03/2024 20240503 MAS AP CASH DISBURSEMENTS JOURNAL APP 2500-2010 CAS BalSh - Accts Pay 116,858.69 05/03/2024 20240503 MAS AP CASH DISBURSEMENTS JOURNAL APP 21002100-2010 E911 BS - Accts Pay 1,242.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram ID: apcshdsb Page 70 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 05/03/2024 20240503 MAS AP CASH DISBURSEMENTS JOURNAL APP 26126114-2010 EdenWil TIF - Accts Pay 17,102.24 05/03/2024 20240503 MAS AP CASH DISBURSEMENTS JOURNAL APP 26126106-2010 Grnd 2 TIF - Accts Pay 806.58 05/03/2024 20240503 MAS AP CASH DISBURSEMENTS JOURNAL APP 6000-2010 Rsk Mg BS - Accts Pay 400.00 05/03/2024 20240503 MAS AP CASH DISBURSEMENTS JOURNAL APP 5300-2010 Aqu Ctr BS - Accts Pay 24.29 05/03/2024 20240503 MAS AP CASH DISBURSEMENTS JOURNAL APP 2300-2010 PACS BalSh - Accts Pay 110,956.61 05/03/2024 20240503 MAS AP CASH DISBURSEMENTS JOURNAL APP 4600-2010 MSA BS - Accts Pay 268,120.71 05/03/2024 20240503 MAS AP CASH DISBURSEMENTS JOURNAL GENERAL LEDGER TOTAL 2,684,714.96 2,684,714.96 APP 9999-2099 Control BS - PoolCashL 2,684,714.96 05/03/2024 20240503 MAS APP 3012015A-1010 HRA 2015A - Cash 359,235.92 05/03/2024 20240503 MAS APP 59005900-1010 Wat BS - Cash 91,525.15 05/03/2024 20240503 MAS APP 1000-1010 GF Bal Sh - Cash 411,342.35 05/03/2024 20240503 MAS APP 5500-1010 Arena BS - Cash 67,685.98 05/03/2024 20240503 MAS APP 5600-1010 Field BS - Cash 630.24 05/03/2024 20240503 MAS APP 52005200-1010 Course BS - Cash 39,907.04 05/03/2024 20240503 MAS APP 6300-1010 FacMgmt BS - Cash 3,126.47 05/03/2024 20240503 MAS APP 4000-1010 Cap Prj BS - Cash 320,265.86 05/03/2024 20240503 MAS APP 6200-1010 I.T. BalSh - Cash 1,519.65 05/03/2024 20240503 MAS APP 5700-1010 Cent Lk BS - Cash 364.03 05/03/2024 20240503 MAS APP 6100-1010 Equ Op BS - Cash 12,972.17 05/03/2024 20240503 MAS APP 5100-1010 Art BalSh - Cash 1,436.83 05/03/2024 20240503 MAS APP 5800-1010 Liquor BS - Cash 156,727.37 05/03/2024 20240503 MAS APP 4200-1010 EquRep BS - Cash 201,547.52 05/03/2024 20240503 MAS APP 7100-1010 PSTF BS - Cash 32,886.00 05/03/2024 20240503 MAS City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram ID: apcshdsb Page 71 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 52005210-1010 Dome BS - Cash 392.06 05/03/2024 20240503 MAS APP 7200-1010 MNTF1 BS - Cash 816.67 05/03/2024 20240503 MAS APP 59005920-1010 Stm BS - Cash 27,063.08 05/03/2024 20240503 MAS APP 59005910-1010 Sew BS - Cash 427,234.08 05/03/2024 20240503 MAS APP 5400-1010 EdinPrk BS - Cash 10,287.87 05/03/2024 20240503 MAS APP 26026000-1010 HRA Admin - Cash 2,237.50 05/03/2024 20240503 MAS APP 2500-1010 CAS BalSh - Cash 116,858.69 05/03/2024 20240503 MAS APP 21002100-1010 E911 BS - Cash 1,242.00 05/03/2024 20240503 MAS APP 26126114-1010 EdenWil TIF - Cash 17,102.24 05/03/2024 20240503 MAS APP 26126106-1010 Grnd 2 TIF - Cash 806.58 05/03/2024 20240503 MAS APP 6000-1010 Rsk Mg BS - Cash 400.00 05/03/2024 20240503 MAS APP 5300-1010 Aqu Ctr BS - Cash 24.29 05/03/2024 20240503 MAS APP 2300-1010 PACS BalSh - Cash 110,956.61 05/03/2024 20240503 MAS APP 4600-1010 MSA BS - Cash 268,120.71 05/03/2024 20240503 MAS SYSTEM GENERATED ENTRIES TOTAL 2,684,714.96 2,684,714.96 JOURNAL 2024/05/123 TOTAL 5,369,429.92 5,369,429.92 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram ID: apcshdsb Page 72 JOURNAL ENTRIES TO BE CREATED FUND BALANCE SEG YEAR PER JNL EFF DATE DEBIT CREDIT ACCOUNT ACCOUNT DESCRIPTION 1000 General 2024 5 123 05/03/2024 1000-1010 GF Bal Sh - Cash 411,342.35 1000-2010 GF Bal Sh - Accts Pay 411,342.35 TOTAL 411,342.35 411,342.35 FUND TOTAL 411,342.35 411,342.35 2100 2100 Police SR /Emergency 2024 5 123 05/03/2024 21002100-1010 E911 BS - Cash 1,242.00 21002100-2010 E911 BS - Accts Pay 1,242.00 FUND TOTAL 1,242.00 1,242.00 2300 Pedestrian and Cyclist Safety 2024 5 123 05/03/2024 2300-1010 PACS BalSh - Cash 110,956.61 2300-2010 PACS BalSh - Accts Pay 110,956.61 FUND TOTAL 110,956.61 110,956.61 2500 Conservation & Sustainability 2024 5 123 05/03/2024 2500-1010 CAS BalSh - Cash 116,858.69 2500-2010 CAS BalSh - Accts Pay 116,858.69 TOTAL 116,858.69 116,858.69 FUND TOTAL 116,858.69 116,858.69 2600 26000 HRA /HRA Admini 2024 5 123 05/03/2024 26026000-1010 HRA Admin - Cash 2,237.50 26026000-2010 HRA Admin - Accts Pay 2,237.50 26000 TOTAL 2,237.50 2,237.50 2600 26106 HRA /Grandview 2024 5 123 05/03/2024 26126106-1010 Grnd 2 TIF - Cash 806.58 26126106-2010 Grnd 2 TIF - Accts Pay 806.58 26106 TOTAL 806.58 806.58 2600 26114 HRA /Eden Wilso 2024 5 123 05/03/2024 26126114-1010 EdenWil TIF - Cash 17,102.24 26126114-2010 EdenWil TIF - Accts Pay 17,102.24 26114 TOTAL 17,102.24 17,102.24 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram ID: apcshdsb Page 73 JOURNAL ENTRIES TO BE CREATED FUND BALANCE SEG YEAR PER JNL EFF DATE DEBIT CREDIT ACCOUNT ACCOUNT DESCRIPTION FUND TOTAL 20,146.32 20,146.32 3000 2015A Debt Ser /HRA Public 2024 5 123 05/03/2024 3012015A-1010 HRA 2015A - Cash 359,235.92 3012015A-2010 HRA 2015A - Accts Pay 359,235.92 FUND TOTAL 359,235.92 359,235.92 4000 Capital Projects 2024 5 123 05/03/2024 4000-1010 Cap Prj BS - Cash 320,265.86 4000-2010 Cap Prj BS - Accts Pay 320,265.86 FUND TOTAL 320,265.86 320,265.86 4200 Equipment Replacement 2024 5 123 05/03/2024 4200-1010 EquRep BS - Cash 201,547.52 4200-2010 EquRep BS - Accts Pay 201,547.52 FUND TOTAL 201,547.52 201,547.52 4600 MSA tracking 2024 5 123 05/03/2024 4600-1010 MSA BS - Cash 268,120.71 4600-2010 MSA BS - Accts Pay 268,120.71 FUND TOTAL 268,120.71 268,120.71 5100 Art Center 2024 5 123 05/03/2024 5100-1010 Art BalSh - Cash 1,436.83 5100-2010 Art BalSh - Accts Pay 1,436.83 TOTAL 1,436.83 1,436.83 FUND TOTAL 1,436.83 1,436.83 5200 5200 Golf /Braemar Go 2024 5 123 05/03/2024 52005200-1010 Course BS - Cash 39,907.04 52005200-2010 Course BS - Accts Pay 39,907.04 5200 TOTAL 39,907.04 39,907.04 5200 5210 Golf /Braemar Go 2024 5 123 05/03/2024 52005210-1010 Dome BS - Cash 392.06 52005210-2010 Dome BS - Accts Pay 392.06 FUND TOTAL 40,299.10 40,299.10 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram ID: apcshdsb Page 74 JOURNAL ENTRIES TO BE CREATED FUND BALANCE SEG YEAR PER JNL EFF DATE DEBIT CREDIT ACCOUNT ACCOUNT DESCRIPTION 5300 Aquatic Center 2024 5 123 05/03/2024 5300-1010 Aqu Ctr BS - Cash 24.29 5300-2010 Aqu Ctr BS - Accts Pay 24.29 FUND TOTAL 24.29 24.29 5400 Edinborough Park 2024 5 123 05/03/2024 5400-1010 EdinPrk BS - Cash 10,287.87 5400-2010 EdinPrk BS - Accts Pay 10,287.87 FUND TOTAL 10,287.87 10,287.87 5500 Braemar Arena 2024 5 123 05/03/2024 5500-1010 Arena BS - Cash 67,685.98 5500-2010 Arena BS - Accts Pay 67,685.98 FUND TOTAL 67,685.98 67,685.98 5600 Braemar Field 2024 5 123 05/03/2024 5600-1010 Field BS - Cash 630.24 5600-2010 Field BS - Accts Pay 630.24 FUND TOTAL 630.24 630.24 5700 Centennial Lakes 2024 5 123 05/03/2024 5700-1010 Cent Lk BS - Cash 364.03 5700-2010 Cent Lk BS - Accts Pay 364.03 FUND TOTAL 364.03 364.03 5800 Liquor 2024 5 123 05/03/2024 5800-1010 Liquor BS - Cash 156,727.37 5800-2010 Liquor BS - Accts Pay 156,727.37 TOTAL 156,727.37 156,727.37 FUND TOTAL 156,727.37 156,727.37 5900 5900 Utl Fund /Water 2024 5 123 05/03/2024 59005900-1010 Wat BS - Cash 91,525.15 59005900-2010 Wat BS - Accts Pay 91,525.15 5900 TOTAL 91,525.15 91,525.15 5900 5910 Utl Fund /Sanitary S 2024 5 123 05/03/2024 59005910-1010 Sew BS - Cash 427,234.08 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram ID: apcshdsb Page 75 JOURNAL ENTRIES TO BE CREATED FUND BALANCE SEG YEAR PER JNL EFF DATE DEBIT CREDIT ACCOUNT ACCOUNT DESCRIPTION 59005910-2010 Sew BS - Accts Pay 427,234.08 5910 TOTAL 427,234.08 427,234.08 5900 5920 Utl Fund /Storm Sewe 2024 5 123 05/03/2024 59005920-1010 Stm BS - Cash 27,063.08 59005920-2010 Stm BS - Accts Pay 27,063.08 FUND TOTAL 545,822.31 545,822.31 6000 Risk Management 2024 5 123 05/03/2024 6000-1010 Rsk Mg BS - Cash 400.00 6000-2010 Rsk Mg BS - Accts Pay 400.00 FUND TOTAL 400.00 400.00 6100 Equipment Operations 2024 5 123 05/03/2024 6100-1010 Equ Op BS - Cash 12,972.17 6100-2010 Equ Op BS - Accts Pay 12,972.17 FUND TOTAL 12,972.17 12,972.17 6200 Information Technology 2024 5 123 05/03/2024 6200-1010 I.T. BalSh - Cash 1,519.65 6200-2010 I.T. BalSh - Accts Pay 1,519.65 FUND TOTAL 1,519.65 1,519.65 6300 Facilities Management 2024 5 123 05/03/2024 6300-1010 FacMgmt BS - Cash 3,126.47 6300-2010 FacMgmt BS - Accts Pay 3,126.47 FUND TOTAL 3,126.47 3,126.47 7100 PS Training Facility 2024 5 123 05/03/2024 7100-1010 PSTF BS - Cash 32,886.00 7100-2010 PSTF BS - Accts Pay 32,886.00 FUND TOTAL 32,886.00 32,886.00 7200 MN Task Force 1 2024 5 123 05/03/2024 7200-1010 MNTF1 BS - Cash 816.67 7200-2010 MNTF1 BS - Accts Pay 816.67 FUND TOTAL 816.67 816.67 9999 Pooled Cash Fund 2024 5 123 05/03/2024 9999-1012 Control BS - CashAP 2,684,714.96 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/02/2024 13:53User: MSchauerProgram ID: apcshdsb Page 76 JOURNAL ENTRIES TO BE CREATED FUND BALANCE SEG YEAR PER JNL EFF DATE DEBIT CREDIT ACCOUNT ACCOUNT DESCRIPTION 9999-2099 Control BS - PoolCashL 2,684,714.96 FUND TOTAL 2,684,714.96 2,684,714.96 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/09/2024 13:08User: MSchauerProgram ID: apcshdsb Page 67 JOURNAL ENTRIES TO BE CREATED FUND SUB FUND DUE TO DUE FR 1000 General 122,981.612100 Police Special Revenue 1,667.002500 Conservation & Sustainability 9,114.512600 Housing & Redvlpmt Authority 2,032.502600 Housing & Redvlpmt Authority 794.002600 Housing & Redvlpmt Authority 142.502600 Housing & Redvlpmt Authority 206.254000 Capital Projects 102,672.554200 Equipment Replacement 72,857.005100 Art Center 443.445200 Braemar Golf Course 17,534.675200 Braemar Golf Course 2,961.005300 Aquatic Center 9,631.165400 Edinborough Park 4,847.155500 Braemar Arena 9,722.525600 Braemar Field 8,624.715700 Centennial Lakes 936.855800 Liquor 140,355.365900 Utility Fund 39,358.365900 Utility Fund 1,611.305900 Utility Fund 5,100.965900 Utility Fund 236.926000 Risk Management 2,054.626100 Equipment Operations 5,487.516200 Information Technology 18,167.496300 Facilities Management 9,293.767100 PS Training Facility 3,192.287200 MN Task Force 1 3,260.009999 Pooled Cash Fund 595,287.98 TOTAL 595,287.98 595,287.98 ** END OF REPORT - Generated by Mallory Schauer ** City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/09/2024 13:08User: MSchauerProgram 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 495199 05/10/2024 PRTD 161042 7 DIAMONDS CLOTHING CO 881775 04/11/2024 20240510 566.98 Invoice: 881775 541.00 52005200 1356 Course BS - Inventory 25.98 52052006 5510 Ret Sales - CGS CHECK 495199 TOTAL: 566.98 495200 05/10/2024 PRTD 133644 A DYNAMIC DOOR CO INC 22404043 04/04/2024 20240510 2,712.05 Invoice: 22404043 2,712.05 63063001 6103 PW Fac - Prof Svrs A DYNAMIC DOOR CO INC 22404222 04/24/2024 20240510 623.21 Invoice: 22404222 623.21 63063000 6180 City Hall - Rep&Maint A DYNAMIC DOOR CO INC 22403071 03/08/2024 20240510 3,188.00 Invoice: 22403071 Braemar Arena-zam fire code door repairs 3,188.00 55055001 6103 Bldg/Grnds - Prof Svrs CHECK 495200 TOTAL: 6,523.26 495201 05/10/2024 PRTD 129458 ACME ELECTRIC MOTOR INC 12630028 04/10/2024 20240510 67.94 Invoice: 12630028 67.94 15415400 6556 Elec Gen - Tool&Acces ACME ELECTRIC MOTOR INC 12630044 04/10/2024 20240510 149.00 Invoice: 12630044 149.00 15415400 6556 Elec Gen - Tool&Acces CHECK 495201 TOTAL: 216.94 495202 05/10/2024 PRTD 161047 ACTION RADIO & COMMUNICATIONS LLC I19374 04/16/2024 20240510 3,260.00 Invoice: I19374 3,260.00 72000000 6406 MN TF 1 - SupOther CHECK 495202 TOTAL: 3,260.00 495203 05/10/2024 PRTD 135922 ACUSHNET COMPANY 917915405 04/26/2024 20240510 71.26 Invoice: 917915405 58.80 52005200 1356 Course BS - Inventory 12.46 52052006 5510 Ret Sales - CGS CHECK 495203 TOTAL: 71.26 495204 05/10/2024 PRTD 135922 ACUSHNET COMPANY 300544550 04/12/2024 20240510 -210.00 Invoice: 300544550 -210.00 52005200 1356 Course BS - Inventory City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/09/2024 13:08User: MSchauerProgram 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 917841736 04/18/2024 20240510 124.36 Invoice: 917841736 108.36 52005200 1356 Course BS - Inventory 8.00 52052006 5510 Ret Sales - CGS 8.00 52005200 2039 Course BS - Sls&UseTax ACUSHNET COMPANY 917851490 04/19/2024 20240510 92.63 Invoice: 917851490 92.63 52052000 6203 Golf Gen - Uniforms ACUSHNET COMPANY 917851451 04/19/2024 20240510 234.37 Invoice: 917851451 220.50 52005200 1356 Course BS - Inventory 13.87 52052006 5510 Ret Sales - CGS ACUSHNET COMPANY 917890403 04/24/2024 20240510 241.08 Invoice: 917890403 241.08 52005200 1356 Course BS - Inventory CHECK 495204 TOTAL: 482.44 495205 05/10/2024 PRTD 140318 ADVANCED ELEMENTS INC 94124 04/09/2024 20240510 3,803.25 Invoice: 94124 3,803.25 E PWK22001.CONSTRUCTN. . 59005900 1650 Wat BS - PurchWater CHECK 495205 TOTAL: 3,803.25 495206 05/10/2024 PRTD 120984 ALL GOALS INC 23467 04/11/2024 20240510 686.51 Invoice: 23467 686.51 17017002 6406 Fld Maint - SupOther CHECK 495206 TOTAL: 686.51 495207 05/10/2024 PRTD 100575 AMERICAN CYLINDER LLC 214610 04/16/2024 20240510 138.03 Invoice: 214610 138.03 55055001 6230 Bldg/Grnds - SrvCntrcts CHECK 495207 TOTAL: 138.03 495208 05/10/2024 PRTD 102715 WIENS GRAPHICS INC 162288 04/16/2024 20240510 143.00 Invoice: 162288 Morningside Event Posters 143.00 59359302 6406 Rec Org - SupOther WIENS GRAPHICS INC 162471 04/16/2024 20240510 46.00 Invoice: 162471 State Champion cards City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/09/2024 13:08User: MSchauerProgram 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 46.00 10000000 6406 City Cncl - SupOther CHECK 495208 TOTAL: 189.00 495209 05/10/2024 PRTD 160095 AM CRAFT SPIRITS SALES & MARKETIN 18796 04/25/2024 20240510 66.97 Invoice: 18796 3.97 58258201 5515 Grnd Sell - CGS Other 63.00 5800 1355 Liquor BS - Inv Misc CHECK 495209 TOTAL: 66.97 495210 05/10/2024 PRTD 160287 AMAZING ATHLETES OF CENTRAL MN 678904 04/11/2024 20240510 980.00 Invoice: 678904 980.00 16116105 6103 Prtnr Prog - Prof Svrs CHECK 495210 TOTAL: 980.00 495211 05/10/2024 PRTD 141960 AMAZON CAPITAL SERVICES 1RMY-7T79-WGHH 04/09/2024 20240510 67.29 Invoice: 1RMY-7T79-WGHH office supplies 67.29 51051000 6513 Admin/Ops - SupOffice AMAZON CAPITAL SERVICES 1X36-V9G1-47JY 04/10/2024 20240510 75.48 Invoice: 1X36-V9G1-47JY Fire Chief AV cables for Smartboard 75.48 12012000 6406 Fire Gen - SupOther AMAZON CAPITAL SERVICES 1F7Q-H4QQ-CWVJ 04/11/2024 20240510 24.99 Invoice: 1F7Q-H4QQ-CWVJ 24.99 57057000 5510 General - CGS AMAZON CAPITAL SERVICES 13VD-9LHW-FKRM 04/11/2024 20240510 5.39 Invoice: 13VD-9LHW-FKRM 4/15 clear bags 5.39 10410400 6406 Comm Gen - SupOther AMAZON CAPITAL SERVICES 1TRP-V36T-G9YD 04/11/2024 20240510 34.80 Invoice: 1TRP-V36T-G9YD 34.80 14014000 6513 PW Adm Gen - SupOffice AMAZON CAPITAL SERVICES 1RYW-YH4N-HWMF 04/12/2024 20240510 314.20 Invoice: 1RYW-YH4N-HWMF 314.20 13013000 6203 Pol Ad Gen - Uniforms AMAZON CAPITAL SERVICES 11V3-YMQ4-PPTK 04/13/2024 20240510 169.95 Invoice: 11V3-YMQ4-PPTK 169.95 13013000 6406 Pol Ad Gen - SupOther AMAZON CAPITAL SERVICES 1VND-NQJX-T9LT 04/14/2024 20240510 43.05 Invoice: 1VND-NQJX-T9LT Art Supplies 43.05 51051002 6564 Instrucnal - SupArt&Crf City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/09/2024 13:08User: MSchauerProgram 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 1WTJ-WGMM-W7TK 04/14/2024 20240510 163.59 Invoice: 1WTJ-WGMM-W7TK YBEKI SPD Pedals 163.59 12012000 6103 Fire Gen - Prof Svrs AMAZON CAPITAL SERVICES 1KGQ-4WYY-VJLT 04/14/2024 20240510 30.84 Invoice: 1KGQ-4WYY-VJLT 30.84 61061004 6556 PW Equip - Tool&Acces AMAZON CAPITAL SERVICES 1YKY-4LRV-6VX1 04/15/2024 20240510 22.87 Invoice: 1YKY-4LRV-6VX1 22.87 14014000 6513 PW Adm Gen - SupOffice AMAZON CAPITAL SERVICES 1MTT-NM7T-6V3V 04/15/2024 20240510 29.00 Invoice: 1MTT-NM7T-6V3V 29.00 15515500 6406 Faclt Gen - SupOther AMAZON CAPITAL SERVICES 1W6F-4NJT-73T3 04/15/2024 20240510 179.94 Invoice: 1W6F-4NJT-73T3 179.94 61061004 6106 PW Equip - Meet Exp AMAZON CAPITAL SERVICES 1GH1-3JY4-6VK4 04/15/2024 20240510 12.37 Invoice: 1GH1-3JY4-6VK4 12.37 13013000 6406 Pol Ad Gen - SupOther AMAZON CAPITAL SERVICES 1KV1-MJTX-GNCQ 04/16/2024 20240510 42.82 Invoice: 1KV1-MJTX-GNCQ 42.82 14014000 6406 PW Adm Gen - SupOther AMAZON CAPITAL SERVICES 1KV1-MJTX-JQNP 04/16/2024 20240510 41.99 Invoice: 1KV1-MJTX-JQNP Sloan flushometers 41.99 54054001 6406 Operations - SupOther AMAZON CAPITAL SERVICES 1PJ1-VLCV-KP6W 04/16/2024 20240510 62.04 Invoice: 1PJ1-VLCV-KP6W 62.04 63063001 6406 PW Fac - SupOther AMAZON CAPITAL SERVICES 1GH1-3JY4-JJNL 04/17/2024 20240510 91.61 Invoice: 1GH1-3JY4-JJNL Fire Table 91.61 12012000 6406 Fire Gen - SupOther AMAZON CAPITAL SERVICES 13GM-9WF6-K4JK 04/17/2024 20240510 42.95 Invoice: 13GM-9WF6-K4JK Jump Rope, Tangle 42.95 12012000 6103 Fire Gen - Prof Svrs CHECK 495211 TOTAL: 1,455.17 495212 05/10/2024 PRTD 106304 ASPEN MILLS INC 331216 04/10/2024 20240510 1,459.15 Invoice: 331216 UNIFORM- ISAAC KERRY 1,459.15 12012000 6203 Fire Gen - Uniforms City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/09/2024 13:08User: MSchauerProgram 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 CHECK 495212 TOTAL: 1,459.15 495213 05/10/2024 PRTD 102774 ASPEN WASTE SYSTEMS OF MINNESOTA S1 422086-050124 05/01/2024 20240510 3,205.77 Invoice: S1 422086-050124 50TH AND FRANCE RETAIL 3,205.77 E ENG98002.MISCELLAN .SERVICES . 40840801 6103 Faclt CP - Prof Svrs ASPEN WASTE SYSTEMS OF MINNESOTA S1 406543-050124 05/01/2024 20240510 10,961.85 Invoice: S1 406543-050124 NOLAN MAINS - COMM EAST 10,961.85 E ENG98004.MISCELLAN .SERVICES . 40840801 6103 Faclt CP - Prof Svrs ASPEN WASTE SYSTEMS OF MINNESOTA S1 405453-050124 05/01/2024 20240510 3,483.65 Invoice: S1 405453-050124 NOLAN MAINS - COMM WEST 3,483.65 E ENG98004.MISCELLAN .SERVICES . 40840801 6103 Faclt CP - Prof Svrs CHECK 495213 TOTAL: 17,651.27 495214 05/10/2024 PRTD 100636 ASTLEFORD EQUIPMENT COMPANY INC 02P36997 04/16/2024 20240510 138.83 Invoice: 02P36997 138.83 61061004 6530 PW Equip - ReprParts CHECK 495214 TOTAL: 138.83 495215 05/10/2024 PRTD 102660 AUDUBON SOCIETY OF NEW YORK STATE 10984-2024 04/15/2024 20240510 500.00 Invoice: 10984-2024 2024-2024 Membership Renewal-Atol 500.00 52052000 6105 Golf Gen - Dues&Sub CHECK 495215 TOTAL: 500.00 495216 05/10/2024 PRTD 100920 GENUINE PARTS COMPANY 056135 04/10/2024 20240510 35.95 Invoice: 056135 35.95 61061009 6530 Pk Mant Eq - ReprParts GENUINE PARTS COMPANY 3599-244149 04/15/2024 20240510 144.61 Invoice: 3599-244149 144.61 52052000 6530 Golf Gen - ReprParts GENUINE PARTS COMPANY 057684 04/15/2024 20240510 14.49 Invoice: 057684 14.49 61061004 6530 PW Equip - ReprParts GENUINE PARTS COMPANY 057819 04/15/2024 20240510 80.93 Invoice: 057819 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/09/2024 13:08User: MSchauerProgram 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 80.93 61061004 6530 PW Equip - ReprParts CHECK 495216 TOTAL: 275.98 495217 05/10/2024 PRTD 151171 7TH STREET BEER COMPANY 4516 04/22/2024 20240510 172.00 Invoice: 4516 172.00 5800 1354 Liquor BS - Inv Beer CHECK 495217 TOTAL: 172.00 495218 05/10/2024 PRTD 102709 BDS LAUNDRY SYSTEMS LMV429257 04/11/2024 20240510 314.82 Invoice: LMV429257 Laundry Equipment Rental 314.82 12012000 6151 Fire Gen - Equip Rntl CHECK 495218 TOTAL: 314.82 495219 05/10/2024 PRTD 100646 BECKER ARENA PRODUCTS INC 612270 04/10/2024 20240510 232.38 Invoice: 612270 232.38 55055003 6406 Ice Maint - SupOther CHECK 495219 TOTAL: 232.38 495220 05/10/2024 PRTD 101355 BELLBOY CORPORATION 0108268700 04/25/2024 20240510 102.97 Invoice: 0108268700 4.47 58258201 5515 Grnd Sell - CGS Other 98.50 5800 1355 Liquor BS - Inv Misc BELLBOY CORPORATION 0203350300 04/25/2024 20240510 1,430.80 Invoice: 0203350300 11.55 58258201 5512 Grnd Sell - CGS Liq 1,419.25 5800 1352 Liquor BS - Inv Liq BELLBOY CORPORATION 0203350100 04/25/2024 20240510 139.65 Invoice: 0203350100 1.65 58258201 5513 Grnd Sell - CGS Wine 138.00 5800 1353 Liquor BS - Inv Wine BELLBOY CORPORATION 0203350900 04/25/2024 20240510 119.40 Invoice: 0203350900 1.65 58058001 5512 50th Sell - CGS Liq 117.75 5800 1352 Liquor BS - Inv Liq BELLBOY CORPORATION 0203349300 04/25/2024 20240510 668.40 Invoice: 0203349300 8.25 58158101 5512 Sthdl Sell - CGS Liq 660.15 5800 1352 Liquor BS - Inv Liq BELLBOY CORPORATION 0203349600 04/25/2024 20240510 279.30 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/09/2024 13:08User: MSchauerProgram ID: apcshdsb Page 7 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC Invoice: 0203349600 3.30 58158101 5513 Sthdl Sell - CGS Wine 276.00 5800 1353 Liquor BS - Inv Wine BELLBOY CORPORATION 0108268600 04/25/2024 20240510 105.98 Invoice: 0108268600 6.00 58158101 5515 Sthdl Sell - CGS Other 99.98 5800 1355 Liquor BS - Inv Misc BELLBOY CORPORATION 0108185900 04/04/2024 20240510 108.99 Invoice: 0108185900 3.49 58058001 5515 50th Sell - CGS Other 105.50 5800 1355 Liquor BS - Inv Misc CHECK 495220 TOTAL: 2,955.49 495221 05/10/2024 PRTD 131191 BERNATELLO'S PIZZA INC 5251192 04/27/2024 20240510 348.00 Invoice: 5251192 CONCESSIONS PRODUCT, PIZZA 348.00 54054002 5510 Concession - CGS CHECK 495221 TOTAL: 348.00 495222 05/10/2024 PRTD 160721 BLAKE, PATRICIA 4449956 05/01/2024 20240510 375.00 Invoice: 4449956 cards for the spring Mah Jongg classes 375.00 16116103 6406 Senior Cen - SupOther CHECK 495222 TOTAL: 375.00 495223 05/10/2024 PRTD 130602 BOOM ISLAND BREWING COMPANY LLC 1307 04/25/2024 20240510 189.00 Invoice: 1307 189.00 5800 1354 Liquor BS - Inv Beer CHECK 495223 TOTAL: 189.00 495224 05/10/2024 PRTD 101010 BORDER STATES INDUSTRIES INC 928160213 04/09/2024 20240510 88.13 Invoice: 928160213 88.13 63063001 6180 PW Fac - Rep&Maint BORDER STATES INDUSTRIES INC 928184002 04/12/2024 20240510 523.86 Invoice: 928184002 523.86 15415401 6180 Str Lt Reg - Rep&Maint CHECK 495224 TOTAL: 611.99 495225 05/10/2024 PRTD 105367 BOUND TREE MEDICAL LLC 85308051 04/09/2024 20240510 2,071.13 Invoice: 85308051 Curaplex Oxygen Mask, Pediatric 2,071.13 12012000 6510 Fire Gen - SupFrstAid City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/09/2024 13:08User: MSchauerProgram 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 495225 TOTAL: 2,071.13 495226 05/10/2024 PRTD 119351 BOURGET IMPORTS 206206 04/24/2024 20240510 72.00 Invoice: 206206 2.00 58258201 5512 Grnd Sell - CGS Liq 70.00 5800 1352 Liquor BS - Inv Liq BOURGET IMPORTS 206204 04/24/2024 20240510 488.00 Invoice: 206204 8.00 58258201 5513 Grnd Sell - CGS Wine 480.00 5800 1353 Liquor BS - Inv Wine BOURGET IMPORTS 206209 04/24/2024 20240510 228.00 Invoice: 206209 2.00 58158101 5512 Sthdl Sell - CGS Liq 226.00 5800 1352 Liquor BS - Inv Liq BOURGET IMPORTS 206208 04/24/2024 20240510 342.00 Invoice: 206208 6.00 58158101 5513 Sthdl Sell - CGS Wine 336.00 5800 1353 Liquor BS - Inv Wine CHECK 495226 TOTAL: 1,130.00 495227 05/10/2024 PRTD 117040 BOYER FORD TRUCKS INC 098P8043 04/09/2024 20240510 62.08 Invoice: 098P8043 62.08 61061004 6530 PW Equip - ReprParts BOYER FORD TRUCKS INC 098P8043-1 04/09/2024 20240510 62.08 Invoice: 098P8043-1 62.08 61061004 6530 PW Equip - ReprParts BOYER FORD TRUCKS INC 098P8216 04/15/2024 20240510 82.01 Invoice: 098P8216 82.01 61061004 6530 PW Equip - ReprParts BOYER FORD TRUCKS INC 098P8797 05/03/2024 20240510 -172.62 Invoice: 098P8797 -172.62 61061004 6530 PW Equip - ReprParts CHECK 495227 TOTAL: 33.55 495228 05/10/2024 PRTD 124291 BREAKTHRU BEVERAGE MINNESOTA WINE 115392038 04/19/2024 20240510 521.70 Invoice: 115392038 9.20 58158101 5512 Sthdl Sell - CGS Liq 512.50 5800 1352 Liquor BS - Inv Liq BREAKTHRU BEVERAGE MINNESOTA WINE 115444749 04/24/2024 20240510 282.30 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/09/2024 13:08User: MSchauerProgram 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 Invoice: 115444749 2.30 58158101 5513 Sthdl Sell - CGS Wine 280.00 5800 1353 Liquor BS - Inv Wine BREAKTHRU BEVERAGE MINNESOTA WINE 115444750 04/24/2024 20240510 2,023.80 Invoice: 115444750 20.70 58158101 5512 Sthdl Sell - CGS Liq 2,003.10 5800 1352 Liquor BS - Inv Liq BREAKTHRU BEVERAGE MINNESOTA WINE 115444751 04/24/2024 20240510 50.30 Invoice: 115444751 2.30 58158101 5515 Sthdl Sell - CGS Other 48.00 5800 1355 Liquor BS - Inv Misc BREAKTHRU BEVERAGE MINNESOTA WINE 115444769 04/24/2024 20240510 806.85 Invoice: 115444769 4.60 58058001 5512 50th Sell - CGS Liq 802.25 5800 1352 Liquor BS - Inv Liq BREAKTHRU BEVERAGE MINNESOTA WINE 115444767 04/24/2024 20240510 721.81 Invoice: 115444767 4.60 58258201 5512 Grnd Sell - CGS Liq 717.21 5800 1352 Liquor BS - Inv Liq BREAKTHRU BEVERAGE MINNESOTA WINE 115444768 04/24/2024 20240510 700.60 Invoice: 115444768 4.60 58258201 5513 Grnd Sell - CGS Wine 696.00 5800 1353 Liquor BS - Inv Wine BREAKTHRU BEVERAGE MINNESOTA WINE 115438928 04/24/2024 20240510 124.15 Invoice: 115438928 1.15 58258201 5515 Grnd Sell - CGS Other 123.00 5800 1355 Liquor BS - Inv Misc CHECK 495228 TOTAL: 5,231.51 495229 05/10/2024 PRTD 124529 BREAKTHRU BEVERAGE MINNESOTA BEER 115305639 04/16/2024 20240510 3,548.95 Invoice: 115305639 3,548.95 5800 1354 Liquor BS - Inv Beer BREAKTHRU BEVERAGE MINNESOTA BEER 115412807 04/23/2024 20240510 1,778.30 Invoice: 115412807 1,778.30 5800 1354 Liquor BS - Inv Beer BREAKTHRU BEVERAGE MINNESOTA BEER 412200820 04/23/2024 20240510 -5.38 Invoice: 412200820 -5.38 5800 1354 Liquor BS - Inv Beer BREAKTHRU BEVERAGE MINNESOTA BEER 115412805 04/23/2024 20240510 764.75 Invoice: 115412805 764.75 5800 1355 Liquor BS - Inv Misc City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/09/2024 13:08User: MSchauerProgram 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 115412809 04/23/2024 20240510 335.45 Invoice: 115412809 335.45 5800 1355 Liquor BS - Inv Misc BREAKTHRU BEVERAGE MINNESOTA BEER 412206077 04/17/2024 20240510 -79.20 Invoice: 412206077 RMA -79.20 5800 1354 Liquor BS - Inv Beer BREAKTHRU BEVERAGE MINNESOTA BEER 412206076 04/23/2024 20240510 -265.20 Invoice: 412206076 RMA -265.20 5800 1354 Liquor BS - Inv Beer BREAKTHRU BEVERAGE MINNESOTA BEER 412206074 04/23/2024 20240510 -101.60 Invoice: 412206074 RMA -101.60 5800 1354 Liquor BS - Inv Beer BREAKTHRU BEVERAGE MINNESOTA BEER 412206073 04/23/2024 20240510 -489.60 Invoice: 412206073 RMA -489.60 5800 1354 Liquor BS - Inv Beer BREAKTHRU BEVERAGE MINNESOTA BEER 412206075 04/23/2024 20240510 -12.70 Invoice: 412206075 RMA -12.70 5800 1354 Liquor BS - Inv Beer BREAKTHRU BEVERAGE MINNESOTA BEER 412206078 04/23/2024 20240510 -89.60 Invoice: 412206078 RMA -89.60 5800 1354 Liquor BS - Inv Beer BREAKTHRU BEVERAGE MINNESOTA BEER 115412810 04/23/2024 20240510 3,523.00 Invoice: 115412810 3,523.00 5800 1354 Liquor BS - Inv Beer BREAKTHRU BEVERAGE MINNESOTA BEER 115412808 04/23/2024 20240510 230.85 Invoice: 115412808 230.85 5800 1355 Liquor BS - Inv Misc CHECK 495229 TOTAL: 9,138.02 495230 05/10/2024 PRTD 150972 BROKEN CLOCK BREWING COOPERATIVE 8704 04/26/2024 20240510 168.00 Invoice: 8704 168.00 5800 1354 Liquor BS - Inv Beer CHECK 495230 TOTAL: 168.00 495231 05/10/2024 PRTD 100669 BRYAN ROCK PRODUCTS INC 63412 04/15/2024 20240510 160.40 Invoice: 63412 160.40 17017007 6406 Pths & HS - SupOther BRYAN ROCK PRODUCTS INC 63413 04/15/2024 20240510 924.93 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/09/2024 13:08User: MSchauerProgram 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 Invoice: 63413 924.93 17017002 6543 Fld Maint - SodDirtMix BRYAN ROCK PRODUCTS INC 63414 04/15/2024 20240510 912.91 Invoice: 63414 912.91 17017002 6543 Fld Maint - SodDirtMix CHECK 495231 TOTAL: 1,998.24 495232 05/10/2024 PRTD 102149 CALLAWAY GOLF 937888210 03/19/2024 20240510 703.80 Invoice: 937888210 703.80 52005200 1356 Course BS - Inventory CALLAWAY GOLF 937920445 03/22/2024 20240510 723.60 Invoice: 937920445 723.60 52005200 1356 Course BS - Inventory CHECK 495232 TOTAL: 1,427.40 495233 05/10/2024 PRTD 119455 CAPITOL BEVERAGE SALES LP 2973848 04/19/2024 20240510 99.00 Invoice: 2973848 99.00 5800 1352 Liquor BS - Inv Liq CAPITOL BEVERAGE SALES LP 2973478 04/19/2024 20240510 1,209.95 Invoice: 2973478 1,209.95 5800 1354 Liquor BS - Inv Beer CAPITOL BEVERAGE SALES LP 2976712 04/26/2024 20240510 3,308.90 Invoice: 2976712 3,308.90 5800 1352 Liquor BS - Inv Liq CAPITOL BEVERAGE SALES LP 2976476 04/26/2024 20240510 -7.23 Invoice: 2976476 RMA -7.23 5800 1354 Liquor BS - Inv Beer CAPITOL BEVERAGE SALES LP 2976711 04/26/2024 20240510 701.35 Invoice: 2976711 701.35 5800 1355 Liquor BS - Inv Misc CAPITOL BEVERAGE SALES LP 2976473 04/26/2024 20240510 3,892.25 Invoice: 2976473 3,892.25 5800 1354 Liquor BS - Inv Beer CAPITOL BEVERAGE SALES LP 2976713 04/29/2024 20240510 -155.70 Invoice: 2976713 RMA -155.70 5800 1354 Liquor BS - Inv Beer CAPITOL BEVERAGE SALES LP 2976724 04/26/2024 20240510 605.25 Invoice: 2976724 605.25 5800 1354 Liquor BS - Inv Beer City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/09/2024 13:08User: MSchauerProgram 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 CAPITOL BEVERAGE SALES LP 2974666 04/26/2024 20240510 558.00 Invoice: 2974666 558.00 5800 1356 Liquor BS - Inventory THC Bev CAPITOL BEVERAGE SALES LP 2976719 04/26/2024 20240510 86.00 Invoice: 2976719 86.00 5800 1355 Liquor BS - Inv Misc CAPITOL BEVERAGE SALES LP 2979732 05/03/2024 20240510 1,498.00 Invoice: 2979732 1,498.00 5800 1352 Liquor BS - Inv Liq CAPITOL BEVERAGE SALES LP 2979731 05/03/2024 20240510 157.55 Invoice: 2979731 157.55 5800 1355 Liquor BS - Inv Misc CAPITOL BEVERAGE SALES LP 2979743 05/03/2024 20240510 2,980.80 Invoice: 2979743 2,980.80 5800 1354 Liquor BS - Inv Beer CHECK 495233 TOTAL: 14,934.12 495234 05/10/2024 PRTD 160207 JASON THOMAS CARDINAL EPD24-5 04/12/2024 20240510 1,187.50 Invoice: EPD24-5 1,187.50 13013000 6103 Pol Ad Gen - Prof Svrs CHECK 495234 TOTAL: 1,187.50 495235 05/10/2024 PRTD 101515 CEMSTONE PRODUCTS COMPANY 7405291 04/15/2024 20240510 700.50 Invoice: 7405291 700.50 59059003 6520 Wat Distr - Concrete CHECK 495235 TOTAL: 700.50 495236 05/10/2024 PRTD 103300 CENTER FOR ENERGY AND ENVIRONMENT 24402 04/16/2024 20240510 2,650.00 Invoice: 24402 3 Year Home Energy Squad Contr 2,650.00 25000003 6102 Contractual Services CENTER FOR ENERGY AND ENVIRONMENT 24325 04/15/2024 20240510 794.00 Invoice: 24325 794.00 E DEV22110.MISCELLAN . . 26026001 6102 HRA Aff Hs - Contr Svrs CHECK 495236 TOTAL: 3,444.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/09/2024 13:08User: MSchauerProgram 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 495237 05/10/2024 PRTD 142533 CADD ENGR SUPPLY INC INV161676 04/16/2024 20240510 279.00 Invoice: INV161676 209.25 15000000 6406 Eng Gen - SupOther 69.75 14014000 6406 PW Adm Gen - SupOther CHECK 495237 TOTAL: 279.00 495238 05/10/2024 PRTD 142028 CINTAS CORPORATION 4189381704 04/12/2024 20240510 33.68 Invoice: 4189381704 33.68 63063001 6511 PW Fac - SupCustod CINTAS CORPORATION 4189497922 04/15/2024 20240510 19.20 Invoice: 4189497922 19.20 55055001 6230 Bldg/Grnds - SrvCntrcts CINTAS CORPORATION 4189497749 04/15/2024 20240510 78.65 Invoice: 4189497749 shop towels 78.65 52052000 6201 Golf Gen - Laundry CINTAS CORPORATION 4189497729 04/15/2024 20240510 118.52 Invoice: 4189497729 118.52 71071001 6136 Main Bldng - PrfSvOther CINTAS CORPORATION 4189497822 04/15/2024 20240510 19.20 Invoice: 4189497822 19.20 55055001 6230 Bldg/Grnds - SrvCntrcts CHECK 495238 TOTAL: 269.25 495239 05/10/2024 PRTD 142028 CINTAS CORPORATION 4189497750 04/15/2024 20240510 60.68 Invoice: 4189497750 mats 60.68 52100000 6203 Golf Dome - Uniforms CHECK 495239 TOTAL: 60.68 495240 05/10/2024 PRTD 103216 MINNEAPOLIS FINANCE DEPARTMENT 431-0005.300-05/24 05/05/2024 20240510 13,726.35 Invoice: 431-0005.300-05/24 Morningside Water (3/30/2024 to 4/30/2024) 13,726.35 59059003 6601 Wat Distr - Wtr Purch CHECK 495240 TOTAL: 13,726.35 495241 05/10/2024 PRTD 100087 CITY OF SAINT PAUL IN57961 04/16/2024 20240510 267.27 Invoice: IN57961 267.27 14014004 6518 Pothole Pa - Blacktop City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/09/2024 13:08User: MSchauerProgram 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 495241 TOTAL: 267.27 495242 05/10/2024 PRTD 146851 CLIFTON LARSON ALLEN LLP L241210808 04/16/2024 20240510 2,590.00 Invoice: L241210808 2,590.00 71071000 6103 Admin - Prof Svrs CLIFTON LARSON ALLEN LLP L241227708 04/22/2024 20240510 13,300.00 Invoice: L241227708 6,845.82 10800000 6130 Finance - PrfSvAudit 109.30 51051000 6130 Admin/Ops - PrfSvAudit 96.82 52100000 6130 Golf Dome - PrfSvAudit 154.80 53053000 6130 Admin - PrfSvAudit 497.00 52052000 6130 Golf Gen - PrfSvAudit 432.90 55055000 6130 Admin - PrfSvAudit 116.71 56056000 6130 Admin - PrfSvAudit 232.81 54054000 6130 Admin - PrfSvAudit 179.28 57057000 6130 General - PrfSvAudit 396.85 58058000 6130 50th AdGe - PrfSvAudit 745.53 58158100 6130 Sthdl AdGe - PrfSvAudit 641.49 58258200 6130 Grnd AdGe - PrfSvAudit 1,046.03 59059000 6130 Wat UB - PrfSvAudit 1,255.70 59159100 6130 Sew UB - PrfSvAudit 548.96 59259202 6130 Stm Gen - PrfSvAudit CHECK 495242 TOTAL: 15,890.00 495243 05/10/2024 PRTD 144092 CONCENTRA 103972564 04/24/2024 20240510 146.00 Invoice: 103972564 Pre-Employment Exam 146.00 10910900 6175 HR Gen - EmpExams CHECK 495243 TOTAL: 146.00 495244 05/10/2024 PRTD 144092 CONCENTRA 257509250 04/24/2024 20240510 241.00 Invoice: 257509250 Pre-Employment Exam 241.00 10910900 6175 HR Gen - EmpExams CHECK 495244 TOTAL: 241.00 495245 05/10/2024 PRTD 120032 CORPORATE MECHANICAL INC W73901 04/12/2024 20240510 2,392.09 Invoice: W73901 2,392.09 63063001 6180 PW Fac - Rep&Maint CORPORATE MECHANICAL INC W73899 04/12/2024 20240510 30,030.00 Invoice: W73899 City Hall AC Compressor Replacement 30,030.00 E ENG22106.CONSTRUCTN.CNTRCT PMT. 40840801 6103 Faclt CP - Prof Svrs City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/09/2024 13:08User: MSchauerProgram 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 495245 TOTAL: 32,422.09 495246 05/10/2024 PRTD 100699 CULLIGAN SOFTWATER SERVICE COMPAN 114X96748708 04/30/2024 20240510 357.00 Invoice: 114X96748708 357.00 13013000 6406 Pol Ad Gen - SupOther CULLIGAN SOFTWATER SERVICE COMPAN 114X96690603 04/30/2024 20240510 50.95 Invoice: 114X96690603 50.95 71071001 6406 Main Bldng - SupOther CULLIGAN SOFTWATER SERVICE COMPAN 114X96793803 04/30/2024 20240510 300.37 Invoice: 114X96793803 bottled water 300.37 52052000 6406 Golf Gen - SupOther CHECK 495246 TOTAL: 708.32 495247 05/10/2024 PRTD 104020 DALCO ENTERPRISES INC 4219791 04/10/2024 20240510 420.00 Invoice: 4219791 420.00 E ENG98001.MISCELLAN .SUPPLIES . 40840801 6406 Faclt CP - SupOther CHECK 495247 TOTAL: 420.00 495248 05/10/2024 PRTD 160780 DANGEROUS MAN BREWING CO LLC IN-3420 04/18/2024 20240510 68.00 Invoice: IN-3420 68.00 5800 1354 Liquor BS - Inv Beer DANGEROUS MAN BREWING CO LLC IN-3421 04/18/2024 20240510 220.00 Invoice: IN-3421 220.00 5800 1356 Liquor BS - Inventory THC Bev DANGEROUS MAN BREWING CO LLC IN-3535 04/25/2024 20240510 413.00 Invoice: IN-3535 413.00 5800 1354 Liquor BS - Inv Beer DANGEROUS MAN BREWING CO LLC IN-3532 04/25/2024 20240510 208.00 Invoice: IN-3532 208.00 5800 1356 Liquor BS - Inventory THC Bev DANGEROUS MAN BREWING CO LLC IN-3533 04/25/2024 20240510 202.00 Invoice: IN-3533 202.00 5800 1354 Liquor BS - Inv Beer DANGEROUS MAN BREWING CO LLC IN-3499 04/25/2024 20240510 343.00 Invoice: IN-3499 343.00 5800 1354 Liquor BS - Inv Beer DANGEROUS MAN BREWING CO LLC IN-3440 04/25/2024 20240510 261.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/09/2024 13:08User: MSchauerProgram 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 Invoice: IN-3440 261.00 5800 1354 Liquor BS - Inv Beer DANGEROUS MAN BREWING CO LLC IN-3500 04/25/2024 20240510 711.00 Invoice: IN-3500 711.00 5800 1356 Liquor BS - Inventory THC Bev CHECK 495248 TOTAL: 2,426.00 495249 05/10/2024 PRTD 123995 BLUE COMPACTOR SERVICES LLC 10496014T460 05/01/2024 20240510 341.97 Invoice: 10496014T460 Velocity Training 341.97 55055001 6230 Bldg/Grnds - SrvCntrcts CHECK 495249 TOTAL: 341.97 495250 05/10/2024 PRTD 123995 BLUE COMPACTOR SERVICES LLC 10496030T460 05/01/2024 20240510 1,044.79 Invoice: 10496030T460 Braemer Arena 1,044.79 55055001 6230 Bldg/Grnds - SrvCntrcts CHECK 495250 TOTAL: 1,044.79 495251 05/10/2024 PRTD 160060 DOMACE VINO LLC 28040 04/24/2024 20240510 405.00 Invoice: 28040 9.00 58258201 5513 Grnd Sell - CGS Wine 396.00 5800 1353 Liquor BS - Inv Wine CHECK 495251 TOTAL: 405.00 495252 05/10/2024 PRTD 160118 ECCO USA, INC 116015083 04/11/2024 20240510 90.00 Invoice: 116015083 80.00 52005200 1356 Course BS - Inventory 10.00 52052006 5510 Ret Sales - CGS CHECK 495252 TOTAL: 90.00 495253 05/10/2024 PRTD 160997 EDGE AQUATIC SERVICES LLC 2 04/18/2024 20240510 2,475.00 Invoice: 2 2,475.00 59259206 6103 Stm P&LNon - Prof Svrs CHECK 495253 TOTAL: 2,475.00 495254 05/10/2024 PRTD 103069 EDINA COMMUNITY FOUNDATION 2024 Art Grant 04/22/2024 20240510 1,000.00 Invoice: 2024 Art Grant EAAA - 2024 Art Grant 1,000.00 16216200 6103 Public Art - Prof Svrs City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/09/2024 13:08User: MSchauerProgram 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 495254 TOTAL: 1,000.00 495255 05/10/2024 PRTD 142458 EDINA MARKET STREET LLC Q1-2024-SSD 04/02/2024 20240510 3,183.85 Invoice: Q1-2024-SSD Center Ramp - Maintenance Q1 2024 3,183.85 E ENG98001.MISCELLAN .REPAIRS . 40840801 6180 Faclt CP - Rep&Maint CHECK 495255 TOTAL: 3,183.85 495256 05/10/2024 PRTD 161053 EDINA ORCHESTRA BOOSTERS 2024 Coacello 04/22/2024 20240510 1,000.00 Invoice: 2024 Coacello Edina Art Grant - Edina Orchestra 1,000.00 16216200 6103 Public Art - Prof Svrs CHECK 495256 TOTAL: 1,000.00 495257 05/10/2024 PRTD 100049 EHLERS AND ASSOCIATES 97273 04/09/2024 20240510 726.25 Invoice: 97273 44th France TIF and 70th France TIF 206.25 26126109 6136 44 & F TIF - PrfSvOther 520.00 E DEV21002.MISCELLAN . . 26026000 6136 HRA Admin - PrfSvOther EHLERS AND ASSOCIATES 97274 04/09/2024 20240510 1,512.50 Invoice: 97274 7235 France TIF prep escrow 1,512.50 E DEV23201.MISCELLAN . . 26026000 6136 HRA Admin - PrfSvOther EHLERS AND ASSOCIATES 97276 04/09/2024 20240510 142.50 Invoice: 97276 TIF admin - prep 2023 reports 142.50 26126104 6136 Pentgn TIF - PrfSvOther EHLERS AND ASSOCIATES 97275 04/09/2024 20240510 8,207.50 Invoice: 97275 Audit Support 2023 8,207.50 10800000 6103 Finance - Prof Svrs CHECK 495257 TOTAL: 10,588.75 495258 05/10/2024 PRTD 122792 EMERGENCY AUTOMOTIVE TECHNOLOGIES MP03152451A 04/09/2024 20240510 213.44 Invoice: MP03152451A 213.44 13013000 6180 Pol Ad Gen - Rep&Maint EMERGENCY AUTOMOTIVE TECHNOLOGIES MP04112459A 04/16/2024 20240510 2,517.28 Invoice: MP04112459A 2,517.28 13013000 6180 Pol Ad Gen - Rep&Maint EMERGENCY AUTOMOTIVE TECHNOLOGIES MP041124-58 04/12/2024 20240510 1,575.57 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/09/2024 13:08User: MSchauerProgram 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: MP041124-58 1,575.57 13013000 6180 Pol Ad Gen - Rep&Maint CHECK 495258 TOTAL: 4,306.29 495259 05/10/2024 PRTD 117375 ESRI 94717448 04/17/2024 20240510 1,667.00 Invoice: 94717448 1,667.00 21000000 6105 E911 - Dues&Sub CHECK 495259 TOTAL: 1,667.00 495260 05/10/2024 PRTD 100752 ESS BROTHERS & SONS INC EE1700 04/11/2024 20240510 1,245.00 Invoice: EE1700 1,245.00 59059003 6530 Wat Distr - ReprParts CHECK 495260 TOTAL: 1,245.00 495261 05/10/2024 PRTD 100146 ELLIOTT AUTO SUPPLY CO, INC 69-519953 04/16/2024 20240510 72.76 Invoice: 69-519953 72.76 61061007 6530 Health Eq - ReprParts ELLIOTT AUTO SUPPLY CO, INC 69-519972 04/16/2024 20240510 59.53 Invoice: 69-519972 59.53 61061006 6530 Fire Equip - ReprParts ELLIOTT AUTO SUPPLY CO, INC 69-519990 04/16/2024 20240510 40.38 Invoice: 69-519990 40.38 61061004 6530 PW Equip - ReprParts ELLIOTT AUTO SUPPLY CO, INC 74-330457 04/02/2024 20240510 13.96 Invoice: 74-330457 13.96 61061004 6530 PW Equip - ReprParts ELLIOTT AUTO SUPPLY CO, INC 1-9592034 04/08/2024 20240510 365.33 Invoice: 1-9592034 365.33 61061004 6530 PW Equip - ReprParts ELLIOTT AUTO SUPPLY CO, INC 69-519612 04/10/2024 20240510 -365.33 Invoice: 69-519612 -365.33 61061004 6530 PW Equip - ReprParts ELLIOTT AUTO SUPPLY CO, INC 69-520113 04/17/2024 20240510 -19.42 Invoice: 69-520113 -19.42 61061004 6530 PW Equip - ReprParts ELLIOTT AUTO SUPPLY CO, INC 69-520115 04/17/2024 20240510 -25.43 Invoice: 69-520115 -25.43 61061004 6530 PW Equip - ReprParts City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/09/2024 13:08User: MSchauerProgram 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 ELLIOTT AUTO SUPPLY CO, INC 69-520114 04/17/2024 20240510 -10.16 Invoice: 69-520114 -10.16 61061004 6530 PW Equip - ReprParts CHECK 495261 TOTAL: 131.62 495262 05/10/2024 PRTD 147181 FALLING BREWERY - BERGMAN LEDGE L E-14150 04/22/2024 20240510 492.00 Invoice: E-14150 492.00 5800 1354 Liquor BS - Inv Beer FALLING BREWERY - BERGMAN LEDGE L E-14147 04/22/2024 20240510 301.00 Invoice: E-14147 301.00 5800 1354 Liquor BS - Inv Beer FALLING BREWERY - BERGMAN LEDGE L E-14143 04/22/2024 20240510 240.00 Invoice: E-14143 240.00 5800 1356 Liquor BS - Inventory THC Bev CHECK 495262 TOTAL: 1,033.00 495263 05/10/2024 PRTD 103600 FERGUSON US HOLDINGS INC 0526761-1 04/15/2024 20240510 3,499.16 Invoice: 0526761-1 3,499.16 59059006 6406 Wat MtRead - SupOther CHECK 495263 TOTAL: 3,499.16 495264 05/10/2024 PRTD 135234 KELLEHER, KEVIN J 9887 04/22/2024 20240510 295.00 Invoice: 9887 295.00 13013000 6104 Pol Ad Gen - Conf&Schls CHECK 495264 TOTAL: 295.00 495265 05/10/2024 PRTD 161014 FIRST WESTERN BANK & TRUST 3407799 04/12/2024 20240510 709.27 Invoice: 3407799 Tennant Model T300 plus accessories 709.27 55055001 6216 Building/Grounds - Leases FIRST WESTERN BANK & TRUST 3409117 04/19/2024 20240510 106.39 Invoice: 3409117 106.39 55055001 6216 Building/Grounds - Leases CHECK 495265 TOTAL: 815.66 495266 05/10/2024 PRTD 142145 FISCHER BROS LLC 2029 04/10/2024 20240510 1,160.00 Invoice: 2029 Fabricate/install stainless steel slide brackets 1,160.00 53053001 6180 Operations - Rep&Maint FISCHER BROS LLC 2042 04/15/2024 20240510 7,850.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/09/2024 13:08User: MSchauerProgram 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: 2042 Aquatic Center-Slide mtce on APU 7,850.00 53053001 6180 Operations - Rep&Maint CHECK 495266 TOTAL: 9,010.00 495267 05/10/2024 PRTD 126444 KIRK STENSRUD ENTERPRISES INC 2315-55952 04/10/2024 20240510 990.00 Invoice: 2315-55952 990.00 E ENG98001.MISCELLAN .SERVICES . 40840801 6103 Faclt CP - Prof Svrs KIRK STENSRUD ENTERPRISES INC 2315-55953 04/11/2024 20240510 900.00 Invoice: 2315-55953 900.00 E ENG98001.MISCELLAN .SERVICES . 40840801 6103 Faclt CP - Prof Svrs CHECK 495267 TOTAL: 1,890.00 495268 05/10/2024 PRTD 105066 FITTING REFLECTIONS LLC 3381 04/11/2024 20240510 350.00 Invoice: 3381 350.00 59259208 6103 Stm Indian - Prof Svrs CHECK 495268 TOTAL: 350.00 495269 05/10/2024 PRTD 160718 US FLEET SOURCE CED-RU012043 04/29/2024 22300044 20240510 33,127.00 Invoice: CED-RU012043 2024 Hyundai Kona 33,127.00 42542502 6711 Inspct ER - CapVh&Equp CHECK 495269 TOTAL: 33,127.00 495270 05/10/2024 PRTD 130699 FLEETPRIDE INC 115935945 04/09/2024 20240510 579.16 Invoice: 115935945 579.16 61061004 6530 PW Equip - ReprParts CHECK 495270 TOTAL: 579.16 495271 05/10/2024 PRTD 102456 GALLS PARENT HOLDINGS LLC 027632947 04/11/2024 20240510 1,301.94 Invoice: 027632947 1,301.94 13013000 6203 Pol Ad Gen - Uniforms GALLS PARENT HOLDINGS LLC 027644728 04/12/2024 20240510 19.83 Invoice: 027644728 19.83 13013000 6203 Pol Ad Gen - Uniforms GALLS PARENT HOLDINGS LLC 027663981 04/15/2024 20240510 71.59 Invoice: 027663981 S/S Duty Shirt - Eckstein City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/09/2024 13:08User: MSchauerProgram 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 71.59 13013000 6203 Pol Ad Gen - Uniforms GALLS PARENT HOLDINGS LLC 027663994 04/15/2024 20240510 58.65 Invoice: 027663994 S/S Duty Shirt - Frederick 58.65 13013000 6203 Pol Ad Gen - Uniforms GALLS PARENT HOLDINGS LLC 027701812 04/18/2024 20240510 1.99 Invoice: 027701812 Badge/Name Tabs - Frederick 1.99 13013000 6203 Pol Ad Gen - Uniforms CHECK 495271 TOTAL: 1,454.00 495272 05/10/2024 PRTD 161012 THE GRAPHIC EDGE LLC 10240294 04/09/2024 20240510 335.71 Invoice: 10240294 335.71 17017002 6406 Fld Maint - SupOther CHECK 495272 TOTAL: 335.71 495273 05/10/2024 PRTD 101931 HANESBRANDS INC 42072380 04/16/2024 20240510 829.44 Invoice: 42072380 829.44 52005200 1356 Course BS - Inventory CHECK 495273 TOTAL: 829.44 495274 05/10/2024 PRTD 160589 FLYNN, KIM 1091 01/30/2024 20240510 91.00 Invoice: 1091 91.00 61061004 6180 PW Equip - Rep&Maint CHECK 495274 TOTAL: 91.00 495275 05/10/2024 PRTD 100781 MJ DONOVAN ENTERPRISES INC 156452 04/11/2024 20240510 90.00 Invoice: 156452 Black and Gold Edina Maltese 90.00 12012000 6103 Fire Gen - Prof Svrs CHECK 495275 TOTAL: 90.00 495276 05/10/2024 PRTD 101103 WW GRAINGER 9068012245 03/27/2024 20240510 16.16 Invoice: 9068012245 16.16 E P&R23210.MISCELLAN . . 40900000 6406 P&R CP - SupOther WW GRAINGER 9080513022 04/09/2024 20240510 66.64 Invoice: 9080513022 66.64 12012000 6180 Fire Gen - Rep&Maint WW GRAINGER 9082822181 04/11/2024 20240510 266.04 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/09/2024 13:08User: MSchauerProgram 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 Invoice: 9082822181 266.04 59059003 6406 Wat Distr - SupOther WW GRAINGER 9082608762 04/11/2024 20240510 129.08 Invoice: 9082608762 129.08 71071001 6180 Main Bldng - Rep&Maint WW GRAINGER 9086552255 04/15/2024 20240510 70.76 Invoice: 9086552255 70.76 17017002 6406 Fld Maint - SupOther WW GRAINGER 9087408978 04/16/2024 20240510 1,182.50 Invoice: 9087408978 1,182.50 14014007 6531 Trfc Safty - Sgns&Psts WW GRAINGER 9087053022 04/16/2024 20240510 -16.16 Invoice: 9087053022 Credit for returned item -16.16 E P&R23210.MISCELLAN . . 40900000 6406 P&R CP - SupOther CHECK 495276 TOTAL: 1,715.02 495277 05/10/2024 PRTD 129108 HAAG COMPANIES INC 2-313590 04/15/2024 20240510 102.00 Invoice: 2-313590 102.00 59259202 6543 Stm Gen - SodDirtMix HAAG COMPANIES INC 2-313632 04/15/2024 20240510 34.00 Invoice: 2-313632 34.00 17017000 6543 Prk Mnt Ad - SodDirtMix CHECK 495277 TOTAL: 136.00 495278 05/10/2024 PRTD 100790 HACH COMPANY 13991450 04/09/2024 20240510 164.68 Invoice: 13991450 164.68 59059005 6406 Wat Treat - SupOther HACH COMPANY 13991837 04/10/2024 20240510 612.50 Invoice: 13991837 612.50 59059005 6103 Wat Treat - Prof Svrs CHECK 495278 TOTAL: 777.18 495279 05/10/2024 PRTD 161041 HAGGARD BARREL BREWING COMPANY LL 1007 04/24/2024 20240510 170.00 Invoice: 1007 170.00 5800 1354 Liquor BS - Inv Beer HAGGARD BARREL BREWING COMPANY LL 1009 04/24/2024 20240510 170.00 Invoice: 1009 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/09/2024 13:08User: MSchauerProgram 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 170.00 5800 1354 Liquor BS - Inv Beer CHECK 495279 TOTAL: 340.00 495280 05/10/2024 PRTD 100797 HAWKINS INC 6734040 04/15/2024 20240510 12,011.08 Invoice: 6734040 12,011.08 59059005 6545 Wat Treat - Chemicals CHECK 495280 TOTAL: 12,011.08 495281 05/10/2024 PRTD 143563 HEADFLYER BREWING E-5904 04/17/2024 20240510 189.00 Invoice: E-5904 189.00 5800 1354 Liquor BS - Inv Beer CHECK 495281 TOTAL: 189.00 495282 05/10/2024 PRTD 103085 HENNEPIN COUNTY TREASURER City Tree Sale 04/2404/27/2024 20240510 4,505.00 Invoice: City Tree Sale 04/24 City tree sale 4,505.00 17017004 6541 Tree & Mnt - TrFlwShrb CHECK 495282 TOTAL: 4,505.00 495283 05/10/2024 PRTD 137677 HAMMEL GREEN AND ABRAHAMSON INC 249479 04/16/2024 20240510 15,088.04 Invoice: 249479 Edina Art Center Schematic Design 15,088.04 E P&R23300.PRELIM DES. . 40900000 6103 P&R CP - Prof Svrs HAMMEL GREEN AND ABRAHAMSON INC 249571 04/10/2024 20240510 6,450.00 Invoice: 249571 City Hall Roof and PV Replacement 6,450.00 E FAC24101.MISCELLAN . . 40840801 6713 Faclt CP - CapBldStrc HAMMEL GREEN AND ABRAHAMSON INC 249568 04/10/2024 20240510 22,396.72 Invoice: 249568 Professional Services Public W 22,396.72 E ENG23109.DESIGN&BID. . 40840801 6103 Faclt CP - Prof Svrs HAMMEL GREEN AND ABRAHAMSON INC 249600 04/10/2024 20240510 4,319.93 Invoice: 249600 Professional Services Election 4,319.93 E FAC17190.CONSTRUCTN. . 40840801 6710 Faclt CP - Cap Other HAMMEL GREEN AND ABRAHAMSON INC 249612 04/10/2024 20240510 4,071.76 Invoice: 249612 City Wide Solar Feasibility St City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/09/2024 13:08User: MSchauerProgram 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 4,071.76 E ENG23114.PRELIM DES.SERVICES . 25000000 6103 CAS - Prof Svrs CHECK 495283 TOTAL: 52,326.45 495284 05/10/2024 PRTD 160894 HKGI 023-063 - 2 04/12/2024 22300068 20240510 5,482.50 Invoice: 023-063 - 2 Zoning Audit 5,482.50 10510500 6103 Plan Gen - Prof Svrs CHECK 495284 TOTAL: 5,482.50 495285 05/10/2024 PRTD 104375 HOHENSTEINS INC 709346 04/23/2024 20240510 911.00 Invoice: 709346 911.00 5800 1356 Liquor BS - Inventory THC Bev HOHENSTEINS INC 709345 04/23/2024 20240510 655.60 Invoice: 709345 655.60 5800 1354 Liquor BS - Inv Beer HOHENSTEINS INC 709344 04/23/2024 20240510 -390.00 Invoice: 709344 RMA -390.00 5800 1354 Liquor BS - Inv Beer HOHENSTEINS INC 709348 04/23/2024 20240510 1,687.50 Invoice: 709348 1,687.50 5800 1356 Liquor BS - Inventory THC Bev HOHENSTEINS INC 709349 04/23/2024 20240510 207.00 Invoice: 709349 207.00 5800 1354 Liquor BS - Inv Beer HOHENSTEINS INC 709350 04/23/2024 20240510 81.00 Invoice: 709350 81.00 5800 1355 Liquor BS - Inv Misc HOHENSTEINS INC 710842 04/26/2024 20240510 615.00 Invoice: 710842 615.00 5800 1354 Liquor BS - Inv Beer HOHENSTEINS INC 710843 04/26/2024 20240510 201.00 Invoice: 710843 201.00 5800 1355 Liquor BS - Inv Misc CHECK 495285 TOTAL: 3,968.10 495286 05/10/2024 PRTD 100417 HORIZON CHEMICAL CO INV66785 04/16/2024 20240510 951.76 Invoice: INV66785 Chlorine, acid 951.76 54054001 6545 Operations - Chemicals City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/09/2024 13:08User: MSchauerProgram 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 495286 TOTAL: 951.76 495287 05/10/2024 PRTD 116680 HP INC 9018482330 04/12/2024 22400045 20240510 11,808.70 Invoice: 9018482330 Firefly 16 Repl Laptop order 11,808.70 62062000 6409 I.T. Gen - SupComp HP INC 9018527155 04/23/2024 22400045 20240510 1,049.10 Invoice: 9018527155 Laptop chargers 1,049.10 62062000 6409 I.T. Gen - SupComp CHECK 495287 TOTAL: 12,857.80 495288 05/10/2024 PRTD 119857 ICMA 2024 DUES-190781 04/18/2024 20240510 1,200.00 Invoice: 2024 DUES-190781 City Manager ICMA dues 1,200.00 10110100 6105 Admin Gen - Dues&Sub CHECK 495288 TOTAL: 1,200.00 495289 05/10/2024 PRTD 146427 LUCID BREWING LLC 18292 04/24/2024 20240510 153.00 Invoice: 18292 153.00 5800 1354 Liquor BS - Inv Beer LUCID BREWING LLC 18288 04/24/2024 20240510 195.00 Invoice: 18288 195.00 5800 1354 Liquor BS - Inv Beer CHECK 495289 TOTAL: 348.00 495290 05/10/2024 PRTD 131548 INNOVATIVE OFFICE SOLUTIONS LLC IN4512434 04/11/2024 20240510 196.29 Invoice: IN4512434 196.29 71071001 6511 Main Bldng - SupCustod CHECK 495290 TOTAL: 196.29 495291 05/10/2024 PRTD 160653 INSIGHT BREWING COMPANY LLC 14306 04/24/2024 20240510 565.00 Invoice: 14306 565.00 5800 1356 Liquor BS - Inventory THC Bev INSIGHT BREWING COMPANY LLC 14334 04/25/2024 20240510 454.50 Invoice: 14334 454.50 5800 1354 Liquor BS - Inv Beer INSIGHT BREWING COMPANY LLC 14308 04/24/2024 20240510 240.00 Invoice: 14308 240.00 5800 1356 Liquor BS - Inventory THC Bev City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/09/2024 13:08User: MSchauerProgram 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 INSIGHT BREWING COMPANY LLC 14307 04/24/2024 20240510 187.65 Invoice: 14307 187.65 5800 1354 Liquor BS - Inv Beer INSIGHT BREWING COMPANY LLC 14304 04/24/2024 20240510 294.05 Invoice: 14304 294.05 5800 1354 Liquor BS - Inv Beer CHECK 495291 TOTAL: 1,741.20 495292 05/10/2024 PRTD 160597 INTERNATIONAL SECURITY PRODUCTS 150682 04/10/2024 20240510 319.03 Invoice: 150682 319.03 17017006 6406 Bldg Maint - SupOther CHECK 495292 TOTAL: 319.03 495293 05/10/2024 PRTD 103193 INTOXIMETERS INC 759186 04/24/2024 20240510 226.10 Invoice: 759186 226.10 13013000 6180 Pol Ad Gen - Rep&Maint CHECK 495293 TOTAL: 226.10 495294 05/10/2024 PRTD 150898 INVICTUS BREWING INC 8434 04/26/2024 20240510 150.00 Invoice: 8434 150.00 5800 1354 Liquor BS - Inv Beer CHECK 495294 TOTAL: 150.00 495295 05/10/2024 PRTD 100828 JERRY'S ENTERPRISES INC Statement 04/24 04/25/2024 20240510 14.23 Invoice: Statement 04/24 Acct: 252162 13.44 63063000 6406 City Hall - SupOther 6.11 14014001 6406 Gen Mntce - SupOther 50.49 14014001 6406 Gen Mntce - SupOther 45.87 13013000 6406 Pol Ad Gen - SupOther -101.68 14014001 6406 Gen Mntce - SupOther JERRY'S ENTERPRISES INC Elec-04/2024 04/25/2024 20240510 90.98 Invoice: Elec-04/2024 Acct: 252162 Job: 4 11.37 12012000 6180 Fire Gen - Rep&Maint 69.27 15415400 6556 Elec Gen - Tool&Acces 10.34 12012000 6180 Fire Gen - Rep&Maint JERRY'S ENTERPRISES INC EQUIP OPS-04/2024 04/25/2024 20240510 102.53 Invoice: EQUIP OPS-04/2024 Acct: 252162 Job:5 102.53 61061004 6406 PW Equip - SupOther City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/09/2024 13:08User: MSchauerProgram 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 495295 TOTAL: 207.74 495296 05/10/2024 PRTD 143537 JIRIK SOD FARM 53167 04/22/2024 20240510 -120.00 Invoice: 53167 -120.00 52052000 6543 Golf Gen - SodDirtMix JIRIK SOD FARM 53172 04/22/2024 20240510 2,259.03 Invoice: 53172 2,259.03 52052000 6543 Golf Gen - SodDirtMix CHECK 495296 TOTAL: 2,139.03 495297 05/10/2024 PRTD 100835 ARTISAN BEER COMPANY 3676463 04/25/2024 20240510 1,005.90 Invoice: 3676463 1,005.90 5800 1356 Liquor BS - Inventory THC Bev ARTISAN BEER COMPANY 3676464 04/25/2024 20240510 1,970.60 Invoice: 3676464 1,970.60 5800 1354 Liquor BS - Inv Beer ARTISAN BEER COMPANY 3676458 04/25/2024 20240510 72.30 Invoice: 3676458 72.30 5800 1355 Liquor BS - Inv Misc ARTISAN BEER COMPANY 3676459 04/25/2024 20240510 913.75 Invoice: 3676459 913.75 5800 1356 Liquor BS - Inventory THC Bev ARTISAN BEER COMPANY 3676457 04/25/2024 20240510 649.95 Invoice: 3676457 649.95 5800 1354 Liquor BS - Inv Beer ARTISAN BEER COMPANY 3676462 04/25/2024 20240510 1,974.00 Invoice: 3676462 1,974.00 5800 1354 Liquor BS - Inv Beer ARTISAN BEER COMPANY 3676461 04/24/2024 20240510 669.00 Invoice: 3676461 669.00 5800 1356 Liquor BS - Inventory THC Bev ARTISAN BEER COMPANY 3676460 04/25/2024 20240510 67.60 Invoice: 3676460 67.60 5800 1355 Liquor BS - Inv Misc ARTISAN BEER COMPANY 3671489 04/04/2024 20240510 101.40 Invoice: 3671489 101.40 5800 1355 Liquor BS - Inv Misc City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/09/2024 13:08User: MSchauerProgram 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 CHECK 495297 TOTAL: 7,424.50 495298 05/10/2024 PRTD 100835 PHILLIPS WINE & SPIRITS 6773505 04/25/2024 20240510 1,012.30 Invoice: 6773505 14.00 58258201 5512 Grnd Sell - CGS Liq 998.30 5800 1352 Liquor BS - Inv Liq PHILLIPS WINE & SPIRITS 6773501 04/25/2024 20240510 271.40 Invoice: 6773501 1.40 58258201 5512 Grnd Sell - CGS Liq 270.00 5800 1352 Liquor BS - Inv Liq PHILLIPS WINE & SPIRITS 6773504 04/25/2024 20240510 1,312.75 Invoice: 6773504 15.40 58258201 5513 Grnd Sell - CGS Wine 1,297.35 5800 1353 Liquor BS - Inv Wine PHILLIPS WINE & SPIRITS 6773503 04/25/2024 20240510 637.70 Invoice: 6773503 18.20 58058001 5513 50th Sell - CGS Wine 619.50 5800 1353 Liquor BS - Inv Wine PHILLIPS WINE & SPIRITS 6773500 04/25/2024 20240510 140.35 Invoice: 6773500 .70 58058001 5512 50th Sell - CGS Liq 139.65 5800 1352 Liquor BS - Inv Liq PHILLIPS WINE & SPIRITS 6773502 04/25/2024 20240510 288.35 Invoice: 6773502 2.80 58058001 5512 50th Sell - CGS Liq 285.55 5800 1352 Liquor BS - Inv Liq PHILLIPS WINE & SPIRITS 6773506 04/25/2024 20240510 1,380.08 Invoice: 6773506 18.20 58158101 5512 Sthdl Sell - CGS Liq 1,361.88 5800 1352 Liquor BS - Inv Liq PHILLIPS WINE & SPIRITS 6773507 04/25/2024 20240510 498.70 Invoice: 6773507 18.20 58158101 5513 Sthdl Sell - CGS Wine 480.50 5800 1353 Liquor BS - Inv Wine PHILLIPS WINE & SPIRITS 6762876 04/04/2024 20240510 160.80 Invoice: 6762876 4.20 58058001 5515 50th Sell - CGS Other 156.60 5800 1355 Liquor BS - Inv Misc CHECK 495298 TOTAL: 5,702.43 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/09/2024 13:08User: MSchauerProgram 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 495299 05/10/2024 PRTD 100835 WINE MERCHANTS 7470426 04/25/2024 20240510 775.00 Invoice: 7470426 7.00 58258201 5513 Grnd Sell - CGS Wine 768.00 5800 1353 Liquor BS - Inv Wine WINE MERCHANTS 7470424 04/25/2024 20240510 966.38 Invoice: 7470424 8.40 58058001 5513 50th Sell - CGS Wine 957.98 5800 1353 Liquor BS - Inv Wine WINE MERCHANTS 7470425 04/25/2024 20240510 600.60 Invoice: 7470425 5.60 58158101 5513 Sthdl Sell - CGS Wine 595.00 5800 1353 Liquor BS - Inv Wine CHECK 495299 TOTAL: 2,341.98 495300 05/10/2024 PRTD 100835 JOHNSON BROTHERS LIQUOR CO 2527865 04/25/2024 20240510 38.40 Invoice: 2527865 1.40 58258201 5515 Grnd Sell - CGS Other 37.00 5800 1355 Liquor BS - Inv Misc JOHNSON BROTHERS LIQUOR CO 2527871 04/25/2024 20240510 1,315.50 Invoice: 2527871 15.40 58258201 5512 Grnd Sell - CGS Liq 1,300.10 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2527874 04/25/2024 20240510 2,887.23 Invoice: 2527874 22.40 58258201 5512 Grnd Sell - CGS Liq 2,864.83 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2527880 04/25/2024 20240510 129.40 Invoice: 2527880 1.40 58258201 5512 Grnd Sell - CGS Liq 128.00 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2527887 04/24/2024 20240510 101.80 Invoice: 2527887 2.80 58258201 5512 Grnd Sell - CGS Liq 99.00 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2527870 04/25/2024 20240510 1,548.42 Invoice: 2527870 15.40 58258201 5513 Grnd Sell - CGS Wine 1,533.02 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 2527886 04/25/2024 20240510 1,072.20 Invoice: 2527886 32.20 58258201 5513 Grnd Sell - CGS Wine City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/09/2024 13:08User: MSchauerProgram 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 1,040.00 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 2527879 04/25/2024 20240510 361.60 Invoice: 2527879 5.60 58258201 5513 Grnd Sell - CGS Wine 356.00 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 2527866 04/25/2024 20240510 474.02 Invoice: 2527866 4.20 58058001 5513 50th Sell - CGS Wine 469.82 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 2527882 04/25/2024 20240510 681.60 Invoice: 2527882 19.60 58058001 5513 50th Sell - CGS Wine 662.00 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 2527876 04/25/2024 20240510 196.20 Invoice: 2527876 4.20 58058001 5513 50th Sell - CGS Wine 192.00 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 2527867 04/25/2024 20240510 741.53 Invoice: 2527867 5.60 58058001 5512 50th Sell - CGS Liq 735.93 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2527872 04/25/2024 20240510 2,044.20 Invoice: 2527872 14.00 58058001 5512 50th Sell - CGS Liq 2,030.20 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2527881 04/25/2024 20240510 110.80 Invoice: 2527881 2.80 58058001 5512 50th Sell - CGS Liq 108.00 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2527873 04/25/2024 20240510 4,952.85 Invoice: 2527873 33.60 58158101 5512 Sthdl Sell - CGS Liq 4,919.25 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2527869 04/25/2024 20240510 559.15 Invoice: 2527869 7.00 58158101 5512 Sthdl Sell - CGS Liq 552.15 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2527884 04/25/2024 20240510 594.00 Invoice: 2527884 14.00 58158101 5512 Sthdl Sell - CGS Liq 580.00 5800 1352 Liquor BS - Inv Liq City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/09/2024 13:08User: MSchauerProgram 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 JOHNSON BROTHERS LIQUOR CO 2527875 04/25/2024 20240510 587.20 Invoice: 2527875 11.20 58158101 5513 Sthdl Sell - CGS Wine 576.00 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 2527877 04/25/2024 20240510 432.40 Invoice: 2527877 8.40 58158101 5513 Sthdl Sell - CGS Wine 424.00 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 2527868 04/25/2024 20240510 280.20 Invoice: 2527868 4.20 58158101 5513 Sthdl Sell - CGS Wine 276.00 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 2527883 04/25/2024 20240510 1,179.80 Invoice: 2527883 37.80 58158101 5513 Sthdl Sell - CGS Wine 1,142.00 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 2527878 04/25/2024 20240510 263.20 Invoice: 2527878 4.20 58158101 5512 Sthdl Sell - CGS Liq 259.00 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2527885 04/25/2024 20240510 33.40 Invoice: 2527885 1.40 58158101 5515 Sthdl Sell - CGS Other 32.00 5800 1355 Liquor BS - Inv Misc JOHNSON BROTHERS LIQUOR CO 2514417 04/04/2024 20240510 66.80 Invoice: 2514417 2.80 58058001 5515 50th Sell - CGS Other 64.00 5800 1355 Liquor BS - Inv Misc CHECK 495300 TOTAL: 20,651.90 495301 05/10/2024 PRTD 141864 JOSEPH E JOHNSON & SONS CONSTRUCT 1344 04/08/2024 20240510 8,000.00 Invoice: 1344 Braemar Arena-Dome Take Down 8,000.00 56056001 6230 Bldg/Grnds - SrvCntrcts CHECK 495301 TOTAL: 8,000.00 495302 05/10/2024 PRTD 160737 WEYAND COMPANIES LLC 001063 04/10/2024 20240510 109.00 Invoice: 001063 109.00 61061005 6180 Police Eq - Rep&Maint CHECK 495302 TOTAL: 109.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/09/2024 13:08User: MSchauerProgram 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 495303 05/10/2024 PRTD 130472 KW SPECIALTY SERVICES, LLC 5630 04/12/2024 20240510 580.00 Invoice: 5630 580.00 E FIN21900.MISCELLAN . . 10810801 6713 Fin Other - CapBldStrc CHECK 495303 TOTAL: 580.00 495304 05/10/2024 PRTD 143544 TANK, ALICE K 77 04/30/2024 20240510 1,818.75 Invoice: 77 Jan.-June 2024 The Time Ad Sales 1,818.75 16116103 4317 Senior Cen - Adv Sales TANK, ALICE K 78 04/30/2024 20240510 6,750.00 Invoice: 78 Braemar golf cart GPS ad sales (up to 4/30/24) 6,750.00 52052000 6122 Golf Gen - AdvOther CHECK 495304 TOTAL: 8,568.75 495305 05/10/2024 PRTD 100852 LAWSON PRODUCTS INC 9311451301 04/11/2024 20240510 346.00 Invoice: 9311451301 346.00 61061004 6530 PW Equip - ReprParts LAWSON PRODUCTS INC 9311455115 04/12/2024 20240510 77.13 Invoice: 9311455115 77.13 61061004 6530 PW Equip - ReprParts LAWSON PRODUCTS INC 9311457343 04/14/2024 20240510 493.01 Invoice: 9311457343 493.01 61061004 6530 PW Equip - ReprParts CHECK 495305 TOTAL: 916.14 495306 05/10/2024 PRTD 101552 LEAGUE OF MINNESOTA CITIES 22507 05/01/2024 20240510 30.82 Invoice: 22507 WC Dominic Hadzima 30.82 60060001 6045 Work Comp - Work Comp LEAGUE OF MINNESOTA CITIES 22513 05/01/2024 20240510 13.60 Invoice: 22513 WC David Lindman 13.60 60060001 6045 Work Comp - Work Comp LEAGUE OF MINNESOTA CITIES 22521 05/01/2024 20240510 295.13 Invoice: 22521 WC Frederick Schwartz 295.13 60060001 6045 Work Comp - Work Comp LEAGUE OF MINNESOTA CITIES 22525 05/01/2024 20240510 414.93 Invoice: 22525 WC Travis Iverson 414.93 60060001 6045 Work Comp - Work Comp City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/09/2024 13:08User: MSchauerProgram 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 LEAGUE OF MINNESOTA CITIES 22560 05/01/2024 20240510 214.93 Invoice: 22560 WC James Peluf 214.93 60060001 6045 Work Comp - Work Comp LEAGUE OF MINNESOTA CITIES 22592 05/01/2024 20240510 15.99 Invoice: 22592 WC Anthony Woldsness 15.99 60060001 6045 Work Comp - Work Comp LEAGUE OF MINNESOTA CITIES 22541 05/01/2024 20240510 216.66 Invoice: 22541 WC Brandon Kuske 216.66 60060001 6045 Work Comp - Work Comp LEAGUE OF MINNESOTA CITIES 22562 05/01/2024 20240510 718.37 Invoice: 22562 WC Anna Frnka 718.37 60060001 6045 Work Comp - Work Comp LEAGUE OF MINNESOTA CITIES 22633 05/01/2024 20240510 134.19 Invoice: 22633 WC Braden Kohl 134.19 60060001 6045 Work Comp - Work Comp CHECK 495306 TOTAL: 2,054.62 495307 05/10/2024 PRTD 103217 LHB INC 220556.00-17 04/11/2024 20240510 798.25 Invoice: 220556.00-17 Sustainable Buildings Policy S 798.25 25000000 6102 CAS - Contr Svrs CHECK 495307 TOTAL: 798.25 495308 05/10/2024 PRTD 135867 LIBATION PROJECT 70885 04/23/2024 20240510 464.12 Invoice: 70885 8.00 58258201 5513 Grnd Sell - CGS Wine 456.12 5800 1353 Liquor BS - Inv Wine LIBATION PROJECT 70886 04/23/2024 20240510 164.00 Invoice: 70886 2.00 58158101 5512 Sthdl Sell - CGS Liq 162.00 5800 1352 Liquor BS - Inv Liq LIBATION PROJECT 70887 04/23/2024 20240510 130.04 Invoice: 70887 2.00 58158101 5513 Sthdl Sell - CGS Wine 128.04 5800 1353 Liquor BS - Inv Wine LIBATION PROJECT 70888 04/23/2024 20240510 170.00 Invoice: 70888 2.00 58058001 5513 50th Sell - CGS Wine 168.00 5800 1353 Liquor BS - Inv Wine City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/09/2024 13:08User: MSchauerProgram 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 495308 TOTAL: 928.16 495309 05/10/2024 PRTD 160779 NORTH CO 3888 04/18/2024 20240510 980.00 Invoice: 3888 No Mow May Ad 980.00 25000000 6122 CAS - AdvOther CHECK 495309 TOTAL: 980.00 495310 05/10/2024 PRTD 160548 LUCE LINE BREWING CO LLC E-2438 04/25/2024 20240510 402.00 Invoice: E-2438 402.00 5800 1356 Liquor BS - Inventory THC Bev LUCE LINE BREWING CO LLC E-2439 04/26/2024 20240510 130.00 Invoice: E-2439 130.00 5800 1354 Liquor BS - Inv Beer CHECK 495310 TOTAL: 532.00 495311 05/10/2024 PRTD 141916 LUPULIN BREWING COMPANY 60071 04/23/2024 20240510 900.00 Invoice: 60071 900.00 5800 1356 Liquor BS - Inventory THC Bev LUPULIN BREWING COMPANY 60070 04/23/2024 20240510 270.00 Invoice: 60070 270.00 5800 1356 Liquor BS - Inventory THC Bev CHECK 495311 TOTAL: 1,170.00 495312 05/10/2024 PRTD 161052 BLH MOTORS LLC 5NMP2DG19RH000414 05/09/2024 22400055 20240510 39,730.00 Invoice: 5NMP2DG19RH000414 Hyundai Santa Fe Hybrid Replacement Vehicle 39,730.00 E POL22500.MISCELLAN .EQUIPMENT . 42600000 6711 Police ER - CapVh&Equp CHECK 495312 TOTAL: 39,730.00 495313 05/10/2024 PRTD 160297 MARIE RIDGEWAY LICSW LLC 2706 04/30/2024 20240510 450.00 Invoice: 2706 450.00 13013000 6175 Pol Ad Gen - EmpExams CHECK 495313 TOTAL: 450.00 495314 05/10/2024 PRTD 141215 MAVERICK WINE LLC INV1226857 04/24/2024 20240510 581.88 Invoice: INV1226857 6.00 58158101 5513 Sthdl Sell - CGS Wine 575.88 5800 1353 Liquor BS - Inv Wine City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/09/2024 13:08User: MSchauerProgram 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 MAVERICK WINE LLC INV1226848 04/24/2024 20240510 281.52 Invoice: INV1226848 1.50 58258201 5512 Grnd Sell - CGS Liq 280.02 5800 1352 Liquor BS - Inv Liq MAVERICK WINE LLC INV1226854 04/24/2024 20240510 587.58 Invoice: INV1226854 7.50 58258201 5513 Grnd Sell - CGS Wine 580.08 5800 1353 Liquor BS - Inv Wine MAVERICK WINE LLC INV1226883/1226870 04/24/2024 20240510 2,131.50 Invoice: INV1226883/1226870 31.50 58058001 5513 50th Sell - CGS Wine 2,100.00 5800 1353 Liquor BS - Inv Wine CHECK 495314 TOTAL: 3,582.48 495315 05/10/2024 PRTD 105603 MEDICINE LAKE TOURS 04-14-2024 04/14/2024 20240510 1,292.00 Invoice: 04-14-2024 MIA Day Trip 1,292.00 16116103 6103 Senior Cen - Prof Svrs MEDICINE LAKE TOURS 04-29-2024 04/29/2024 20240510 756.00 Invoice: 04-29-2024 MN State Capitol Trip 756.00 16116103 6103 Senior Cen - Prof Svrs CHECK 495315 TOTAL: 2,048.00 495316 05/10/2024 PRTD 146040 MEGA BEER LLC IN-10393 04/24/2024 20240510 427.25 Invoice: IN-10393 427.25 5800 1354 Liquor BS - Inv Beer CHECK 495316 TOTAL: 427.25 495317 05/10/2024 PRTD 101483 MENARDS 1977 04/16/2024 20240510 92.35 Invoice: 1977 92.35 17017006 6406 Bldg Maint - SupOther MENARDS 1942 04/16/2024 20240510 38.98 Invoice: 1942 38.98 12012000 6180 Fire Gen - Rep&Maint MENARDS 84320-2024 04/16/2024 20240510 34.83 Invoice: 84320-2024 34.83 54054001 6511 Operations - SupCustod CHECK 495317 TOTAL: 166.16 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/09/2024 13:08User: MSchauerProgram 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 495318 05/10/2024 PRTD 101483 MENARDS 1603 04/10/2024 20240510 86.91 Invoice: 1603 86.91 17017006 6406 Bldg Maint - SupOther MENARDS 1876 04/15/2024 20240510 20.97 Invoice: 1876 20.97 52052000 6406 Golf Gen - SupOther MENARDS 1940 04/16/2024 20240510 88.78 Invoice: 1940 88.78 52052005 6406 Clubhouse - SupOther CHECK 495318 TOTAL: 196.66 495319 05/10/2024 PRTD 134067 METRO BLOOMS 239 04/18/2024 20240510 1,625.00 Invoice: 239 1,625.00 E ENG21056.MISCELLAN . . 59259205 6103 Stm EngSrv - Prof Svrs CHECK 495319 TOTAL: 1,625.00 495320 05/10/2024 PRTD 100885 METRO SALES INC INV2489618 04/09/2024 20240510 4,994.69 Invoice: INV2489618 Usage Coverage Period:12/24/23-3/23/24 4,994.69 62062000 6230 I.T. Gen - SrvCntrcts CHECK 495320 TOTAL: 4,994.69 495321 05/10/2024 PRTD 101161 MIDWEST CHEMICAL SUPPLY INC 46001 04/10/2024 20240510 239.61 Invoice: 46001 239.61 63063000 6511 City Hall - SupCustod CHECK 495321 TOTAL: 239.61 495322 05/10/2024 PRTD 127062 MINNEHAHA BUILDING MAINTENANCE IN 180258663 04/14/2024 20240510 6.41 Invoice: 180258663 6.41 58058000 6162 50th AdGe - CustodSvs MINNEHAHA BUILDING MAINTENANCE IN 180258664 04/14/2024 20240510 24.58 Invoice: 180258664 24.58 58158100 6162 Sthdl AdGe - CustodSvs MINNEHAHA BUILDING MAINTENANCE IN 180258665 04/14/2024 20240510 18.17 Invoice: 180258665 18.17 58258200 6162 Grnd AdGe - CustodSvs City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/09/2024 13:08User: MSchauerProgram ID: apcshdsb Page 37 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC CHECK 495322 TOTAL: 49.16 495323 05/10/2024 PRTD 128914 BJKK DEVELOPMENT 36143 04/11/2024 20240510 614.50 Invoice: 36143 Utility Bill Stuffers 614.50 25000000 6122 CAS - AdvOther CHECK 495323 TOTAL: 614.50 495324 05/10/2024 PRTD 160669 MIZUNO USA INC 8452493 RI 04/09/2024 20240510 882.72 Invoice: 8452493 RI 856.80 52005200 1356 Course BS - Inventory 25.92 52052006 5510 Ret Sales - CGS CHECK 495324 TOTAL: 882.72 495325 05/10/2024 PRTD 160279 MNCCC - MINNESOTA COUNTRIES COMPU 2404126 04/15/2024 20240510 315.00 Invoice: 2404126 Carl - Training 315.00 62062000 6104 I.T. Gen - Conf&Schls CHECK 495325 TOTAL: 315.00 495326 05/10/2024 PRTD 138171 MOBOTREX INC 273044 04/10/2024 20240510 1,568.00 Invoice: 273044 1,568.00 15415403 6180 Trfc Signl - Rep&Maint CHECK 495326 TOTAL: 1,568.00 495327 05/10/2024 PRTD 140955 MODIST BREWING LLC E-50109 04/23/2024 20240510 246.00 Invoice: E-50109 246.00 5800 1354 Liquor BS - Inv Beer MODIST BREWING LLC E-50224 04/26/2024 20240510 540.00 Invoice: E-50224 540.00 5800 1354 Liquor BS - Inv Beer MODIST BREWING LLC E-50225 04/26/2024 20240510 1,013.40 Invoice: E-50225 1,013.40 5800 1356 Liquor BS - Inventory THC Bev CHECK 495327 TOTAL: 1,799.40 495328 05/10/2024 PRTD 100906 MTI DISTRIBUTING INC 1423405 04/09/2024 20240510 433.47 Invoice: 1423405 433.47 52052000 6406 Golf Gen - SupOther MTI DISTRIBUTING INC 1423986-00 04/12/2024 20240510 107.22 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/09/2024 13:08User: MSchauerProgram 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 Invoice: 1423986-00 107.22 61061004 6530 PW Equip - ReprParts MTI DISTRIBUTING INC 1423986-01 04/15/2024 20240510 1,329.06 Invoice: 1423986-01 1,329.06 17017001 6406 Mowing - SupOther CHECK 495328 TOTAL: 1,869.75 495329 05/10/2024 PRTD 161043 NATIONAL BUSINESS FURNITURE ZK237913-TDQ 04/16/2024 20240510 2,191.32 Invoice: ZK237913-TDQ Buffet Credenza 2,191.32 12012000 6513 Fire Gen - SupOffice CHECK 495329 TOTAL: 2,191.32 495330 05/10/2024 PRTD 100076 NEW FRANCE WINE CO 221956 04/24/2024 20240510 447.50 Invoice: 221956 7.50 58158101 5513 Sthdl Sell - CGS Wine 440.00 5800 1353 Liquor BS - Inv Wine NEW FRANCE WINE CO 221955 04/24/2024 20240510 470.00 Invoice: 221955 10.00 58058001 5513 50th Sell - CGS Wine 460.00 5800 1353 Liquor BS - Inv Wine NEW FRANCE WINE CO 221954 04/24/2024 20240510 1,144.00 Invoice: 221954 20.00 58258201 5513 Grnd Sell - CGS Wine 1,124.00 5800 1353 Liquor BS - Inv Wine CHECK 495330 TOTAL: 2,061.50 495331 05/10/2024 PRTD 142201 NLSC PRODUCTS INC 133186 04/12/2024 20240510 120.00 Invoice: 133186 120.00 12012000 6180 Fire Gen - Rep&Maint CHECK 495331 TOTAL: 120.00 495332 05/10/2024 PRTD 104232 NORTHERN SAFETY TECHNOLOGY INC 57520 04/11/2024 20240510 595.08 Invoice: 57520 595.08 61061004 6530 PW Equip - ReprParts CHECK 495332 TOTAL: 595.08 495333 05/10/2024 PRTD 160426 NOVACARE REHABILITATION 847516675 04/18/2024 20240510 185.00 Invoice: 847516675 PD Pre-Employment Agility Exam 185.00 10910900 6175 HR Gen - EmpExams City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/09/2024 13:08User: MSchauerProgram 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 495333 TOTAL: 185.00 495334 05/10/2024 PRTD 999995 Bollig & Sons ED203458-Refund 04/05/2024 20240510 2,500.00 Invoice: ED203458-Refund ED203458-5305 Mirror Lakes Dr 2,500.00 1000 2064 GF Bal Sh - BldgEscrow CHECK 495334 TOTAL: 2,500.00 495335 05/10/2024 PRTD 999995 City Homes LLC ED187385-Refund 05/01/2024 20240510 9,450.00 Invoice: ED187385-Refund ED187385-6117 Blake Cir 9,450.00 1000 2064 GF Bal Sh - BldgEscrow CHECK 495335 TOTAL: 9,450.00 495336 05/10/2024 PRTD 999995 North Anoka Plumbing ED210220 REFUND 04/15/2024 20240510 715.60 Invoice: ED210220 REFUND ED210220-Woodbury Park Near Lake Harriet 715.60 12100000 4112 Build Insp - Perm Plmbg CHECK 495336 TOTAL: 715.60 495337 05/10/2024 PRTD 999995 STATUS CONTRACTING INC ED208375-Refund 04/19/2024 20240510 175.76 Invoice: ED208375-Refund ED208375 7336 Cornelia Dr 175.76 12100000 4111 Build Insp - Perm Bldg CHECK 495337 TOTAL: 175.76 495338 05/10/2024 PRTD 999995 STATUS CONTRACTING INC ED208374-Refund 04/19/2024 20240510 175.76 Invoice: ED208374-Refund ED208374 7334 Cornelia Dr 175.76 12100000 4111 Build Insp - Perm Bldg CHECK 495338 TOTAL: 175.76 495339 05/10/2024 PRTD 999995 STONEWOOD LLC ED199992-Refund 04/05/2024 20240510 2,500.00 Invoice: ED199992-Refund ED199992-5525 Mirror Lakes Dr 2,500.00 1000 2064 GF Bal Sh - BldgEscrow CHECK 495339 TOTAL: 2,500.00 495340 05/10/2024 PRTD 999995 Stonewood LLC ED201817-Refund 04/05/2024 20240510 2,500.00 Invoice: ED201817-Refund ED201817-4920 Sunnyslope Rd E 2,500.00 1000 2064 GF Bal Sh - BldgEscrow City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/09/2024 13:08User: MSchauerProgram 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 495340 TOTAL: 2,500.00 495341 05/10/2024 PRTD 999995 Sustainable 9 Design and Build ED200374-Refund 04/05/2024 20240510 2,500.00 Invoice: ED200374-Refund ED200374-4002 Sunnyside Rd 2,500.00 1000 2064 GF Bal Sh - BldgEscrow CHECK 495341 TOTAL: 2,500.00 495342 05/10/2024 PRTD 999995 Traditions By Donnay Homes ED211061-Refund 04/08/2024 20240510 2,500.00 Invoice: ED211061-Refund ED211061-6021 Concord Ave 2,500.00 1000 2064 GF Bal Sh - BldgEscrow CHECK 495342 TOTAL: 2,500.00 495343 05/10/2024 PRTD 999994 Hearth & Home Technologies ED198890-Refund 04/26/2024 20240510 162.14 Invoice: ED198890-Refund ED198890-5425 York Ave S 162.14 12100000 4115 Build Insp - Perm Mech Hearth & Home Technologies ED202297-Refund 04/26/2024 20240510 205.38 Invoice: ED202297-Refund ED202297-6616 Iroquois Tr 205.38 12100000 4115 Build Insp - Perm Mech Hearth & Home Technologies ED198422-Refund 04/26/2024 20240510 182.52 Invoice: ED198422-Refund ED202297-6927 Mark Terrace Cir 182.52 12100000 4115 Build Insp - Perm Mech Hearth & Home Technologies ED185352-Refund 04/26/2024 20240510 147.23 Invoice: ED185352-Refund ED185352-7466 Cahill Rd 147.23 12100000 4115 Build Insp - Perm Mech Hearth & Home Technologies ED176922-Refund 04/26/2024 20240510 157.90 Invoice: ED176922-Refund ED176922-5904 St Johns Ave 157.90 12100000 4115 Build Insp - Perm Mech CHECK 495343 TOTAL: 855.17 495344 05/10/2024 PRTD 999994 Dean’s Home Services ED212859-Refund 04/25/2024 20240510 47.00 Invoice: ED212859-Refund ED212859-5808 Ashcroft Ave 47.00 12100000 4112 Build Insp - Perm Plmbg CHECK 495344 TOTAL: 47.00 495345 05/10/2024 PRTD 999994 Hardscape Construction Inc ED212922-Refund 04/30/2024 20240510 240.08 Invoice: ED212922-Refund ED212922-6925 Moccasin Valley Rd 240.08 12100000 4111 Build Insp - Perm Bldg City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/09/2024 13:08User: MSchauerProgram 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 495345 TOTAL: 240.08 495346 05/10/2024 PRTD 999994 JBT Blacktopping ED212443-Refund 04/26/2024 20240510 125.00 Invoice: ED212443-Refund ED212443-4910 77th St W 125.00 12100000 4111 Build Insp - Perm Bldg CHECK 495346 TOTAL: 125.00 495347 05/10/2024 PRTD 999994 Mearon, Donte 04-22-24 04/22/2024 20240510 500.00 Invoice: 04-22-24 Art Grant-Community Printmaking Demonstration 500.00 16216200 6103 Public Art - Prof Svrs CHECK 495347 TOTAL: 500.00 495348 05/10/2024 PRTD 999996 Korsten, Joyce 313691-Refund 04/29/2024 20240510 242.26 Invoice: 313691-Refund Braemar Golf Member Refund 242.26 52005200 2015 Course BS - Refund Pay CHECK 495348 TOTAL: 242.26 495349 05/10/2024 PRTD 999997 CARSON, CARRIEANN 108317 05/01/2024 20240510 384.24 Invoice: 108317 UB 0111869005 6212 CHOWEN 384.24 59005900 1211 Wat BS - Accts Rec CHECK 495349 TOTAL: 384.24 495350 05/10/2024 PRTD 101659 ORKIN 260365691 04/15/2024 20240510 32.10 Invoice: 260365691 32.10 15515500 6102 Faclt Gen - Contr Svrs ORKIN 260365234 04/15/2024 20240510 26.28 Invoice: 260365234 26.28 E ENG98002.MISCELLAN .SERVICES . 40840801 6103 Faclt CP - Prof Svrs ORKIN 260365724 04/15/2024 20240510 30.00 Invoice: 260365724 30.00 15515500 6102 Faclt Gen - Contr Svrs ORKIN 260365367 04/15/2024 20240510 149.47 Invoice: 260365367 149.47 15515500 6102 Faclt Gen - Contr Svrs ORKIN 260364790 04/18/2024 20240510 2.14 Invoice: 260364790 2.14 12012002 6103 Station 2 - Prof Svrs City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/09/2024 13:08User: MSchauerProgram 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 ORKIN 261026779 04/23/2024 20240510 45.00 Invoice: 261026779 45.00 15515500 6102 Faclt Gen - Contr Svrs ORKIN 261025796 04/23/2024 20240510 30.00 Invoice: 261025796 30.00 15515500 6102 Faclt Gen - Contr Svrs ORKIN 261027004 04/23/2024 20240510 30.00 Invoice: 261027004 30.00 15515500 6102 Faclt Gen - Contr Svrs ORKIN 261026452 04/23/2024 20240510 30.00 Invoice: 261026452 30.00 15515500 6102 Faclt Gen - Contr Svrs ORKIN 261027250 04/23/2024 20240510 30.00 Invoice: 261027250 30.00 15515500 6102 Faclt Gen - Contr Svrs ORKIN 261026276 04/23/2024 20240510 30.00 Invoice: 261026276 30.00 15515500 6102 Faclt Gen - Contr Svrs ORKIN 261026662 04/23/2024 20240510 30.00 Invoice: 261026662 30.00 15515500 6102 Faclt Gen - Contr Svrs ORKIN 261026834 04/23/2024 20240510 45.00 Invoice: 261026834 45.00 15515500 6102 Faclt Gen - Contr Svrs ORKIN 261026124 04/23/2024 20240510 30.00 Invoice: 261026124 30.00 15515500 6102 Faclt Gen - Contr Svrs ORKIN 261027176 04/23/2024 20240510 30.00 Invoice: 261027176 30.00 15515500 6102 Faclt Gen - Contr Svrs ORKIN 261027126 04/23/2024 20240510 60.00 Invoice: 261027126 60.00 15515500 6102 Faclt Gen - Contr Svrs ORKIN 261027349 04/23/2024 20240510 30.00 Invoice: 261027349 30.00 15515500 6102 Faclt Gen - Contr Svrs ORKIN 261025666 04/23/2024 20240510 45.00 Invoice: 261025666 45.00 15515500 6102 Faclt Gen - Contr Svrs City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/09/2024 13:08User: MSchauerProgram 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 ORKIN 261025727 04/23/2024 20240510 30.00 Invoice: 261025727 30.00 15515500 6102 Faclt Gen - Contr Svrs ORKIN 261026371 04/23/2024 20240510 30.00 Invoice: 261026371 30.00 15515500 6102 Faclt Gen - Contr Svrs CHECK 495350 TOTAL: 764.99 495351 05/10/2024 PRTD 160980 ORION OWENS HOLDING, INC 2981 04/11/2024 20240510 503.50 Invoice: 2981 503.50 52100000 6103 Golf Dome - Prof Svrs CHECK 495351 TOTAL: 503.50 495352 05/10/2024 PRTD 145078 PROACTIVE SPORTS INC 1623098-00 04/10/2024 20240510 147.85 Invoice: 1623098-00 147.85 52052000 6530 Golf Gen - ReprParts CHECK 495352 TOTAL: 147.85 495353 05/10/2024 PRTD 104916 PAINTERS GEAR INC 81372 04/16/2024 20240510 542.24 Invoice: 81372 542.24 14014007 6556 Trfc Safty - Tool&Acces CHECK 495353 TOTAL: 542.24 495354 05/10/2024 PRTD 100944 PAUSTIS WINE COMPANY 234577 04/23/2024 20240510 2,708.50 Invoice: 234577 46.50 58158101 5513 Sthdl Sell - CGS Wine 2,662.00 5800 1353 Liquor BS - Inv Wine PAUSTIS WINE COMPANY 234574 04/23/2024 20240510 503.00 Invoice: 234574 15.00 58058001 5513 50th Sell - CGS Wine 488.00 5800 1353 Liquor BS - Inv Wine PAUSTIS WINE COMPANY 234579 04/23/2024 20240510 1,712.00 Invoice: 234579 24.00 58258201 5513 Grnd Sell - CGS Wine 1,688.00 5800 1353 Liquor BS - Inv Wine PAUSTIS WINE COMPANY 233508-1 04/18/2024 20240510 97.50 Invoice: 233508-1 Took the credit twice. Refund to the vendor 1.50 58058001 5513 50th Sell - CGS Wine 96.00 5800 1353 Liquor BS - Inv Wine City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/09/2024 13:08User: MSchauerProgram 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 495354 TOTAL: 5,021.00 495355 05/10/2024 PRTD 100945 PEPSI-COLA COMPANY 57634709 05/06/2024 20240510 493.04 Invoice: 57634709 493.04 55055002 5510 Concession - CGS CHECK 495355 TOTAL: 493.04 495356 05/10/2024 PRTD 130174 PIONEER MANUFACTURING COMPANY INV923011 04/15/2024 20240510 2,439.60 Invoice: INV923011 2,439.60 17017002 6532 Fld Maint - Paint CHECK 495356 TOTAL: 2,439.60 495357 05/10/2024 PRTD 100958 PLUNKETT'S PEST CONTROL 8505042 04/10/2024 20240510 95.00 Invoice: 8505042 April pest control 95.00 51051000 6103 Admin/Ops - Prof Svrs PLUNKETT'S PEST CONTROL 8506578 04/11/2024 20240510 107.44 Invoice: 8506578 107.44 71071001 6103 Main Bldng - Prof Svrs CHECK 495357 TOTAL: 202.44 495358 05/10/2024 PRTD 136610 POLICE SERVICE DOGS INC 20240427 03/09/2024 20240510 154.52 Invoice: 20240427 154.52 40600000 6406 Police CP - SupOther CHECK 495358 TOTAL: 154.52 495359 05/10/2024 PRTD 129706 PREMIUM WATERS INC 310071579 04/30/2024 20240510 15.00 Invoice: 310071579 water 15.00 54054001 6406 Operations - SupOther CHECK 495359 TOTAL: 15.00 495360 05/10/2024 PRTD 106322 SCHENCK, DAVID 161508 04/12/2024 20240510 1,005.90 Invoice: 161508 Liners, hand sanitizer, paper towels 219.27 54054001 6511 Operations - SupCustod 786.63 54054001 6406 Operations - SupOther CHECK 495360 TOTAL: 1,005.90 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/09/2024 13:08User: MSchauerProgram 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 495361 05/10/2024 PRTD 143618 PRYES BREWING COMPANY LLC W-74015 04/24/2024 20240510 780.00 Invoice: W-74015 780.00 5800 1354 Liquor BS - Inv Beer CHECK 495361 TOTAL: 780.00 495362 05/10/2024 PRTD 138267 QUALITY LOCKSMITH INC QLS27762 04/16/2024 20240510 466.36 Invoice: QLS27762 Install EA cores on front gates 466.36 53053001 6180 Operations - Rep&Maint CHECK 495362 TOTAL: 466.36 495363 05/10/2024 PRTD 100972 R & R SPECIALTIES INC 0081868-IN 04/16/2024 20240510 537.35 Invoice: 0081868-IN 537.35 55055003 6103 Ice Maint - Prof Svrs CHECK 495363 TOTAL: 537.35 495364 05/10/2024 PRTD 138298 RED BULL DISTRIBUTION COMPANY INC 2016218935 04/22/2024 20240510 84.00 Invoice: 2016218935 84.00 5800 1355 Liquor BS - Inv Misc CHECK 495364 TOTAL: 84.00 495365 05/10/2024 PRTD 100977 RICHFIELD PLUMBING COMPANY 89484 04/16/2024 20240510 2,390.00 Invoice: 89484 2,390.00 55055001 6103 Bldg/Grnds - Prof Svrs RICHFIELD PLUMBING COMPANY 89485 04/16/2024 20240510 508.00 Invoice: 89485 508.00 56056001 6180 Bldg/Grnds - Rep&Maint CHECK 495365 TOTAL: 2,898.00 495366 05/10/2024 PRTD 129282 ROSENBAUER MINNESOTA LLC 000063724 04/16/2024 20240510 311.79 Invoice: 000063724 Gauge, Valve control and side B deck gun label 311.79 12012000 6180 Fire Gen - Rep&Maint CHECK 495366 TOTAL: 311.79 495367 05/10/2024 PRTD 127639 MIDWAY FORD COMPANY 825037 04/10/2024 20240510 165.29 Invoice: 825037 165.29 61061004 6530 PW Equip - ReprParts City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/09/2024 13:08User: MSchauerProgram 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 CHECK 495367 TOTAL: 165.29 495368 05/10/2024 PRTD 144553 SALTCO LLC 130428 04/15/2024 20240510 70.00 Invoice: 130428 70.00 55055001 6230 Bldg/Grnds - SrvCntrcts CHECK 495368 TOTAL: 70.00 495369 05/10/2024 PRTD 160574 JEAN, SANDRA 05-2024 04/30/2024 20240510 800.00 Invoice: 05-2024 Plant maintenance 800.00 54054001 6541 Operations - TrFlwShrb CHECK 495369 TOTAL: 800.00 495370 05/10/2024 PRTD 104151 SCHINDLER ELEVATOR CORP 7153914107 04/15/2024 20240510 192.91 Invoice: 7153914107 192.91 E ENG98001.MISCELLAN .REPAIRS . 40840801 6180 Faclt CP - Rep&Maint CHECK 495370 TOTAL: 192.91 495371 05/10/2024 PRTD 144403 SENTEXT SOLUTIONS 355858 04/20/2024 20240510 318.50 Invoice: 355858 Sentext Subscription 318.50 10410403 6127 Website - OthrDigCom SENTEXT SOLUTIONS 357020 05/03/2024 20240510 157.93 Invoice: 357020 Sentext Overages 157.93 10410403 6127 Website - OthrDigCom CHECK 495371 TOTAL: 476.43 495372 05/10/2024 PRTD 103409 KELBRO COMPANY 3010885 04/18/2024 20240510 37.11 Invoice: 3010885 4.00 58058001 5515 50th Sell - CGS Other 33.11 5800 1355 Liquor BS - Inv Misc KELBRO COMPANY 3014584 04/25/2024 20240510 200.45 Invoice: 3014584 4.00 58258201 5515 Grnd Sell - CGS Other 196.45 5800 1355 Liquor BS - Inv Misc KELBRO COMPANY 3014657 04/25/2024 20240510 129.55 Invoice: 3014657 4.00 58158101 5515 Sthdl Sell - CGS Other 125.55 5800 1355 Liquor BS - Inv Misc City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/09/2024 13:08User: MSchauerProgram 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 CHECK 495372 TOTAL: 367.11 495373 05/10/2024 PRTD 100998 SHERWIN WILLIAMS CO 5634-2 01/26/2024 20240510 -50.44 Invoice: 5634-2 -50.44 14014001 6406 Gen Mntce - SupOther SHERWIN WILLIAMS CO 1706-1 04/10/2024 20240510 100.07 Invoice: 1706-1 100.07 14014001 6406 Gen Mntce - SupOther CHECK 495373 TOTAL: 49.63 495374 05/10/2024 PRTD 100998 SHERWIN WILLIAMS CO 2226-4 04/16/2024 20240510 212.44 Invoice: 2226-4 212.44 57057000 6532 General - Paint CHECK 495374 TOTAL: 212.44 495375 05/10/2024 PRTD 100995 SHORT-ELLIOT-HENDRICKSON INCORPOR 465287 04/15/2024 20240510 292.99 Invoice: 465287 292.99 59059005 6103 Wat Treat - Prof Svrs CHECK 495375 TOTAL: 292.99 495376 05/10/2024 PRTD 160278 ROHN INDUSTRIES, INC 0022431 04/12/2024 20240510 37.70 Invoice: 0022431 37.70 10210200 6160 Cty Ck Gen - Sftwr&Data CHECK 495376 TOTAL: 37.70 495377 05/10/2024 PRTD 120784 WALSH GRAPHICS INC 19222 04/10/2024 20240510 65.66 Invoice: 19222 65.66 17017000 6406 Prk Mnt Ad - SupOther WALSH GRAPHICS INC 19212 04/13/2024 20240510 271.91 Invoice: 19212 271.91 52052000 6406 Golf Gen - SupOther WALSH GRAPHICS INC 19080 03/07/2024 20240510 869.03 Invoice: 19080 869.03 E P&R23210.MISCELLAN . . 40900000 6406 P&R CP - SupOther WALSH GRAPHICS INC 19248 04/19/2024 20240510 346.14 Invoice: 19248 346.14 57057000 6406 General - SupOther City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/09/2024 13:08User: MSchauerProgram 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 WALSH GRAPHICS INC 19262 04/25/2024 20240510 93.92 Invoice: 19262 Clothing Swap Rules 24x36 Signs 93.92 59359302 6406 Rec Org - SupOther CHECK 495377 TOTAL: 1,646.66 495378 05/10/2024 PRTD 137482 SITEONE LANDSCAPE SUPPLY LLC 140035841-001 04/11/2024 20240510 668.56 Invoice: 140035841-001 668.56 17017002 6406 Fld Maint - SupOther SITEONE LANDSCAPE SUPPLY LLC 140042386-001 04/11/2024 20240510 54.76 Invoice: 140042386-001 54.76 17017002 6406 Fld Maint - SupOther SITEONE LANDSCAPE SUPPLY LLC 140083111-001 04/12/2024 20240510 188.72 Invoice: 140083111-001 188.72 17017002 6406 Fld Maint - SupOther SITEONE LANDSCAPE SUPPLY LLC 140161134-001 04/15/2024 20240510 49.00 Invoice: 140161134-001 49.00 17017002 6406 Fld Maint - SupOther SITEONE LANDSCAPE SUPPLY LLC 140161898-001 04/15/2024 20240510 210.97 Invoice: 140161898-001 210.97 17017002 6406 Fld Maint - SupOther SITEONE LANDSCAPE SUPPLY LLC 140082297-001 04/12/2024 20240510 346.18 Invoice: 140082297-001 346.18 52052000 6406 Golf Gen - SupOther CHECK 495378 TOTAL: 1,518.19 495379 05/10/2024 PRTD 132195 SMALL LOT MN MN76449 04/23/2024 20240510 181.50 Invoice: MN76449 1.50 58258201 5512 Grnd Sell - CGS Liq 180.00 5800 1352 Liquor BS - Inv Liq SMALL LOT MN MN76448 04/23/2024 20240510 841.08 Invoice: MN76448 9.00 58258201 5513 Grnd Sell - CGS Wine 832.08 5800 1353 Liquor BS - Inv Wine SMALL LOT MN MN76447 04/23/2024 20240510 421.04 Invoice: MN76447 5.00 58158101 5513 Sthdl Sell - CGS Wine 416.04 5800 1353 Liquor BS - Inv Wine SMALL LOT MN MN76450 04/23/2024 20240510 488.96 Invoice: MN76450 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/09/2024 13:08User: MSchauerProgram 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 5.00 58058001 5513 50th Sell - CGS Wine 483.96 5800 1353 Liquor BS - Inv Wine CHECK 495379 TOTAL: 1,932.58 495380 05/10/2024 PRTD 100430 SNAP-ON INDUSTRIAL ARV/61066146 04/12/2024 20240510 609.24 Invoice: ARV/61066146 609.24 61061004 6556 PW Equip - Tool&Acces CHECK 495380 TOTAL: 609.24 495381 05/10/2024 PRTD 127878 SOUTHERN GLAZERS WINE & SPIRITS L 2471415 04/24/2024 20240510 5,560.38 Invoice: 2471415 32.80 58158101 5512 Sthdl Sell - CGS Liq 5,527.58 5800 1352 Liquor BS - Inv Liq SOUTHERN GLAZERS WINE & SPIRITS L 2471417 04/24/2024 20240510 3,583.80 Invoice: 2471417 15.40 58158101 5512 Sthdl Sell - CGS Liq 3,568.40 5800 1352 Liquor BS - Inv Liq SOUTHERN GLAZERS WINE & SPIRITS L 2471414 04/24/2024 20240510 167.60 Invoice: 2471414 1.60 58158101 5513 Sthdl Sell - CGS Wine 166.00 5800 1353 Liquor BS - Inv Wine SOUTHERN GLAZERS WINE & SPIRITS L 2471416 04/24/2024 20240510 315.92 Invoice: 2471416 3.20 58158101 5513 Sthdl Sell - CGS Wine 312.72 5800 1353 Liquor BS - Inv Wine SOUTHERN GLAZERS WINE & SPIRITS L 2471419 04/24/2024 20240510 106.05 Invoice: 2471419 1.60 58158101 5513 Sthdl Sell - CGS Wine 104.45 5800 1353 Liquor BS - Inv Wine SOUTHERN GLAZERS WINE & SPIRITS L 2471418 04/24/2024 20240510 27.80 Invoice: 2471418 .80 58158101 5515 Sthdl Sell - CGS Other 27.00 5800 1355 Liquor BS - Inv Misc SOUTHERN GLAZERS WINE & SPIRITS L 2471410 04/24/2024 20240510 208.00 Invoice: 2471410 .80 58058001 5513 50th Sell - CGS Wine 207.20 5800 1353 Liquor BS - Inv Wine SOUTHERN GLAZERS WINE & SPIRITS L 2471411 04/24/2024 20240510 400.93 Invoice: 2471411 .93 58058001 5513 50th Sell - CGS Wine 400.00 5800 1353 Liquor BS - Inv Wine City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/09/2024 13:08User: MSchauerProgram 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 SOUTHERN GLAZERS WINE & SPIRITS L 2471409 04/24/2024 20240510 243.71 Invoice: 2471409 .80 58058001 5512 50th Sell - CGS Liq 242.91 5800 1352 Liquor BS - Inv Liq SOUTHERN GLAZERS WINE & SPIRITS L 2471413 04/24/2024 20240510 1,157.68 Invoice: 2471413 4.13 58058001 5512 50th Sell - CGS Liq 1,153.55 5800 1352 Liquor BS - Inv Liq SOUTHERN GLAZERS WINE & SPIRITS L 2471422 04/24/2024 20240510 3,240.90 Invoice: 2471422 25.53 58258201 5512 Grnd Sell - CGS Liq 3,215.37 5800 1352 Liquor BS - Inv Liq SOUTHERN GLAZERS WINE & SPIRITS L 2471424 04/24/2024 20240510 495.64 Invoice: 2471424 2.40 58258201 5512 Grnd Sell - CGS Liq 493.24 5800 1352 Liquor BS - Inv Liq SOUTHERN GLAZERS WINE & SPIRITS L 2471421 04/24/2024 20240510 212.80 Invoice: 2471421 .80 58258201 5513 Grnd Sell - CGS Wine 212.00 5800 1353 Liquor BS - Inv Wine SOUTHERN GLAZERS WINE & SPIRITS L 2471420 04/24/2024 20240510 420.80 Invoice: 2471420 4.80 58258201 5513 Grnd Sell - CGS Wine 416.00 5800 1353 Liquor BS - Inv Wine SOUTHERN GLAZERS WINE & SPIRITS L 2472863 04/26/2024 20240510 3,059.44 Invoice: 2472863 17.60 58258201 5513 Grnd Sell - CGS Wine 3,041.84 5800 1353 Liquor BS - Inv Wine CHECK 495381 TOTAL: 19,201.45 495382 05/10/2024 PRTD 139006 STATE OF MINNESOTA 100000188442 04/23/2024 20240510 375.28 Invoice: 100000188442 375.28 61061004 6581 PW Equip - Gasoline CHECK 495382 TOTAL: 375.28 495383 05/10/2024 PRTD 133068 STEEL TOE BREWING LLC 55027-B 04/26/2024 20240510 299.00 Invoice: 55027-B 299.00 5800 1354 Liquor BS - Inv Beer City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/09/2024 13:08User: MSchauerProgram ID: apcshdsb Page 51 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC CHECK 495383 TOTAL: 299.00 495384 05/10/2024 PRTD 102390 STRAND MANUFACTURING COMPANY INC 32124 04/11/2024 20240510 355.60 Invoice: 32124 355.60 59159103 6406 Sew LftSt - SupOther CHECK 495384 TOTAL: 355.60 495385 05/10/2024 PRTD 101015 STREICHERS INC I1693838 04/15/2024 20240510 6,026.60 Invoice: I1693838 6,026.60 13013000 6551 Pol Ad Gen - Ammunition STREICHERS INC I1694375 04/15/2024 20240510 11.99 Invoice: I1694375 Name Plate - Donahue 11.99 13013000 6203 Pol Ad Gen - Uniforms STREICHERS INC I1694694 04/18/2024 20240510 225.97 Invoice: I1694694 Pants and Duty Belt - Steve Koenig 225.97 13013003 6203 Res Prog - Uniforms STREICHERS INC I1694891 04/19/2024 20240510 28.99 Invoice: I1694891 Pants/Belt - Reserve Steve Koenig 28.99 13013003 6203 Res Prog - Uniforms STREICHERS INC I1695080 04/19/2024 20240510 130.99 Invoice: I1695080 Duty Pants - Reserve Dan Baron 130.99 13013003 6203 Res Prog - Uniforms CHECK 495385 TOTAL: 6,424.54 495386 05/10/2024 PRTD 101017 SUBURBAN CHEVROLET 281388P 04/09/2024 20240510 9.57 Invoice: 281388P 9.57 61061009 6530 Pk Mant Eq - ReprParts SUBURBAN CHEVROLET 281388PX1 04/09/2024 20240510 5.24 Invoice: 281388PX1 5.24 61061004 6530 PW Equip - ReprParts CHECK 495386 TOTAL: 14.81 495387 05/10/2024 PRTD 105874 SUBURBAN TIRE WHOLESALE INC 10200256 04/11/2024 20240510 189.08 Invoice: 10200256 189.08 61061005 6583 Police Eq - Tire&Tube SUBURBAN TIRE WHOLESALE INC 10200322 04/16/2024 20240510 533.54 Invoice: 10200322 533.54 61061004 6583 PW Equip - Tire&Tube City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/09/2024 13:08User: MSchauerProgram 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 SUBURBAN TIRE WHOLESALE INC 10200289 04/16/2024 20240510 166.00 Invoice: 10200289 166.00 61061009 6583 Pk Mant Eq - Tire&Tube CHECK 495387 TOTAL: 888.62 495388 05/10/2024 PRTD 133512 SUDDATH RELOCATION SYSTEMS OF MIN 854040 04/16/2024 20240510 1,627.00 Invoice: 854040 1,627.00 10210201 6102 Elections - Contr Svrs CHECK 495388 TOTAL: 1,627.00 495389 05/10/2024 PRTD 102140 SUN MOUNTAIN SPORTS INC 865639 08/08/2023 20240510 -164.50 Invoice: 865639 -164.50 52005200 1356 Course BS - Inventory SUN MOUNTAIN SPORTS INC 1204291 04/15/2024 20240510 195.50 Invoice: 1204291 179.00 52005200 1356 Course BS - Inventory 16.50 52052006 5510 Ret Sales - CGS CHECK 495389 TOTAL: 31.00 495390 05/10/2024 PRTD 100991 SCHWAB VOLLHABER LUBRATT SERVICE SVC-206568 04/09/2024 20240510 3,063.52 Invoice: SVC-206568 3,063.52 63063001 6180 PW Fac - Rep&Maint CHECK 495390 TOTAL: 3,063.52 495391 05/10/2024 PRTD 119864 SYSCO MINNESOTA INC 547245756 05/02/2024 20240510 666.86 Invoice: 547245756 CONCESSIONS PRODUCT 666.86 54054002 5510 Concession - CGS CHECK 495391 TOTAL: 666.86 495392 05/10/2024 PRTD 104932 TAYLOR MADE 37265470 03/18/2024 20240510 157.91 Invoice: 37265470 142.83 52005200 1356 Course BS - Inventory 15.08 52052006 5510 Ret Sales - CGS TAYLOR MADE 37268957 03/19/2024 20240510 545.94 Invoice: 37268957 531.02 52005200 1356 Course BS - Inventory 14.92 52052006 5510 Ret Sales - CGS TAYLOR MADE 37271962 03/20/2024 20240510 269.83 Invoice: 37271962 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/09/2024 13:08User: MSchauerProgram 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 254.90 52005200 1356 Course BS - Inventory 14.93 52052006 5510 Ret Sales - CGS TAYLOR MADE 37388028 04/24/2024 20240510 218.67 Invoice: 37388028 212.42 52005200 1356 Course BS - Inventory 6.25 52052006 5510 Ret Sales - CGS CHECK 495392 TOTAL: 1,192.35 495393 05/10/2024 PRTD 123129 TIMESAVER OFF SITE SECRETARIAL IN M29081 04/12/2024 20240510 1,278.50 Invoice: M29081 206.50 10210200 6103 Cty Ck Gen - Prof Svrs 167.00 10210200 6103 Cty Ck Gen - Prof Svrs 167.00 16000000 6103 Park Admin - Prof Svrs 206.50 10210200 6103 Cty Ck Gen - Prof Svrs 364.50 10210200 6103 Cty Ck Gen - Prof Svrs 167.00 10210200 6103 Cty Ck Gen - Prof Svrs CHECK 495393 TOTAL: 1,278.50 495394 05/10/2024 PRTD 101038 TOLL COMPANY 10560732 04/09/2024 20240510 252.25 Invoice: 10560732 252.25 61061004 6580 PW Equip - SupWelding CHECK 495394 TOTAL: 252.25 495395 05/10/2024 PRTD 160236 TRUE FABRICATIONS INC 1385945 04/23/2024 20240510 1,478.42 Invoice: 1385945 1,478.42 5800 1355 Liquor BS - Inv Misc CHECK 495395 TOTAL: 1,478.42 495396 05/10/2024 PRTD 160908 TRUE MECHANICAL LLC 1374 04/15/2024 20240510 2,300.00 Invoice: 1374 2,300.00 52100000 6230 Golf Dome - SrvCntrcts CHECK 495396 TOTAL: 2,300.00 495397 05/10/2024 PRTD 161015 AB MEDIA GROUP INC 44 01/01/2024 20240510 750.00 Invoice: 44 EP-birthday party ad Twin Cities Moms 750.00 54054000 6122 Admin - AdvOther CHECK 495397 TOTAL: 750.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/09/2024 13:08User: MSchauerProgram 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 495398 05/10/2024 PRTD 160648 UNIFIRST CORPORATION 1410054279 04/15/2024 20240510 11.93 Invoice: 1410054279 11.93 17017006 6201 Bldg Maint - Laundry UNIFIRST CORPORATION 1410054280 04/15/2024 20240510 47.15 Invoice: 1410054280 47.15 14014001 6201 Gen Mntce - Laundry UNIFIRST CORPORATION 1410054278 04/15/2024 20240510 31.38 Invoice: 1410054278 31.38 59059001 6201 Wat GB - Laundry UNIFIRST CORPORATION 1410054283 04/15/2024 20240510 65.99 Invoice: 1410054283 65.99 63063001 6201 PW Fac - Laundry UNIFIRST CORPORATION 1410054281 04/15/2024 20240510 35.74 Invoice: 1410054281 35.74 61061004 6201 PW Equip - Laundry CHECK 495398 TOTAL: 192.19 495399 05/10/2024 PRTD 130874 UNITED RENTALS (NORTH AMERICA) IN 232508446-001 04/15/2024 20240510 794.20 Invoice: 232508446-001 794.20 17017000 6103 Prk Mnt Ad - Prof Svrs CHECK 495399 TOTAL: 794.20 495400 05/10/2024 PRTD 145567 UNMAPPED BREWING COMPANY LLC E-3588 04/26/2024 20240510 118.00 Invoice: E-3588 118.00 5800 1354 Liquor BS - Inv Beer CHECK 495400 TOTAL: 118.00 495401 05/10/2024 PRTD 135232 UPPER MIDWEST ATHLETIC CONSTRUCTI 5517 04/11/2024 20240510 17,720.00 Invoice: 5517 17,720.00 17017002 6103 Fld Maint - Prof Svrs CHECK 495401 TOTAL: 17,720.00 495402 05/10/2024 PRTD 144209 VENN BREWING COMPANY LLC 6186 04/17/2024 20240510 640.00 Invoice: 6186 640.00 5800 1356 Liquor BS - Inventory THC Bev VENN BREWING COMPANY LLC 6232 04/24/2024 20240510 290.00 Invoice: 6232 290.00 5800 1356 Liquor BS - Inventory THC Bev City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/09/2024 13:08User: MSchauerProgram 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 VENN BREWING COMPANY LLC 6231 04/24/2024 20240510 290.00 Invoice: 6231 290.00 5800 1354 Liquor BS - Inv Beer VENN BREWING COMPANY LLC 6230 04/24/2024 20240510 413.66 Invoice: 6230 413.66 5800 1354 Liquor BS - Inv Beer VENN BREWING COMPANY LLC 6229 04/24/2024 20240510 540.00 Invoice: 6229 540.00 5800 1356 Liquor BS - Inventory THC Bev CHECK 495402 TOTAL: 2,173.66 495403 05/10/2024 PRTD 151441 VESTIS 2500435182 04/09/2024 20240510 46.65 Invoice: 2500435182 46.65 58258200 6162 Grnd AdGe - CustodSvs VESTIS 2500438672 04/15/2024 20240510 321.92 Invoice: 2500438672 321.92 58058000 6162 50th AdGe - CustodSvs VESTIS 2500439128 04/16/2024 20240510 279.99 Invoice: 2500439128 279.99 58258200 6162 Grnd AdGe - CustodSvs VESTIS 2500439141 04/16/2024 20240510 159.46 Invoice: 2500439141 159.46 58158100 6406 Sthdl AdGe - SupOther CHECK 495403 TOTAL: 808.02 495404 05/10/2024 PRTD 101066 VIKING ELECTRIC SUPPLY S007305940.001 04/11/2024 20240510 174.00 Invoice: S007305940.001 174.00 57057001 6180 CLP Park - Rep&Maint CHECK 495404 TOTAL: 174.00 495405 05/10/2024 PRTD 160522 VINCENT PROMOTIONS LLC 24-2503 04/13/2024 20240510 3,404.00 Invoice: 24-2503 3,404.00 13013000 6406 Pol Ad Gen - SupOther CHECK 495405 TOTAL: 3,404.00 495406 05/10/2024 PRTD 160088 VINIFERA IMPORTS 326513 04/25/2024 20240510 659.00 Invoice: 326513 659.00 5800 1353 Liquor BS - Inv Wine City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/09/2024 13:08User: MSchauerProgram ID: apcshdsb Page 56 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC CHECK 495406 TOTAL: 659.00 495407 05/10/2024 PRTD 119454 VINOCOPIA INC 0349911-IN 04/25/2024 20240510 655.00 Invoice: 0349911-IN 3.75 58258201 5512 Grnd Sell - CGS Liq 651.25 5800 1352 Liquor BS - Inv Liq VINOCOPIA INC 0349910-IN 04/25/2024 20240510 1,471.00 Invoice: 0349910-IN 15.00 58258201 5513 Grnd Sell - CGS Wine 1,456.00 5800 1353 Liquor BS - Inv Wine VINOCOPIA INC 0349922-IN 04/25/2024 20240510 511.00 Invoice: 0349922-IN 5.00 58058001 5513 50th Sell - CGS Wine 506.00 5800 1353 Liquor BS - Inv Wine VINOCOPIA INC 0349921-IN 04/25/2024 20240510 1,435.75 Invoice: 0349921-IN 11.25 58058001 5512 50th Sell - CGS Liq 1,424.50 5800 1352 Liquor BS - Inv Liq VINOCOPIA INC 0349920-IN 04/25/2024 20240510 233.25 Invoice: 0349920-IN 1.25 58158101 5513 Sthdl Sell - CGS Wine 232.00 5800 1353 Liquor BS - Inv Wine VINOCOPIA INC 0349919-IN 04/25/2024 20240510 127.50 Invoice: 0349919-IN 7.50 58158101 5515 Sthdl Sell - CGS Other 120.00 5800 1355 Liquor BS - Inv Misc VINOCOPIA INC 0348687-IN 04/04/2024 20240510 353.50 Invoice: 0348687-IN 2.50 58058001 5515 50th Sell - CGS Other 351.00 5800 1355 Liquor BS - Inv Misc CHECK 495407 TOTAL: 4,787.00 495408 05/10/2024 PRTD 123616 WATER CONSERVATION SERVICES INC 13967 04/29/2024 20240510 1,575.16 Invoice: 13967 1,575.16 59059003 6180 Wat Distr - Rep&Maint CHECK 495408 TOTAL: 1,575.16 495409 05/10/2024 PRTD 160897 WEBB, DONNA JOAN 1035 04/26/2024 20240510 128.80 Invoice: 1035 Single Session Intuitive Painting 128.80 51051002 6103 Instrucnal - Prof Svrs City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/09/2024 13:08User: MSchauerProgram ID: apcshdsb Page 57 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC CHECK 495409 TOTAL: 128.80 495410 05/10/2024 PRTD 101033 WINE COMPANY 265662 04/24/2024 20240510 504.00 Invoice: 265662 8.00 58158101 5513 Sthdl Sell - CGS Wine 496.00 5800 1353 Liquor BS - Inv Wine WINE COMPANY 265661 04/24/2024 20240510 166.00 Invoice: 265661 2.00 58158101 5512 Sthdl Sell - CGS Liq 164.00 5800 1352 Liquor BS - Inv Liq WINE COMPANY 265660 04/24/2024 20240510 990.00 Invoice: 265660 16.00 58058001 5513 50th Sell - CGS Wine 974.00 5800 1353 Liquor BS - Inv Wine WINE COMPANY 265664 04/24/2024 20240510 158.00 Invoice: 265664 2.00 58258201 5512 Grnd Sell - CGS Liq 156.00 5800 1352 Liquor BS - Inv Liq WINE COMPANY 265663 04/24/2024 20240510 2,210.00 Invoice: 265663 30.00 58258201 5513 Grnd Sell - CGS Wine 2,180.00 5800 1353 Liquor BS - Inv Wine CHECK 495410 TOTAL: 4,028.00 495411 05/10/2024 PRTD 144412 WINEBOW MN00147025 04/23/2024 20240510 90.00 Invoice: MN00147025 90.00 5800 1355 Liquor BS - Inv Misc WINEBOW MN00147024 04/23/2024 20240510 435.00 Invoice: MN00147024 435.00 5800 1353 Liquor BS - Inv Wine WINEBOW MN00147022 04/23/2024 20240510 172.00 Invoice: MN00147022 172.00 5800 1352 Liquor BS - Inv Liq WINEBOW MN00147023 04/23/2024 20240510 84.00 Invoice: MN00147023 84.00 5800 1352 Liquor BS - Inv Liq WINEBOW MN00147029 04/23/2024 20240510 84.00 Invoice: MN00147029 84.00 5800 1352 Liquor BS - Inv Liq City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/09/2024 13:08User: MSchauerProgram ID: apcshdsb Page 58 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC WINEBOW MN00147026 04/23/2024 20240510 172.00 Invoice: MN00147026 172.00 5800 1352 Liquor BS - Inv Liq WINEBOW MN00147028 04/23/2024 20240510 1,904.00 Invoice: MN00147028 1,904.00 5800 1353 Liquor BS - Inv Wine WINEBOW MN00147027 04/23/2024 20240510 90.00 Invoice: MN00147027 90.00 5800 1355 Liquor BS - Inv Misc WINEBOW MN00147164 04/25/2024 20240510 172.00 Invoice: MN00147164 172.00 5800 1352 Liquor BS - Inv Liq WINEBOW MN00147165 04/25/2024 20240510 168.00 Invoice: MN00147165 168.00 5800 1352 Liquor BS - Inv Liq WINEBOW MN00147166 04/25/2024 20240510 135.00 Invoice: MN00147166 135.00 5800 1353 Liquor BS - Inv Wine CHECK 495411 TOTAL: 3,506.00 495412 05/10/2024 PRTD 124503 WINSUPPLY EDEN PRAIRIE MN CO 259366 01 04/15/2024 20240510 27.79 Invoice: 259366 01 27.79 16116103 6406 Senior Cen - SupOther CHECK 495412 TOTAL: 27.79 495413 05/10/2024 PRTD 160680 WM MUELLER & SONS INC 297882 04/12/2024 20240510 162.40 Invoice: 297882 162.40 14014004 6518 Pothole Pa - Blacktop WM MUELLER & SONS INC 297926 04/15/2024 20240510 1,108.00 Invoice: 297926 1,108.00 14014004 6518 Pothole Pa - Blacktop CHECK 495413 TOTAL: 1,270.40 495414 05/10/2024 PRTD 142162 WOODEN HILL BREWING COMPANY LLC 5063 04/19/2024 20240510 236.10 Invoice: 5063 236.10 5800 1354 Liquor BS - Inv Beer WOODEN HILL BREWING COMPANY LLC 5073 04/23/2024 20240510 262.80 Invoice: 5073 262.80 5800 1354 Liquor BS - Inv Beer City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/09/2024 13:08User: MSchauerProgram ID: apcshdsb Page 59 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC WOODEN HILL BREWING COMPANY LLC 5067 04/23/2024 20240510 250.80 Invoice: 5067 250.80 5800 1354 Liquor BS - Inv Beer CHECK 495414 TOTAL: 749.70 495415 05/10/2024 PRTD 160299 WOODEN SHIP BREWING COMPANY 000701 04/25/2024 20240510 176.40 Invoice: 000701 176.40 5800 1354 Liquor BS - Inv Beer CHECK 495415 TOTAL: 176.40 495416 05/10/2024 PRTD 103266 YORKDALE SHOPPES PARTNERS, LLC MAY 2024 04/15/2024 20240510 1,145.98 Invoice: MAY 2024 COMMON AREA 1,145.98 58158100 6102 Sthdl AdGe - Contr Svrs CHECK 495416 TOTAL: 1,145.98 495417 05/10/2024 PRTD 136192 ZOLL MEDICAL CORPORATION 3951800 04/10/2024 20240510 382.52 Invoice: 3951800 MASIMO, M-LNCS INF-3, INFANT ADHESIVE SENSOR 382.52 12012000 6510 Fire Gen - SupFrstAid CHECK 495417 TOTAL: 382.52 NUMBER OF CHECKS 219 *** CASH ACCOUNT TOTAL *** 595,287.98 COUNT AMOUNT TOTAL PRINTED CHECKS 219 595,287.98 *** GRAND TOTAL *** 595,287.98 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/09/2024 13:08User: MSchauerProgram ID: apcshdsb Page 60 JOURNAL ENTRIES TO BE CREATED CLERK: MSchauer YEAR PER JNL SRC ACCOUNT ACCOUNT DESC T OB DEBIT CREDIT EFF DATE JNL DESC REF 1 REF 2 REF 3 LINE DESC 2024 5 473APP 52005200-2010 Course BS - Accts Pay 17,534.67 05/10/2024 20240510 MAS AP CASH DISBURSEMENTS JOURNAL APP 9999-1012 Control BS - CashAP 595,287.98 05/10/2024 20240510 MAS AP CASH DISBURSEMENTS JOURNAL APP 6300-2010 FacMgmt BS - Accts Pay 9,293.76 05/10/2024 20240510 MAS AP CASH DISBURSEMENTS JOURNAL APP 5500-2010 Arena BS - Accts Pay 9,722.52 05/10/2024 20240510 MAS AP CASH DISBURSEMENTS JOURNAL APP 1000-2010 GF Bal Sh - Accts Pay 122,981.61 05/10/2024 20240510 MAS AP CASH DISBURSEMENTS JOURNAL APP 7200-2010 MNTF1 BS - Accts Pay 3,260.00 05/10/2024 20240510 MAS AP CASH DISBURSEMENTS JOURNAL APP 59005900-2010 Wat BS - Accts Pay 39,358.36 05/10/2024 20240510 MAS AP CASH DISBURSEMENTS JOURNAL APP 59005930-2010 Rec BS - Accts Pay 236.92 05/10/2024 20240510 MAS AP CASH DISBURSEMENTS JOURNAL APP 5800-2010 Liquor BS - Accts Pay 140,355.36 05/10/2024 20240510 MAS AP CASH DISBURSEMENTS JOURNAL APP 5100-2010 Art BalSh - Accts Pay 443.44 05/10/2024 20240510 MAS AP CASH DISBURSEMENTS JOURNAL APP 5700-2010 Cent Lk BS - Accts Pay 936.85 05/10/2024 20240510 MAS AP CASH DISBURSEMENTS JOURNAL APP 6100-2010 Equ Op BS - Accts Pay 5,487.51 05/10/2024 20240510 MAS AP CASH DISBURSEMENTS JOURNAL APP 5400-2010 EdinPrk BS - Accts Pay 4,847.15 05/10/2024 20240510 MAS AP CASH DISBURSEMENTS JOURNAL APP 4000-2010 Cap Prj BS - Accts Pay 102,672.55 05/10/2024 20240510 MAS AP CASH DISBURSEMENTS JOURNAL APP 2500-2010 CAS BalSh - Accts Pay 9,114.51 05/10/2024 20240510 MAS AP CASH DISBURSEMENTS JOURNAL APP 26026001-2010 HRA Aff Hs - Accts Pay 794.00 05/10/2024 20240510 MAS AP CASH DISBURSEMENTS JOURNAL APP 7100-2010 PSTF BS - Accts Pay 3,192.28 05/10/2024 20240510 MAS AP CASH DISBURSEMENTS JOURNAL APP 52005210-2010 Dome BS - Accts Pay 2,961.00 05/10/2024 20240510 MAS AP CASH DISBURSEMENTS JOURNAL APP 5300-2010 Aqu Ctr BS - Accts Pay 9,631.16 05/10/2024 20240510 MAS AP CASH DISBURSEMENTS JOURNAL APP 5600-2010 Field BS - Accts Pay 8,624.71 05/10/2024 20240510 MAS AP CASH DISBURSEMENTS JOURNAL APP 59005910-2010 Sew BS - Accts Pay 1,611.30 05/10/2024 20240510 MAS AP CASH DISBURSEMENTS JOURNAL APP 59005920-2010 Stm BS - Accts Pay 5,100.96 05/10/2024 20240510 MAS AP CASH DISBURSEMENTS JOURNAL APP 26126109-2010 44 & F TIF - Accts Pay 206.25 05/10/2024 20240510 MAS AP CASH DISBURSEMENTS JOURNAL APP 26026000-2010 HRA Admin - Accts Pay 2,032.50 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/09/2024 13:08User: MSchauerProgram ID: apcshdsb Page 61 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 05/10/2024 20240510 MAS AP CASH DISBURSEMENTS JOURNAL APP 26126104-2010 Pentgn TIF - Accts Pay 142.50 05/10/2024 20240510 MAS AP CASH DISBURSEMENTS JOURNAL APP 21002100-2010 E911 BS - Accts Pay 1,667.00 05/10/2024 20240510 MAS AP CASH DISBURSEMENTS JOURNAL APP 4200-2010 EquRep BS - Accts Pay 72,857.00 05/10/2024 20240510 MAS AP CASH DISBURSEMENTS JOURNAL APP 6200-2010 I.T. BalSh - Accts Pay 18,167.49 05/10/2024 20240510 MAS AP CASH DISBURSEMENTS JOURNAL APP 6000-2010 Rsk Mg BS - Accts Pay 2,054.62 05/10/2024 20240510 MAS AP CASH DISBURSEMENTS JOURNAL GENERAL LEDGER TOTAL 595,287.98 595,287.98 APP 9999-2099 Control BS - PoolCashL 595,287.98 05/10/2024 20240510 MAS APP 52005200-1010 Course BS - Cash 17,534.67 05/10/2024 20240510 MAS APP 6300-1010 FacMgmt BS - Cash 9,293.76 05/10/2024 20240510 MAS APP 5500-1010 Arena BS - Cash 9,722.52 05/10/2024 20240510 MAS APP 1000-1010 GF Bal Sh - Cash 122,981.61 05/10/2024 20240510 MAS APP 7200-1010 MNTF1 BS - Cash 3,260.00 05/10/2024 20240510 MAS APP 59005900-1010 Wat BS - Cash 39,358.36 05/10/2024 20240510 MAS APP 59005930-1010 Rec BS - Cash 236.92 05/10/2024 20240510 MAS APP 5800-1010 Liquor BS - Cash 140,355.36 05/10/2024 20240510 MAS APP 5100-1010 Art BalSh - Cash 443.44 05/10/2024 20240510 MAS APP 5700-1010 Cent Lk BS - Cash 936.85 05/10/2024 20240510 MAS APP 6100-1010 Equ Op BS - Cash 5,487.51 05/10/2024 20240510 MAS APP 5400-1010 EdinPrk BS - Cash 4,847.15 05/10/2024 20240510 MAS APP 4000-1010 Cap Prj BS - Cash 102,672.55 05/10/2024 20240510 MAS APP 2500-1010 CAS BalSh - Cash 9,114.51 05/10/2024 20240510 MAS APP 26026001-1010 HRA Aff Hs - Cash 794.00 05/10/2024 20240510 MAS APP 7100-1010 PSTF BS - Cash 3,192.28 05/10/2024 20240510 MAS City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/09/2024 13:08User: MSchauerProgram ID: apcshdsb Page 62 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 52005210-1010 Dome BS - Cash 2,961.00 05/10/2024 20240510 MAS APP 5300-1010 Aqu Ctr BS - Cash 9,631.16 05/10/2024 20240510 MAS APP 5600-1010 Field BS - Cash 8,624.71 05/10/2024 20240510 MAS APP 59005910-1010 Sew BS - Cash 1,611.30 05/10/2024 20240510 MAS APP 59005920-1010 Stm BS - Cash 5,100.96 05/10/2024 20240510 MAS APP 26126109-1010 44 & F TIF - Cash 206.25 05/10/2024 20240510 MAS APP 26026000-1010 HRA Admin - Cash 2,032.50 05/10/2024 20240510 MAS APP 26126104-1010 Pentgn TIF - Cash 142.50 05/10/2024 20240510 MAS APP 21002100-1010 E911 BS - Cash 1,667.00 05/10/2024 20240510 MAS APP 4200-1010 EquRep BS - Cash 72,857.00 05/10/2024 20240510 MAS APP 6200-1010 I.T. BalSh - Cash 18,167.49 05/10/2024 20240510 MAS APP 6000-1010 Rsk Mg BS - Cash 2,054.62 05/10/2024 20240510 MAS SYSTEM GENERATED ENTRIES TOTAL 595,287.98 595,287.98 JOURNAL 2024/05/473 TOTAL 1,190,575.96 1,190,575.96 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/09/2024 13:08User: MSchauerProgram ID: apcshdsb Page 63 JOURNAL ENTRIES TO BE CREATED FUND BALANCE SEG YEAR PER JNL EFF DATE DEBIT CREDIT ACCOUNT ACCOUNT DESCRIPTION 1000 General 2024 5 473 05/10/2024 1000-1010 GF Bal Sh - Cash 122,981.61 1000-2010 GF Bal Sh - Accts Pay 122,981.61 TOTAL 122,981.61 122,981.61 FUND TOTAL 122,981.61 122,981.61 2100 2100 Police SR /Emergency 2024 5 473 05/10/2024 21002100-1010 E911 BS - Cash 1,667.00 21002100-2010 E911 BS - Accts Pay 1,667.00 FUND TOTAL 1,667.00 1,667.00 2500 Conservation & Sustainability 2024 5 473 05/10/2024 2500-1010 CAS BalSh - Cash 9,114.51 2500-2010 CAS BalSh - Accts Pay 9,114.51 TOTAL 9,114.51 9,114.51 FUND TOTAL 9,114.51 9,114.51 2600 26000 HRA /HRA Admini 2024 5 473 05/10/2024 26026000-1010 HRA Admin - Cash 2,032.50 26026000-2010 HRA Admin - Accts Pay 2,032.50 26000 TOTAL 2,032.50 2,032.50 2600 26001 HRA /HRA Afford 2024 5 473 05/10/2024 26026001-1010 HRA Aff Hs - Cash 794.00 26026001-2010 HRA Aff Hs - Accts Pay 794.00 26001 TOTAL 794.00 794.00 2600 26104 HRA /Pentagon P 2024 5 473 05/10/2024 26126104-1010 Pentgn TIF - Cash 142.50 26126104-2010 Pentgn TIF - Accts Pay 142.50 26104 TOTAL 142.50 142.50 2600 26109 HRA /44th and F 2024 5 473 05/10/2024 26126109-1010 44 & F TIF - Cash 206.25 26126109-2010 44 & F TIF - Accts Pay 206.25 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/09/2024 13:08User: MSchauerProgram ID: apcshdsb Page 64 JOURNAL ENTRIES TO BE CREATED FUND BALANCE SEG YEAR PER JNL EFF DATE DEBIT CREDIT ACCOUNT ACCOUNT DESCRIPTION FUND TOTAL 3,175.25 3,175.25 4000 Capital Projects 2024 5 473 05/10/2024 4000-1010 Cap Prj BS - Cash 102,672.55 4000-2010 Cap Prj BS - Accts Pay 102,672.55 FUND TOTAL 102,672.55 102,672.55 4200 Equipment Replacement 2024 5 473 05/10/2024 4200-1010 EquRep BS - Cash 72,857.00 4200-2010 EquRep BS - Accts Pay 72,857.00 FUND TOTAL 72,857.00 72,857.00 5100 Art Center 2024 5 473 05/10/2024 5100-1010 Art BalSh - Cash 443.44 5100-2010 Art BalSh - Accts Pay 443.44 TOTAL 443.44 443.44 FUND TOTAL 443.44 443.44 5200 5200 Golf /Braemar Go 2024 5 473 05/10/2024 52005200-1010 Course BS - Cash 17,534.67 52005200-2010 Course BS - Accts Pay 17,534.67 5200 TOTAL 17,534.67 17,534.67 5200 5210 Golf /Braemar Go 2024 5 473 05/10/2024 52005210-1010 Dome BS - Cash 2,961.00 52005210-2010 Dome BS - Accts Pay 2,961.00 FUND TOTAL 20,495.67 20,495.67 5300 Aquatic Center 2024 5 473 05/10/2024 5300-1010 Aqu Ctr BS - Cash 9,631.16 5300-2010 Aqu Ctr BS - Accts Pay 9,631.16 FUND TOTAL 9,631.16 9,631.16 5400 Edinborough Park 2024 5 473 05/10/2024 5400-1010 EdinPrk BS - Cash 4,847.15 5400-2010 EdinPrk BS - Accts Pay 4,847.15 FUND TOTAL 4,847.15 4,847.15 5500 Braemar Arena 2024 5 473 05/10/2024 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/09/2024 13:08User: MSchauerProgram ID: apcshdsb Page 65 JOURNAL ENTRIES TO BE CREATED FUND BALANCE SEG YEAR PER JNL EFF DATE DEBIT CREDIT ACCOUNT ACCOUNT DESCRIPTION 5500-1010 Arena BS - Cash 9,722.52 5500-2010 Arena BS - Accts Pay 9,722.52 FUND TOTAL 9,722.52 9,722.52 5600 Braemar Field 2024 5 473 05/10/2024 5600-1010 Field BS - Cash 8,624.71 5600-2010 Field BS - Accts Pay 8,624.71 FUND TOTAL 8,624.71 8,624.71 5700 Centennial Lakes 2024 5 473 05/10/2024 5700-1010 Cent Lk BS - Cash 936.85 5700-2010 Cent Lk BS - Accts Pay 936.85 FUND TOTAL 936.85 936.85 5800 Liquor 2024 5 473 05/10/2024 5800-1010 Liquor BS - Cash 140,355.36 5800-2010 Liquor BS - Accts Pay 140,355.36 TOTAL 140,355.36 140,355.36 FUND TOTAL 140,355.36 140,355.36 5900 5900 Utl Fund /Water 2024 5 473 05/10/2024 59005900-1010 Wat BS - Cash 39,358.36 59005900-2010 Wat BS - Accts Pay 39,358.36 5900 TOTAL 39,358.36 39,358.36 5900 5910 Utl Fund /Sanitary S 2024 5 473 05/10/2024 59005910-1010 Sew BS - Cash 1,611.30 59005910-2010 Sew BS - Accts Pay 1,611.30 5910 TOTAL 1,611.30 1,611.30 5900 5920 Utl Fund /Storm Sewe 2024 5 473 05/10/2024 59005920-1010 Stm BS - Cash 5,100.96 59005920-2010 Stm BS - Accts Pay 5,100.96 5920 TOTAL 5,100.96 5,100.96 5900 5930 Utl Fund /Recycling 2024 5 473 05/10/2024 59005930-1010 Rec BS - Cash 236.92 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/09/2024 13:08User: MSchauerProgram ID: apcshdsb Page 66 JOURNAL ENTRIES TO BE CREATED FUND BALANCE SEG YEAR PER JNL EFF DATE DEBIT CREDIT ACCOUNT ACCOUNT DESCRIPTION 59005930-2010 Rec BS - Accts Pay 236.92 FUND TOTAL 46,307.54 46,307.54 6000 Risk Management 2024 5 473 05/10/2024 6000-1010 Rsk Mg BS - Cash 2,054.62 6000-2010 Rsk Mg BS - Accts Pay 2,054.62 FUND TOTAL 2,054.62 2,054.62 6100 Equipment Operations 2024 5 473 05/10/2024 6100-1010 Equ Op BS - Cash 5,487.51 6100-2010 Equ Op BS - Accts Pay 5,487.51 FUND TOTAL 5,487.51 5,487.51 6200 Information Technology 2024 5 473 05/10/2024 6200-1010 I.T. BalSh - Cash 18,167.49 6200-2010 I.T. BalSh - Accts Pay 18,167.49 FUND TOTAL 18,167.49 18,167.49 6300 Facilities Management 2024 5 473 05/10/2024 6300-1010 FacMgmt BS - Cash 9,293.76 6300-2010 FacMgmt BS - Accts Pay 9,293.76 FUND TOTAL 9,293.76 9,293.76 7100 PS Training Facility 2024 5 473 05/10/2024 7100-1010 PSTF BS - Cash 3,192.28 7100-2010 PSTF BS - Accts Pay 3,192.28 FUND TOTAL 3,192.28 3,192.28 7200 MN Task Force 1 2024 5 473 05/10/2024 7200-1010 MNTF1 BS - Cash 3,260.00 7200-2010 MNTF1 BS - Accts Pay 3,260.00 FUND TOTAL 3,260.00 3,260.00 9999 Pooled Cash Fund 2024 5 473 05/10/2024 9999-1012 Control BS - CashAP 595,287.98 9999-2099 Control BS - PoolCashL 595,287.98 FUND TOTAL 595,287.98 595,287.98 Date: May 21, 2024 Agenda Item #: VI.C. To:Mayor and City Council Item Type: Report / Recommendation From:Pa Thao, Finance Director Item Activity: Subject:Approve Edina Historical Society Service Agreement Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Edina Historical Society Service Agreement. INTRODUCTION: Annually the City funds the Edina Historical Society to provide services including: 1. Archiving records and materials that would otherwise be eliminated to comply with the MN Government Data Practices Act. 2. Archiving catalogs and preserve acquisitions into the historical collection. 3. Providing exhibits and speaker programs to the public. 4. Providing images, research materials and historical information to City staff for use in City publications and videos. The City's budget was increased from $15,000 in 2023 to $20,000 in 2024. ATTACHMENTS: Description Edina Historical Society Service Agreement Service Agreement Between the City of Edina & Edina Historical Society An agreement made this 21st day of May 2024 by and between the CITY OF EDINA, a Minnesota municipal corporation ("City") and EDINA HISTORICAL SOCIETY ("Service Provider"). AUTHORITY Established in 1969, the Edina Historical Society was formed. The Society, a 50 I c3 designated non-profit organization, has a mission, "To Collect, Preserve and Tell Edina's Story" to the community and beyond. Per State Statute, the City has authority to fund a local historical society if the use of funds meets the criteria provided in statute. State Statute 471.93 APPROPRIATIONS FOR HISTORICAL WORK BY MUNICIPALITIES. In cities of the second, third or fourth class, and statutory cities at any regular or properly called special meeting of the Council, it may appropriate money for the purpose of collecting, preserving, storing, housing, printing, publishing, distributing and exhibiting data and material pertaining to the history of the city, for the purpose of commemorating the anniversary of any important and outstanding event in such history, and to preserve such history data and material for future generations. 138.053 COUNTY HISTORICAL SOCIETY; TAX LEVY; CITIES OR TOWNS. The governing body of any home rule charter or statutory city or town may annually appropriate from its general fund an amount not to exceed 0.02418 percent of estimated market value, derived from ad valorem taxes on property or other revenues, to be paid to the historical society of its respective city, town, or county to be used for the promotion of historical work and to aid in defraying the expenses of carrying on the historical work in the city, town, or county. No city or town may appropriate any funds for the benefit of any historical society unless the society is affiliated with and approved by the Minnesota Historical Society. AGREEMENT The following conditions establish the relationship between the City of Edina (City) and the Edina Historical Society (EHS): I. Annual funding provided to EHS by the City will be issued in the first quarter of the calendar year and an annual FUNDING service agreement will be signed by both parties. a. M.S. 471.93 and 138,053 authorizes the City to appropriate money and make expenditures for the specified purposes. b.The City Council has final authority to increase, decrease or eliminate the EHS budget on an annual basis. c.EHS can request an increase in funds in writing on a bi-annual basis (odd years) i.Written request should be submitted to the City's staff liaison by May I ii.Written request should include: I. Organization status, location, board members, service provided. Date: May 21, 2024 Agenda Item #: VI.D. To:Mayor and City Council Item Type: Report / Recommendation From:Todd Milburn, Chief of Police Item Activity: Subject:Approve Alternative Response Team Joint Powers Agreement Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve the Joint Powers Agreement between Hennepin County on behalf of its Human Services Department and the City of Edina. INTRODUCTION: This Joint Powers Agreement enables Edina to provide an alternative response for selective 911 calls in a matter that most effectively and efficiently supports and protects the physical, mental and behavioral health of individuals in Hennepin County. ATTACHMENTS: Description Alternative Response Team JPA Contract #A2412190 1 230565v1 JOINT POWERS AGREEMENT BETWEEN HENNEPIN COUNTY, CITY OF EDINA, AND CITY OF RICHFIELD This Joint Powers Agreement (“Agreement”) is made and entered into by and between the County of Hennepin, Minnesota (“COUNTY”) on behalf of its Human Services and Public Health Department (“HSPHD”) 300 South Sixth Street, Minneapolis, Minnesota 55487; City of Edina (“EDINA”), 4801 West 50th Street, Edina, Minnesota 55424; on behalf of its Police, Fire and 911 Dispatch departments; and City of Richfield (“RICHFIELD”), 6700 Portland Avenue, Richfield, Minnesota 55423, on behalf of its Police and Fire departments, and pursuant to the authority conferred upon them by Minn. Stat. § 471.59. EDINA’s 911 Dispatch department may be referred to as “DISPATCH”. EDINA and RICHFIELD may be collectively referred to as “CITIES”. CITIES’ Police departments may be collectively be referred to as “POLICE DEPARTMENTS” and CITIES’ Fire departments may be collectively referred to as “FIRE DEPARTMENTS”. POLICE DEPARTMENTS together with FIRE DEPARTMENTS and DISPATCH may collectively be referred to as “DEPARTMENTS”. The parties to this Agreement may also be referred to individually as “Party” and collectively as “Parties”. WHEREAS, COUNTY is a political subdivision of the State of Minnesota and its Human Services and Public Health Department are empowered to provide general and emergency public services, including response to non-emergency calls, (“911 call(s)”) that support and protect the physical, mental and behavioral health of individuals in Hennepin County; and WHEREAS, EDINA and RICHFIELD are a municipal corporations organized under the laws of the State of Minnesota and their DEPARTMENTS are empowered to provide general and emergency public services in a manner that supports and protects the physical, mental and behavioral health of individuals in Hennepin County; and WHEREAS, the Parties desire to pilot a new alternative response to low-risk 911 calls related to mental/behavioral health, substance use, and/or low level crime in a manner that most effectively and efficiently supports and protects the physical, mental and behavioral health of individuals in Hennepin County, subject to the terms and conditions of this Agreement. NOW, THEREFORE, in consideration of the mutual promises and benefits realized by each Party, the Parties agree as follows: 1. PURPOSE The purpose of this Agreement is to enable CITIES to provide an alternative response for select 911 calls in a manner that most effectively and efficiently supports and protects the physical, mental, and behavioral health of individuals in Hennepin County as detailed herein, and for DEPARTMENTS to secure such services from COUNTY and to establish the terms on which such services shall be provided. 2. PROJECT/PROGRAM A. The Parties shall cooperate and collaborate to develop and perform services associated with the Alternative Response Team (“ART”) Pilot Program (the “Program”), as further Contract #A2412190 2 230565v1 described and outlined herein, including but not limited to in Exhibit A: Description of Services. B. The Parties shall perform at all times in accordance with the provisions herein, including but not limited to the data provisions. 3. TERM OF THE AGREEMENT The term of this Agreement shall be from May 1, 2024, through December 31, 2025, unless terminated earlier in accordance with the provisions of this Agreement. 4. PAYMENT A. In accordance with the provisions herein, RICHFIELD shall pay COUNTY as follows for one (1.0) Full-Time Equivalent (FTE) Social Worker (“SW”), as that term is defined in Exhibit A, employed by COUNTY. 1. For the period May1, 2024, through December 31, 2024, RICHFIELD shall pay COUNTY Forty-Eight Thousand Four Hundred Seventy-One dollars ($48,471). 2. For the period of January 1, 2025, through December 31, 2025, RICHFIELD shall pay COUNTY Seventy-Two Thousand Seven Hundred Six dollars ($72,706). B. Any Party designated to receive payment hereunder shall submit an invoice to the indicated Party on a quarterly basis for the applicable payment portion. In the event an indicated position is not staffed for a portion of the billing cycle, the payment shall be prorated accordingly. C. Parties will make payment within thirty-five (35) days from receipt of the invoice. If the invoice is incorrect, defective, or otherwise improper, the Party will notify the applicable Party. Upon receiving the corrected invoice, the Party will make payment within thirty- five (35) days. D. RICHFIELD will provide 1.0 SW FTE for the program. E. EDINA will provide 1.0 FTE Emergency Medical Technician (“EMT”). F. POLICE DEPARTMENTS will provide the office space. G. EDINA will provide a vehicle for the program. 5. LIABILITY AND NOTICE A. Each Party shall be liable for its own acts and the results thereof to the extent provided by law and, further, each Party shall defend, indemnify, and hold harmless each other (including their present and former officials, officers, agents, employees, volunteers, and subcontractors), from any liability, claims, causes of action, judgments, damages, losses, Contract #A2412190 3 230565v1 costs, or expenses, including reasonable attorney’s fees, resulting directly or indirectly from any act or omission of the indemnifying Party, anyone directly or indirectly employed by it, and/or anyone for whose acts and/or omissions it may be liable, in the performance or failure to perform its obligations under this Agreement. The provisions of applicable law, including but not limited to Minnesota Statutes, Chapter 466, shall apply to claims brought against COUNTY and/or CITIES as a result of this Agreement or performance hereunder. B. To the fullest extent permitted by law, action by the Parties to this Agreement is intended to be and shall be construed as a “cooperative activity” and it is the intent of the Parties that they shall be a deemed a “single governmental unit” for the purposes of liability, as set forth in Minnesota Statutes, section 471.59, subdivision 1a(a), provided further that for purposes of that statute, each Party to this Agreement expressly declines responsibility for the acts or omissions of the other Party to this Agreement except to the extent they have agreed in writing to be responsible for the acts or omissions of the other Party. The total liability for the Parties shall not be added together to exceed the limits on governmental liability for a single governmental unit. C. Each Party shall promptly notify the other parties of any actual or suspected claim, action, cause of action, administrative action, criminal arrest, criminal charge, or litigation brought against the Party, its present and former officials, officers, agents, employees, volunteers, and subcontractors which arises out of services provided under this Agreement. 6. INSURANCE Each party warrants that it has a purchased insurance or utilizes a self-insurance program sufficient to meet its liability obligations and, at a minimum, to meet the maximum liability limits of Minnesota Statutes Chapter 466. This provision shall not be construed as a waiver of any immunity from liability under Chapter 466 or any other applicable law. 7. INDEPENDENT PARTIES Notwithstanding any other formal, written agreements or contracts which may exist between COUNTY and CITIES, nothing is intended or should be construed in any manner as creating or establishing the relationship of partners between the Parties hereto or as constituting either Party as the agent, representative, or employee of the other for any purpose or in any manner whatsoever. Each Party is to be and shall remain an independent contractor with respect to all services performed under this Agreement. Each Party will secure at its own expense all personnel required in performing services under this Agreement. Any personnel of a Party or other persons engaged in the performance of any work or services required by that Party shall have no contractual relationship with any other Party and will not be considered employees of another Party. No Party shall be responsible for any claims related to or on behalf of another Party’s personnel, including without limitation, claims that arise out of employment or alleged employment under the Minnesota Unemployment Insurance Law (Minnesota Statutes Chapter 268) or the Minnesota Workers' Compensation Act (Minnesota Statutes Chapter 176), or claims of discrimination arising out of state, local, or federal law, against a Party, its officers, agents, contractors, or employees. Such personnel or other persons shall neither require nor be entitled to any compensation, rights, or benefits of any kind from another Party, including, Contract #A2412190 4 230565v1 without limitation, tenure rights, medical and hospital care, sick and vacation leave, workers' compensation, unemployment compensation, disability, severance pay, and retirement benefits. 8. NONDISCRIMINATION In accordance with COUNTY’s policies against discrimination, the Parties shall not exclude any person from full employment rights or participation in, or the benefits of, any program, service or activity on the grounds of race, color, creed, religion, age, sex, disability, marital status, sexual orientation, public assistance status, or national origin; and no person who is protected by applicable federal or state laws against discrimination shall be otherwise subjected to discrimination. 9. NO THIRD PARTY BENEFICIARY Except as herein specifically provided, no other person, customer, employee, or invitee of the Parties or any other third party shall be deemed to be a third party beneficiary of any of the provisions herein. 10. DATA The Parties, including their officers, agents, owners, partners, employees, volunteers and subcontractors, shall abide by the provisions of the Minnesota Government Data Practices Act, Minnesota Statutes Chapter 13, and all other applicable state and federal law, rules, regulations and orders relating to data privacy, confidentiality, disclosure of information, medical records or other health and enrollment information, and as any of the same may be amended, as well as the data and data sharing provisions set forth in Exhibits A and B. The terms of this paragraph shall survive the cancellation or termination of this Agreement. 11. RECORDS – AVAILABILITY/ACCESS Subject to the requirements of Minnesota Statutes section 16C.05, subd. 5, the Parties, the State Auditor, Legislative Auditor, or any of their authorized representatives, at any time during normal business hours, and as often as they may reasonably deem necessary, shall have access to and the right to examine, audit, excerpt, and transcribe any books, documents, papers, records, etc., of the Parties which are pertinent to the accounting practices and procedures of the Parties and involve transactions relating to this Agreement. The Parties shall maintain these materials and allow access during the period of this Agreement and for six (6) years after its expiration, cancellation or termination. 12. MERGER, MODIFICATION, AND SEVERABILITY A. The entire understanding between the Parties is contained herein and supersedes all oral agreements and negotiations between the Parties relating to the subject matter. All items that are referenced or that are attached are incorporated and made a part of this Agreement. If there is any conflict between the terms of this Agreement and referenced or attached items, the terms of this Agreement shall prevail. Contract #A2412190 5 230565v1 B. Any alterations, variations or modifications of the provisions of this Agreement shall only be valid when they have been reduced to writing as an amendment to this Agreement signed by the Parties. Except as expressly provided, the substantive legal terms contained in this Agreement including but not limited to Indemnification; Liability and Notice; Merger, Modification and Severability; Default and Cancellation/Termination or Minnesota Law Governs may not be altered, varied, modified or waived by any change order, implementation plan, scope of work, development specification or other development process or document. C. If any provision of this Agreement is held invalid, illegal or unenforceable, the remaining provisions will not be affected. 13. DEFAULT AND CANCELLATION/TERMINATION A. If any Party fails to perform any of the provisions of this Agreement, fails to administer the work so as to endanger the performance of the Agreement or otherwise breaches or fails to comply with any of the terms of this Agreement, and such failure is not cured within thirty (30) days of written notice, it shall be in default. Unless the Party’s default is excused in writing by both non-defaulting Parties, either non-defaulting Party may upon written notice immediately cancel or terminate this Agreement in its entirety. B. This Agreement may be canceled/terminated with or without cause by any Party upon thirty (30) days written notice. Upon cancellation/termination, property or surplus money, if any, acquired as a result of the operation of this Agreement shall be distributed to the Parties in proportion to contributions of the Parties. C. Any Party’s failure to insist upon strict performance of any provision or to exercise any right under this Agreement shall not be deemed a relinquishment or waiver of the same, unless consented to in writing. Such consent shall not constitute a general waiver or relinquishment throughout the entire term of the Agreement. D. The express remedies herein shall be in addition to any other right or remedy available to any Party under this Agreement, law, statute, rule, and/or equity. 14. NOTICES Unless the Parties otherwise agree in writing, any notice or demand which must be given or made by a Party under this Agreement or any statute or ordinance shall be in writing and shall be sent registered or certified mail. Notices to COUNTY shall be sent to the County Administrator at the address given in the opening paragraph of this Agreement with copies to HSPHD as detailed below. Notices to DEPARTMENTS shall be sent to the address stated in the opening paragraph of this Agreement with a copy to POLICE DEPARTMENTS and to FIRE DEPARTMENTS as detailed below. HSPHD: Leah Kaiser Director of Behavioral Health Hennepin County Human Services and Public Health Department Contract #A2412190 6 230565v1 300 South 6th Street Minneapolis, Minnesota 55487 EDINA: Todd Milburn Chief of Police Edina Police Department 4801 West 50th Street Edina, Minnesota 55424 tmilburn@edinamn.gov Andrew Slama Edina Fire Chief Edina Fire Department 6250 Tracy Ave Edina, MN 55436 aslama@edinamn.gov RICHFIELD: Jay Henthorne Director of Public Safety/Chief of Police Richfield Police Department 6700 Portland Avenue Richfield, Minnesota 55423 Mike Dobesh Fire Chief City of Richfield 6700 Portland Avenue Richfield, Minnesota 55423 15. SURVIVAL OF PROVISIONS Provisions that by their nature are intended to survive the term, cancellation or termination of this Agreement do survive such term, cancellation or termination. Such provisions include but are not limited to: INDEPENDENT PARTIES; LIABILITY AND NOTICE; INSURANCE; DATA; RECORDS-AVAILABILITY/ACCESS; DEFAULT AND CANCELLATION/TERMINATION; MARKETING AND PROMOTIONAL LITERATURE; and MINNESOTA LAW GOVERNS. 16. MARKETING AND PROMOTIONAL LITERATURE CITIES and COUNTY agree that the terms, “City of Edina” “City of Richfield”, “Edina Fire”, “Edina Police”, “Richfield Fire”, “Richfield Police”, “Hennepin County”, “Hennepin County Human Services and Public Health Department” and the name of any elected official, or any derivatives thereof, shall not be utilized in any promotional literature or advertisements of any type without the express prior written consent of CITIES and/or COUNTY. Contract #A2412190 7 230565v1 17. MINNESOTA LAWS GOVERN The laws of the state of Minnesota shall govern all questions and interpretations concerning the validity and construction of this Agreement and the legal relations between the Parties and their performance. The appropriate venue and jurisdiction for any litigation will be those courts located within the County of Hennepin, state of Minnesota. Litigation, however, in the federal courts involving the Parties will be in the appropriate federal court within the state of Minnesota. (The remainder of this page intentionally left blank.) Contract #A2412190 8 230565v1 The Parties hereto agree to be bound by the provisions set forth in this Agreement. Reviewed for HSPHD by COUNTY OF HENNEPIN the County Attorney’s Office: STATE OF MINNESOTA By: ______________________________ Chair of Its County Board Date: ________________________ ATTEST: Deputy/Clerk of County Board _______________________________ And: County Administrator Date: __________________________ Date: CITY OF EDINA By: ______________________________________ Title: Date: _____________________________________ By: ______________________________________ Title: Date: _____________________________________ CITY OF RICHFIELD By: ______________________________________ Title: Date: _____________________________________ By: ______________________________________ Title: ____________________________________ Date: _____________________________________ Exhibit A: Description of Services Contract # A2412190 1 230565v1 Subject to the provisions in the Agreement, including but not limited to provisions regarding data and data sharing, HSPHD and DEPARTMENTS shall cooperate and collaborate to develop and perform services associated with the Program. The Parties agree that, subject to performance and outcomes under this Agreement, additional teams may be developed, agreed upon, and implemented. Program Objectives: Objective 1. SW and medical provider responding to low-risk 911 calls related to mental/behavioral health, substance use, and/or low level crime as ART will assess and refer Individuals to community resources as set forth herein. Objective 2. Decrease the number of low-risk 911 related to mental/behavioral health, substance use, and/or low level crime calls that have a law enforcement and fire response. Objective 3. Reduce the need for future 911 calls for individuals served by ART. Objective 4. Reduce the use of emergency medical services by teaching prevention strategies and promoting community stabilization. Program Overview: HSPHD and CITIES seek to pilot an Alternative Response Team in CITIES’ DEPARTMENTS. Mental health calls require a specific skill set which may differ from the training of the current emergency response structure made up of police, fire, and emergency medical services. As further described herein, ART may be asked to respond to situations in the following manner: (i) EDINA 911 DISPATCH may dispatch ART in response to a 911 call; (ii) DEPARTMENTS may, following assessment of a situation, request that EDINA dispatch ART; or (iii) ART may self-initiate a response. Program Guidelines: To achieve the objectives, the Parties shall exercise best efforts to assign personnel and to perform in accordance with the following program specifications, including but not limited to DISPATCH Guidelines and other applicable DEPARTMENTS’ Guidelines. DISPATCH Guidelines: DISPATCH may, in its sole discretion, dispatch ART to calls for service where the ART response would be appropriate based on the situation or a request for ART dispatch from DEPARTMENTS. EDINA shall train DISPATCH personnel to recognize situations where dispatching ART may be appropriate. DISPATCH personnel will use their training and best judgment when dispatching ART. Based on call information received DISPATCH will determine if the call appears safe for ART to respond to. ART team may request POLICE DEPARTMENT if the call appears unsafe upon arrival on scene. Exhibit A: Description of Services Contract # A2412190 2 230565v1 The Parties each expressly acknowledge and agree that nothing herein shall modify or alter EDINA’s primary obligation is to ensure public safety and to keep and preserve the peace. EDINA personnel shall exercise their sole discretion in deciding whether to dispatch ART. Nothing herein is intended to nor shall be construed as requiring that EDINA dispatch ART. DEPARTMENTS’ Guidelines: DEPARTMENTS, in collaboration with the other Parties, shall train law enforcement and fire personnel to recognize situations where requesting dispatch of ART is an appropriate response. If DEPARTMENTS request that EDINA dispatch ART, DEPARTMENTS’ officers will, to the extent possible, include known data about the individual. Generally: ART will be requested to respond to calls where mental health, substance use, and social service needs are primary. Once the scene is determined safe by DEPARTMENT(S) on site, ART will provide services to individuals. ART will not be dispatched outside of EDINA or RICHFIELD city boundaries without the request of CITIES’ DEPARTMENT(S) following up on a call. If ART is not available to respond, DISPATCH will follow standard dispatch policy and procedure. Each Party shall follow its applicable policy, procedure, and training, including but not limited to documenting and reporting. ART Team Guidelines: ART will assess and respond to individuals encountered in an ART response. As appropriate, a responding ART may refer to needed resources, complete a crisis plan, connect to existing supports and transport to appropriate locations. DEPARTMENTS will work with HSPHD to establish a process/rules for tracking Individual referrals. Each Party expressly agrees to comply with the data and information provisions set forth in Exhibit B. Parties’ Responsibilities: In addition to the responsibilities described above, the Parties shall generally be responsible as follows: HSPHD Responsibilities: 1. HSPHD shall assign personnel as necessary to meet to the guidelines and obligations set forth herein (each a “SW”). At all times during this Agreement, the SW will be COUNTY employees and be supervised by HSPHD. Exhibit A: Description of Services Contract # A2412190 3 230565v1 2. Social work coverage will be available for ART response at times agreed upon by Parties. 3. CITIES will use their Embedded Social Worker to cover when primary ART SW is unavailable. 4. The SW will provide services in person and/or by phone. 5. HSPHD shall provide the SW with equipment deemed necessary to provide the services under this Agreement by HSPHD, which may include a cell phone, computer equipment and a uniform. 6. EDINA shall provide ART with Mobile Data Computer (“MDC”), Toughbook, and radio. 7. The SW will make a reasonable attempt to respond to all calls dispatched in the order they are received when ART is logged into the dispatching system and available. 8. HSPHD will provide services in an ethical and culturally sensitive manner. 9. The SW will make a reasonable attempt to obtain a Release of Information (ROI), in order to permit relevant information to be subsequently shared with DEPARTMENTS and/or fire department. 10. HSPHD will track Program Data, as agreed upon by all Parties. The Parties expressly agree that Program Data will be aggregated and/or de-identified in a manner that ensures that no individual may be directly or indirectly identified in any manner. EDINA Responsibilities: 1. Subject to applicable law, EDINA will dispatch ART in accordance with the provisions and guidelines herein. 2. Before Program implementation, EDINA will work with the HSPHD Social Work Unit Supervisor, Project Manager and DEPARTMENTS to develop a workflow for dispatching calls to ART. DEPARTMENTS Responsibilities: 1. POLICE DEPARTMENTS will provide office space, desks, and internet connection for SW. 2. 2. DEPARTMENTS shall track Program Data. The Parties expressly agree that Program Data will be aggregated and/or de-identified in a manner that ensures that no individual may be directly or indirectly identified in any manner. Medical Provider Responsibilities: 1. EDINA shall assign medical personnel as necessary to meet the guidelines and obligations set forth herein. At all times during this Agreement, the medical provider will Exhibit A: Description of Services Contract # A2412190 4 230565v1 be EDINA employees and will be supervised by an EDINA medical director. EDINA shall be solely responsible for ensuring that medical provider is aware of all obligations herein and are properly trained to perform in accordance with this Agreement, certified by Emergency Medical Services Regulatory Board, and relevant Minnesota Department of Human Services standards of conduct and law. 2. The medical provider will work during reasonable hours as needed to support the Program and as agreed to by the Parties from time to time. 3. The medical provider will provide services in person. 4. EDINA shall provide the medical provider with all equipment deemed necessary to perform the services under this Agreement, which may include a cell phone, computer equipment, a uniform and medical supplies. 5. The medical provider will make a reasonable attempt to respond to all calls dispatched in the order they are received during reasonable hours as needed to support the Program and as agreed to by the Parties from time to time. 6. Services will be provided in an ethical and culturally sensitive manner. Exhibit B Data and Information Contract # A2412190 1 230565v1 As used herein, “Program Data” shall mean all information and data collected, created, received, maintained or disseminated by any Party pursuant to this Agreement regardless of its physical form, storage media or conditions of use. The Parties expressly acknowledge and agree that Program Data provided or exchanged between Parties shall be subject to the provisions of this Agreement and applicable law. Each Party shall create, collect, and maintain Program Data in accordance with the Party’s data and information policies. In the event of any conflict between a Parties’ policy and this Agreement, the order of precedence shall be 1) this Agreement; then 2) the Party’s policy. However, notwithstanding any Party’s policy, each Party is expressly prohibited from sharing, distributing, or disseminating any Program Data to/with any other Party or with any third-party except: (i) pursuant to valid authorization from the data subject; (ii) if COUNTY and CITIES agree that the Program Data is classified as public data by applicable law, including but not limited to the Minnesota Government Data Practices Act; (iii) the sharing, distribution, or dissemination is authorized by applicable law, including but not limited to Minn. Stat. §§ 13.46, 13.82, & 144.294; or (iv) the sharing, distribution, or dissemination occurs in connection with an emergency and is necessary to protect the health or safety of an individual or individuals. Any Program Data shared, distributed, or disseminated should be limited to the minimum necessary in accordance with applicable law. In regard to the Program Data, each Party shall: (i) access, use, control, protect and safeguard all Program Data in compliance with the terms of the Agreement, generally accepted industry standards, all applicable laws, and the Party’s then applicable policies, procedures, rules, and directions; to the extent of any inconsistency between any of the foregoing, applicable law shall prevail; (ii) immediately notify all other Parties of any known or suspected security breach or unauthorized access to Program Data, then comply with all responsive directions provided by the other Parties; (iii) only access/use Program Data as reasonable and necessary for performance under the Agreement; (iv) restrict access to Program Data to only those personnel that need such access for the purpose of performance under the Agreement; (v) advise its personnel that may have access to Program Data of the obligations imposed by this Exhibit; and (vi) immediately notify the other Parties in the event it receives a request or demand for data, including but not limited to a request/demand made under the MGDPA, subpoenas, Court Orders or other legal processes. Exhibit B Data and Information Contract # A2412190 2 230565v1 Nothing in this Agreement is intended to nor shall be construed as conveying by one Party to another Party, either expressly or by implication, any right, title or interest in any of the Party’s information or data including but not limited to any copyright, trade secret or other right, whether intellectual or otherwise. Date: May 21, 2024 Agenda Item #: VI.E. To:Mayor and City Council Item Type: Request For Purchase From:Patty McGrath, General Manager - Edinborough Park & Edina Aquatic Center Item Activity: Subject:Request for Purchase: Cleaning Services for Edina Aquatic Center Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Request for Purchase for cleaning services at the Edina Aquatic Center with Wendy Del Carmen Maciel Gutievrez, DBA Covas Cleaning Services, LLC for $27,717. INTRODUCTION: This purchase is for deep cleaning, daytime and overnight cleaning services at the Edina Aquatic Center. T hese services provide a clean and safe facility during all hours of operation for the 1,000-2,000 daily visitors in attendance. ATTACHMENTS: Description Request for Purchase: Cleaning Services for Edina Aquatic Center Request for Purchase Requisition Number 1 CITY OF EDINA 4801 W 50th St., Edina, MN 55424 www.EdinaMN.gov | 952-927-8861 12400144 Department:Parks & Recreation Buyer:Patty McGrath Date: 05/07/2024 Requisition Description:Cleaning Services for the Edina Aquatic Center Vendor:WENDY DEL CARMEN MACIEL GUTIEVREZ Cost:$27,717.73 REPLACEMENT or NEW:REPLACEM - REPLACEMENT PURCHASE SOURCE:QUOTE/BD - QUOTE/BID DESCRIPTION:Cleaning Services for the Edina Aquatic Center BUDGET IMPACT: Aquatic Center Operating Budget Environmental Impact - item specific: 2 COMMUNITY IMPACT:Provides a clea n and safe facility for guests at the Aquatic Center ENVIRONMENTAL IMPACT:Uses eco-friendly cleaning products to keep facility clean Vehicle - Make/Model/Year requested vehicle:N/A Vehicle - Make/Model/Year current vehicle (if replacement): N/A Vehicle - Does purchase meet Green Fleet Recommendations? - Vehicle - If does not meet Green Fleet Recommendations, justification: - MPG: Carbon Emissions: Date: May 21, 2024 Agenda Item #: VI.F. To:Mayor and City Council Item Type: Request For Purchase From:Richard Poppitz, Equipment Operations Supervisor Item Activity: Subject:Request for Purchase: 2024 Toro Trim Mower Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Request for Purchase for one 2024 Toro 3200 trim mower from MTI Distributing for $27,193. INTRODUCTION: MTI will provide T he Toro 3200 mower for the Parks and Recreation department. This unit was approved for replacement in the CIP replacement budget. It will be replacing the John Deere mower #47-474 due to age and condition. ATTACHMENTS: Description Request for Purchase: 2024 Toro Trim Mower Request for Purchase Requisition Number 1 CITY OF EDINA 4801 W 50th St., Edina, MN 55424 www.EdinaMN.gov | 952-927-8861 12400145 Department:Parks & Recreation Buyer:Richard Poppitz Date: 05/09/2024 Requisition Description:2024 Toro Trim Mower Vendor:MTI DISTRIBUTING INC Cost:$27,193.92 REPLACEMENT or NEW:REPLACEM - REPLACEMENT PURCHASE SOURCE:STATE K - STATE CONTRACT DESCRIPTION:We are replacing trim mower do to age and condition BUDGET IMPACT: Park and Rec equipment replacement funds Environmental Impact - item specific: 2 COMMUNITY IMPACT:All resident accessibility ENVIRONMENTAL IMPACT:We are upgrading to a more efficient diesel motor. Vehicle - Make/Model/Year requested vehicle:Toro / 3200 / 2024 Vehicle - Make/Model/Year current vehicle (if replacement): John Deere / 5515 / 2011 Vehicle - Does purchase meet Green Fleet Recommendations? YES - YES Vehicle - If does not meet Green Fleet Recommendations, justification: - MPG:N/A Carbon Emissions:N/A Date: May 21, 2024 Agenda Item #: VI.G. To:Mayor and City Council Item Type: From:Zuleyka Marquez, Project Manager Item Activity: Subject:Request for Purchase: Fire Station 2 Station Alerting Equipment Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Request for Purchase for Fire Station 2 Station Alerting Equipment with US Digital Designs, Inc. for $128,884. INTRODUCTION: The project includes station alerting equipment for the new fire station 2 at 4401 76th St W. This technology is consistent with the existing City’s stations. ATTACHMENTS: Description Request for Purchase: Fire Station 2 Station Alerting Equipment 1 CITY OF EDINA 4801 W 50th St., Edina, MN 55424 www.EdinaMN.gov | 952-927-8861 Requisition Number 12400142 Department: Engineering Buyer: Zuleyka Marquez Date: 05/21/2024 Request for Purchase Requisition Description: Fire Station 2, Station alerting equipment Vendor: US Digital Designs, Inc. Cost: $128,884.56 REPLACEMENT or NEW: NEW PURCHASE SOURCE: QUOTE/BID DESCRIPTION: The project includes station alerting equipment for the new Fire Station 2 at 4401 76th St W. This technology is consistent with the existing City’s stations. BUDGET IMPACT: This project is funded by general obligation bonds totaling $47.3M, authorized via Resolution No. 2022-56 and 2024-21. This scope was included in that budget. 2 COMMUNITY IMPACT: Fire Station 2 is a critical piece of public safety infrastructure. This system sends alerts from dispatch to first responders, improving their emergency response times and helping them fulfill their mission to serve the community in a safe and efficient manner. ENVIRONMENTAL IMPACT: All equipment is new. Existing fire station 2 system will be reused for parts / future repairs as needed. Date: May 21, 2024 Agenda Item #: VI.H. To:Mayor and City Council Item Type: Request For Purchase From:Zuleyka Marquez, Project Manager Item Activity: Subject:Request for Purchase: Fire Station 2 Station Alerting Equipment Install Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Request for Purchase for Fire Station 2 Station Alerting Equipment Installation with Ancom Technical Center for $66,721. INTRODUCTION: The project includes station alerting equipment installation for the new Fire Station 2 at 4401 W. 76th Street. The installer is a trained & certified installer of the equipment. ATTACHMENTS: Description Request for Purchase: Fire Station 2 Station Alerting Equipment Install A201 General Conditions A101 Agreement 1 CITY OF EDINA 4801 W 50th St., Edina, MN 55424 www.EdinaMN.gov | 952-927-8861 Requisition Number 12400146 Department: Engineering Buyer: Zuleyka Marquez Date: 05/21/2024 Request for Purchase Requisition Description: Fire Station 2, Station alerting equipment install Vendor: Ancom Technical Center Cost: $66,721.00 REPLACEMENT or NEW: NEW PURCHASE SOURCE: QUOTE/BID DESCRIPTION: The project includes station alerting equipment installation for the new Fire Station 2 at 4401 76th St W. The installer is a trained & certified installer of the equipment. BUDGET IMPACT: This project is funded by general obligation bonds totaling $47.3M, authorized via Resolution No. 2022-56 and 2024-21. This scope was included in that budget. 2 COMMUNITY IMPACT: Fire Station 2 is a critical piece of public safety infrastructure. This system sends alerts from dispatch to first responders, improving their emergency response times and helping them fulfill their mission to serve the community in a safe and efficient manner. ENVIRONMENTAL IMPACT: The installer is local. Document A201® – 2017 General Conditions of the Contract for Construction Init. / AIA Document A201 – 2017. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. “The American Institute of Architects,” “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are trademarks of The American Institute of Architects. This document was produced at 13:39:53 ET on 05/14/2024 under Order No.2114499103 which expires on 01/24/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1379358547) 1 ADDITIONS AND DELETIONS: The author of this document has added information needed for its completion. The author may also have revised the text of the original AIA standard form. An Additions and Deletions Report that notes added information as well as revisions to the standard form text is available from the author and should be reviewed. A vertical line in the left margin of this document indicates where the author has added necessary information and where the author has added to or deleted from the original AIA text. This document has important legal consequences. Consultation with an attorney is encouraged with respect to its completion or modification. For guidance in modifying this document to include supplementary conditions, see AIA Document A503™, Guide for Supplementary Conditions. for the following PROJECT: (Name and location or address) Fire Station 2, station alerting equipment install THE OWNER: (Name, legal status and address) City of Edina 4801 W. 50th St. Edina, MN 55424 THE ARCHITECT: (Name, legal status and address) Boarman Kroos Vogel Group, Inc. dBa BKV Group 222 North Second Street, Suite 101 Minneapolis, Minnesota 55401 TABLE OF ARTICLES 1 GENERAL PROVISIONS 2 OWNER 3 CONTRACTOR 4 ARCHITECT 5 SUBCONTRACTORS 6 CONSTRUCTION BY OWNER OR BY SEPARATE CONTRACTORS 7 CHANGES IN THE WORK 8 TIME 9 PAYMENTS AND COMPLETION 10 PROTECTION OF PERSONS AND PROPERTY 11 INSURANCE AND BONDS 12 UNCOVERING AND CORRECTION OF WORK 13 MISCELLANEOUS PROVISIONS Init. / AIA Document A201 – 2017. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. “The American Institute of Architects,” “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are trademarks of The American Institute of Architects. This document was produced at 13:39:53 ET on 05/14/2024 under Order No.2114499103 which expires on 01/24/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1379358547) 2 14 TERMINATION OR SUSPENSION OF THE CONTRACT 15 CLAIMS AND DISPUTES Init. / AIA Document A201 – 2017. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. “The American Institute of Architects,” “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are trademarks of The American Institute of Architects. This document was produced at 13:39:53 ET on 05/14/2024 under Order No.2114499103 which expires on 01/24/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1379358547) 3 INDEX (Topics and numbers in bold are Section headings.) Acceptance of Nonconforming Work 9.6.6, 9.9.3, 12.3 Acceptance of Work 9.6.6, 9.8.2, 9.9.3, 9.10.1, 9.10.3, 12.3 Access to Work 3.16, 6.2.1, 12.1 Accident Prevention 10 Acts and Omissions 3.2, 3.3.2, 3.12.8, 3.18, 4.2.3, 8.3.1, 9.5.1, 10.2.5, 10.2.8, 13.3.2, 14.1, 15.1.2, 15.2 Addenda 1.1.1 Additional Costs, Claims for 3.7.4, 3.7.5, 10.3.2, 15.1.5 Additional Inspections and Testing 9.4.2, 9.8.3, 12.2.1, 13.4 Additional Time, Claims for 3.2.4, 3.7.4, 3.7.5, 3.10.2, 8.3.2, 15.1.6 Administration of the Contract 3.1.3, 4.2, 9.4, 9.5 Advertisement or Invitation to Bid 1.1.1 Aesthetic Effect 4.2.13 Allowances 3.8 Applications for Payment 4.2.5, 7.3.9, 9.2, 9.3, 9.4, 9.5.1, 9.5.4, 9.6.3, 9.7, 9.10 Approvals 2.1.1, 2.3.1, 2.5, 3.1.3, 3.10.2, 3.12.8, 3.12.9, 3.12.10.1, 4.2.7, 9.3.2, 13.4.1 Arbitration 8.3.1, 15.3.2, 15.4 ARCHITECT 4 Architect, Definition of 4.1.1 Architect, Extent of Authority 2.5, 3.12.7, 4.1.2, 4.2, 5.2, 6.3, 7.1.2, 7.3.4, 7.4, 9.2, 9.3.1, 9.4, 9.5, 9.6.3, 9.8, 9.10.1, 9.10.3, 12.1, 12.2.1, 13.4.1, 13.4.2, 14.2.2, 14.2.4, 15.1.4, 15.2.1 Architect, Limitations of Authority and Responsibility 2.1.1, 3.12.4, 3.12.8, 3.12.10, 4.1.2, 4.2.1, 4.2.2, 4.2.3, 4.2.6, 4.2.7, 4.2.10, 4.2.12, 4.2.13, 5.2.1, 7.4, 9.4.2, 9.5.4, 9.6.4, 15.1.4, 15.2 Architect’s Additional Services and Expenses 2.5, 12.2.1, 13.4.2, 13.4.3, 14.2.4 Architect’s Administration of the Contract 3.1.3, 3.7.4, 15.2, 9.4.1, 9.5 Architect’s Approvals 2.5, 3.1.3, 3.5, 3.10.2, 4.2.7 Architect’s Authority to Reject Work 3.5, 4.2.6, 12.1.2, 12.2.1 Architect’s Copyright 1.1.7, 1.5 Architect’s Decisions 3.7.4, 4.2.6, 4.2.7, 4.2.11, 4.2.12, 4.2.13, 4.2.14, 6.3, 7.3.4, 7.3.9, 8.1.3, 8.3.1, 9.2, 9.4.1, 9.5, 9.8.4, 9.9.1, 13.4.2, 15.2 Architect’s Inspections 3.7.4, 4.2.2, 4.2.9, 9.4.2, 9.8.3, 9.9.2, 9.10.1, 13.4 Architect’s Instructions 3.2.4, 3.3.1, 4.2.6, 4.2.7, 13.4.2 Architect’s Interpretations 4.2.11, 4.2.12 Architect’s Project Representative 4.2.10 Architect’s Relationship with Contractor 1.1.2, 1.5, 2.3.3, 3.1.3, 3.2.2, 3.2.3, 3.2.4, 3.3.1, 3.4.2, 3.5, 3.7.4, 3.7.5, 3.9.2, 3.9.3, 3.10, 3.11, 3.12, 3.16, 3.18, 4.1.2, 4.2, 5.2, 6.2.2, 7, 8.3.1, 9.2, 9.3, 9.4, 9.5, 9.7, 9.8, 9.9, 10.2.6, 10.3, 11.3, 12, 13.3.2, 13.4, 15.2 Architect’s Relationship with Subcontractors 1.1.2, 4.2.3, 4.2.4, 4.2.6, 9.6.3, 9.6.4, 11.3 Architect’s Representations 9.4.2, 9.5.1, 9.10.1 Architect’s Site Visits 3.7.4, 4.2.2, 4.2.9, 9.4.2, 9.5.1, 9.9.2, 9.10.1, 13.4 Asbestos 10.3.1 Attorneys’ Fees 3.18.1, 9.6.8, 9.10.2, 10.3.3 Award of Separate Contracts 6.1.1, 6.1.2 Award of Subcontracts and Other Contracts for Portions of the Work 5.2 Basic Definitions 1.1 Bidding Requirements 1.1.1 Binding Dispute Resolution 8.3.1, 9.7, 11.5, 13.1, 15.1.2, 15.1.3, 15.2.1, 15.2.5, 15.2.6.1, 15.3.1, 15.3.2, 15.3.3, 15.4.1 Bonds, Lien 7.3.4.4, 9.6.8, 9.10.2, 9.10.3 Bonds, Performance, and Payment 7.3.4.4, 9.6.7, 9.10.3, 11.1.2, 11.1.3, 11.5 Building Information Models Use and Reliance 1.8 Building Permit 3.7.1 Capitalization 1.3 Certificate of Substantial Completion 9.8.3, 9.8.4, 9.8.5 Init. / AIA Document A201 – 2017. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. “The American Institute of Architects,” “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are trademarks of The American Institute of Architects. This document was produced at 13:39:53 ET on 05/14/2024 under Order No.2114499103 which expires on 01/24/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1379358547) 4 Certificates for Payment 4.2.1, 4.2.5, 4.2.9, 9.3.3, 9.4, 9.5, 9.6.1, 9.6.6, 9.7, 9.10.1, 9.10.3, 14.1.1.3, 14.2.4, 15.1.4 Certificates of Inspection, Testing or Approval 13.4.4 Certificates of Insurance 9.10.2 Change Orders 1.1.1, 3.4.2, 3.7.4, 3.8.2.3, 3.11, 3.12.8, 4.2.8, 5.2.3, 7.1.2, 7.1.3, 7.2, 7.3.2, 7.3.7, 7.3.9, 7.3.10, 8.3.1, 9.3.1.1, 9.10.3, 10.3.2, 11.2, 11.5, 12.1.2 Change Orders, Definition of 7.2.1 CHANGES IN THE WORK 2.2.2, 3.11, 4.2.8, 7, 7.2.1, 7.3.1, 7.4, 8.3.1, 9.3.1.1, 11.5 Claims, Definition of 15.1.1 Claims, Notice of 1.6.2, 15.1.3 CLAIMS AND DISPUTES 3.2.4, 6.1.1, 6.3, 7.3.9, 9.3.3, 9.10.4, 10.3.3, 15, 15.4 Claims and Timely Assertion of Claims 15.4.1 Claims for Additional Cost 3.2.4, 3.3.1, 3.7.4, 7.3.9, 9.5.2, 10.2.5, 10.3.2, 15.1.5 Claims for Additional Time 3.2.4, 3.3.1, 3.7.4, 6.1.1, 8.3.2, 9.5.2, 10.3.2, 15.1.6 Concealed or Unknown Conditions, Claims for 3.7.4 Claims for Damages 3.2.4, 3.18, 8.3.3, 9.5.1, 9.6.7, 10.2.5, 10.3.3, 11.3, 11.3.2, 14.2.4, 15.1.7 Claims Subject to Arbitration 15.4.1 Cleaning Up 3.15, 6.3 Commencement of the Work, Conditions Relating to 2.2.1, 3.2.2, 3.4.1, 3.7.1, 3.10.1, 3.12.6, 5.2.1, 5.2.3, 6.2.2, 8.1.2, 8.2.2, 8.3.1, 11.1, 11.2, 15.1.5 Commencement of the Work, Definition of 8.1.2 Communications 3.9.1, 4.2.4 Completion, Conditions Relating to 3.4.1, 3.11, 3.15, 4.2.2, 4.2.9, 8.2, 9.4.2, 9.8, 9.9.1, 9.10, 12.2, 14.1.2, 15.1.2 COMPLETION, PAYMENTS AND 9 Completion, Substantial 3.10.1, 4.2.9, 8.1.1, 8.1.3, 8.2.3, 9.4.2, 9.8, 9.9.1, 9.10.3, 12.2, 15.1.2 Compliance with Laws 2.3.2, 3.2.3, 3.6, 3.7, 3.12.10, 3.13, 9.6.4, 10.2.2, 13.1, 13.3, 13.4.1, 13.4.2, 13.5, 14.1.1, 14.2.1.3, 15.2.8, 15.4.2, 15.4.3 Concealed or Unknown Conditions 3.7.4, 4.2.8, 8.3.1, 10.3 Conditions of the Contract 1.1.1, 6.1.1, 6.1.4 Consent, Written 3.4.2, 3.14.2, 4.1.2, 9.8.5, 9.9.1, 9.10.2, 9.10.3, 13.2, 15.4.4.2 Consolidation or Joinder 15.4.4 CONSTRUCTION BY OWNER OR BY SEPARATE CONTRACTORS 1.1.4, 6 Construction Change Directive, Definition of 7.3.1 Construction Change Directives 1.1.1, 3.4.2, 3.11, 3.12.8, 4.2.8, 7.1.1, 7.1.2, 7.1.3, 7.3, 9.3.1.1 Construction Schedules, Contractor’s 3.10, 3.11, 3.12.1, 3.12.2, 6.1.3, 15.1.6.2 Contingent Assignment of Subcontracts 5.4, 14.2.2.2 Continuing Contract Performance 15.1.4 Contract, Definition of 1.1.2 CONTRACT, TERMINATION OR SUSPENSION OF THE 5.4.1.1, 5.4.2, 11.5, 14 Contract Administration 3.1.3, 4, 9.4, 9.5 Contract Award and Execution, Conditions Relating to 3.7.1, 3.10, 5.2, 6.1 Contract Documents, Copies Furnished and Use of 1.5.2, 2.3.6, 5.3 Contract Documents, Definition of 1.1.1 Contract Sum 2.2.2, 2.2.4, 3.7.4, 3.7.5, 3.8, 3.10.2, 5.2.3, 7.3, 7.4, 9.1, 9.2, 9.4.2, 9.5.1.4, 9.6.7, 9.7, 10.3.2, 11.5, 12.1.2, 12.3, 14.2.4, 14.3.2, 15.1.4.2, 15.1.5, 15.2.5 Contract Sum, Definition of 9.1 Contract Time 1.1.4, 2.2.1, 2.2.2, 3.7.4, 3.7.5, 3.10.2, 5.2.3, 6.1.5, 7.2.1.3, 7.3.1, 7.3.5, 7.3.6, 7, 7, 7.3.10, 7.4, 8.1.1, 8.2.1, 8.2.3, 8.3.1, 9.5.1, 9.7, 10.3.2, 12.1.1, 12.1.2, 14.3.2, 15.1.4.2, 15.1.6.1, 15.2.5 Contract Time, Definition of 8.1.1 CONTRACTOR 3 Contractor, Definition of 3.1, 6.1.2 Contractor’s Construction and Submittal Schedules 3.10, 3.12.1, 3.12.2, 4.2.3, 6.1.3, 15.1.6.2 Init. / AIA Document A201 – 2017. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. “The American Institute of Architects,” “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are trademarks of The American Institute of Architects. This document was produced at 13:39:53 ET on 05/14/2024 under Order No.2114499103 which expires on 01/24/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1379358547) 5 Contractor’s Employees 2.2.4, 3.3.2, 3.4.3, 3.8.1, 3.9, 3.18.2, 4.2.3, 4.2.6, 10.2, 10.3, 11.3, 14.1, 14.2.1.1 Contractor’s Liability Insurance 11.1 Contractor’s Relationship with Separate Contractors and Owner’s Forces 3.12.5, 3.14.2, 4.2.4, 6, 11.3, 12.2.4 Contractor’s Relationship with Subcontractors 1.2.2, 2.2.4, 3.3.2, 3.18.1, 3.18.2, 4.2.4, 5, 9.6.2, 9.6.7, 9.10.2, 11.2, 11.3, 11.4 Contractor’s Relationship with the Architect 1.1.2, 1.5, 2.3.3, 3.1.3, 3.2.2, 3.2.3, 3.2.4, 3.3.1, 3.4.2, 3.5.1, 3.7.4, 3.10, 3.11, 3.12, 3.16, 3.18, 4.2, 5.2, 6.2.2, 7, 8.3.1, 9.2, 9.3, 9.4, 9.5, 9.7, 9.8, 9.9, 10.2.6, 10.3, 11.3, 12, 13.4, 15.1.3, 15.2.1 Contractor’s Representations 3.2.1, 3.2.2, 3.5, 3.12.6, 6.2.2, 8.2.1, 9.3.3, 9.8.2 Contractor’s Responsibility for Those Performing the Work 3.3.2, 3.18, 5.3, 6.1.3, 6.2, 9.5.1, 10.2.8 Contractor’s Review of Contract Documents 3.2 Contractor’s Right to Stop the Work 2.2.2, 9.7 Contractor’s Right to Terminate the Contract 14.1 Contractor’s Submittals 3.10, 3.11, 3.12, 4.2.7, 5.2.1, 5.2.3, 9.2, 9.3, 9.8.2, 9.8.3, 9.9.1, 9.10.2, 9.10.3 Contractor’s Superintendent 3.9, 10.2.6 Contractor’s Supervision and Construction Procedures 1.2.2, 3.3, 3.4, 3.12.10, 4.2.2, 4.2.7, 6.1.3, 6.2.4, 7.1.3, 7.3.4, 7.3.6, 8.2, 10, 12, 14, 15.1.4 Coordination and Correlation 1.2, 3.2.1, 3.3.1, 3.10, 3.12.6, 6.1.3, 6.2.1 Copies Furnished of Drawings and Specifications 1.5, 2.3.6, 3.11 Copyrights 1.5, 3.17 Correction of Work 2.5, 3.7.3, 9.4.2, 9.8.2, 9.8.3, 9.9.1, 12.1.2, 12.2, 12.3, 15.1.3.1, 15.1.3.2, 15.2.1 Correlation and Intent of the Contract Documents 1.2 Cost, Definition of 7.3.4 Costs 2.5, 3.2.4, 3.7.3, 3.8.2, 3.15.2, 5.4.2, 6.1.1, 6.2.3, 7.3.3.3, 7.3.4, 7.3.8, 7.3.9, 9.10.2, 10.3.2, 10.3.6, 11.2, 12.1.2, 12.2.1, 12.2.4, 13.4, 14 Cutting and Patching 3.14, 6.2.5 Damage to Construction of Owner or Separate Contractors 3.14.2, 6.2.4, 10.2.1.2, 10.2.5, 10.4, 12.2.4 Damage to the Work 3.14.2, 9.9.1, 10.2.1.2, 10.2.5, 10.4, 12.2.4 Damages, Claims for 3.2.4, 3.18, 6.1.1, 8.3.3, 9.5.1, 9.6.7, 10.3.3, 11.3.2, 11.3, 14.2.4, 15.1.7 Damages for Delay 6.2.3, 8.3.3, 9.5.1.6, 9.7, 10.3.2, 14.3.2 Date of Commencement of the Work, Definition of 8.1.2 Date of Substantial Completion, Definition of 8.1.3 Day, Definition of 8.1.4 Decisions of the Architect 3.7.4, 4.2.6, 4.2.7, 4.2.11, 4.2.12, 4.2.13, 6.3, 7.3.4, 7.3.9, 8.1.3, 8.3.1, 9.2, 9.4, 9.5.1, 9.8.4, 9.9.1, 13.4.2, 14.2.2, 14.2.4, 15.1, 15.2 Decisions to Withhold Certification 9.4.1, 9.5, 9.7, 14.1.1.3 Defective or Nonconforming Work, Acceptance, Rejection and Correction of 2.5, 3.5, 4.2.6, 6.2.3, 9.5.1, 9.5.3, 9.6.6, 9.8.2, 9.9.3, 9.10.4, 12.2.1 Definitions 1.1, 2.1.1, 3.1.1, 3.5, 3.12.1, 3.12.2, 3.12.3, 4.1.1, 5.1, 6.1.2, 7.2.1, 7.3.1, 8.1, 9.1, 9.8.1, 15.1.1 Delays and Extensions of Time 3.2, 3.7.4, 5.2.3, 7.2.1, 7.3.1, 7.4, 8.3, 9.5.1, 9.7, 10.3.2, 10.4, 14.3.2, 15.1.6, 15.2.5 Digital Data Use and Transmission 1.7 Disputes 6.3, 7.3.9, 15.1, 15.2 Documents and Samples at the Site 3.11 Drawings, Definition of 1.1.5 Drawings and Specifications, Use and Ownership of 3.11 Effective Date of Insurance 8.2.2 Emergencies 10.4, 14.1.1.2, 15.1.5 Employees, Contractor’s 3.3.2, 3.4.3, 3.8.1, 3.9, 3.18.2, 4.2.3, 4.2.6, 10.2, 10.3.3, 11.3, 14.1, 14.2.1.1 Equipment, Labor, or Materials 1.1.3, 1.1.6, 3.4, 3.5, 3.8.2, 3.8.3, 3.12, 3.13, 3.15.1, 4.2.6, 4.2.7, 5.2.1, 6.2.1, 7.3.4, 9.3.2, 9.3.3, 9.5.1.3, 9.10.2, 10.2.1, 10.2.4, 14.2.1.1, 14.2.1.2 Execution and Progress of the Work 1.1.3, 1.2.1, 1.2.2, 2.3.4, 2.3.6, 3.1, 3.3.1, 3.4.1, 3.7.1, 3.10.1, 3.12, 3.14, 4.2, 6.2.2, 7.1.3, 7.3.6, 8.2, 9.5.1, 9.9.1, 10.2, 10.3, 12.1, 12.2, 14.2, 14.3.1, 15.1.4 Init. / AIA Document A201 – 2017. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. “The American Institute of Architects,” “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are trademarks of The American Institute of Architects. This document was produced at 13:39:53 ET on 05/14/2024 under Order No.2114499103 which expires on 01/24/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1379358547) 6 Extensions of Time 3.2.4, 3.7.4, 5.2.3, 7.2.1, 7.3, 7.4, 9.5.1, 9.7, 10.3.2, 10.4, 14.3, 15.1.6, 15.2.5 Failure of Payment 9.5.1.3, 9.7, 9.10.2, 13.5, 14.1.1.3, 14.2.1.2 Faulty Work (See Defective or Nonconforming Work) Final Completion and Final Payment 4.2.1, 4.2.9, 9.8.2, 9.10, 12.3, 14.2.4, 14.4.3 Financial Arrangements, Owner’s 2.2.1, 13.2.2, 14.1.1.4 GENERAL PROVISIONS 1 Governing Law 13.1 Guarantees (See Warranty) Hazardous Materials and Substances 10.2.4, 10.3 Identification of Subcontractors and Suppliers 5.2.1 Indemnification 3.17, 3.18, 9.6.8, 9.10.2, 10.3.3, 11.3 Information and Services Required of the Owner 2.1.2, 2.2, 2.3, 3.2.2, 3.12.10.1, 6.1.3, 6.1.4, 6.2.5, 9.6.1, 9.9.2, 9.10.3, 10.3.3, 11.2, 13.4.1, 13.4.2, 14.1.1.4, 14.1.4, 15.1.4 Initial Decision 15.2 Initial Decision Maker, Definition of 1.1.8 Initial Decision Maker, Decisions 14.2.4, 15.1.4.2, 15.2.1, 15.2.2, 15.2.3, 15.2.4, 15.2.5 Initial Decision Maker, Extent of Authority 14.2.4, 15.1.4.2, 15.2.1, 15.2.2, 15.2.3, 15.2.4, 15.2.5 Injury or Damage to Person or Property 10.2.8, 10.4 Inspections 3.1.3, 3.3.3, 3.7.1, 4.2.2, 4.2.6, 4.2.9, 9.4.2, 9.8.3, 9.9.2, 9.10.1, 12.2.1, 13.4 Instructions to Bidders 1.1.1 Instructions to the Contractor 3.2.4, 3.3.1, 3.8.1, 5.2.1, 7, 8.2.2, 12, 13.4.2 Instruments of Service, Definition of 1.1.7 Insurance 6.1.1, 7.3.4, 8.2.2, 9.3.2, 9.8.4, 9.9.1, 9.10.2, 10.2.5, 11 Insurance, Notice of Cancellation or Expiration 11.1.4, 11.2.3 Insurance, Contractor’s Liability 11.1 Insurance, Effective Date of 8.2.2, 14.4.2 Insurance, Owner’s Liability 11.2 Insurance, Property 10.2.5, 11.2, 11.4, 11.5 Insurance, Stored Materials 9.3.2 INSURANCE AND BONDS 11 Insurance Companies, Consent to Partial Occupancy 9.9.1 Insured loss, Adjustment and Settlement of 11.5 Intent of the Contract Documents 1.2.1, 4.2.7, 4.2.12, 4.2.13 Interest 13.5 Interpretation 1.1.8, 1.2.3, 1.4, 4.1.1, 5.1, 6.1.2, 15.1.1 Interpretations, Written 4.2.11, 4.2.12 Judgment on Final Award 15.4.2 Labor and Materials, Equipment 1.1.3, 1.1.6, 3.4, 3.5, 3.8.2, 3.8.3, 3.12, 3.13, 3.15.1, 5.2.1, 6.2.1, 7.3.4, 9.3.2, 9.3.3, 9.5.1.3, 9.10.2, 10.2.1, 10.2.4, 14.2.1.1, 14.2.1.2 Labor Disputes 8.3.1 Laws and Regulations 1.5, 2.3.2, 3.2.3, 3.2.4, 3.6, 3.7, 3.12.10, 3.13, 9.6.4, 9.9.1, 10.2.2, 13.1, 13.3.1, 13.4.2, 13.5, 14, 15.2.8, 15.4 Liens 2.1.2, 9.3.1, 9.3.3, 9.6.8, 9.10.2, 9.10.4, 15.2.8 Limitations, Statutes of 12.2.5, 15.1.2, 15.4.1.1 Limitations of Liability 3.2.2, 3.5, 3.12.10, 3.12.10.1, 3.17, 3.18.1, 4.2.6, 4.2.7, 6.2.2, 9.4.2, 9.6.4, 9.6.7, 9.6.8, 10.2.5, 10.3.3, 11.3, 12.2.5, 13.3.1 Limitations of Time 2.1.2, 2.2, 2.5, 3.2.2, 3.10, 3.11, 3.12.5, 3.15.1, 4.2.7, 5.2, 5.3, 5.4.1, 6.2.4, 7.3, 7.4, 8.2, 9.2, 9.3.1, 9.3.3, 9.4.1, 9.5, 9.6, 9.7, 9.8, 9.9, 9.10, 12.2, 13.4, 14, 15, 15.1.2, 15.1.3, 15.1.5 Materials, Hazardous 10.2.4, 10.3 Materials, Labor, Equipment and 1.1.3, 1.1.6, 3.4.1, 3.5, 3.8.2, 3.8.3, 3.12, 3.13, 3.15.1, 5.2.1, 6.2.1, 7.3.4, 9.3.2, 9.3.3, 9.5.1.3, 9.10.2, 10.2.1.2, 10.2.4, 14.2.1.1, 14.2.1.2 Means, Methods, Techniques, Sequences and Procedures of Construction 3.3.1, 3.12.10, 4.2.2, 4.2.7, 9.4.2 Mechanic’s Lien 2.1.2, 9.3.1, 9.3.3, 9.6.8, 9.10.2, 9.10.4, 15.2.8 Mediation 8.3.1, 15.1.3.2, 15.2.1, 15.2.5, 15.2.6, 15.3, 15.4.1, 15.4.1.1 Minor Changes in the Work 1.1.1, 3.4.2, 3.12.8, 4.2.8, 7.1, 7.4 Init. / AIA Document A201 – 2017. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. “The American Institute of Architects,” “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are trademarks of The American Institute of Architects. This document was produced at 13:39:53 ET on 05/14/2024 under Order No.2114499103 which expires on 01/24/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1379358547) 7 MISCELLANEOUS PROVISIONS 13 Modifications, Definition of 1.1.1 Modifications to the Contract 1.1.1, 1.1.2, 2.5, 3.11, 4.1.2, 4.2.1, 5.2.3, 7, 8.3.1, 9.7, 10.3.2 Mutual Responsibility 6.2 Nonconforming Work, Acceptance of 9.6.6, 9.9.3, 12.3 Nonconforming Work, Rejection and Correction of 2.4, 2.5, 3.5, 4.2.6, 6.2.4, 9.5.1, 9.8.2, 9.9.3, 9.10.4, 12.2 Notice 1.6, 1.6.1, 1.6.2, 2.1.2, 2.2.2., 2.2.3, 2.2.4, 2.5, 3.2.4, 3.3.1, 3.7.4, 3.7.5, 3.9.2, 3.12.9, 3.12.10, 5.2.1, 7.4, 8.2.2 9.6.8, 9.7, 9.10.1, 10.2.8, 10.3.2, 11.5, 12.2.2.1, 13.4.1, 13.4.2, 14.1, 14.2.2, 14.4.2, 15.1.3, 15.1.5, 15.1.6, 15.4.1 Notice of Cancellation or Expiration of Insurance 11.1.4, 11.2.3 Notice of Claims 1.6.2, 2.1.2, 3.7.4, 9.6.8, 10.2.8, 15.1.3, 15.1.5, 15.1.6, 15.2.8, 15.3.2, 15.4.1 Notice of Testing and Inspections 13.4.1, 13.4.2 Observations, Contractor’s 3.2, 3.7.4 Occupancy 2.3.1, 9.6.6, 9.8 Orders, Written 1.1.1, 2.4, 3.9.2, 7, 8.2.2, 11.5, 12.1, 12.2.2.1, 13.4.2, 14.3.1 OWNER 2 Owner, Definition of 2.1.1 Owner, Evidence of Financial Arrangements 2.2, 13.2.2, 14.1.1.4 Owner, Information and Services Required of the 2.1.2, 2.2, 2.3, 3.2.2, 3.12.10, 6.1.3, 6.1.4, 6.2.5, 9.3.2, 9.6.1, 9.6.4, 9.9.2, 9.10.3, 10.3.3, 11.2, 13.4.1, 13.4.2, 14.1.1.4, 14.1.4, 15.1.4 Owner’s Authority 1.5, 2.1.1, 2.3.32.4, 2.5, 3.4.2, 3.8.1, 3.12.10, 3.14.2, 4.1.2, 4.2.4, 4.2.9, 5.2.1, 5.2.4, 5.4.1, 6.1, 6.3, 7.2.1, 7.3.1, 8.2.2, 8.3.1, 9.3.2, 9.5.1, 9.6.4, 9.9.1, 9.10.2, 10.3.2, 11.4, 11.5, 12.2.2, 12.3, 13.2.2, 14.3, 14.4, 15.2.7 Owner’s Insurance 11.2 Owner’s Relationship with Subcontractors 1.1.2, 5.2, 5.3, 5.4, 9.6.4, 9.10.2, 14.2.2 Owner’s Right to Carry Out the Work 2.5, 14.2.2 Owner’s Right to Clean Up 6.3 Owner’s Right to Perform Construction and to Award Separate Contracts 6.1 Owner’s Right to Stop the Work 2.4 Owner’s Right to Suspend the Work 14.3 Owner’s Right to Terminate the Contract 14.2, 14.4 Ownership and Use of Drawings, Specifications and Other Instruments of Service 1.1.1, 1.1.6, 1.1.7, 1.5, 2.3.6, 3.2.2, 3.11, 3.17, 4.2.12, 5.3 Partial Occupancy or Use 9.6.6, 9.9 Patching, Cutting and 3.14, 6.2.5 Patents 3.17 Payment, Applications for 4.2.5, 7.3.9, 9.2, 9.3, 9.4, 9.5, 9.6.3, 9.7, 9.8.5, 9.10.1, 14.2.3, 14.2.4, 14.4.3 Payment, Certificates for 4.2.5, 4.2.9, 9.3.3, 9.4, 9.5, 9.6.1, 9.6.6, 9.7, 9.10.1, 9.10.3, 14.1.1.3, 14.2.4 Payment, Failure of 9.5.1.3, 9.7, 9.10.2, 13.5, 14.1.1.3, 14.2.1.2 Payment, Final 4.2.1, 4.2.9, 9.10, 12.3, 14.2.4, 14.4.3 Payment Bond, Performance Bond and 7.3.4.4, 9.6.7, 9.10.3, 11.1.2 Payments, Progress 9.3, 9.6, 9.8.5, 9.10.3, 14.2.3, 15.1.4 PAYMENTS AND COMPLETION 9 Payments to Subcontractors 5.4.2, 9.5.1.3, 9.6.2, 9.6.3, 9.6.4, 9.6.7, 14.2.1.2 PCB 10.3.1 Performance Bond and Payment Bond 7.3.4.4, 9.6.7, 9.10.3, 11.1.2 Permits, Fees, Notices and Compliance with Laws 2.3.1, 3.7, 3.13, 7.3.4.4, 10.2.2 PERSONS AND PROPERTY, PROTECTION OF 10 Polychlorinated Biphenyl 10.3.1 Product Data, Definition of 3.12.2 Product Data and Samples, Shop Drawings 3.11, 3.12, 4.2.7 Progress and Completion 4.2.2, 8.2, 9.8, 9.9.1, 14.1.4, 15.1.4 Progress Payments 9.3, 9.6, 9.8.5, 9.10.3, 14.2.3, 15.1.4 Init. / AIA Document A201 – 2017. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. “The American Institute of Architects,” “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are trademarks of The American Institute of Architects. This document was produced at 13:39:53 ET on 05/14/2024 under Order No.2114499103 which expires on 01/24/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1379358547) 8 Project, Definition of 1.1.4 Project Representatives 4.2.10 Property Insurance 10.2.5, 11.2 Proposal Requirements 1.1.1 PROTECTION OF PERSONS AND PROPERTY 10 Regulations and Laws 1.5, 2.3.2, 3.2.3, 3.6, 3.7, 3.12.10, 3.13, 9.6.4, 9.9.1, 10.2.2, 13.1, 13.3, 13.4.1, 13.4.2, 13.5, 14, 15.2.8, 15.4 Rejection of Work 4.2.6, 12.2.1 Releases and Waivers of Liens 9.3.1, 9.10.2 Representations 3.2.1, 3.5, 3.12.6, 8.2.1, 9.3.3, 9.4.2, 9.5.1, 9.10.1 Representatives 2.1.1, 3.1.1, 3.9, 4.1.1, 4.2.10, 13.2.1 Responsibility for Those Performing the Work 3.3.2, 3.18, 4.2.2, 4.2.3, 5.3, 6.1.3, 6.2, 6.3, 9.5.1, 10 Retainage 9.3.1, 9.6.2, 9.8.5, 9.9.1, 9.10.2, 9.10.3 Review of Contract Documents and Field Conditions by Contractor 3.2, 3.12.7, 6.1.3 Review of Contractor’s Submittals by Owner and Architect 3.10.1, 3.10.2, 3.11, 3.12, 4.2, 5.2, 6.1.3, 9.2, 9.8.2 Review of Shop Drawings, Product Data and Samples by Contractor 3.12 Rights and Remedies 1.1.2, 2.4, 2.5, 3.5, 3.7.4, 3.15.2, 4.2.6, 5.3, 5.4, 6.1, 6.3, 7.3.1, 8.3, 9.5.1, 9.7, 10.2.5, 10.3, 12.2.1, 12.2.2, 12.2.4, 13.3, 14, 15.4 Royalties, Patents and Copyrights 3.17 Rules and Notices for Arbitration 15.4.1 Safety of Persons and Property 10.2, 10.4 Safety Precautions and Programs 3.3.1, 4.2.2, 4.2.7, 5.3, 10.1, 10.2, 10.4 Samples, Definition of 3.12.3 Samples, Shop Drawings, Product Data and 3.11, 3.12, 4.2.7 Samples at the Site, Documents and 3.11 Schedule of Values 9.2, 9.3.1 Schedules, Construction 3.10, 3.12.1, 3.12.2, 6.1.3, 15.1.6.2 Separate Contracts and Contractors 1.1.4, 3.12.5, 3.14.2, 4.2.4, 4.2.7, 6, 8.3.1, 12.1.2 Separate Contractors, Definition of 6.1.1 Shop Drawings, Definition of 3.12.1 Shop Drawings, Product Data and Samples 3.11, 3.12, 4.2.7 Site, Use of 3.13, 6.1.1, 6.2.1 Site Inspections 3.2.2, 3.3.3, 3.7.1, 3.7.4, 4.2, 9.9.2, 9.4.2, 9.10.1, 13.4 Site Visits, Architect’s 3.7.4, 4.2.2, 4.2.9, 9.4.2, 9.5.1, 9.9.2, 9.10.1, 13.4 Special Inspections and Testing 4.2.6, 12.2.1, 13.4 Specifications, Definition of 1.1.6 Specifications 1.1.1, 1.1.6, 1.2.2, 1.5, 3.12.10, 3.17, 4.2.14 Statute of Limitations 15.1.2, 15.4.1.1 Stopping the Work 2.2.2, 2.4, 9.7, 10.3, 14.1 Stored Materials 6.2.1, 9.3.2, 10.2.1.2, 10.2.4 Subcontractor, Definition of 5.1.1 SUBCONTRACTORS 5 Subcontractors, Work by 1.2.2, 3.3.2, 3.12.1, 3.18, 4.2.3, 5.2.3, 5.3, 5.4, 9.3.1.2, 9.6.7 Subcontractual Relations 5.3, 5.4, 9.3.1.2, 9.6, 9.10, 10.2.1, 14.1, 14.2.1 Submittals 3.10, 3.11, 3.12, 4.2.7, 5.2.1, 5.2.3, 7.3.4, 9.2, 9.3, 9.8, 9.9.1, 9.10.2, 9.10.3 Submittal Schedule 3.10.2, 3.12.5, 4.2.7 Subrogation, Waivers of 6.1.1, 11.3 Substances, Hazardous 10.3 Substantial Completion 4.2.9, 8.1.1, 8.1.3, 8.2.3, 9.4.2, 9.8, 9.9.1, 9.10.3, 12.2, 15.1.2 Substantial Completion, Definition of 9.8.1 Substitution of Subcontractors 5.2.3, 5.2.4 Substitution of Architect 2.3.3 Substitutions of Materials 3.4.2, 3.5, 7.3.8 Sub-subcontractor, Definition of 5.1.2 Init. / AIA Document A201 – 2017. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. “The American Institute of Architects,” “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are trademarks of The American Institute of Architects. This document was produced at 13:39:53 ET on 05/14/2024 under Order No.2114499103 which expires on 01/24/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1379358547) 9 Subsurface Conditions 3.7.4 Successors and Assigns 13.2 Superintendent 3.9, 10.2.6 Supervision and Construction Procedures 1.2.2, 3.3, 3.4, 3.12.10, 4.2.2, 4.2.7, 6.1.3, 6.2.4, 7.1.3, 7.3.4, 8.2, 8.3.1, 9.4.2, 10, 12, 14, 15.1.4 Suppliers 1.5, 3.12.1, 4.2.4, 4.2.6, 5.2.1, 9.3, 9.4.2, 9.5.4, 9.6, 9.10.5, 14.2.1 Surety 5.4.1.2, 9.6.8, 9.8.5, 9.10.2, 9.10.3, 11.1.2, 14.2.2, 15.2.7 Surety, Consent of 9.8.5, 9.10.2, 9.10.3 Surveys 1.1.7, 2.3.4 Suspension by the Owner for Convenience 14.3 Suspension of the Work 3.7.5, 5.4.2, 14.3 Suspension or Termination of the Contract 5.4.1.1, 14 Taxes 3.6, 3.8.2.1, 7.3.4.4 Termination by the Contractor 14.1, 15.1.7 Termination by the Owner for Cause 5.4.1.1, 14.2, 15.1.7 Termination by the Owner for Convenience 14.4 Termination of the Architect 2.3.3 Termination of the Contractor Employment 14.2.2 TERMINATION OR SUSPENSION OF THE CONTRACT 14 Tests and Inspections 3.1.3, 3.3.3, 3.7.1, 4.2.2, 4.2.6, 4.2.9, 9.4.2, 9.8.3, 9.9.2, 9.10.1, 10.3.2, 12.2.1, 13.4 TIME 8 Time, Delays and Extensions of 3.2.4, 3.7.4, 5.2.3, 7.2.1, 7.3.1, 7.4, 8.3, 9.5.1, 9.7, 10.3.2, 10.4, 14.3.2, 15.1.6, 15.2.5 Time Limits 2.1.2, 2.2, 2.5, 3.2.2, 3.10, 3.11, 3.12.5, 3.15.1, 4.2, 5.2, 5.3, 5.4, 6.2.4, 7.3, 7.4, 8.2, 9.2, 9.3.1, 9.3.3, 9.4.1, 9.5, 9.6, 9.7, 9.8, 9.9, 9.10, 12.2, 13.4, 14, 15.1.2, 15.1.3, 15.4 Time Limits on Claims 3.7.4, 10.2.8, 15.1.2, 15.1.3 Title to Work 9.3.2, 9.3.3 UNCOVERING AND CORRECTION OF WORK 12 Uncovering of Work 12.1 Unforeseen Conditions, Concealed or Unknown 3.7.4, 8.3.1, 10.3 Unit Prices 7.3.3.2, 9.1.2 Use of Documents 1.1.1, 1.5, 2.3.6, 3.12.6, 5.3 Use of Site 3.13, 6.1.1, 6.2.1 Values, Schedule of 9.2, 9.3.1 Waiver of Claims by the Architect 13.3.2 Waiver of Claims by the Contractor 9.10.5, 13.3.2, 15.1.7 Waiver of Claims by the Owner 9.9.3, 9.10.3, 9.10.4, 12.2.2.1, 13.3.2, 14.2.4, 15.1.7 Waiver of Consequential Damages 14.2.4, 15.1.7 Waiver of Liens 9.3, 9.10.2, 9.10.4 Waivers of Subrogation 6.1.1, 11.3 Warranty 3.5, 4.2.9, 9.3.3, 9.8.4, 9.9.1, 9.10.2, 9.10.4, 12.2.2, 15.1.2 Weather Delays 8.3, 15.1.6.2 Work, Definition of 1.1.3 Written Consent 1.5.2, 3.4.2, 3.7.4, 3.12.8, 3.14.2, 4.1.2, 9.3.2, 9.10.3, 13.2, 13.3.2, 15.4.4.2 Written Interpretations 4.2.11, 4.2.12 Written Orders 1.1.1, 2.4, 3.9, 7, 8.2.2, 12.1, 12.2, 13.4.2, 14.3.1 Init. / AIA Document A201 – 2017. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. “The American Institute of Architects,” “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are trademarks of The American Institute of Architects. This document was produced at 13:39:53 ET on 05/14/2024 under Order No.2114499103 which expires on 01/24/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1379358547) 10 ARTICLE 1 GENERAL PROVISIONS § 1.1 Basic Definitions § 1.1.1 The Contract Documents The Contract Documents are enumerated in the Agreement between the Owner and Contractor (hereinafter the Agreement) and consist of the Agreement, Conditions of the Contract (General, Supplementary and other Conditions), Drawings, Specifications, Addenda issued prior to execution of the Contract, other documents listed in the Agreement, and Modifications issued after execution of the Contract. A Modification is (1) a written amendment to the Contract signed by both parties, (2) a Change Order, (3) a Construction Change Directive, or (4) a written order for a minor change in the Work issued by the Architect. Unless specifically enumerated in the Agreement, the Contract Documents do not include the advertisement or invitation to bid, Instructions to Bidders, sample forms, other information furnished by the Owner in anticipation of receiving bids or proposals, the Contractor’s bid or proposal, or portions of Addenda relating to bidding or proposal requirements. § 1.1.2 The Contract The Contract Documents form the Contract for Construction. The Contract represents the entire and integrated agreement between the parties hereto and supersedes prior negotiations, representations, or agreements, either written or oral. The Contract may be amended or modified only by a Modification. The Contract Documents shall not be construed to create a contractual relationship of any kind (1) between the Contractor and the Architect or the Architect’s consultants, (2) between the Owner and a Subcontractor or a Sub-subcontractor, (3) between the Owner and the Architect or the Architect’s consultants, or (4) between any persons or entities other than the Owner and the Contractor. The Architect shall, however, be entitled to performance and enforcement of obligations under the Contract intended to facilitate performance of the Architect’s duties. § 1.1.3 The Work The term "Work" means the construction and services required by the Contract Documents, whether completed or partially completed, and includes all other labor, materials, equipment, and services provided or to be provided by the Contractor to fulfill the Contractor’s obligations. The Work may constitute the whole or a part of the Project. § 1.1.4 The Project The Project is the total construction of which the Work performed under the Contract Documents may be the whole or a part and which may include construction by the Owner and by Separate Contractors. § 1.1.5 The Drawings The Drawings are the graphic and pictorial portions of the Contract Documents showing the design, location and dimensions of the Work, generally including plans, elevations, sections, details, schedules, and diagrams. § 1.1.6 The Specifications The Specifications are that portion of the Contract Documents consisting of the written requirements for materials, equipment, systems, standards and workmanship for the Work, and performance of related services. § 1.1.7 Instruments of Service Instruments of Service are representations, in any medium of expression now known or later developed, of the tangible and intangible creative work performed by the Architect and the Architect’s consultants under their respective professional services agreements. Instruments of Service may include, without limitation, studies, surveys, models, sketches, drawings, specifications, and other similar materials. § 1.1.8 Initial Decision Maker The Initial Decision Maker is the person identified in the Agreement to render initial decisions on Claims in accordance with Section 15.2. The Initial Decision Maker shall not show partiality to the Owner or Contractor and shall not be liable for results of interpretations or decisions rendered in good faith. § 1.2 Correlation and Intent of the Contract Documents § 1.2.1 The Contract Documents are to be read and interpreted as a whole. The intent of the Contract Documents is to include all items necessary for the proper execution and completion of the Work and to require Contractor to provide the highest quality and greatest quantity consistent with the Contract Documents. If there are inconsistencies within or among part of the Contract Documents or between the Contract Documents and applicable standards, codes or ordinances, the Contractor shall provide the better quality or greater quantity of Work or comply with the more Init. / AIA Document A201 – 2017. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. “The American Institute of Architects,” “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are trademarks of The American Institute of Architects. This document was produced at 13:39:53 ET on 05/14/2024 under Order No.2114499103 which expires on 01/24/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1379358547) 11 stringent requirements; either or all in accordance with the Architect’s interpretation. The terms and conditions of this subparagraph 1.2.1 shall not relieve the Contractor of any of its obligations as set forth in Article 3. .1 Before ordering any materials or doing any Work, the Contractor shall verify measurements at the Project site and shall be responsible for the correctness of such measurements. No extra charges or compensation will be allowed on account of differences between actual dimensions and the dimensions indicated on the Drawings. Any difference that may be found shall be submitted to the Architect for resolution before proceeding with the Work. .2 If a minor change in the Work is necessary due to actual field conditions, the Contractor shall submit detailed drawings of such departure to the Architect for approval by the Architect before making the change. The Owner shall not be required to make any adjustment to either the Contract Sum or Contract Time because of any failure by the Contractor to comply with the requirements of this Subparagraph 1.2.1. Actual or alleged conflicts or inconsistencies between the Drawings and Specifications or other Contract Documents shall be brought to the Architect’s and Architect’s attention in writing, prior to performing the affected Work. The Architect’s and Construction Manager’s directions, as communicated through the Architect, shall be followed by the Contractor. § 1.2.1.1 The invalidity of any provision of the Contract Documents shall not invalidate the Contract or its remaining provisions. If it is determined that any provision of the Contract Documents violates any law, or is otherwise invalid or unenforceable, then that provision shall be revised to the extent necessary to make that provision legal and enforceable. In such case the Contract Documents shall be construed, to the fullest extent permitted by law, to give effect to the parties’ intentions and purposes in executing the Contract. § 1.2.2 Organization of the Specifications into divisions, sections and articles, and arrangement of Drawings shall not control the Contractor in dividing the Work among Subcontractors or in establishing the extent of Work to be performed by any trade. § 1.2.3 Unless otherwise stated in the Contract Documents, words that have well-known technical or construction industry meanings are used in the Contract Documents in accordance with such recognized meanings. § 1.3 Capitalization Terms capitalized in these General Conditions include those that are (1) specifically defined, (2) the titles of numbered articles, or (3) the titles of other documents published by the American Institute of Architects. § 1.4 Interpretation In the interest of brevity the Contract Documents frequently omit modifying words such as "all" and "any" and articles such as "the" and "an," but the fact that a modifier or an article is absent from one statement and appears in another is not intended to affect the interpretation of either statement. § 1.5 Ownership and Use of Drawings, Specifications, and Other Instruments of Service § 1.5.1 The Architect and the Architect’s consultants shall be deemed the authors and owners of their respective Instruments of Service, including the Drawings and Specifications, and retain all common law, statutory, and other reserved rights in their Instruments of Service, including copyrights. The Contractor, Subcontractors, Sub-subcontractors, and suppliers shall not own or claim a copyright in the Instruments of Service. Submittal or distribution to meet official regulatory requirements or for other purposes in connection with the Project is not to be construed as publication in derogation of the Architect’s or Architect’s consultants’ reserved rights. § 1.5.2 The Contractor, Subcontractors, Sub-subcontractors, and suppliers are authorized to use and reproduce the Instruments of Service provided to them, subject to any protocols established pursuant to Sections 1.7 and 1.8, solely and exclusively for execution of the Work. All copies made under this authorization shall bear the copyright notice, if any, shown on the Instruments of Service. The Contractor, Subcontractors, Sub-subcontractors, and suppliers may not use the Instruments of Service on other projects or for additions to the Project outside the scope of the Work without the specific written consent of the Owner, Architect, and the Architect’s consultants. Init. / AIA Document A201 – 2017. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. “The American Institute of Architects,” “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are trademarks of The American Institute of Architects. This document was produced at 13:39:53 ET on 05/14/2024 under Order No.2114499103 which expires on 01/24/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1379358547) 12 § 1.6 Notice § 1.6.1 Except as otherwise provided in Section 1.6.2, where the Contract Documents require one party to notify or give notice to the other party, such notice shall be provided in writing to the designated representative of the party to whom the notice is addressed and shall be deemed to have been duly served if delivered in person, by mail, by courier, or by electronic transmission if a method for electronic transmission is set forth in the Agreement. § 1.6.2 Notice of Claims as provided in Section 15.1.3 shall be provided in writing and shall be deemed to have been duly served only if delivered to the designated representative of the party to whom the notice is addressed by certified or registered mail, or by courier providing proof of delivery. § 1.7 Digital Data Use and Transmission The parties shall agree upon protocols governing the transmission and use of Instruments of Service or any other information or documentation in digital form. The parties will use AIA Document E203™–2013, Building Information Modeling and Digital Data Exhibit, to establish the protocols for the development, use, transmission, and exchange of digital data. § 1.8 Building Information Models Use and Reliance Any use of, or reliance on, all or a portion of a building information model without agreement to protocols governing the use of, and reliance on, the information contained in the model and without having those protocols set forth in AIA Document E203™–2013, Building Information Modeling and Digital Data Exhibit, and the requisite AIA Document G202™–2013, Project Building Information Modeling Protocol Form, shall be at the using or relying party’s sole risk and without liability to the other party and its contractors or consultants, the authors of, or contributors to, the building information model, and each of their agents and employees. ARTICLE 2 OWNER § 2.1 General § 2.1.1 The Owner is the person or entity identified as such in the Agreement and is referred to throughout the Contract Documents as if singular in number. The Owner shall designate in writing a representative who shall have express authority to bind the Owner with respect to all matters requiring the Owner’s approval or authorization. Except as otherwise provided in Section 4.2.1, the Architect does not have such authority. The term "Owner" means the Owner or the Owner’s authorized representative. § 2.1.2 Work is to proceed as a no-lien Project in accordance with the laws of the State of Minnesota regarding public projects. Contractor shall provide to the Owner both a Labor and Material Payment Bond and a Performance Bond each in the amount of the Contract Price prior to the commencement of Work as required by Minnesota Statutes 574.26. The Contractor, for itself and for all who claim through the Contractor, acknowledges and agrees: (i) that because it is a public project, no lien shall attach to the real estate on which the Project is located or to any improvements no existing or to be constructed thereon in favor of the Contractor or any Subcontractor, mechanic, journeyman, laborer, material vendor, lessor of tools or equipment or any other party who may furnish work, materials, equipment, services, tools or machinery for the design or construction of improvements on the land. The Contractor shall also provide written notice of the no-lien status of this Project to all of its Subcontractors, material suppliers, equipment lessors and others that provide labor, material, equipment and/or services for the Project. Contractor shall defend, indemnify and hold the Owner and Architect harmless from any suit, lien, damages, losses or expenses, including reasonable attorneys’ fees.. (Paragraphs deleted) § 2.3 Information and Services Required of the Owner § 2.3.1 Except for permits and fees that are the responsibility of the Contractor under the Contract Documents, including those required under Section 3.7.1, the Owner shall secure and pay for necessary approvals, easements, assessments and charges required for construction, use or occupancy of permanent structures or for permanent changes in existing facilities. § 2.3.2 The Owner shall retain an architect lawfully licensed to practice architecture, or an entity lawfully practicing architecture, in the jurisdiction where the Project is located. That person or entity is identified as the Architect in the Agreement and is referred to throughout the Contract Documents as if singular in number. Init. / AIA Document A201 – 2017. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. “The American Institute of Architects,” “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are trademarks of The American Institute of Architects. This document was produced at 13:39:53 ET on 05/14/2024 under Order No.2114499103 which expires on 01/24/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1379358547) 13 § 2.3.3 If the employment of the Architect terminates, the Owner shall employ a whose status under the Contract Documents shall be that of the Architect. § 2.3.4 The Owner shall furnish surveys describing physical characteristics, legal limitations and utility locations for the site of the Project, and a legal description of the site. The Contractor shall be entitled to rely on the accuracy of information furnished by the Owner but shall exercise proper precautions relating to the safe performance of the Work. § 2.3.5 The Owner shall furnish information or services required of the Owner by the Contract Documents with reasonable promptness. The Owner shall also furnish any other information or services under the Owner’s control and relevant to the Contractor’s performance of the Work with reasonable promptness after receiving the Contractor’s written request for such information or services. § 2.3.6 Unless otherwise provided in the Contract Documents, the Owner shall furnish to the Contractor one copy of the Contract Documents for purposes of making reproductions pursuant to Section 1.5.2. § 2.4 Owner’s Right to Stop the Work If the Contractor fails to correct Work that is not in accordance with the requirements of the Contract Documents as required by Section 12.2 or repeatedly fails to carry out Work in accordance with the Contract Documents, the Owner may issue a written order to the Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, the right of the Owner to stop the Work shall not give rise to a duty on the part of the Owner to exercise this right for the benefit of the Contractor or any other person or entity, except to the extent required by Section 6.1.3. § 2.5 Owner’s Right to Carry Out the Work If the Contractor defaults or neglects to carry out the Work in accordance with the Contract Documents and fails within a ten-day period after receipt of notice from the Owner to commence and continue correction of such default or neglect with diligence and promptness, the Owner may, without prejudice to other remedies the Owner may have, correct such default or neglect. Such action by the Owner and amounts charged to the Contractor are both subject to prior approval of the Architect and the Architect may, pursuant to Section 9.5.1, withhold or nullify a Certificate for Payment in whole or in part, to the extent reasonably necessary to reimburse the Owner for the reasonable cost of correcting such deficiencies, including Owner’s expenses and compensation for the Architect’s additional services made necessary by such default, neglect, or failure. If current and future payments are not sufficient to cover such amounts, the Contractor shall pay the difference to the Owner. If the Contractor disagrees with the actions of the Owner or the Architect, or the amounts claimed as costs to the Owner, the Contractor may file a Claim pursuant to Article 15. ARTICLE 3 CONTRACTOR § 3.1 General § 3.1.1 The Contractor is the person or entity identified as such in the Agreement and is referred to throughout the Contract Documents as if singular in number. The Contractor shall be lawfully licensed, if required in the jurisdiction where the Project is located. The Contractor shall designate in writing a representative who shall have express authority to bind the Contractor with respect to all matters under this Contract. The term "Contractor" means the Contractor or the Contractor’s authorized representative. § 3.1.2 The Contractor shall perform the Work in accordance with the Contract Documents. § 3.1.3 The Contractor shall not be relieved of its obligations to perform the Work in accordance with the Contract Documents either by activities or duties of the Architect in the Architect’s administration of the Contract, or by tests, inspections or approvals required or performed by persons or entities other than the Contractor. § 3.2 Review of Contract Documents and Field Conditions by Contractor § 3.2.1 Execution of the Contract by the Contractor is a representation that the Contractor has visited the site, become generally familiar with local conditions under which the Work is to be performed, and correlated personal observations with requirements of the Contract Documents. Init. / AIA Document A201 – 2017. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. “The American Institute of Architects,” “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are trademarks of The American Institute of Architects. This document was produced at 13:39:53 ET on 05/14/2024 under Order No.2114499103 which expires on 01/24/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1379358547) 14 § 3.2.2 Because the Contract Documents are complementary, the Contractor shall, before starting each portion of the Work, carefully study and compare the various Contract Documents relative to that portion of the Work, as well as the information furnished by the Owner pursuant to Section 2.3.4, shall take field measurements of any existing conditions related to that portion of the Work, and shall observe any conditions at the site affecting it. These obligations are for the purpose of facilitating coordination and construction by the Contractor and are not for the purpose of discovering errors, omissions, or inconsistencies in the Contract Documents; however, the Contractor shall promptly report to the Architect any errors, inconsistencies or omissions discovered by or made known to the Contractor as a request for information in such form as the Architect may require. It is recognized that the Contractor’s review is made in the Contractor’s capacity as a contractor and not as a licensed design professional, unless otherwise specifically provided in the Contract Documents. § 3.2.3 The Contractor is not required to ascertain that the Contract Documents are in accordance with applicable laws, statutes, ordinances, codes, rules and regulations, or lawful orders of public authorities, but the Contractor shall promptly report to the Architect any nonconformity discovered by or made known to the Contractor as a request for information in such form as the Architect may require. § 3.2.4 If the Contractor believes that additional cost or time is involved because of clarifications or instructions the Architect issues in response to the Contractor’s notices or requests for information pursuant to Sections 3.2.2 or 3.2.3, the Contractor shall submit Claims as provided in Article 15. If the Contractor fails to perform the obligations of Sections 3.2.2 or 3.2.3, the Contractor shall pay such costs and damages to the Owner, subject to Section 15.1.7, as would have been avoided if the Contractor had performed such obligations. If the Contractor performs those obligations, the Contractor shall not be liable to the Owner or Architect for damages resulting from errors, inconsistencies or omissions in the Contract Documents, for differences between field measurements or conditions and the Contract Documents, or for nonconformities of the Contract Documents to applicable laws, statutes, ordinances, codes, rules and regulations, and lawful orders of public authorities. § 3.3 Supervision and Construction Procedures § 3.3.1 The Contractor shall supervise and direct the Work, using the Contractor’s best skill and attention. The Contractor shall be solely responsible for, and have control over, construction means, methods, techniques, sequences, and procedures, and for coordinating all portions of the Work under the Contract. If the Contract Documents give specific instructions concerning construction means, methods, techniques, sequences, or procedures, the Contractor shall evaluate the jobsite safety thereof and shall be solely responsible for the jobsite safety of such means, methods, techniques, sequences, or procedures. If the Contractor determines that such means, methods, techniques, sequences or procedures may not be safe, the Contractor shall give timely notice to the Owner and Architect, and shall propose alternative means, methods, techniques, sequences, or procedures. The Architect shall evaluate the proposed alternative solely for conformance with the design intent for the completed construction. Unless the Architect objects to the Contractor’s proposed alternative, the Contractor shall perform the Work using its alternative means, methods, techniques, sequences, or procedures. § 3.3.2 The Contractor shall be responsible to the Owner for acts and omissions of the Contractor’s employees, Subcontractors and their agents and employees, and other persons or entities performing portions of the Work for, or on behalf of, the Contractor or any of its Subcontractors. § 3.3.3 The Contractor shall be responsible for inspection of portions of Work already performed to determine that such portions are in proper condition to receive subsequent Work. § 3.4 Labor and Materials § 3.4.1 Unless otherwise provided in the Contract Documents, the Contractor shall provide and pay for labor, materials, equipment, tools, construction equipment and machinery, water, heat, utilities, transportation, and other facilities and services necessary for proper execution and completion of the Work, whether temporary or permanent and whether or not incorporated or to be incorporated in the Work. § 3.4.2 Except in the case of minor changes in the Work approved by the Architect in accordance with Section 3.12.8 or ordered by the Architect in accordance with Section 7.4, the Contractor may make substitutions only with the consent of the Owner, after evaluation by the Architect and in accordance with a Change Order or Construction Change Directive. Init. / AIA Document A201 – 2017. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. “The American Institute of Architects,” “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are trademarks of The American Institute of Architects. This document was produced at 13:39:53 ET on 05/14/2024 under Order No.2114499103 which expires on 01/24/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1379358547) 15 § 3.4.3 The Contractor shall enforce strict discipline and good order among the Contractor’s employees and other persons carrying out the Work. The Contractor shall not permit employment of unfit persons or persons not properly skilled in tasks assigned to them. § 3.5 Warranty § 3.5.1 The Contractor warrants to the Owner and Architect that materials and equipment furnished under the Contract will be of good quality and new unless the Contract Documents require or permit otherwise. The Contractor further warrants that the Work will conform to the requirements of the Contract Documents and will be free from defects, except for those inherent in the quality of the Work the Contract Documents require or permit. Work, materials, or equipment not conforming to these requirements may be considered defective. The Contractor’s warranty excludes remedy for damage or defect caused by abuse, alterations to the Work not executed by the Contractor, improper or insufficient maintenance, improper operation, or normal wear and tear and normal usage. If required by the Architect, the Contractor shall furnish satisfactory evidence as to the kind and quality of materials and equipment. § 3.5.2 All material, equipment, or other special warranties required by the Contract Documents shall be issued in the name of the Owner, or shall be transferable to the Owner, and shall commence in accordance with Section 9.8.4. § 3.6 Taxes The Contractor shall pay sales, consumer, use and similar taxes for the Work provided by the Contractor that are legally enacted when bids are received or negotiations concluded, whether or not yet effective or merely scheduled to go into effect. § 3.7 Permits, Fees, Notices and Compliance with Laws § 3.7.1 Unless otherwise provided in the Contract Documents, the Contractor shall secure and pay for the building permit as well as for other permits, fees, licenses, and inspections by government agencies necessary for proper execution and completion of the Work that are customarily secured after execution of the Contract and legally required at the time bids are received or negotiations concluded. § 3.7.2 The Contractor shall comply with and give notices required by applicable laws, statutes, ordinances, codes, rules and regulations, and lawful orders of public authorities applicable to performance of the Work. § 3.7.3 If the Contractor performs Work knowing it to be contrary to applicable laws, statutes, ordinances, codes, rules and regulations, or lawful orders of public authorities, the Contractor shall assume appropriate responsibility for such Work and shall bear the costs attributable to correction. § 3.7.4 Concealed or Unknown Conditions If the Contractor encounters conditions at the site that are (1) subsurface or otherwise concealed physical conditions that differ materially from those indicated in the Contract Documents or (2) unknown physical conditions of an unusual nature that differ materially from those ordinarily found to exist and generally recognized as inherent in construction activities of the character provided for in the Contract Documents, the Contractor shall promptly provide notice to the Owner and the Architect before conditions are disturbed and in no event later than 10 days after first observance of the conditions. The Architect will promptly investigate such conditions and, if the Architect determines that they differ materially and cause an increase or decrease in the Contractor’s cost of, or time required for, performance of any part of the Work, will recommend that an equitable adjustment be made in the Contract Sum or Contract Time, or both. If the Architect determines that the conditions at the site are not materially different from those indicated in the Contract Documents and that no change in the terms of the Contract is justified, the Architect shall promptly notify the Owner and Contractor, stating the reasons § 3.7.5 If, in the course of the Work, the Contractor encounters human remains or recognizes the existence of burial markers, archaeological sites or wetlands not indicated in the Contract Documents, the Contractor shall immediately suspend any operations that would affect them and shall notify the Owner and Architect. Upon receipt of such notice, the Owner shall promptly take any action necessary to obtain governmental authorization required to resume the operations. The Contractor shall continue to suspend such operations until otherwise instructed by the Owner but shall continue with all other operations that do not affect those remains or features. Requests for adjustments in the Contract Sum and Contract Time arising from the existence of such remains or features may be made as provided in Article 15. Init. / AIA Document A201 – 2017. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. “The American Institute of Architects,” “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are trademarks of The American Institute of Architects. This document was produced at 13:39:53 ET on 05/14/2024 under Order No.2114499103 which expires on 01/24/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1379358547) 16 § 3.8 Allowances § 3.8.1 The Contractor shall include in the Contract Sum all allowances stated in the Contract Documents. Items covered by allowances shall be supplied for such amounts and by such persons or entities as the Owner may direct, but the Contractor shall not be required to employ persons or entities to whom the Contractor has reasonable objection. § 3.8.2 Unless otherwise provided in the Contract Documents, .1 allowances shall cover the cost to the Contractor of materials and equipment delivered at the site and all required taxes, less applicable trade discounts; .2 Contractor’s costs for unloading and handling at the site, labor, installation costs, overhead, profit, and other expenses contemplated for stated allowance amounts shall be included in the Contract Sum but not in the allowances; and .3 whenever costs are more than or less than allowances, the Contract Sum shall be adjusted accordingly by Change Order. The amount of the Change Order shall reflect (1) the difference between actual costs and the allowances under Section 3.8.2.1 and (2) changes in Contractor’s costs under Section 3.8.2.2. § 3.8.3 Materials and equipment under an allowance shall be selected by the Owner with reasonable promptness. § 3.9 Superintendent § 3.9.1 The Contractor shall employ a competent superintendent and necessary assistants who shall be in attendance at the Project site during performance of the Work. The superintendent shall represent the Contractor, and communications given to the superintendent shall be as binding as if given to the Contractor. § 3.9.2 The Contractor, as soon as practicable after award of the Contract, shall notify the Owner and Architect of the name and qualifications of a proposed superintendent. Within 14 days of receipt of the information, the Architect may notify the Contractor, stating whether the Owner or the Architect (1) has reasonable objection to the proposed superintendent or (2) requires additional time for review. Failure of the Architect to provide notice within the 14-day period shall constitute notice of no reasonable objection. § 3.9.3 The Contractor shall not employ a proposed superintendent to whom the Owner or Architect has made reasonable and timely objection. The Contractor shall not change the superintendent without the Owner’s consent, which shall not unreasonably be withheld or delayed. § 3.10 Contractor’s Construction and Submittal Schedules § 3.10.1 The Contractor, promptly after being awarded the Contract, shall submit for the Owner’s and Architect’s information a Contractor’s construction schedule for the Work. The schedule shall contain detail appropriate for the Project, including (1) the date of commencement of the Work, interim schedule milestone dates, and the date of Substantial Completion; (2) an apportionment of the Work by construction activity; and (3) the time required for completion of each portion of the Work. The schedule shall provide for the orderly progression of the Work to completion and shall not exceed time limits current under the Contract Documents. The schedule shall be revised at appropriate intervals as required by the conditions of the Work and Project. § 3.10.2 The Contractor, promptly after being awarded the Contract and thereafter as necessary to maintain a current submittal schedule, shall submit a submittal schedule for the Architect’s approval. The Architect’s approval shall not be unreasonably delayed or withheld. The submittal schedule shall (1) be coordinated with the Contractor’s construction schedule, and (2) allow the Architect reasonable time to review submittals. If the Contractor fails to submit a submittal schedule, or fails to provide submittals in accordance with the approved submittal schedule, the Contractor shall not be entitled to any increase in Contract Sum or extension of Contract Time based on the time required for review of submittals. § 3.10.3 The Contractor shall perform the Work in general accordance with the most recent schedules submitted to the Owner and Architect. § 3.11 Documents and Samples at the Site The Contractor shall make available, at the Project site, the Contract Documents, including Change Orders, Construction Change Directives, and other Modifications, in good order and marked currently to indicate field changes and selections made during construction, and the approved Shop Drawings, Product Data, Samples, and similar required submittals. These shall be in electronic form or paper copy, available to the Architect and Owner, and Init. / AIA Document A201 – 2017. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. “The American Institute of Architects,” “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are trademarks of The American Institute of Architects. This document was produced at 13:39:53 ET on 05/14/2024 under Order No.2114499103 which expires on 01/24/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1379358547) 17 delivered to the Architect for submittal to the Owner upon completion of the Work as a record of the Work as constructed. § 3.12 Shop Drawings, Product Data and Samples § 3.12.1 Shop Drawings are drawings, diagrams, schedules, and other data specially prepared for the Work by the Contractor or a Subcontractor, Sub-subcontractor, manufacturer, supplier, or distributor to illustrate some portion of the Work. § 3.12.2 Product Data are illustrations, standard schedules, performance charts, instructions, brochures, diagrams, and other information furnished by the Contractor to illustrate materials or equipment for some portion of the Work. § 3.12.3 Samples are physical examples that illustrate materials, equipment, or workmanship, and establish standards by which the Work will be judged. § 3.12.4 Shop Drawings, Product Data, Samples, and similar submittals are not Contract Documents. Their purpose is to demonstrate how the Contractor proposes to conform to the information given and the design concept expressed in the Contract Documents for those portions of the Work for which the Contract Documents require submittals. Review by the Architect is subject to the limitations of Section 4.2.7. Informational submittals upon which the Architect is not expected to take responsive action may be so identified in the Contract Documents. Submittals that are not required by the Contract Documents may be returned by the Architect without action. § 3.12.5 The Contractor shall review for compliance with the Contract Documents, approve, and submit to the Architect, Shop Drawings, Product Data, Samples, and similar submittals required by the Contract Documents, in accordance with the submittal schedule approved by the Architect or, in the absence of an approved submittal schedule, with reasonable promptness and in such sequence as to cause no delay in the Work or in the activities of the Owner or of Separate Contractors. § 3.12.6 By submitting Shop Drawings, Product Data, Samples, and similar submittals, the Contractor represents to the Owner and Architect that the Contractor has (1) reviewed and approved them, (2) determined and verified materials, field measurements and field construction criteria related thereto, or will do so, and (3) checked and coordinated the information contained within such submittals with the requirements of the Work and of the Contract Documents. § 3.12.7 The Contractor shall perform no portion of the Work for which the Contract Documents require submittal and review of Shop Drawings, Product Data, Samples, or similar submittals, until the respective submittal has been approved by the Architect. § 3.12.8 The Work shall be in accordance with approved submittals except that the Contractor shall not be relieved of responsibility for deviations from the requirements of the Contract Documents by the Architect’s approval of Shop Drawings, Product Data, Samples, or similar submittals, unless the Contractor has specifically notified the Architect of such deviation at the time of submittal and (1) the Architect has given written approval to the specific deviation as a minor change in the Work, or (2) a Change Order or Construction Change Directive has been issued authorizing the deviation. The Contractor shall not be relieved of responsibility for errors or omissions in Shop Drawings, Product Data, Samples, or similar submittals, by the Architect’s approval thereof. § 3.12.9 The Contractor shall direct specific attention, in writing or on resubmitted Shop Drawings, Product Data, Samples, or similar submittals, to revisions other than those requested by the Architect on previous submittals. In the absence of such notice, the Architect’s approval of a resubmission shall not apply to such revisions. § 3.12.10 The Contractor shall not be required to provide professional services that constitute the practice of architecture or engineering unless such services are specifically required by the Contract Documents for a portion of the Work or unless the Contractor needs to provide such services in order to carry out the Contractor’s responsibilities for construction means, methods, techniques, sequences, and procedures. The Contractor shall not be required to provide professional services in violation of applicable law. § 3.12.10.1 If professional design services or certifications by a design professional related to systems, materials, or equipment are specifically required of the Contractor by the Contract Documents, the Owner and the Architect will Init. / AIA Document A201 – 2017. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. “The American Institute of Architects,” “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are trademarks of The American Institute of Architects. This document was produced at 13:39:53 ET on 05/14/2024 under Order No.2114499103 which expires on 01/24/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1379358547) 18 specify all performance and design criteria that such services must satisfy. The Contractor shall be entitled to rely upon the adequacy and accuracy of the performance and design criteria provided in the Contract Documents. The Contractor shall cause such services or certifications to be provided by an appropriately licensed design professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, Shop Drawings, and other submittals prepared by such professional. Shop Drawings, and other submittals related to the Work, designed or certified by such professional, if prepared by others, shall bear such professional’s written approval when submitted to the Architect. The Owner and the Architect shall be entitled to rely upon the adequacy and accuracy of the services, certifications, and approvals performed or provided by such design professionals, provided the Owner and Architect have specified to the Contractor the performance and design criteria that such services must satisfy. Pursuant to this Section 3.12.10, the Architect will review and approve or take other appropriate action on submittals only for the limited purpose of checking for conformance with information given and the design concept expressed in the Contract Documents. § 3.12.10.2 If the Contract Documents require the Contractor’s design professional to certify that the Work has been performed in accordance with the design criteria, the Contractor shall furnish such certifications to the Architect at the time and in the form specified by the Architect. § 3.13 Use of Site The Contractor shall confine operations at the site to areas permitted by applicable laws, statutes, ordinances, codes, rules and regulations, lawful orders of public authorities, and the Contract Documents and shall not unreasonably encumber the site with materials or equipment. § 3.14 Cutting and Patching § 3.14.1 The Contractor shall be responsible for cutting, fitting, or patching required to complete the Work or to make its parts fit together properly. All areas requiring cutting, fitting, or patching shall be restored to the condition existing prior to the cutting, fitting, or patching, unless otherwise required by the Contract Documents. § 3.14.2 The Contractor shall not damage or endanger a portion of the Work or fully or partially completed construction of the Owner or Separate Contractors by cutting, patching, or otherwise altering such construction, or by excavation. The Contractor shall not cut or otherwise alter construction by the Owner or a Separate Contractor except with written consent of the Owner and of the Separate Contractor. Consent shall not be unreasonably withheld. The Contractor shall not unreasonably withhold, from the Owner or a Separate Contractor, its consent to cutting or otherwise altering the Work. § 3.15 Cleaning Up § 3.15.1 The Contractor shall keep the premises and surrounding area free from accumulation of waste materials and rubbish caused by operations under the Contract. At completion of the Work, the Contractor shall remove waste materials, rubbish, the Contractor’s tools, construction equipment, machinery, and surplus materials from and about the Project. § 3.15.2 If the Contractor fails to clean up as provided in the Contract Documents, the Owner may do so and the Owner shall be entitled to reimbursement from the Contractor. § 3.16 Access to Work The Contractor shall provide the Owner and Architect with access to the Work in preparation and progress wherever located. § 3.17 Royalties, Patents and Copyrights The Contractor shall pay all royalties and license fees. The Contractor shall defend suits or claims for infringement of copyrights and patent rights and shall hold the Owner and Architect harmless from loss on account thereof, but shall not be responsible for defense or loss when a particular design, process, or product of a particular manufacturer or manufacturers is required by the Contract Documents, or where the copyright violations are contained in Drawings, Specifications, or other documents prepared by the Owner or Architect. However, if an infringement of a copyright or patent is discovered by, or made known to, the Contractor, the Contractor shall be responsible for the loss unless the information is promptly furnished to the Architect. Init. / AIA Document A201 – 2017. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. “The American Institute of Architects,” “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are trademarks of The American Institute of Architects. This document was produced at 13:39:53 ET on 05/14/2024 under Order No.2114499103 which expires on 01/24/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1379358547) 19 § 3.18 Indemnification § 3.18.1 To the fullest extent permitted by law, the Contractor shall indemnify and hold harmless the Owner, Architect, Architect’s consultants, and agents and employees of any of them from and against claims, damages, losses, and expenses, including but not limited to attorneys’ fees, arising out of or resulting from performance of the Work, provided that such claim, damage, loss, or expense is attributable to bodily injury, sickness, disease or death, or to injury to or destruction of tangible property (other than the Work itself), but only to the extent caused by the negligent acts or omissions of the Contractor, a Subcontractor, anyone directly or indirectly employed by them, or anyone for whose acts they may be liable, regardless of whether or not such claim, damage, loss, or expense is caused in part by a party indemnified hereunder. Such obligation shall not be construed to negate, abridge, or reduce other rights or obligations of indemnity that would otherwise exist as to a party or person described in this Section 3.18. § 3.18.2 In claims against any person or entity indemnified under this Section 3.18 by an employee of the Contractor, a Subcontractor, anyone directly or indirectly employed by them, or anyone for whose acts they may be liable, the indemnification obligation under Section 3.18.1 shall not be limited by a limitation on amount or type of damages, compensation, or benefits payable by or for the Contractor or a Subcontractor under workers’ compensation acts, disability benefit acts, or other employee benefit acts. ARTICLE 4 ARCHITECT § 4.1 General § 4.1.1 The Architect is the person or entity retained by the Owner pursuant to Section 2.3.2 and identified as such in the Agreement. § 4.1.2 Duties, responsibilities, and limitations of authority of the Architect as set forth in the Contract Documents shall not be restricted, modified, or extended without written consent of the Owner, Contractor, and Architect. Consent shall not be unreasonably withheld. Interpretations and decisions of the Architect will be consistent with the intent of, and reasonably inferable from, the Contract Documents and will be in writing or in the form of drawings. When making such interpretations and decisions, the Architect will endeavor to secure faithful performance by Contractor, and will not be liable for results of interpretations or decisions rendered in good faith. § 4.2 Administration of the Contract § 4.2.1 The Architect will provide administration of the Contract as described in the Contract Documents and will be an Owner’s representative during construction until the date the Architect issues the final Certificate for Payment. The Architect will have authority to act on behalf of the Owner only to the extent provided in the Contract Documents. § 4.2.2 The Architect will visit the site at intervals appropriate to the stage of construction, or as otherwise agreed with the Owner, to become generally familiar with the progress and quality of the portion of the Work completed, and to determine in general if the Work observed is being performed in a manner indicating that the Work, when fully completed, will be in accordance with the Contract Documents. However, the Architect will not be required to make exhaustive or continuous on-site inspections to check the quality or quantity of the Work. The Architect will not have control over, charge of, or responsibility for the construction means, methods, techniques, sequences or procedures, or for the safety precautions and programs in connection with the Work, since these are solely the Contractor’s rights and responsibilities under the Contract Documents. § 4.2.3 On the basis of the site visits, the Architect will keep the Owner reasonably informed about the progress and quality of the portion of the Work completed, and promptly report to the Owner (1) known deviations from the Contract Documents, (2) known deviations from the most recent construction schedule submitted by the Contractor, and (3) defects and deficiencies observed in the Work. The Architect will not be responsible for the Contractor’s failure to perform the Work in accordance with the requirements of the Contract Documents. The Architect will not have control over or charge of, and will not be responsible for acts or omissions of, the Contractor, Subcontractors, or their agents or employees, or any other persons or entities performing portions of the Work. § 4.2.4 Communications The Owner and Contractor shall include the Architect in all communications that relate to or affect the Architect’s services or professional responsibilities. The Owner shall promptly notify the Architect of the substance of any direct communications between the Owner and the Contractor otherwise relating to the Project. Communications by and with the Architect’s consultants shall be through the Architect. Communications by and with Subcontractors and Init. / AIA Document A201 – 2017. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. “The American Institute of Architects,” “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are trademarks of The American Institute of Architects. This document was produced at 13:39:53 ET on 05/14/2024 under Order No.2114499103 which expires on 01/24/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1379358547) 20 suppliers shall be through the Contractor. Communications by and with Separate Contractors shall be through the Owner. The Contract Documents may specify other communication protocols. § 4.2.5 Based on the Architect’s evaluations of the Contractor’s Applications for Payment, the Architect will review and certify the amounts due the Contractor and will issue Certificates for Payment in such amounts. § 4.2.6 The Architect has authority to reject Work that does not conform to the Contract Documents. Whenever the Architect considers it necessary or advisable, the Architect will have authority to require inspection or testing of the Work in accordance with Sections 13.4.2 and 13.4.3, whether or not the Work is fabricated, installed or completed. However, neither this authority of the Architect nor a decision made in good faith either to exercise or not to exercise such authority shall give rise to a duty or responsibility of the Architect to the Contractor, Subcontractors, suppliers, their agents or employees, or other persons or entities performing portions of the Work. § 4.2.7 The Architect will review and approve, or take other appropriate action upon, the Contractor’s submittals such as Shop Drawings, Product Data, and Samples, but only for the limited purpose of checking for conformance with information given and the design concept expressed in the Contract Documents. The Architect’s action will be taken in accordance with the submittal schedule approved by the Architect or, in the absence of an approved submittal schedule, with reasonable promptness while allowing sufficient time in the Architect’s professional judgment to permit adequate review. Review of such submittals is not conducted for the purpose of determining the accuracy and completeness of other details such as dimensions and quantities, or for substantiating instructions for installation or performance of equipment or systems, all of which remain the responsibility of the Contractor as required by the Contract Documents. The Architect’s review of the Contractor’s submittals shall not relieve the Contractor of the obligations under Sections 3.3, 3.5, and 3.12. The Architect’s review shall not constitute approval of safety precautions or of any construction means, methods, techniques, sequences, or procedures. The Architect’s approval of a specific item shall not indicate approval of an assembly of which the item is a component. § 4.2.8 The Architect will prepare Change Orders and Construction Change Directives, and may order minor changes in the Work as provided in Section 7.4. The Architect will investigate and make determinations and recommendations regarding concealed and unknown conditions as provided in Section 3.7.4. § 4.2.9 The Architect will conduct inspections to determine the date or dates of Substantial Completion and the date of final completion; issue Certificates of Substantial Completion pursuant to Section 9.8; receive and forward to the Owner, for the Owner’s review and records, written warranties and related documents required by the Contract and assembled by the Contractor pursuant to Section 9.10; and issue a final Certificate for Payment pursuant to Section 9.10. § 4.2.10 If the Owner and Architect agree, the Architect will provide one or more Project representatives to assist in carrying out the Architect’s responsibilities at the site. The Owner shall notify the Contractor of any change in the duties, responsibilities and limitations of authority of the Project representatives. § 4.2.11 The Architect will interpret and decide matters concerning performance under, and requirements of, the Contract Documents on written request of either the Owner or Contractor. The Architect’s response to such requests will be made in writing within any time limits agreed upon or otherwise with reasonable promptness. § 4.2.12 Interpretations and decisions of the Architect will be consistent with the intent of, and reasonably inferable from, the Contract Documents and will be in writing or in the form of drawings. When making such interpretations and decisions, the Architect will endeavor to secure faithful performance by both Owner and Contractor, will not show partiality to either, and will not be liable for results of interpretations or decisions rendered in good faith. § 4.2.13 The Owner’s decisions on matters relating to aesthetic effect will be final if consistent with the intent expressed in the Contract Documents. § 4.2.14 The Architect will review and respond to requests for information about the Contract Documents. The Architect’s response to such requests will be made in writing within any time limits agreed upon or otherwise with reasonable promptness. If appropriate, the Architect will prepare and issue supplemental Drawings and Specifications in response to the requests for information. Init. / AIA Document A201 – 2017. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. “The American Institute of Architects,” “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are trademarks of The American Institute of Architects. This document was produced at 13:39:53 ET on 05/14/2024 under Order No.2114499103 which expires on 01/24/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1379358547) 21 ARTICLE 5 SUBCONTRACTORS § 5.1 Definitions § 5.1.1 A Subcontractor is a person or entity who has a direct contract with the Contractor to perform a portion of the Work at the site. The term "Subcontractor" is referred to throughout the Contract Documents as if singular in number and means a Subcontractor or an authorized representative of the Subcontractor. The term "Subcontractor" does not include a Separate Contractor or the subcontractors of a Separate Contractor. § 5.1.2 A Sub-subcontractor is a person or entity who has a direct or indirect contract with a Subcontractor to perform a portion of the Work at the site. The term "Sub-subcontractor" is referred to throughout the Contract Documents as if singular in number and means a Sub-subcontractor or an authorized representative of the Sub-subcontractor. § 5.2 Award of Subcontracts and Other Contracts for Portions of the Work § 5.2.1 Unless otherwise stated in the Contract Documents, the Contractor, as soon as practicable after award of the Contract, shall notify the Owner and Architect of the persons or entities proposed for each principal portion of the Work, including those who are to furnish materials or equipment fabricated to a special design. Within 14 days of receipt of the information, the Architect may notify the Contractor whether the Owner or the Architect (1) has reasonable objection to any such proposed person or entity or (2) requires additional time for review. Failure of the Architect to provide notice within the 14-day period shall constitute notice of no reasonable objection. § 5.2.2 The Contractor shall not contract with a proposed person or entity to whom the Owner or Architect has made reasonable and timely objection. The Contractor shall not be required to contract with anyone to whom the Contractor has made reasonable objection. § 5.2.3 If the Owner or Architect has reasonable objection to a person or entity proposed by the Contractor, the Contractor shall propose another to whom the Owner or Architect has no reasonable objection. If the proposed but rejected Subcontractor was reasonably capable of performing the Work, the Contract Sum and Contract Time shall be increased or decreased by the difference, if any, occasioned by such change, and an appropriate Change Order shall be issued before commencement of the substitute Subcontractor’s Work. However, no increase in the Contract Sum or Contract Time shall be allowed for such change unless the Contractor has acted promptly and responsively in submitting names as required. § 5.2.4 The Contractor shall not substitute a Subcontractor, person, or entity for one previously selected if the Owner or Architect makes reasonable objection to such substitution. § 5.3 Subcontractual Relations By appropriate written agreement, the Contractor shall require each Subcontractor, to the extent of the Work to be performed by the Subcontractor, to be bound to the Contractor by terms of the Contract Documents, and to assume toward the Contractor all the obligations and responsibilities, including the responsibility for safety of the Subcontractor’s Work that the Contractor, by these Contract Documents, assumes toward the Owner and Architect. Each subcontract agreement shall preserve and protect the rights of the Owner and Architect under the Contract Documents with respect to the Work to be performed by the Subcontractor so that subcontracting thereof will not prejudice such rights, and shall allow to the Subcontractor, unless specifically provided otherwise in the subcontract agreement, the benefit of all rights, remedies, and redress against the Contractor that the Contractor, by the Contract Documents, has against the Owner. Where appropriate, the Contractor shall require each Subcontractor to enter into similar agreements with Sub-subcontractors. The Contractor shall make available to each proposed Subcontractor, prior to the execution of the subcontract agreement, copies of the Contract Documents to which the Subcontractor will be bound, and, upon written request of the Subcontractor, identify to the Subcontractor terms and conditions of the proposed subcontract agreement that may be at variance with the Contract Documents. Subcontractors will similarly make copies of applicable portions of such documents available to their respective proposed Sub-subcontractors. § 5.4 Contingent Assignment of Subcontracts § 5.4.1 Each subcontract agreement for a portion of the Work is assigned by the Contractor to the Owner, provided that .1 assignment is effective only after termination of the Contract by the Owner for cause pursuant to Section 14.2 and only for those subcontract agreements that the Owner accepts by notifying the Subcontractor and Contractor; and .2 assignment is subject to the prior rights of the surety, if any, obligated under bond relating to the Contract. Init. / AIA Document A201 – 2017. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. “The American Institute of Architects,” “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are trademarks of The American Institute of Architects. This document was produced at 13:39:53 ET on 05/14/2024 under Order No.2114499103 which expires on 01/24/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1379358547) 22 When the Owner accepts the assignment of a subcontract agreement, the Owner assumes the Contractor’s rights and obligations under the subcontract. § 5.4.2 Upon such assignment, if the Work has been suspended for more than 30 days, the Subcontractor’s compensation shall be equitably adjusted for increases in cost resulting from the suspension. § 5.4.3 Upon assignment to the Owner under this Section 5.4, the Owner may further assign the subcontract to a successor contractor or other entity. If the Owner assigns the subcontract to a successor contractor or other entity, the Owner shall nevertheless remain legally responsible for all of the successor contractor’s obligations under the subcontract. ARTICLE 6 CONSTRUCTION BY OWNER OR BY SEPARATE CONTRACTORS § 6.1 Owner’s Right to Perform Construction and to Award Separate Contracts § 6.1.1 The term "Separate Contractor(s)" shall mean other contractors retained by the Owner under separate agreements. The Owner reserves the right to perform construction or operations related to the Project with the Owner’s own forces, and with Separate Contractors retained under Conditions of the Contract substantially similar to those of this Contract, including those provisions of the Conditions of the Contract related to insurance and waiver of subrogation. § 6.1.2 When separate contracts are awarded for different portions of the Project or other construction or operations on the site, the term "Contractor" in the Contract Documents in each case shall mean the Contractor who executes each separate Owner-Contractor Agreement. § 6.1.3 The Owner shall provide for coordination of the activities of the Owner’s own forces and of each Separate Contractor with the Work of the Contractor, who shall cooperate with them. The Contractor shall participate with any Separate Contractors and the Owner in reviewing their construction schedules. The Contractor shall make any revisions to its construction schedule deemed necessary after a joint review and mutual agreement. The construction schedules shall then constitute the schedules to be used by the Contractor, Separate Contractors, and the Owner until subsequently revised. § 6.1.4 Unless otherwise provided in the Contract Documents, when the Owner performs construction or operations related to the Project with the Owner’s own forces or with Separate Contractors, the Owner or its Separate Contractors shall have the same obligations and rights that the Contractor has under the Conditions of the Contract, including, without excluding others, those stated in Article 3, this Article 6, and Articles 10, 11, and 12. § 6.2 Mutual Responsibility § 6.2.1 The Contractor shall afford the Owner and Separate Contractors reasonable opportunity for introduction and storage of their materials and equipment and performance of their activities, and shall connect and coordinate the Contractor’s construction and operations with theirs as required by the Contract Documents. § 6.2.2 If part of the Contractor’s Work depends for proper execution or results upon construction or operations by the Owner or a Separate Contractor, the Contractor shall, prior to proceeding with that portion of the Work, promptly notify the Architect of apparent discrepancies or defects in the construction or operations by the Owner or Separate Contractor that would render it unsuitable for proper execution and results of the Contractor’s Work. Failure of the Contractor to notify the Architect of apparent discrepancies or defects prior to proceeding with the Work shall constitute an acknowledgment that the Owner’s or Separate Contractor’s completed or partially completed construction is fit and proper to receive the Contractor’s Work. The Contractor shall not be responsible for discrepancies or defects in the construction or operations by the Owner or Separate Contractor that are not apparent. § 6.2.3 The Contractor shall reimburse the Owner for costs the Owner incurs that are payable to a Separate Contractor because of the Contractor’s delays, improperly timed activities or defective construction. The Owner shall be responsible to the Contractor for costs the Contractor incurs because of a Separate Contractor’s delays, improperly timed activities, damage to the Work or defective construction. § 6.2.4 The Contractor shall promptly remedy damage that the Contractor wrongfully causes to completed or partially completed construction or to property of the Owner or Separate Contractor as provided in Section 10.2.5. Init. / AIA Document A201 – 2017. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. “The American Institute of Architects,” “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are trademarks of The American Institute of Architects. This document was produced at 13:39:53 ET on 05/14/2024 under Order No.2114499103 which expires on 01/24/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1379358547) 23 § 6.2.5 The Owner and each Separate Contractor shall have the same responsibilities for cutting and patching as are described for the Contractor in Section 3.14. § 6.3 Owner’s Right to Clean Up If a dispute arises among the Contractor, Separate Contractors, and the Owner as to the responsibility under their respective contracts for maintaining the premises and surrounding area free from waste materials and rubbish, the Owner may clean up and the Architect will allocate the cost among those responsible. ARTICLE 7 CHANGES IN THE WORK § 7.1 General § 7.1.1 Changes in the Work may be accomplished after execution of the Contract, and without invalidating the Contract, by Change Order, Construction Change Directive or order for a minor change in the Work, subject to the limitations stated in this Article 7 and elsewhere in the Contract Duments. § 7.1.2 A Change Order shall be based upon agreement among the Owner, Contractor, and Architect. A Construction Change Directive requires agreement by the Owner and Architect and may or may not be agreed to by the Contractor. An order for a minor change in the Work may be issued by the Architect alone. § 7.1.3 Changes in the Work shall be performed under applicable provisions of the Contract Documents. The Contractor shall proceed promptly with changes in the Work, unless otherwise provided in the Change Order, Construction Change Directive, or order for a minor change in the Work. Overhead and Profit (OH&P) for changes in work shall be limited to the following: 10% OH&P for all work self-preformed by Contractors own forces 5% OH&P for all subcontracted work. 5% OH&P for all work by subcontractors. Work performed by a combination of Contractors and Sub-Contractors shall not exceed a total of 10%OH&P § 7.2 Change Orders § 7.2.1 A Change Order is a written instrument prepared by the Architect and signed by the Owner, Contractor, and Architect stating their agreement upon all of the following: .1 The change in the Work; .2 The amount of the adjustment, if any, in the Contract Sum; and .3 The extent of the adjustment, if any, in the Contract Time. § 7.3 Construction Change Directives § 7.3.1 A Construction Change Directive is a written order prepared by the Architect and signed by the Owner and Architect, directing a change in the Work prior to agreement on adjustment, if any, in the Contract Sum or Contract Time, or both. The Owner may by Construction Change Directive, without invalidating the Contract, order changes in the Work within the general scope of the Contract consisting of additions, deletions, or other revisions, the Contract Sum and Contract Time being adjusted accordingly. § 7.3.2 A Construction Change Directive shall be used in the absence of total agreement on the terms of a Change Order. § 7.3.3 If the Construction Change Directive provides for an adjustment to the Contract Sum, the adjustment shall be based on one of the following methods: .1 Mutual acceptance of a lump sum properly itemized and supported by sufficient substantiating data to permit evaluation; .2 Unit prices stated in the Contract Documents or subsequently agreed upon; .3 Cost to be determined in a manner agreed upon by the parties and a mutually acceptable fixed or percentage fee; or .4 As provided in Section 7.3.4. Init. / AIA Document A201 – 2017. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. “The American Institute of Architects,” “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are trademarks of The American Institute of Architects. This document was produced at 13:39:53 ET on 05/14/2024 under Order No.2114499103 which expires on 01/24/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1379358547) 24 § 7.3.4 If the Contractor does not respond promptly or disagrees with the method for adjustment in the Contract Sum, the Architect shall determine the adjustment on the basis of reasonable expenditures and savings of those performing the Work attributable to the change, including, in case of an increase in the Contract Sum, an amount for overhead and profit as set forth in the Agreement, or if no such amount is set forth in the Agreement, a reasonable amount. In such case, and also under Section 7.3.3.3, the Contractor shall keep and present, in such form as the Architect may prescribe, an itemized accounting together with appropriate supporting data. Unless otherwise provided in the Contract Documents, costs for the purposes of this Section 7.3.4 shall be limited to the following: .1 Costs of labor, including applicable payroll taxes, fringe benefits required by agreement or custom, workers’ compensation insurance, and other employee costs approved by the Architect; .2 Costs of materials, supplies, and equipment, including cost of transportation, whether incorporated or consumed; .3 Rental costs of machinery and equipment, exclusive of hand tools, whether rented from the Contractor or others; .4 Costs of premiums for all bonds and insurance, permit fees, and sales, use, or similar taxes, directly related to the change; and .5 Costs of supervision and field office personnel directly attributable to the change. § 7.3.5 If the Contractor disagrees with the adjustment in the Contract Time, the Contractor may make a Claim in accordance with applicable provisions of Article 15. § 7.3.6 Upon receipt of a Construction Change Directive, the Contractor shall promptly proceed with the change in the Work involved and advise the Architect of the Contractor’s agreement or disagreement with the method, if any, provided in the Construction Change Directive for determining the proposed adjustment in the Contract Sum or Contract Time. § 7.3.7 A Construction Change Directive signed by the Contractor indicates the Contractor’s agreement therewith, including adjustment in Contract Sum and Contract Time or the method for determining them. Such agreement shall be effective immediately and shall be recorded as a Change Order. § 7.3.8 The amount of credit to be allowed by the Contractor to the Owner for a deletion or change that results in a net decrease in the Contract Sum shall be actual net cost as confirmed by the Architect. When both additions and credits covering related Work or substitutions are involved in a change, the allowance for overhead and profit shall be figured on the basis of net increase, if any, with respect to that change. § 7.3.9 Pending final determination of the total cost of a Construction Change Directive to the Owner, the Contractor may request payment for Work completed under the Construction Change Directive in Applications for Payment. The Architect will make an interim determination for purposes of monthly certification for payment for those costs and certify for payment the amount that the Architect determines, in the Architect’s professional judgment, to be reasonably justified. The Architect’s interim determination of cost shall adjust the Contract Sum on the same basis as a Change. § 7.3.10 When the Owner and Contractor agree with a determination made by the Architect concerning the adjustments in the Contract Sum and Contract Time, or otherwise reach agreement upon the adjustments, such agreement shall be effective immediately and the Architect will prepare a Change Order. Change Orders may be issued for all or any part of a Construction Change Directive. § 7.4 Minor Changes in the Work The Architect may order minor changes in the Work that are consistent with the intent of the Contract Documents and do not involve an adjustment in the Contract Sum or an extension of the Contract Time. The Architect’s order for minor changes shall be in writing. If the Contractor believes that the proposed minor change in the Work will affect the Contract Sum or Contract Time, the Contractor shall notify the Architect and shall not proceed to implement the change in the Work. If the Contractor performs the Work set forth in the Architect’s order for a minor change without prior notice to the Architect that such change will affect the Contract Sum or Contract Time, the Contractor waives any adjustment to the Contract Sum or extension of the Contract Time. Init. / AIA Document A201 – 2017. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. “The American Institute of Architects,” “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are trademarks of The American Institute of Architects. This document was produced at 13:39:53 ET on 05/14/2024 under Order No.2114499103 which expires on 01/24/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1379358547) 25 ARTICLE 8 TIME § 8.1 Definitions § 8.1.1 Unless otherwise provided, Contract Time is the period of time, including authorized adjustments, allotted in the Contract Documents for Substantial Completion of the Work. § 8.1.2 The date of commencement of the Work is the date established in the Agreement. § 8.1.3 The date of Substantial Completion is the date certified by the Architect in accordance with Section 9.8. § 8.1.4 The term "day" as used in the Contract Documents shall mean calendar day unless otherwise specifically defined. § 8.2 Progress and Completion § 8.2.1 Time limits stated in the Contract Documents are of the essence of the Contract. By executing the Agreement, the Contractor confirms that the Contract Time is a reasonable period for performing the Work. § 8.2.2 The Contractor shall not knowingly, except by agreement or instruction of the Owner in writing, commence the Work prior to the effective date of insurance required to be furnished by the Contractor and Owner. § 8.2.3 The Contractor shall proceed expeditiously with adequate forces and shall achieve Substantial Completion within the Contract Time. § 8.3 Delays and Extensions of Time § 8.3.1 If the Contractor is delayed at any time in the progress of the Work or the sequencing of the work by an act or neglect of the Owner or Architect, of an employee of either, or of a Separate Contractor employed by the Owner, or by changes ordered in the Work or by fires, unusual delay in deliveries, unavoidable casualties, or other causes beyond the Contractor’s or a Subcontractor’s or supplier’s controor other causes which the Architect determines may justify delay, then the Contract Time shall be extended by Change Order without notice to sureties, for such reasonable time as the Architect may determine. A time extension shall be Contractor’s sole remedy and compensation for all such delays and changes in sequencing. . (Paragraph deleted) § 8.3.3 This Section 8.3 precludes recovery of damages for delay by Contractor if the Contractor is delayed at any time in the progress of the Work or the sequencing of work by an act or neglect of the Owner or the Architect or of any employee of either or of a separate contractor employed by the Owner, or by changes ordered in the Work, or by fires, unusual delays in deliveries, unavoidable casualties or other causes beyond the Contractor’s or a Subcontractor’s or suppliers control and not reasonably anticipatable, or by other causes which the Architect determines may justify delay, then the Contract Time shall be extended by Change Order without notice to sureties, for such reasonable time as the Architect may determine. A time extension shall be the Contractor’s sole remedy and compensation for all such delays and changes in sequencing. . ARTICLE 9 PAYMENTS AND COMPLETION § 9.1 Contract Sum § 9.1.1 The Contract Sum is stated in the Agreement and, including authorized adjustments, is the total amount payable by the Owner to the Contractor for performance of the Work under the Contract Documents. § 9.1.2 If unit prices are stated in the Contract Documents or subsequently agreed upon, and if quantities originally contemplated are materially changed so that application of such unit prices to the actual quantities causes substantial inequity to the Owner or Contractor, the applicable unit prices shall be equitably adjusted. § 9.2 Schedule of Values Where the Contract is based on a stipulated sum or Guaranteed Maximum Price, the Contractor shall submit a schedule of values to the Architect before the first Application for Payment, allocating the entire Contract Sum to the various portions of the Work. The schedule of values shall be prepared in the form, and supported by the data to Init. / AIA Document A201 – 2017. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. “The American Institute of Architects,” “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are trademarks of The American Institute of Architects. This document was produced at 13:39:53 ET on 05/14/2024 under Order No.2114499103 which expires on 01/24/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1379358547) 26 substantiate its accuracy, required by the Architect. This schedule, unless objected to by the Architect, shall be used as a basis for reviewing the Contractor’s Applications for Payment. Any changes to the schedule of values shall be submitted to the Architect and supported by such data to substantiate its accuracy as the Architect may require, and unless objected to by the Architect, shall be used as a basis for reviewing the Contractor’s subsequent Applications for Payment. § 9.3 Applications for Payment § 9.3.1 At least ten days before the date established for each progress payment, the Contractor shall submit to the Architect an itemized Application for Payment prepared in accordance with the schedule of values, if required under Section 9.2, for completed portions of the Work. The application shall be notarized, if required, and supported by all data substantiating the Contractor’s right to payment that the Owner or Architect require, such as copies of requisitions, and releases and waivers of liens from Subcontractors and suppliers, and shall reflect retainage if provided for in the Contract Documents. § 9.3.1.1 As provided in Section 7.3.9, such applications may include requests for payment on account of changes in the Work that have been properly authorized by Construction Change Directives, or by interim determinations of the Architect, but not yet included in Change Orders. § 9.3.1.2 Owner shall make 95% progress payments on account of the Contract Price on the basis of Contractor’s Applications for Payment during performance of the Work. Upon final completion of the Work, Owner shall pay the remainder of the Contract Price. Minn. Stat. § 290.92 requires that the City of Edina obtain a Withholding Affidavit for Contractors, Form IC-134, before making final payments to Contractors. This form needs to be submitted by the Contractor to the Minnesota Department of Revenue for approval. The form is used to receive certification from the state that the vendor has complied with the requirement to withhold and remit state withholding taxes for employee salaries paid. § 9.3.2 Unless otherwise provided in the Contract Documents, payments shall be made on account of materials and equipment delivered and suitably stored at the site for subsequent incorporation in the Work. If approved in advance by the Owner, payment may similarly be made for materials and equipment suitably stored off the site at a location agreed upon in writing. Payment for materials and equipment stored on or off the site shall be conditioned upon compliance by the Contractor with procedures satisfactory to the Owner to establish the Owner’s title to such materials and equipment or otherwise protect the Owner’s interest, and shall include the costs of applicable insurance, storage, and transportation to the site, for such materials and equipment stored off the site. § 9.3.3 The Contractor warrants that title to all Work covered by an Application for Payment will pass to the Owner no later than the time of payment. The Contractor further warrants that upon submittal of an Application for Payment all Work for which Certificates for Payment have been previously issued and payments received from the Owner shall, to the best of the Contractor’s knowledge, information, and belief, be free and clear of liens, claims, security interests, or encumbrances, in favor of the Contractor, Subcontractors, suppliers, or other persons or entities that provided labor, materials, and equipment relating to the Work. § 9.4 Certificates for Payment § 9.4.1 The Architect will, within seven days after receipt of the Contractor’s Application for Payment, either (1) issue to the Owner a Certificate for Payment in the full amount of the Application for Payment, with a copy to the Contractor; or (2) issue to the Owner a Certificate for Payment for such amount as the Architect determines is properly due, and notify the Contractor and Owner of the Architect’s reasons for withholding certification in part as provided in Section 9.5.1; or (3) withhold certification of the entire Application for Payment, and notify the Contractor and Owner of the Architect’s reason for withholding certification in whole as provided in Section 9.5.1. § 9.4.2 The issuance of a Certificate for Payment will constitute a representation by the Architect to the Owner, based on the Architect’s evaluation of the Work and the data in the Application for Payment, that, to the best of the Architect’s knowledge, information, and belief, the Work has progressed to the point indicated, the quality of the Work is in accordance with the Contract Documents, and that the Contractor is entitled to payment in the amount certified. The foregoing representations are subject to an evaluation of the Work for conformance with the Contract Documents upon Substantial Completion, to results of subsequent tests and inspections, to correction of minor deviations from the Contract Documents prior to completion, and to specific qualifications expressed by the Architect. However, the issuance of a Certificate for Payment will not be a representation that the Architect has (1) made Init. / AIA Document A201 – 2017. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. “The American Institute of Architects,” “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are trademarks of The American Institute of Architects. This document was produced at 13:39:53 ET on 05/14/2024 under Order No.2114499103 which expires on 01/24/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1379358547) 27 exhaustive or continuous on-site inspections to check the quality or quantity of the Work; (2) reviewed construction means, methods, techniques, sequences, or procedures; (3) reviewed copies of requisitions received from Subcontractors and suppliers and other data requested by the Owner to substantiate the Contractor’s right to payment; or (4) made examination to ascertain how or for what purpose the Contractor has used money previously paid on account of the Contract Sum. § 9.5 Decisions to Withhold Certification § 9.5.1 The Architect may withhold a Certificate for Payment in whole or in part, to the extent reasonably necessary to protect the Owner, if in the Architect’s opinion the representations to the Owner required by Section 9.4.2 cannot be made. If the Architect is unable to certify payment in the amount of the Application, the Architect will notify the Contractor and Owner as provided in Section 9.4.1. If the Contractor and Architect cannot agree on a revised amount, the Architect will promptly issue a Certificate for Payment for the amount for which the Architect is able to make such representations to the Owner. The Architect may also withhold a Certificate for Payment or, because of subsequently discovered evidence, may nullify the whole or a part of a Certificate for Payment previously issued, to such extent as may be necessary in the Architect’s opinion to protect the Owner from loss for which the Contractor is responsible, including loss resulting from acts and omissions described in Section 3.3.2, because of .1 defective Work not remedied; .2 third party claims filed or reasonable evidence indicating probable filing of such claims, unless security acceptable to the Owner is provided by the Contractor; .3 failure of the Contractor to make payments properly to Subcontractors or suppliers for labor, materials or equipment; .4 reasonable evidence that the Work cannot be completed for the unpaid balance of the Contract Sum; .5 damage to the Owner or a Separate Contractor; .6 reasonable evidence that the Work will not be completed within the Contract Time, and that the unpaid balance would not be adequate to cover actual or liquidated damages for the anticipated delay; or .7 repeated failure to carry out the Work in accordance with the Contract Documents. § 9.5.2 When either party disputes the Architect’s decision regarding a Certificate for Payment under Section 9.5.1, in whole or in part, that party may submit a Claim in accordance with Article 15. § 9.5.3 When the reasons for withholding certification are removed, certification will be made for amounts previously withheld. § 9.5.4 If the Architect withholds certification for payment under Section 9.5.1.3, the Owner may, at its sole option, issue joint checks to the Contractor and to any Subcontractor or materials or equipment suppliers to whom the Contractor failed to make payment for Work properly performed or material or equipment suitably delivered. If the Owner makes payments by joint check, the Owner shall notify the Architect and the Architect shall reflect such payment on the next Certificate for Payment. § 9.6 Progress Payments § 9.6.1 After the Architect has issued a Certificate for Payment, the Owner shall make payment in the manner and within the time provided in the Contract Documents, and shall so notify the Architect. § 9.6.2 Prompt Payment to Subcontractors. In accordance with Minnesota law, the Contractor shall include, in all subcontracts and other agreements with its subcontractors and suppliers, a provision which requires the Contractor to pay any of its subcontractors and suppliers within 10 days of the Contractor’s receipt of payment from the Owner, for undisputed services or supplies provided by the subcontractor or supplier. The provision shall also include the requirement that the Contractor shall pay interest of one and one-half percent (1.5%) per month or any part of a month to the subcontractor or supplier on any undisputed amount not paid on time to the subcontractor or supplier. The provision shall further provide that the minimum monthly interest penalty payment for an unpaid balance of $100 or more is $10, for an unpaid balance of less than $100, the Contractor shall pay the actual penalty due to the subcontractor or supplier, and a subcontractor or supplier who prevails in a civil action to collect interest penalties from the Contractor shall be awarded its costs and disbursements, including attorneys’ fees, incurred in bringing the action. Init. / AIA Document A201 – 2017. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. “The American Institute of Architects,” “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are trademarks of The American Institute of Architects. This document was produced at 13:39:53 ET on 05/14/2024 under Order No.2114499103 which expires on 01/24/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1379358547) 28 § 9.6.3 The Architect will, on request, furnish to a Subcontractor, if practicable, information regarding percentages of completion or amounts applied for by the Contractor and action taken thereon by the Architect and Owner on account of portions of the Work done by such Subcontractor. § 9.6.4 The Owner has the right to request written evidence from the Contractor that the Contractor has properly paid Subcontractors and suppliers amounts paid by the Owner to the Contractor for subcontracted Work. If the Contractor fails to furnish such evidence within seven days, the Owner shall have the right to contact Subcontractors and suppliers to ascertain whether they have been properly paid. Neither the Owner nor Architect shall have an obligation to pay, or to see to the payment of money to, a Subcontractor or supplier, except as may otherwise be required by law. § 9.6.5 The Contractor’s payments to suppliers shall be treated in a manner similar to that provided in Sections 9.6.2, 9.6.3 and 9.6.4. § 9.6.6 A Certificate for Payment, a progress payment, or partial or entire use or occupancy of the Project by the Owner shall not constitute acceptance of Work not in accordance with the Contract Documents. § 9.6.7 Unless the Contractor provides the Owner with a payment bond in the full penal sum of the Contract Sum, payments received by the Contractor for Work properly performed by Subcontractors or provided by suppliers shall be held by the Contractor for those Subcontractors or suppliers who performed Work or furnished materials, or both, under contract with the Contractor for which payment was made by the Owner. Nothing contained herein shall require money to be placed in a separate account and not commingled with money of the Contractor, create any fiduciary liability or tort liability on the part of the Contractor for breach of trust, or entitle any person or entity to an award of punitive damages against the Contractor for breach of the requirements of this provision. § 9.6.8 Provided the Owner has fulfilled its payment obligations under the Contract Documents, the Contractor shall defend and indemnify the Owner from all loss, liability, damage or expense, including reasonable attorney’s fees and litigation expenses, arising out of any lien claim or other claim for payment by any Subcontractor or supplier of any tier. Upon receipt of notice of a lien claim or other claim for payment, the Owner shall notify the Contractor. If approved by the applicable court, when required, the Contractor may substitute a surety bond for the property against which the lien or other claim for payment has been asserted. § 9.7 Failure of Payment If the Architect does not issue a Certificate for Payment, through no fault of the Contractor, within seven days after receipt of the Contractor’s Application for Payment, or if the Owner does not pay the Contractor within seven days after the date established in the Contract Documents, the amount certified by the Architect , then the Contractor may, upon seven additional days’ notice to the Owner and Architect, stop the Work until payment of the amount owing has been received. The Contract Time shall be extended appropriately and the Contract Sum shall be increased by the amount of the Contractor’s reasonable costs of shutdown, delay and start-up, plus interest as provided for in the Contract Documents. § 9.8 Substantial Completion § 9.8.1 Substantial Completion is the stage in the progress of the Work when the Work or designated portion thereof is sufficiently complete in accordance with the Contract Documents so that the Owner can occupy or utilize the Work for its intended use. § 9.8.2 When the Contractor considers that the Work, or a portion thereof which the Owner agrees to accept separately, is substantially complete, the Contractor shall prepare and submit to the Architect a comprehensive list of items to be completed or corrected prior to final payment. Failure to include an item on such list does not alter the responsibility of the Contractor to complete all Work in accordance with the Contract Documents. § 9.8.3 Upon receipt of the Contractor’s list, the Architect will make an inspection to determine whether the Work or designated portion thereof is substantially complete. If the Architect’s inspection discloses any item, whether or not included on the Contractor’s list, which is not sufficiently complete in accordance with the Contract Documents so that the Owner can occupy or utilize the Work or designated portion thereof for its intended use, the Contractor shall, before issuance of the Certificate of Substantial Completion, complete or correct such item upon notification by the Architect. In such case, the Contractor shall then submit a request for another inspection by the Architect to determine Substantial Completion. Init. / AIA Document A201 – 2017. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. “The American Institute of Architects,” “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are trademarks of The American Institute of Architects. This document was produced at 13:39:53 ET on 05/14/2024 under Order No.2114499103 which expires on 01/24/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1379358547) 29 § 9.8.4 When the Work or designated portion thereof is substantially complete, the Architect will prepare a Certificate of Substantial Completion that shall establish the date of Substantial Completion; establish responsibilities of the Owner and Contractor for security, maintenance, heat, utilities, damage to the Work and insurance; and fix the time within which the Contractor shall finish all items on the list accompanying the Certificate. Warranties required by the Contract Documents shall commence on the date of Substantial Completion of the Work or designated portion thereof unless otherwise provided in the Certificate of Substantial Completion. § 9.8.5 The Certificate of Substantial Completion shall be submitted to the Owner and Contractor for their written acceptance of responsibilities assigned to them in the Certificate. Upon such acceptance, and consent of surety if any, the Owner shall make payment of retainage applying to the Work or designated portion thereof. Such payment shall be adjusted for Work that is incomplete or not in accordance with the requirements of the Contract Documents. § 9.9 Partial Occupancy or Use § 9.9.1 The Owner may occupy or use any completed or partially completed portion of the Work at any stage when such portion is designated by separate agreement with the Contractor, provided such occupancy or use is consented to by the insurer and authorized by public authorities having jurisdiction over the Project. Such partial occupancy or use may commence whether or not the portion is substantially complete, provided the Owner and Contractor have accepted in writing the responsibilities assigned to each of them for payments, retainage, if any, security, maintenance, heat, utilities, damage to the Work and insurance, and have agreed in writing concerning the period for correction of the Work and commencement of warranties required by the Contract Documents. When the Contractor considers a portion substantially complete, the Contractor shall prepare and submit a list to the Architect as provided under Section 9.8.2. Consent of the Contractor to partial occupancy or use shall not be unreasonably withheld. The stage of the progress of the Work shall be determined by written agreement between the Owner and Contractor or, if no agreement is reached, by decision of the Architect. § 9.9.2 Immediately prior to such partial occupancy or use, the Owner, Contractor, and Architect shall jointly inspect the area to be occupied or portion of the Work to be used in order to determine and record the condition of the Work. § 9.9.3 Unless otherwise agreed upon, partial occupancy or use of a portion or portions of the Work shall not constitute acceptance of Work not complying with the requirements of the Contract Documents. § 9.10 Final Completion and Final Payment § 9.10.1 Upon receipt of the Contractor’s notice that the Work is ready for final inspection and acceptance and upon receipt of a final Application for Payment, the Architect will promptly make such inspection. When the Architect finds the Work acceptable under the Contract Documents and the Contract fully performed, the Architect will promptly issue a final Certificate for Payment stating that to the best of the Architect’s knowledge, information and belief, and on the basis of the Architect’s on-site visits and inspections, the Work has been completed in accordance with the Contract Documents and that the entire balance found to be due the Contractor and noted in the final Certificate is due and payable. The Architect’s final Certificate for Payment will constitute a further representation that conditions listed in Section 9.10.2 as precedent to the Contractor’s being entitled to final payment have been fulfilled. § 9.10.2 Neither final payment nor any remaining retained percentage shall become due until the Contractor submits to the Architect (1) an affidavit that payrolls, bills for materials and equipment, and other indebtedness connected with the Work for which the Owner or the Owner’s property might be responsible or encumbered (less amounts withheld by Owner) have been paid or otherwise satisfied, (2) a certificate evidencing that insurance required by the Contract Documents to remain in force after final payment is currently in effect, (3) a written statement that the Contractor knows of no reason that the insurance will not be renewable to cover the period required by the Contract Documents, (4) consent of surety, if any, to final payment, (5) documentation of any special warranties, such as manufacturers’ warranties or specific Subcontractor warranties, and (6) if required by the Owner, other data establishing payment or satisfaction of obligations, such as receipts and releases and waivers of liens, claims, security interests, or encumbrances arising out of the Contract, to the extent and in such form as may be designated by the Owner. If a Subcontractor refuses to furnish a release or waiver required by the Owner, the Contractor may furnish a bond satisfactory to the Owner to indemnify the Owner against such lien, claim, security interest, or encumbrance. If a lien, claim, security interest, or encumbrance remains unsatisfied after payments are made, the Contractor shall refund to the Owner all money that the Owner may be compelled to pay in discharging the lien, claim, security interest, or encumbrance, including all costs and reasonable attorneys’ fees. Init. / AIA Document A201 – 2017. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. “The American Institute of Architects,” “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are trademarks of The American Institute of Architects. This document was produced at 13:39:53 ET on 05/14/2024 under Order No.2114499103 which expires on 01/24/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1379358547) 30 § 9.10.3 If, after Substantial Completion of the Work, final completion thereof is materially delayed through no fault of the Contractor or by issuance of Change Orders affecting final completion, and the Architect so confirms, the Owner shall, upon application by the Contractor and certification by the Architect, and without terminating the Contract, make payment of the balance due for that portion of the Work fully completed, corrected, and accepted. If the remaining balance for Work not fully completed or corrected is less than retainage stipulated in the Contract Documents, and if bonds have been furnished, the written consent of the surety to payment of the balance due for that portion of the Work fully completed and accepted shall be submitted by the Contractor to the Architect prior to certification of such payment. Such payment shall be made under terms and conditions governing final payment, except that it shall not constitute a waiver of Claims. (Paragraphs deleted) § 9.10.5 Acceptance of final payment by the Contractor, a Subcontractor, or a supplier, shall constitute a waiver of claims by that payee except those previously made in writing and identified by that payee as unsettled at the time of final Application for Payment. ARTICLE 10 PROTECTION OF PERSONS AND PROPERTY § 10.1 Safety Precautions and Programs The Contractor shall be responsible for initiating, maintaining, and supervising all safety precautions and programs in connection with the performance of the Contract. § 10.2 Safety of Persons and Property § 10.2.1 The Contractor shall take reasonable precautions for safety of, and shall provide reasonable protection to prevent damage, injury, or loss to .1 employees on the Work and other persons who may be affected thereby; .2 the Work and materials and equipment to be incorporated therein, whether in storage on or off the site, under care, custody, or control of the Contractor, a Subcontractor, or a Sub-subcontractor; and .3 other property at the site or adjacent thereto, such as trees, shrubs, lawns, walks, pavements, roadways, structures, and utilities not designated for removal, relocation, or replacement in the course of construction. § 10.2.2 The Contractor shall comply with, and give notices required by applicable laws, statutes, ordinances, codes, rules and regulations, and lawful orders of public authorities, bearing on safety of persons or property or their protection from damage, injury, or loss. § 10.2.3 The Contractor shall implement, erect, and maintain, as required by existing conditions and performance of the Contract, reasonable safeguards for safety and protection, including posting danger signs and other warnings against hazards; promulgating safety regulations; and notifying the owners and users of adjacent sites and utilities of the safeguards. § 10.2.4 When use or storage of explosives or other hazardous materials or equipment, or unusual methods are necessary for execution of the Work, the Contractor shall exercise utmost care and carry on such activities under supervision of properly qualified personnel. § 10.2.5 The Contractor shall promptly remedy damage and loss (other than damage or loss insured under property insurance required by the Contract Documents) to property referred to in Sections 10.2.1.2 and 10.2.1.3 caused in whole or in part by the Contractor, a Subcontractor, a Sub-subcontractor, or anyone directly or indirectly employed by any of them, or by anyone for whose acts they may be liable and for which the Contractor is responsible under Sections 10.2.1.2 and 10.2.1.3. The Contractor may make a Claim for the cost to remedy the damage or loss to the extent such damage or loss is attributable to acts or omissions of the Owner or Architect or anyone directly or indirectly employed by either of them, or by anyone for whose acts either of them may be liable, and not attributable to the fault or negligence of the Contractor. The foregoing obligations of the Contractor are in addition to the Contractor’s obligations under Section 3.18. Init. / AIA Document A201 – 2017. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. “The American Institute of Architects,” “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are trademarks of The American Institute of Architects. This document was produced at 13:39:53 ET on 05/14/2024 under Order No.2114499103 which expires on 01/24/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1379358547) 31 § 10.2.6 The Contractor shall designate a responsible member of the Contractor’s organization at the site whose duty shall be the prevention of accidents. This person shall be the Contractor’s superintendent unless otherwise designated by the Contractor in writing to the Owner and Architect. § 10.2.7 The Contractor shall not permit any part of the construction or site to be loaded so as to cause damage or create an unsafe condition. § 10.2.8 Injury or Damage to Person or Property If either party suffers injury or damage to person or property because of an act or omission of the other party, or of others for whose acts such party is legally responsible, notice of the injury or damage, whether or not insured, shall be given to the other party within a reasonable time not exceeding 21 days after discovery. The notice shall provide sufficient detail to enable the other party to investigate the matter. § 10.3 Hazardous Materials and Substances § 10.3.1 The Contractor is responsible for compliance with any requirements included in the Contract Documents regarding hazardous materials or substances. If the Contractor encounters a hazardous material or substance not addressed in the Contract Documents and if reasonable precautions will be inadequate to prevent foreseeable bodily injury or death to persons resulting from a material or substance, including but not limited to asbestos or polychlorinated biphenyl (PCB), encountered on the site by the Contractor, the Contractor shall, upon recognizing the condition, immediately stop Work in the affected area and notify the Owner and Architect of the condition. § 10.3.2 Upon receipt of the Contractor’s notice, the Owner shall obtain the services of a licensed laboratory to verify the presence or absence of the material or substance reported by the Contractor and, in the event such material or substance is found to be present, to cause it to be rendered harmless. Unless otherwise required by the Contract Documents, the Owner shall furnish in writing to the Contractor and Architect the names and qualifications of persons or entities who are to perform tests verifying the presence or absence of the material or substance or who are to perform the task of removal or safe containment of the material or substance. The Contractor and the Architect will promptly reply to the Owner in writing stating whether or not either has reasonable objection to the persons or entities proposed by the Owner. If either the Contractor or Architect has an objection to a person or entity proposed by the Owner, the Owner shall propose another to whom the Contractor and the Architect have no reasonable objection. When the material or substance has been rendered harmless, Work in the affected area shall resume upon written agreement of the Owner and Contractor. By Change Order, the Contract Time shall be extended appropriately and the Contract Sum shall be increased by the amount of the Contractor’s reasonable additional costs of shutdown, delay, and start-up. § 10.3.3 To the fullest extent permitted by law, the Owner shall indemnify and hold harmless the Contractor, Subcontractors, Architect, Architect’s consultants, and agents and employees of any of them from and against claims, damages, losses, and expenses, including but not limited to attorneys’ fees, arising out of or resulting from performance of the Work in the affected area if in fact the material or substance presents the risk of bodily injury or death as described in Section 10.3.1 and has not been rendered harmless, provided that such claim, damage, loss, or expense is attributable to bodily injury, sickness, disease or death, or to injury to or destruction of tangible property (other than the Work itself), except to the extent that such damage, loss, or expense is due to the fault or negligence of the party seeking indemnity. § 10.3.4 The Owner shall not be responsible under this Section 10.3 for hazardous materials or substances the Contractor brings to the site unless such materials or substances are required by the Contract Documents. The Owner shall be responsible for hazardous materials or substances required by the Contract Documents, except to the extent of the Contractor’s fault or negligence in the use and handling of such materials or substances. § 10.3.5 The Contractor shall reimburse the Owner for the cost and expense the Owner incurs (1) for remediation of hazardous materials or substances the Contractor brings to the site and negligently handles, or (2) where the Contractor fails to perform its obligations under Section 10.3.1, except to the extent that the cost and expense are due to the Owner’s fault or negligence. § 10.3.6 If, without negligence on the part of the Contractor, the Contractor is held liable by a government agency for the cost of remediation of a hazardous material or substance solely by reason of performing Work as required by the Contract Documents, the Owner shall reimburse the Contractor for all cost and expense thereby incurred. Init. / AIA Document A201 – 2017. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. “The American Institute of Architects,” “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are trademarks of The American Institute of Architects. This document was produced at 13:39:53 ET on 05/14/2024 under Order No.2114499103 which expires on 01/24/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1379358547) 32 § 10.4 Emergencies In an emergency affecting safety of persons or property, the Contractor shall act, at the Contractor’s discretion, to prevent threatened damage, injury, or loss. Additional compensation or extension of time claimed by the Contractor on account of an emergency shall be determined as provided in Article 15 and Article 7. ARTICLE 11 INSURANCE AND BONDS § 11.1 Contractor’s Insurance and Bonds § 11.1.1 Contractor’s Liability Insurance. The Contractor shall purchase and maintain commercial general liability insurance as required to protect the Contractor, Architect and Owner from claims set forth below which may arise out of, result from, or are in any manner connected with, the execution of the work provided for in this Contract, or occur or result from the use by the Contractor, its agents or employees, of materials, equipment, instrumentalities or other property, whether the same be owned by the Contractor, or third parties, whether such claims arise during Contract performance or subsequent to completion of operations under this Contract and whether operations be by the Contractor or by anyone directly or indirectly employed by Contractor, or by anyone for whose acts Contractor may be liable, and whether such claims are claims for which the Contractor may be, or may be claimed to be, liable. Insurance shall be purchased from a company licensed to do business in the state where the Project is located, and shall be written for not less than the limits of liability specified below or required by law, whichever is greater. A certificate of insurance on a form acceptable to the Owner which verifies the existence of this insurance coverage must be provided to the Owner before work under this contract is begun. The Owner shall be named as an additional insured on a primary and noncontributory basis. The types of claims, required coverages and minimum limits of liability are as follows: A. Claims under Worker’s Compensation, disability benefit and other similar employee benefit acts; claims for damages because of bodily injury, occupational sickness or disease or death of employees. Insurance coverages shall include: Statutory Workers’ Compensation, including Employer’s Liability with a minimum limit of $100,000.00 for each employee. B. Claims for damages because of bodily injury, occupational sickness or disease, or death, by any person other than employees, claims for personal injuries which are sustained (1) by any person as a result of an act or omission directly or indirectly related to the employment of such person by the Contractor, or (2) any other person; claims for damages other than to the Work itself, because of injury to or destruction of tangible property including loss of use resulting therefor. Insurance coverages shall include: Premise – Operations Products-Completed Operations Blanket Contractual – Such insurance and endorsements as will insure the obligations under the provisions of Subsection 11.1.5 of this Document. Broad Form Property Damage Personal Injury Blanket Explosion, Collapse and Underground Property Damage Operations of Independent Contractors Policy Limits: General Aggregate $2,000,000.00 Products/Completed Operations Aggregate $1,000,000.00 Personal Injury $1,000,000.00 Each Occurrence $1,000,000.00 C. Claims for damages because of bodily injury or death of any person, or any property damage arising out of the ownership or use of any motor vehicle. Insurance coverage shall include: Business Auto Liability insurance including owned, hired and non-owned vehicles with limits of $1,000,000.00 Combined Single Limit for each accident for bodily injury and death, or property damage. D. The coverage limits required by Paragraphs (B) and (C) above may be achieved by the use of an Umbrella Excess Liability Policy. The limits of liability specified shall be considered minimum requirements. Init. / AIA Document A201 – 2017. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. “The American Institute of Architects,” “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are trademarks of The American Institute of Architects. This document was produced at 13:39:53 ET on 05/14/2024 under Order No.2114499103 which expires on 01/24/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1379358547) 33 All aforesaid insurance policies shall be underwritten with responsible insurance carriers, with Best’s Ratings of not less than A and X and otherwise satisfactory to Owner and licensed to provide insurance in the state in which the Project is located. . § 11.1.2 The Contractor shall provide surety bonds of the types, for such penal sums, and subject to such terms and conditions as required by the Contract Documents. The Contractor shall purchase and maintain the required bonds from a company or companies lawfully authorized to issue surety bonds in the jurisdiction where the Project is located. § 11.1.3 Upon the request of any person or entity appearing to be a potential beneficiary of bonds covering payment of obligations arising under the Contract, the Contractor shall promptly furnish a copy of the bonds or shall authorize a copy to be furnished. § 11.1.4 Notice of Cancellation or Expiration of Contractor’s Required Insurance. Within three (3) business days of the date the Contractor becomes aware of an impending or actual cancellation or expiration of any insurance required by the Contract Documents, the Contractor shall provide notice to the Owner of such impending or actual cancellation or expiration. Upon receipt of notice from the Contractor, the Owner shall, unless the lapse in coverage arises from an act or omission of the Owner, have the right to stop the Work until the lapse in coverage has been cured by the procurement of replacement coverage by the Contractor. The furnishing of notice by the Contractor shall not relieve the Contractor of any contractual obligation to provide any required coverage. § 11.2 Owner’s Insurance § 11.2.1 The Owner shall purchase and maintain insurance of the types and limits of liability, containing the endorsements, and subject to the terms and conditions, as described in the Agreement or elsewhere in the Contract Documents. The Owner shall purchase and maintain the required insurance from an insurance company or insurance companies lawfully authorized to issue insurance in the jurisdiction where the Project is located. § 11.2.2 Failure to Purchase Required Property Insurance. If the Owner fails to purchase and maintain the required property insurance, with all of the coverages and in the amounts described in the Agreement or elsewhere in the Contract Documents, the Owner shall inform the Contractor in writing prior to commencement of the Work. Upon receipt of notice from the Owner, the Contractor may delay commencement of the Work and may obtain insurance that will protect the interests of the Contractor, Subcontractors, and Sub-Subcontractors in the Work. When the failure to provide coverage has been cured or resolved, the Contract Sum and Contract Time shall be equitably adjusted. In the event the Owner fails to procure coverage, the Owner waives all rights against the Contractor, Subcontractors, and Sub-subcontractors to the extent the loss to the Owner would have been covered by the insurance to have been procured by the Owner. The cost of the insurance shall be charged to the Owner by a Change Order. If the Owner does not provide written notice, and the Contractor is damaged by the failure or neglect of the Owner to purchase or maintain the required insurance, the Owner shall reimburse the Contractor for all reasonable costs and damages attributable thereto. § 11.2.3 Notice of Cancellation or Expiration of Owner’s Required Property Insurance. Within three (3) business days of the date the Owner becomes aware of an impending or actual cancellation or expiration of any property insurance required by the Contract Documents, the Owner shall provide notice to the Contractor of such impending or actual cancellation or expiration. Unless the lapse in coverage arises from an act or omission of the Contractor: (1) the Contractor, upon receipt of notice from the Owner, shall have the right to stop the Work until the lapse in coverage has been cured by the procurement of replacement coverage by either the Owner or the Contractor; (2) the Contract Time and Contract Sum shall be equitably adjusted; and (3) the Owner waives all rights against the Contractor, Subcontractors, and Sub-subcontractors to the extent any loss to the Owner would have been covered by the insurance had it not expired or been cancelled. If the Contractor purchases replacement coverage, the cost of the insurance shall be charged to the Owner by an appropriate Change Order. The furnishing of notice by the Owner shall not relieve the Owner of any contractual obligation to provide required insurance. § 11.3 Waivers of Subrogation (Paragraphs deleted) Init. / AIA Document A201 – 2017. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. “The American Institute of Architects,” “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are trademarks of The American Institute of Architects. This document was produced at 13:39:53 ET on 05/14/2024 under Order No.2114499103 which expires on 01/24/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1379358547) 34 § 11.4 Loss of Use, Business Interruption, and Delay in Completion Insurance The Owner, at the Owner’s option, may purchase and maintain insurance as will insure the Owner against loss of use of the Owner’s property due to fire or other hazards, however caused. §11.5 Adjustment and Settlement of Insured Loss § 11.5.1 A loss insured under the property insurance required by the Agreement shall be adjusted by the Owner as fiduciary and made payable to the Owner as fiduciary for the insureds, as their interests may appear, subject to requirements of any applicable mortgagee clause and of Section 11.5.2. The Owner shall pay the Architect and Contractor their just shares of insurance proceeds received by the Owner, and by appropriate agreements the Architect and Contractor shall make payments to their consultants and Subcontractors in similar manner. § 11.5.2 Prior to settlement of an insured loss, the Owner shall notify the Contractor of the terms of the proposed settlement as well as the proposed allocation of the insurance proceeds. The Contractor shall have 14 days from receipt of notice to object to the proposed settlement or allocation of the proceeds. If the Contractor does not object, the Owner shall settle the loss and the Contractor shall be bound by the settlement and allocation. Upon receipt, the Owner shall deposit the insurance proceeds in a separate account and make the appropriate distributions. Thereafter, if no other agreement is made or the Owner does not terminate the Contract for convenience, the Owner and Contractor shall execute a Change Order for reconstruction of the damaged or destroyed Work in the amount allocated for that purpose. If the Contractor timely objects to either the terms of the proposed settlement or the allocation of the proceeds, the Owner may proceed to settle the insured loss, and any dispute between the Owner and Contractor arising out of the settlement or allocation of the proceeds shall be resolved pursuant to Article 15. Pending resolution of any dispute, the Owner may issue a Construction Change Directive for the reconstruction of the damaged or destroyed Work. ARTICLE 12 UNCOVERING AND CORRECTION OF WORK § 12.1 Uncovering of Work § 12.1.1 If a portion of the Work is covered contrary to the Architect’s request or to requirements specifically expressed in the Contract Documents, it must, if requested in writing by the Architect, be uncovered for the Architect’s examination and be replaced at the Contractor’s expense without change in the Contract Time. § 12.1.2 If a portion of the Work has been covered that the Architect has not specifically requested to examine prior to its being covered, the Architect may request to see such Work and it shall be uncovered by the Contractor. If such Work is in accordance with the Contract Documents, the Contractor shall be entitled to an equitable adjustment to the Contract Sum and Contract Time as may be appropriate. If such Work is not in accordance with the Contract Documents, the costs of uncovering the Work, and the cost of correction, shall be at the Contractor’s expense. § 12.2 Correction of Work § 12.2.1 Before Substantial Completion The Contractor shall promptly correct Work rejected by the Architect or failing to conform to the requirements of the Contract Documents, discovered before Substantial Completion and whether or not fabricated, installed or completed. Costs of correcting such rejected Work, including additional testing and inspections, the cost of uncovering and replacement, and compensation for the Architect’s services and expenses made necessary thereby, shall be at the Contractor’s expense. § 12.2.2 After Substantial Completion § 12.2.2.1 In addition to the Contractor’s obligations under Section 3.5, if, within one year after the date of Substantial Completion of the Work or designated portion thereof or after the date for commencement of warranties established under Section 9.9.1, or by terms of any applicable special warranty required by the Contract Documents, any of the Work is found to be not in accordance with the requirements of the Contract Documents, the Contractor shall correct it promptly after receipt of notice from the Owner to do so, unless the Owner has previously given the Contractor a written acceptance of such condition. The Owner shall give such notice promptly after discovery of the condition. During the one-year period for correction of Work, if the Owner fails to notify the Contractor and give the Contractor an opportunity to make the correction, the Owner waives the rights to require correction by the Contractor and to make a claim for breach of warranty. If the Contractor fails to correct nonconforming Work within a reasonable time during that period after receipt of notice from the Owner or Architect, the Owner may correct it in accordance with Section 2.5. Init. / AIA Document A201 – 2017. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. “The American Institute of Architects,” “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are trademarks of The American Institute of Architects. This document was produced at 13:39:53 ET on 05/14/2024 under Order No.2114499103 which expires on 01/24/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1379358547) 35 § 12.2.2.2 The one-year period for correction of Work shall be extended with respect to portions of Work first performed after Substantial Completion by the period of time between Substantial Completion and the actual completion of that portion of the Work. § 12.2.2.3 The one-year period for correction of Work shall not be extended by corrective Work performed by the Contractor pursuant to this Section 12.2. § 12.2.3 The Contractor shall remove from the site portions of the Work that are not in accordance with the requirements of the Contract Documents and are neither corrected by the Contractor nor accepted by the Owner. § 12.2.4 The Contractor shall bear the cost of correcting destroyed or damaged construction of the Owner or Separate Contractors, whether completed or partially completed, caused by the Contractor’s correction or removal of Work that is not in accordance with the requirements of the Contract Documents. § 12.2.5 Nothing contained in this Section 12.2 shall be construed to establish a period of limitation with respect to other obligations the Contractor has under the Contract Documents. Establishment of the one-year period for correction of Work as described in Section 12.2.2 relates only to the specific obligation of the Contractor to correct the Work, and has no relationship to the time within which the obligation to comply with the Contract Documents may be sought to be enforced, nor to the time within which proceedings may be commenced to establish the Contractor’s liability with respect to the Contractor’s obligations other than specifically to correct the Work. § 12.3 Acceptance of Nonconforming Work If the Owner prefers to accept Work that is not in accordance with the requirements of the Contract Documents, the Owner may do so instead of requiring its removal and correction, in which case the Contract Sum will be reduced as appropriate and equitable. Such adjustment shall be effected whether or not final payment has been made. ARTICLE 13 MISCELLANEOUS PROVISIONS § 13.1 Governing Law The Contract shall be governed by the law of the place where the Project is located. § 13.2 Successors and Assigns § 13.2.1 The Owner and Contractor respectively bind themselves, their partners, successors, assigns, and legal representatives to covenants, agreements, and obligations contained in the Contract Documents. Except as provided in Section 13.2.2, neither party to the Contract shall assign the Contract as a whole without written consent of the other. If either party attempts to make an assignment without such consent, that party shall nevertheless remain legally responsible for all obligations under the Contract. § 13.2.2 The Owner may, without consent of the Contractor, assign the Contract to a lender providing construction financing for the Project, if the lender assumes the Owner’s rights and obligations under the Contract Documents. The Contractor shall execute all consents reasonably required to facilitate the assignment. § 13.3 Rights and Remedies § 13.3.1 Duties and obligations imposed by the Contract Documents and rights and remedies available thereunder shall be in addition to and not a limitation of duties, obligations, rights, and remedies otherwise imposed or available by law. § 13.3.2 No action or failure to act by the Owner, Architect, or Contractor shall constitute a waiver of a right or duty afforded them under the Contract, nor shall such action or failure to act constitute approval of or acquiescence in a breach thereunder, except as may be specifically agreed upon in writing. § 13.4 Tests and Inspections § 13.4.1 Tests, inspections, and approvals of portions of the Work shall be made as required by the Contract Documents and by applicable laws, statutes, ordinances, codes, rules, and regulations or lawful orders of public authorities. Unless otherwise provided, the Contractor shall make arrangements for such tests, inspections, and approvals with an independent testing laboratory or entity acceptable to the Owner, or with the appropriate public authority, and shall bear all related costs of tests, inspections, and approvals. The Contractor shall give the Architect timely notice of when and where tests and inspections are to be made so that the Architect may be present for such Init. / AIA Document A201 – 2017. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. “The American Institute of Architects,” “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are trademarks of The American Institute of Architects. This document was produced at 13:39:53 ET on 05/14/2024 under Order No.2114499103 which expires on 01/24/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1379358547) 36 procedures. The Owner shall bear costs of tests, inspections, or approvals that do not become requirements until after bids are received or negotiations concluded. The Owner shall directly arrange and pay for tests, inspections, or approvals where building codes or applicable laws or regulations so require. § 13.4.2 If the Architect, Owner, or public authorities having jurisdiction determine that portions of the Work require additional testing, inspection, or approval not included under Section 13.4.1, the Architect will, upon written authorization from the Owner, instruct the Contractor to make arrangements for such additional testing, inspection, or approval, by an entity acceptable to the Owner, and the Contractor shall give timely notice to the Architect of when and where tests and inspections are to be made so that the Architect may be present for such procedures. Such costs, except as provided in Section 13.4.3, shall be at the Owner’s expense. § 13.4.3 If procedures for testing, inspection, or approval under Sections 13.4.1 and 13.4.2 reveal failure of the portions of the Work to comply with requirements established by the Contract Documents, all costs made necessary by such failure, including those of repeated procedures and compensation for the Architect’s services and expenses, shall be at the Contractor’s expense. § 13.4.4 Required certificates of testing, inspection, or approval shall, unless otherwise required by the Contract Documents, be secured by the Contractor and promptly delivered to the Architect. § 13.4.5 If the Architect is to observe tests, inspections, or approvals required by the Contract Documents, the Architect will do so promptly and, where practicable, at the normal place of testing. § 13.4.6 Tests or inspections conducted pursuant to the Contract Documents shall be made promptly to avoid unreasonable delay in the Work. § 13.5 Interest Payments due and unpaid under the Contract Documents shall bear interest from the date payment is due at the rate the parties agree upon in writing or, in the absence thereof, at the legal rate prevailing from time to time at the place where the Project is located. ARTICLE 14 TERMINATION OR SUSPENSION OF THE CONTRACT § 14.1 Termination by the Contractor (Paragraphs deleted) § 14.1.4 If the Work is stopped for a period of 60 consecutive days through no act or fault of the Contractor, a Subcontractor, a Sub-subcontractor, or their agents or employees or any other persons or entities performing portions of the Work because the Owner has repeatedly failed to fulfill the Owner’s obligations under the Contract Documents with respect to matters important to the progress of the Work, the Contractor may, upon seven additional days’ notice to the Owner and the Architect, terminate the Contract and recover from the Owner as provided in Section 14.1.3. § 14.2 Termination by the Owner for Cause § 14.2.1 The Owner may terminate the Contract if the Contractor .1 repeatedly refuses or fails to supply enough properly skilled workers or proper materials; .2 fails to make payment to Subcontractors or suppliers in accordance with the respective agreements between the Contractor and the Subcontractors or suppliers; .3 repeatedly disregards applicable laws, statutes, ordinances, codes, rules and regulations, or lawful orders of a public authority; or .4 otherwise is guilty of substantial breach of a provision of the Contract Documents. § 14.2.2 When any of the reasons described in Section 14.2.1 exist, and upon certification by the Architect that sufficient cause exists to justify such action, the Owner may, without prejudice to any other rights or remedies of the Owner and after giving the Contractor and the Contractor’s surety, if any, seven days’ notice, terminate employment of the Contractor and may, subject to any prior rights of the surety: .1 Exclude the Contractor from the site and take possession of all materials, equipment, tools, and construction equipment and machinery thereon owned by the Contractor; .2 Accept assignment of subcontracts pursuant to Section 5.4; and Init. / AIA Document A201 – 2017. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. “The American Institute of Architects,” “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are trademarks of The American Institute of Architects. This document was produced at 13:39:53 ET on 05/14/2024 under Order No.2114499103 which expires on 01/24/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1379358547) 37 .3 Finish the Work by whatever reasonable method the Owner may deem expedient. Upon written request of the Contractor, the Owner shall furnish to the Contractor a detailed accounting of the costs incurred by the Owner in finishing the Work. § 14.2.3 When the Owner terminates the Contract for one of the reasons stated in Section 14.2.1, the Contractor shall not be entitled to receive further payment until the Work is finished. § 14.2.4 If the unpaid balance of the Contract Sum exceeds costs of finishing the Work, including compensation for the Architect’s services and expenses made necessary thereby, and other damages incurred by the Owner and not expressly waived, such excess shall be paid to the Contractor. If such costs and damages exceed the unpaid balance, the Contractor shall pay the difference to the Owner. The amount to be paid to the Contractor or Owner, as the case may be, shall be certified by the Initial Decision Maker, upon application, and this obligation for payment shall survive termination of the Contract. § 14.3 Suspension by the Owner for Convenience § 14.3.1 The Owner may, without cause, order the Contractor in writing to suspend, delay or interrupt the Work, in whole or in part for such period of time as the Owner may determine. § 14.3.2 The Contract Sum and Contract Time shall be adjusted for increases in the cost and time caused by suspension, delay, or interruption under Section 14.3.1. Adjustment of the Contract Sum shall include profit. No adjustment shall be made to the extent .1 that performance is, was, or would have been, so suspended, delayed, or interrupted, by another cause for which the Contractor is responsible; or .2 that an equitable adjustment is made or denied under another provision of the Contract. § 14.4 Termination by the Owner for Convenience § 14.4.1 The Owner may, at any time, terminate the Contract for the Owner’s convenience and without cause. § 14.4.2 Upon receipt of notice from the Owner of such termination for the Owner’s convenience, the Contractor shall .1 cease operations as directed by the Owner in the notice; .2 take actions necessary, or that the Owner may direct, for the protection and preservation of the Work; and .3 except for Work directed to be performed prior to the effective date of termination stated in the notice, terminate all existing subcontracts and purchase orders and enter into no further subcontracts and purchase orders. § 14.4.3 In case of such termination for the Owner’s convenience, the Contractor shall be entitled to payment for Work executedalong with reasonable overhead and profit for the completed Work. ARTICLE 15 CLAIMS AND DISPUTES § 15.1 Claims § 15.1.1 Definition A Claim is a demand or assertion by one of the parties seeking, as a matter of right, payment of money, a change in the Contract Time, or other relief with respect to the terms of the Contract. The term "Claim" also includes other disputes and matters in question between the Owner and Contractor arising out of or relating to the Contract. The responsibility to substantiate Claims shall rest with the party making the Claim. This Section 15.1.1 does not require the Owner to file a Claim in order to impose liquidated damages in accordance with the Contract Documents. § 15.1.2 Time Limits on Claims The Owner and Contractor shall commence all Claims and causes of action against the other and arising out of or related to the Contract, whether in contract, tort, breach of warranty or otherwise, in accordance with the requirements of the binding dispute resolution method selected in the Agreement and within the period specified by applicable law, but in any case not more than 10 years after the date of Substantial Completion of the Work. The Owner and Contractor waive all Claims and causes of action not commenced in accordance with this Section 15.1.2. Init. / AIA Document A201 – 2017. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. “The American Institute of Architects,” “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are trademarks of The American Institute of Architects. This document was produced at 13:39:53 ET on 05/14/2024 under Order No.2114499103 which expires on 01/24/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1379358547) 38 § 15.1.3 Notice of Claims § 15.1.3.1 Claims by either the Owner or Contractor, where the condition giving rise to the Claim is first discovered prior to expiration of the period for correction of the Work set forth in Section 12.2.2, shall be initiated by notice to the other party and to the Initial Decision Maker with a copy sent to the Architect, if the Architect is not serving as the Initial Decision Maker. Claims by either party under this Section 15.1.3.1 shall be initiated within 21 days after occurrence of the event giving rise to such Claim or within 21 days after the claimant first recognizes the condition giving rise to the Claim, whichever is later. § 15.1.3.2 Claims by either the Owner or Contractor, where the condition giving rise to the Claim is first discovered after expiration of the period for correction of the Work set forth in Section 12.2.2, shall be initiated by notice to the other party. In such event, no decision by the Initial Decision Maker is required. § 15.1.4 Continuing Contract Performance § 15.1.4.1 Pending final resolution of a Claim, except as otherwise agreed in writing or as provided in Section 9.7 and Article 14, the Contractor shall proceed diligently with performance of the Contract and the Owner shall continue to make payments in accordance with the Contract Documents. § 15.1.4.2 The Contract Sum and Contract Time shall be adjusted in accordance with the Initial Decision Maker’s decision, subject to the right of either party to proceed in accordance with this Article 15. The Architect will issue Certificates for Payment in accordance with the decision of the Initial Decision Maker. § 15.1.5 Claims for Additional Cost If the Contractor wishes to make a Claim for an increase in the Contract Sum, notice as provided in Section 15.1.3 shall be given before proceeding to execute the portion of the Work that is the subject of the Claim. Prior notice is not required for Claims relating to an emergency endangering life or property arising under Section 10.4. § 15.1.6 Claims for Additional Time § 15.1.6.1 If the Contractor wishes to make a Claim for an increase in the Contract Time, notice as provided in Section 15.1.3 shall be given. The Contractor’s Claim shall include an estimate of cost and of probable effect of delay on progress of the Work. In the case of a continuing delay, only one Claim is necessary. § 15.1.6.2 If adverse weather conditions are the basis for a Claim for additional time, such Claim shall be documented by data substantiating that weather conditions were abnormal for the period of time, could not have been reasonably anticipated, and had an adverse effect on the scheduled construction. § 15.1.7 Waiver of Claims for Consequential Damages The Contractor and Owner waive Claims against each other for consequential damages arising out of or relating to this Contract. This mutual waiver includes .1 damages incurred by the Owner for rental expenses, for losses of use, income, profit, financing, business and reputation, and for loss of management or employee productivity or of the services of such persons; and .2 damages incurred by the Contractor for principal office expenses including the compensation of personnel stationed there, for losses of financing, business and reputation, and for loss of profit, except anticipated profit arising directly from the Work. This mutual waiver is applicable, without limitation, to all consequential damages due to either party’s termination in accordance with Article 14. Nothing contained in this Section 15.1.7 shall be deemed to preclude assessment of liquidated damages, when applicable, in accordance with the requirements of the Contract Documents. (Paragraphs deleted) Additions and Deletions Report for AIA® Document A201® – 2017 This Additions and Deletions Report, as defined on page 1 of the associated document, reproduces below all text the author has added to the standard form AIA document in order to complete it, as well as any text the author may have added to or deleted from the original AIA text. Added text is shown underlined. Deleted text is indicated with a horizontal line through the original AIA text. Note: This Additions and Deletions Report is provided for information purposes only and is not incorporated into or constitute any part of the associated AIA document. This Additions and Deletions Report and its associated document were generated simultaneously by AIA software at 13:39:53 ET on 05/14/2024. Additions and Deletions Report for AIA Document A201 – 2017. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. “The American Institute of Architects,” “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are trademarks of The American Institute of Architects. This document was produced at 13:39:53 ET on 05/14/2024 under Order No.2114499103 which expires on 01/24/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1379358547) 1 PAGE 1 Fire Station 2, station alerting equipment install … City of Edina 4801 W. 50th St. Edina, MN 55424 … Boarman Kroos Vogel Group, Inc. dBa BKV Group 222 North Second Street, Suite 101 Minneapolis, Minnesota 55401 PAGE 10 § 1.2.1 The Contract Documents are to be read and interpreted as a whole. The intent of the Contract Documents is to include all items necessary for the proper execution and completion of the Work by the Contractor. The Contract Documents are complementary, and what is required by one shall be as binding as if required by all; performance by the Contractor shall be required only to the extent consistent with the Contract Documents and reasonably inferable from them as being necessary to produce the indicated results.and to require Contractor to provide the highest quality and greatest quantity consistent with the Contract Documents. If there are inconsistencies within or among part of the Contract Documents or between the Contract Documents and applicable standards, codes or ordinances, the Contractor shall provide the better quality or greater quantity of Work or comply with the more stringent requirements; either or all in accordance with the Architect’s interpretation. The terms and conditions of this subparagraph 1.2.1 shall not relieve the Contractor of any of its obligations as set forth in Article 3. .1 Before ordering any materials or doing any Work, the Contractor shall verify measurements at the Project site and shall be responsible for the correctness of such measurements. No extra charges or compensation will be allowed on account of differences between actual dimensions and the dimensions indicated on the Drawings. Any difference that may be found shall be submitted to the Architect for resolution before proceeding with the Work. .2 If a minor change in the Work is necessary due to actual field conditions, the Contractor shall submit detailed drawings of such departure to the Architect for approval by the Architect before making the change. The Owner shall not be required to make any adjustment to either the Contract Sum or Contract Time because of any failure by the Contractor to comply with the requirements of this Subparagraph 1.2.1. Actual or alleged conflicts or inconsistencies between the Drawings and Specifications or other Contract Documents shall be brought to the Architect’s and Architect’s attention in writing, prior to performing the affected Work. The Architect’s and Construction Manager’s directions, as communicated through the Architect, shall be followed by the Contractor. Additions and Deletions Report for AIA Document A201 – 2017. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. “The American Institute of Architects,” “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are trademarks of The American Institute of Architects. This document was produced at 13:39:53 ET on 05/14/2024 under Order No.2114499103 which expires on 01/24/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1379358547) 2 PAGE 12 § 2.1.2 The Owner shall furnish to the Contractor, within fifteen days after receipt of a written request, information necessary and relevant for the Contractor to evaluate, give notice of, or enforce mechanic’s lien rights. Such information shall include a correct statement of the record legal title to the property on which the Project is located, usually referred to as the site, and the Owner’s interest therein.Work is to proceed as a no-lien Project in accordance with the laws of the State of Minnesota regarding public projects. Contractor shall provide to the Owner both a Labor and Material Payment Bond and a Performance Bond each in the amount of the Contract Price prior to the commencement of Work as required by Minnesota Statutes 574.26. The Contractor, for itself and for all who claim through the Contractor, acknowledges and agrees: (i) that because it is a public project, no lien shall attach to the real estate on which the Project is located or to any improvements no existing or to be constructed thereon in favor of the Contractor or any Subcontractor, mechanic, journeyman, laborer, material vendor, lessor of tools or equipment or any other party who may furnish work, materials, equipment, services, tools or machinery for the design or construction of improvements on the land. The Contractor shall also provide written notice of the no-lien status of this Project to all of its Subcontractors, material suppliers, equipment lessors and others that provide labor, material, equipment and/or services for the Project. Contractor shall defend, indemnify and hold the Owner and Architect harmless from any suit, lien, damages, losses or expenses, including reasonable attorneys’ fees.. § 2.2 Evidence of the Owner’s Financial Arrangements § 2.2.1 Prior to commencement of the Work and upon written request by the Contractor, the Owner shall furnish to the Contractor reasonable evidence that the Owner has made financial arrangements to fulfill the Owner’s obligations under the Contract. The Contractor shall have no obligation to commence the Work until the Owner provides such evidence. If commencement of the Work is delayed under this Section 2.2.1, the Contract Time shall be extended appropriately. § 2.2.2 Following commencement of the Work and upon written request by the Contractor, the Owner shall furnish to the Contractor reasonable evidence that the Owner has made financial arrangements to fulfill the Owner’s obligations under the Contract only if (1) the Owner fails to make payments to the Contractor as the Contract Documents require; (2) the Contractor identifies in writing a reasonable concern regarding the Owner’s ability to make payment when due; or (3) a change in the Work materially changes the Contract Sum. If the Owner fails to provide such evidence, as required, within fourteen days of the Contractor’s request, the Contractor may immediately stop the Work and, in that event, shall notify the Owner that the Work has stopped. However, if the request is made because a change in the Work materially changes the Contract Sum under (3) above, the Contractor may immediately stop only that portion of the Work affected by the change until reasonable evidence is provided. If the Work is stopped under this Section 2.2.2, the Contract Time shall be extended appropriately and the Contract Sum shall be increased by the amount of the Contractor’s reasonable costs of shutdown, delay and start-up, plus interest as provided in the Contract Documents. § 2.2.3 After the Owner furnishes evidence of financial arrangements under this Section 2.2, the Owner shall not materially vary such financial arrangements without prior notice to the Contractor. § 2.2.4 Where the Owner has designated information furnished under this Section 2.2 as "confidential," the Contractor shall keep the information confidential and shall not disclose it to any other person. However, the Contractor may disclose "confidential" information, after seven (7) days’ notice to the Owner, where disclosure is required by law, including a subpoena or other form of compulsory legal process issued by a court or governmental entity, or by court or arbitrator(s) order. The Contractor may also disclose "confidential" information to its employees, consultants, sureties, Subcontractors and their employees, Sub-subcontractors, and others who need to know the content of such information solely and exclusively for the Project and who agree to maintain the confidentiality of such information. PAGE 13 § 2.3.3 If the employment of the Architect terminates, the Owner shall employ a successor to whom the Contractor has no reasonable objection and whose status under the Contract Documents shall be that of the Architect. PAGE 15 If the Contractor encounters conditions at the site that are (1) subsurface or otherwise concealed physical conditions that differ materially from those indicated in the Contract Documents or (2) unknown physical conditions of an Additions and Deletions Report for AIA Document A201 – 2017. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. “The American Institute of Architects,” “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are trademarks of The American Institute of Architects. This document was produced at 13:39:53 ET on 05/14/2024 under Order No.2114499103 which expires on 01/24/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1379358547) 3 unusual nature that differ materially from those ordinarily found to exist and generally recognized as inherent in construction activities of the character provided for in the Contract Documents, the Contractor shall promptly provide notice to the Owner and the Architect before conditions are disturbed and in no event later than 14 10 days after first observance of the conditions. The Architect will promptly investigate such conditions and, if the Architect determines that they differ materially and cause an increase or decrease in the Contractor’s cost of, or time required for, performance of any part of the Work, will recommend that an equitable adjustment be made in the Contract Sum or Contract Time, or both. If the Architect determines that the conditions at the site are not materially different from those indicated in the Contract Documents and that no change in the terms of the Contract is justified, the Architect shall promptly notify the Owner and Contractor, stating the reasons. If either party disputes the Architect’s determination or recommendation, that party may submit a Claim as provided in Article 15.reasons PAGE 19 § 4.1.2 Duties, responsibilities, and limitations of authority of the Architect as set forth in the Contract Documents shall not be restricted, modified, or extended without written consent of the Owner, Contractor, and Architect. Consent shall not be unreasonably withheld. Interpretations and decisions of the Architect will be consistent with the intent of, and reasonably inferable from, the Contract Documents and will be in writing or in the form of drawings. When making such interpretations and decisions, the Architect will endeavor to secure faithful performance by Contractor, and will not be liable for results of interpretations or decisions rendered in good faith. PAGE 20 § 4.2.13 The Architect’s Owner’s decisions on matters relating to aesthetic effect will be final if consistent with the intent expressed in the Contract Documents. PAGE 23 § 7.1.1 Changes in the Work may be accomplished after execution of the Contract, and without invalidating the Contract, by Change Order, Construction Change Directive or order for a minor change in the Work, subject to the limitations stated in this Article 7 and elsewhere in the Contract Documents.Duments. … Overhead and Profit (OH&P) for changes in work shall be limited to the following: 10% OH&P for all work self-preformed by Contractors own forces 5% OH&P for all subcontracted work. 5% OH&P for all work by subcontractors. Work performed by a combination of Contractors and Sub-Contractors shall not exceed a total of 10%OH&P PAGE 24 § 7.3.9 Pending final determination of the total cost of a Construction Change Directive to the Owner, the Contractor may request payment for Work completed under the Construction Change Directive in Applications for Payment. The Architect will make an interim determination for purposes of monthly certification for payment for those costs and certify for payment the amount that the Architect determines, in the Architect’s professional judgment, to be reasonably justified. The Architect’s interim determination of cost shall adjust the Contract Sum on the same basis as a Change Order, subject to the right of either party to disagree and assert a Claim in accordance with Article 15.Change. PAGE 25 § 8.3.1 If the Contractor is delayed at any time in the commencement or progress of the Work by (1) or the sequencing of the work by an act or neglect of the Owner or Architect, of an employee of either, or of a Separate Contractor; (2) Contractor employed by the Owner, or by changes ordered in the Work; (3) by labor disputes, fire, Work or by fires, unusual delay in deliveries, unavoidable casualties, adverse weather conditions documented in accordance with Section 15.1.6.2, or other causes beyond the Contractor’s control; (4) by delay authorized by the Owner pending mediation and binding dispute resolution; or (5) by other causes that the Contractor asserts, and the Architect determines, or a Subcontractor’s or supplier’s controor other causes which the Architect determines may justify delay, then the Contract Time shall be extended by Change Order without notice to sureties, for such reasonable time as the Additions and Deletions Report for AIA Document A201 – 2017. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. “The American Institute of Architects,” “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are trademarks of The American Institute of Architects. This document was produced at 13:39:53 ET on 05/14/2024 under Order No.2114499103 which expires on 01/24/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1379358547) 4 Architect may determine. A time extension shall be Contractor’s sole remedy and compensation for all such delays and changes in sequencing. . § 8.3.2 Claims relating to time shall be made in accordance with applicable provisions of Article 15. § 8.3.3 This Section 8.3 does not preclude precludes recovery of damages for delay by either party under other provisions of the Contract Documents.Contractor if the Contractor is delayed at any time in the progress of the Work or the sequencing of work by an act or neglect of the Owner or the Architect or of any employee of either or of a separate contractor employed by the Owner, or by changes ordered in the Work, or by fires, unusual delays in deliveries, unavoidable casualties or other causes beyond the Contractor’s or a Subcontractor’s or suppliers control and not reasonably anticipatable, or by other causes which the Architect determines may justify delay, then the Contract Time shall be extended by Change Order without notice to sureties, for such reasonable time as the Architect may determine. A time extension shall be the Contractor’s sole remedy and compensation for all such delays and changes in sequencing. . PAGE 26 § 9.3.1.2 Applications for Payment shall not include requests for payment for portions of the Work for which the Contractor does not intend to pay a Subcontractor or supplier, unless such Work has been performed by others whom the Contractor intends to pay.Owner shall make 95% progress payments on account of the Contract Price on the basis of Contractor’s Applications for Payment during performance of the Work. Upon final completion of the Work, Owner shall pay the remainder of the Contract Price. Minn. Stat. § 290.92 requires that the City of Edina obtain a Withholding Affidavit for Contractors, Form IC-134, before making final payments to Contractors. This form needs to be submitted by the Contractor to the Minnesota Department of Revenue for approval. The form is used to receive certification from the state that the vendor has complied with the requirement to withhold and remit state withholding taxes for employee salaries paid. PAGE 27 § 9.5.4 If the Architect withholds certification for payment under Section 9.5.1.3, the Owner may, at its sole option, issue joint checks to the Contractor and to any Subcontractor or supplier materials or equipment suppliers to whom the Contractor failed to make payment for Work properly performed or material or equipment suitably delivered. If the Owner makes payments by joint check, the Owner shall notify the Architect and the Contractor Architect shall reflect such payment on its next Application the next Certificate for Payment. … § 9.6.2 The Contractor shall pay each Subcontractor, no later than seven days after Prompt Payment to Subcontractors. In accordance with Minnesota law, the Contractor shall include, in all subcontracts and other agreements with its subcontractors and suppliers, a provision which requires the Contractor to pay any of its subcontractors and suppliers within 10 days of the Contractor’s receipt of payment from the Owner, the amount to which the Subcontractor is entitled, reflecting percentages actually retained from payments to the Contractor on account of the Subcontractor’s portion of the Work. The Contractor shall, by appropriate agreement with each Subcontractor, require each Subcontractor to make payments to Sub-subcontractors in a similar manner.for undisputed services or supplies provided by the subcontractor or supplier. The provision shall also include the requirement that the Contractor shall pay interest of one and one-half percent (1.5%) per month or any part of a month to the subcontractor or supplier on any undisputed amount not paid on time to the subcontractor or supplier. The provision shall further provide that the minimum monthly interest penalty payment for an unpaid balance of $100 or more is $10, for an unpaid balance of less than $100, the Contractor shall pay the actual penalty due to the subcontractor or supplier, and a subcontractor or supplier who prevails in a civil action to collect interest penalties from the Contractor shall be awarded its costs and disbursements, including attorneys’ fees, incurred in bringing the action. PAGE 28 If the Architect does not issue a Certificate for Payment, through no fault of the Contractor, within seven days after receipt of the Contractor’s Application for Payment, or if the Owner does not pay the Contractor within seven days Additions and Deletions Report for AIA Document A201 – 2017. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. “The American Institute of Architects,” “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are trademarks of The American Institute of Architects. This document was produced at 13:39:53 ET on 05/14/2024 under Order No.2114499103 which expires on 01/24/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1379358547) 5 after the date established in the Contract Documents, the amount certified by the Architect or awarded by binding dispute resolution, , then the Contractor may, upon seven additional days’ notice to the Owner and Architect, stop the Work until payment of the amount owing has been received. The Contract Time shall be extended appropriately and the Contract Sum shall be increased by the amount of the Contractor’s reasonable costs of shutdown, delay and start-up, plus interest as provided for in the Contract Documents. PAGE 30 § 9.10.4 The making of final payment shall constitute a waiver of Claims by the Owner except those arising from .1 liens, Claims, security interests, or encumbrances arising out of the Contract and unsettled; .2 failure of the Work to comply with the requirements of the Contract Documents; .3 terms of special warranties required by the Contract Documents; or .4 audits performed by the Owner, if permitted by the Contract Documents, after final payment. PAGE 32 § 11.1.1 Contractor’s Liability Insurance. The Contractor shall purchase and maintain insurance of the types and limits of liability, containing the endorsements, and subject to the terms and conditions, as described in the Agreement or elsewhere in the Contract Documents. The Contractor shall purchase and maintain the required insurance from an insurance company or insurance companies lawfully authorized to issue insurance in the jurisdiction where the Project is located. The Owner, Architect, and Architect’s consultants shall be named as additional insureds under the Contractor’s commercial general liability policy or as otherwise described in the Contract Documents.commercial general liability insurance as required to protect the Contractor, Architect and Owner from claims set forth below which may arise out of, result from, or are in any manner connected with, the execution of the work provided for in this Contract, or occur or result from the use by the Contractor, its agents or employees, of materials, equipment, instrumentalities or other property, whether the same be owned by the Contractor, or third parties, whether such claims arise during Contract performance or subsequent to completion of operations under this Contract and whether operations be by the Contractor or by anyone directly or indirectly employed by Contractor, or by anyone for whose acts Contractor may be liable, and whether such claims are claims for which the Contractor may be, or may be claimed to be, liable. Insurance shall be purchased from a company licensed to do business in the state where the Project is located, and shall be written for not less than the limits of liability specified below or required by law, whichever is greater. A certificate of insurance on a form acceptable to the Owner which verifies the existence of this insurance coverage must be provided to the Owner before work under this contract is begun. The Owner shall be named as an additional insured on a primary and noncontributory basis. The types of claims, required coverages and minimum limits of liability are as follows: A. Claims under Worker’s Compensation, disability benefit and other similar employee benefit acts; claims for damages because of bodily injury, occupational sickness or disease or death of employees. Insurance coverages shall include: Statutory Workers’ Compensation, including Employer’s Liability with a minimum limit of $100,000.00 for each employee. B. Claims for damages because of bodily injury, occupational sickness or disease, or death, by any person other than employees, claims for personal injuries which are sustained (1) by any person as a result of an act or omission directly or indirectly related to the employment of such person by the Contractor, or (2) any other person; claims for damages other than to the Work itself, because of injury to or destruction of tangible property including loss of use resulting therefor. Insurance coverages shall include: Premise – Operations Products-Completed Operations Blanket Contractual – Such insurance and endorsements as will insure the obligations under the provisions of Subsection 11.1.5 of this Document. Broad Form Property Damage Personal Injury Blanket Explosion, Collapse and Underground Property Damage Operations of Independent Contractors Policy Limits: General Aggregate $2,000,000.00 Additions and Deletions Report for AIA Document A201 – 2017. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. “The American Institute of Architects,” “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are trademarks of The American Institute of Architects. This document was produced at 13:39:53 ET on 05/14/2024 under Order No.2114499103 which expires on 01/24/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1379358547) 6 Products/Completed Operations Aggregate $1,000,000.00 Personal Injury $1,000,000.00 Each Occurrence $1,000,000.00 C. Claims for damages because of bodily injury or death of any person, or any property damage arising out of the ownership or use of any motor vehicle. Insurance coverage shall include: Business Auto Liability insurance including owned, hired and non-owned vehicles with limits of $1,000,000.00 Combined Single Limit for each accident for bodily injury and death, or property damage. D. The coverage limits required by Paragraphs (B) and (C) above may be achieved by the use of an Umbrella Excess Liability Policy. The limits of liability specified shall be considered minimum requirements. All aforesaid insurance policies shall be underwritten with responsible insurance carriers, with Best’s Ratings of not less than A and X and otherwise satisfactory to Owner and licensed to provide insurance in the state in which the Project is located. . PAGE 33 § 11.3.1 The Owner and Contractor waive all rights against (1) each other and any of their subcontractors, sub-subcontractors, agents, and employees, each of the other; (2) the Architect and Architect’s consultants; and (3) Separate Contractors, if any, and any of their subcontractors, sub-subcontractors, agents, and employees, for damages caused by fire, or other causes of loss, to the extent those losses are covered by property insurance required by the Agreement or other property insurance applicable to the Project, except such rights as they have to proceeds of such insurance. The Owner or Contractor, as appropriate, shall require similar written waivers in favor of the individuals and entities identified above from the Architect, Architect’s consultants, Separate Contractors, subcontractors, and sub-subcontractors. The policies of insurance purchased and maintained by each person or entity agreeing to waive claims pursuant to this section 11.3.1 shall not prohibit this waiver of subrogation. This waiver of subrogation shall be effective as to a person or entity (1) even though that person or entity would otherwise have a duty of indemnification, contractual or otherwise, (2) even though that person or entity did not pay the insurance premium directly or indirectly, or (3) whether or not the person or entity had an insurable interest in the damaged property. § 11.3.2 If during the Project construction period the Owner insures properties, real or personal or both, at or adjacent to the site by property insurance under policies separate from those insuring the Project, or if after final payment property insurance is to be provided on the completed Project through a policy or policies other than those insuring the Project during the construction period, to the extent permissible by such policies, the Owner waives all rights in accordance with the terms of Section 11.3.1 for damages caused by fire or other causes of loss covered by this separate property insurance. The Owner, at the Owner’s option, may purchase and maintain insurance that will protect as will insure the Owner against loss of use of the Owner’s property, or the inability to conduct normal operations, due to fire or other causes of loss. The Owner waives all rights of action against the Contractor and Architect for loss of use of the Owner’s property, due to fire or other hazards however caused. property due to fire or other hazards, however caused. PAGE 35 The Contract shall be governed by the law of the place where the Project is located, excluding that jurisdiction’s choice of law rules. If the parties have selected arbitration as the method of binding dispute resolution, the Federal Arbitration Act shall govern Section 15.4.located. PAGE 36 § 14.1.1 The Contractor may terminate the Contract if the Work is stopped for a period of 30 consecutive days through no act or fault of the Contractor, a Subcontractor, a Sub-subcontractor, their agents or employees, or any other persons or entities performing portions of the Work, for any of the following reasons: .1 Issuance of an order of a court or other public authority having jurisdiction that requires all Work to be stopped; Additions and Deletions Report for AIA Document A201 – 2017. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. “The American Institute of Architects,” “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are trademarks of The American Institute of Architects. This document was produced at 13:39:53 ET on 05/14/2024 under Order No.2114499103 which expires on 01/24/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1379358547) 7 .2 An act of government, such as a declaration of national emergency, that requires all Work to be stopped; .3 Because the Architect has not issued a Certificate for Payment and has not notified the Contractor of the reason for withholding certification as provided in Section 9.4.1, or because the Owner has not made payment on a Certificate for Payment within the time stated in the Contract Documents; or .4 The Owner has failed to furnish to the Contractor reasonable evidence as required by Section 2.2. § 14.1.2 The Contractor may terminate the Contract if, through no act or fault of the Contractor, a Subcontractor, a Sub-subcontractor, their agents or employees, or any other persons or entities performing portions of the Work, repeated suspensions, delays, or interruptions of the entire Work by the Owner as described in Section 14.3, constitute in the aggregate more than 100 percent of the total number of days scheduled for completion, or 120 days in any 365-day period, whichever is less. § 14.1.3 If one of the reasons described in Section 14.1.1 or 14.1.2 exists, the Contractor may, upon seven days’ notice to the Owner and Architect, terminate the Contract and recover from the Owner payment for Work executed, as well as reasonable overhead and profit on Work not executed, and costs incurred by reason of such termination. PAGE 37 § 14.4.3 In case of such termination for the Owner’s convenience, the Owner shall pay the Contractor for Work properly executed; costs incurred by reason of the termination, including costs attributable to termination of Subcontracts; and the termination fee, if any, set forth in the Agreement.Contractor shall be entitled to payment for Work executedalong with reasonable overhead and profit for the completed Work. PAGE 38 § 15.2 Initial Decision § 15.2.1 Claims, excluding those where the condition giving rise to the Claim is first discovered after expiration of the period for correction of the Work set forth in Section 12.2.2 or arising under Sections 10.3, 10.4, and 11.5, shall be referred to the Initial Decision Maker for initial decision. The Architect will serve as the Initial Decision Maker, unless otherwise indicated in the Agreement. Except for those Claims excluded by this Section 15.2.1, an initial decision shall be required as a condition precedent to mediation of any Claim. If an initial decision has not been rendered within 30 days after the Claim has been referred to the Initial Decision Maker, the party asserting the Claim may demand mediation and binding dispute resolution without a decision having been rendered. Unless the Initial Decision Maker and all affected parties agree, the Initial Decision Maker will not decide disputes between the Contractor and persons or entities other than the Owner. § 15.2.2 The Initial Decision Maker will review Claims and within ten days of the receipt of a Claim take one or more of the following actions: (1) request additional supporting data from the claimant or a response with supporting data from the other party, (2) reject the Claim in whole or in part, (3) approve the Claim, (4) suggest a compromise, or (5) advise the parties that the Initial Decision Maker is unable to resolve the Claim if the Initial Decision Maker lacks sufficient information to evaluate the merits of the Claim or if the Initial Decision Maker concludes that, in the Initial Decision Maker’s sole discretion, it would be inappropriate for the Initial Decision Maker to resolve the Claim. § 15.2.3 In evaluating Claims, the Initial Decision Maker may, but shall not be obligated to, consult with or seek information from either party or from persons with special knowledge or expertise who may assist the Initial Decision Maker in rendering a decision. The Initial Decision Maker may request the Owner to authorize retention of such persons at the Owner’s expense. § 15.2.4 If the Initial Decision Maker requests a party to provide a response to a Claim or to furnish additional supporting data, such party shall respond, within ten days after receipt of the request, and shall either (1) provide a response on the requested supporting data, (2) advise the Initial Decision Maker when the response or supporting data will be furnished, or (3) advise the Initial Decision Maker that no supporting data will be furnished. Upon receipt of the response or supporting data, if any, the Initial Decision Maker will either reject or approve the Claim in whole or in part. Additions and Deletions Report for AIA Document A201 – 2017. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. “The American Institute of Architects,” “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are trademarks of The American Institute of Architects. This document was produced at 13:39:53 ET on 05/14/2024 under Order No.2114499103 which expires on 01/24/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1379358547) 8 § 15.2.5 The Initial Decision Maker will render an initial decision approving or rejecting the Claim, or indicating that the Initial Decision Maker is unable to resolve the Claim. This initial decision shall (1) be in writing; (2) state the reasons therefor; and (3) notify the parties and the Architect, if the Architect is not serving as the Initial Decision Maker, of any change in the Contract Sum or Contract Time or both. The initial decision shall be final and binding on the parties but subject to mediation and, if the parties fail to resolve their dispute through mediation, to binding dispute resolution. § 15.2.6 Either party may file for mediation of an initial decision at any time, subject to the terms of Section 15.2.6.1. § 15.2.6.1 Either party may, within 30 days from the date of receipt of an initial decision, demand in writing that the other party file for mediation. If such a demand is made and the party receiving the demand fails to file for mediation within 30 days after receipt thereof, then both parties waive their rights to mediate or pursue binding dispute resolution proceedings with respect to the initial decision. § 15.2.7 In the event of a Claim against the Contractor, the Owner may, but is not obligated to, notify the surety, if any, of the nature and amount of the Claim. If the Claim relates to a possibility of a Contractor’s default, the Owner may, but is not obligated to, notify the surety and request the surety’s assistance in resolving the controversy. § 15.2.8 If a Claim relates to or is the subject of a mechanic’s lien, the party asserting such Claim may proceed in accordance with applicable law to comply with the lien notice or filing deadlines. § 15.3 Mediation § 15.3.1 Claims, disputes, or other matters in controversy arising out of or related to the Contract, except those waived as provided for in Sections 9.10.4, 9.10.5, and 15.1.7, shall be subject to mediation as a condition precedent to binding dispute resolution. § 15.3.2 The parties shall endeavor to resolve their Claims by mediation which, unless the parties mutually agree otherwise, shall be administered by the American Arbitration Association in accordance with its Construction Industry Mediation Procedures in effect on the date of the Agreement. A request for mediation shall be made in writing, delivered to the other party to the Contract, and filed with the person or entity administering the mediation. The request may be made concurrently with the filing of binding dispute resolution proceedings but, in such event, mediation shall proceed in advance of binding dispute resolution proceedings, which shall be stayed pending mediation for a period of 60 days from the date of filing, unless stayed for a longer period by agreement of the parties or court order. If an arbitration is stayed pursuant to this Section 15.3.2, the parties may nonetheless proceed to the selection of the arbitrator(s) and agree upon a schedule for later proceedings. § 15.3.3 Either party may, within 30 days from the date that mediation has been concluded without resolution of the dispute or 60 days after mediation has been demanded without resolution of the dispute, demand in writing that the other party file for binding dispute resolution. If such a demand is made and the party receiving the demand fails to file for binding dispute resolution within 60 days after receipt thereof, then both parties waive their rights to binding dispute resolution proceedings with respect to the initial decision. § 15.3.4 The parties shall share the mediator’s fee and any filing fees equally. The mediation shall be held in the place where the Project is located, unless another location is mutually agreed upon. Agreements reached in mediation shall be enforceable as settlement agreements in any court having jurisdiction thereof. § 15.4 Arbitration § 15.4.1 If the parties have selected arbitration as the method for binding dispute resolution in the Agreement, any Claim subject to, but not resolved by, mediation shall be subject to arbitration which, unless the parties mutually agree otherwise, shall be administered by the American Arbitration Association in accordance with its Construction Industry Arbitration Rules in effect on the date of the Agreement. The Arbitration shall be conducted in the place where the Project is located, unless another location is mutually agreed upon. A demand for arbitration shall be made in writing, delivered to the other party to the Contract, and filed with the person or entity administering the arbitration. The party filing a notice of demand for arbitration must assert in the demand all Claims then known to that party on which arbitration is permitted to be demanded. Additions and Deletions Report for AIA Document A201 – 2017. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. “The American Institute of Architects,” “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are trademarks of The American Institute of Architects. This document was produced at 13:39:53 ET on 05/14/2024 under Order No.2114499103 which expires on 01/24/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1379358547) 9 § 15.4.1.1 A demand for arbitration shall be made no earlier than concurrently with the filing of a request for mediation, but in no event shall it be made after the date when the institution of legal or equitable proceedings based on the Claim would be barred by the applicable statute of limitations. For statute of limitations purposes, receipt of a written demand for arbitration by the person or entity administering the arbitration shall constitute the institution of legal or equitable proceedings based on the Claim. § 15.4.2 The award rendered by the arbitrator or arbitrators shall be final, and judgment may be entered upon it in accordance with applicable law in any court having jurisdiction thereof. § 15.4.3 The foregoing agreement to arbitrate and other agreements to arbitrate with an additional person or entity duly consented to by parties to the Agreement, shall be specifically enforceable under applicable law in any court having jurisdiction thereof. § 15.4.4 Consolidation or Joinder § 15.4.4.1 Subject to the rules of the American Arbitration Association or other applicable arbitration rules, either party may consolidate an arbitration conducted under this Agreement with any other arbitration to which it is a party provided that (1) the arbitration agreement governing the other arbitration permits consolidation, (2) the arbitrations to be consolidated substantially involve common questions of law or fact, and (3) the arbitrations employ materially similar procedural rules and methods for selecting arbitrator(s). § 15.4.4.2 Subject to the rules of the American Arbitration Association or other applicable arbitration rules, either party may include by joinder persons or entities substantially involved in a common question of law or fact whose presence is required if complete relief is to be accorded in arbitration, provided that the party sought to be joined consents in writing to such joinder. Consent to arbitration involving an additional person or entity shall not constitute consent to arbitration of any claim, dispute or other matter in question not described in the written consent. § 15.4.4.3 The Owner and Contractor grant to any person or entity made a party to an arbitration conducted under this Section 15.4, whether by joinder or consolidation, the same rights of joinder and consolidation as those of the Owner and Contractor under this Agreement. AIA Document D401 – 2003. Copyright © 1992 and 2003. All rights reserved. “The American Institute of Architects,” “American Institute of Architects,” “AIA,” the AIA Logo, and “AIA Contract Documents” are trademarks of The American Institute of Architects. This document was produced at 13:39:53 ET on 05/14/2024 under Order No.2114499103 which expires on 01/24/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1379358547) 1 ’Certification of Document s Authenticity AIA®™ – 2003 Document D401 I, Scott Neal, hereby certify, to the best of my knowledge, information and belief, that I created the attached final document simultaneously with its associated Additions and Deletions Report and this certification at 13:39:53 ET on 05/14/2024 under Order No. 2114499103 from AIA Contract Documents software and that in preparing the attached final document I made no changes to the original text of AIA® Document A201™ – 2017, General Conditions of the Contract for Construction, other than those additions and deletions shown in the associated Additions and Deletions Report. _____________________________________________________________ (Signed) _____________________________________________________________ (Title) _____________________________________________________________ (Dated) Date: May 21, 2024 Agenda Item #: VI.I. To:Mayor and City Council Item Type: Request For Purchase From:Jon Darsow, Facility Supervisor Item Activity: Subject:Request for Purchase: FC24-09A City Hall Solar PV Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Request for Purchase for FC24-09A at City Hall for Solar P V with iSolar LLC for $396,003. INTRODUCTION: This project will install a new solar photovoltaic system to the roof of City Hall. T hese improvements extend the life of the asset and align with the City’s sustainability goals. iSolar proposal is within our estimates and remaining project budget for roof and PV upgrades. ATTACHMENTS: Description Request for Purchase: City Hall Solar PV Contract 1 CITY OF EDINA 4801 W 50th St., Edina, MN 55424 www.EdinaMN.gov | 952-927-8861 Requisition Number 12400147 Department: Engineering Buyer: Jon Darsow Date: 05/21/2024 Request for Purchase Requisition Description: City Hall Solar PV Vendor: iSolar Cost: $396,003.00 REPLACEMENT or NEW: REPLACEM - REPLACEMENT PURCHASE SOURCE: QUOTE/BD - QUOTE/BID DESCRIPTION: This project is to expand the footprint and performance of a new solar photovoltaic system. These improvements extend the life of the asset and align with the City’s sustainability goals. iSolar proposal does meet our estimates and remaining project budget of $2.5 million for Roof and PV upgrades. BUDGET IMPACT: This project is being funded from a combination of CIP, budget surplus dedicated to facility maintenance and the Conservation and Sustainability CAS Funds. This project coincides with the reroofing project at City Hall and the combination of the roofing and solar still fall within the available budget. 2 COMMUNITY IMPACT: City Hall is one of the most important facilities for the city. These improvements extend the life of the asset to ensure its long-term use. ENVIRONMENTAL IMPACT: This project aligns with the actions identified in the City Hall Energy Management Study. This project is another step that will further reduce the energy use of City Hall. The project aligns with the Climate Action Plan. te-AIA Document A101® - 2017 Standard Form of Agreement Between Owner and Contractor where the basis of payment is a Stipulated Sum AGREEMENT made as of the 21ST day of MAY in the year 2024 (In words, indicate day, month and year.) BETWEEN the Owner: (Name, legal status, address and other information) CITY OF EDINA 4801 W. 50TH STREET EDINA, MN and the Contractor: (Name, legal status, address and other information) iSolar LLC 455 BROADWAY AVE ST. PAUL PARK, MN 55071 for the following Project: (Name, location and detailed description) FC24-09A CITY HALL SOLAR PV 4801 W. 50TH STREET EDINA, MN 55424 The Architect: (Name, legal status, address and other information) HGA 420 N. 5TH STREET SUITE 100 MINNEAPOLIS, MN ADDITIONS AND DELETIONS: The author of this document has added information needed for its completion. The author may also have revised the text of the original AIA standard form. An Additions and Deletions Report that notes added information as well as revisions to the standard form text is available from the author and should be reviewed. A vertical line in the left margin of this document indicates where the author has added necessary information and where the author has added to or deleted from the original AIA text. This document has important legal consequences. Consultation with an attorney is encouraged with respect to its completion or modification. The parties should complete A1010-2017, Exhibit A, Insurance and Bonds, contemporaneously with this Agreement. AIA Document A2010-2017, General Conditions of the Contract for Construction, is adopted in this document by reference. Do not use with other general conditions unless this document is modified. Init. The Owner and Contractor agree as follows. AIA Document A101 —2017. Copyright© 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, 1991, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA," the AIA Logo, and "AIA Contract Documents" are trademarks of The American Institute of Architects. This document was produced at 13:36:28 ET on 05/14/2024 under Order No.2114499103 which expires on 01/24/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1816415059) Init. TABLE OF ARTICLES 1 THE CONTRACT DOCUMENTS 2 THE WORK OF THIS CONTRACT 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION 4 CONTRACT SUM 5 PAYMENTS 6 DISPUTE RESOLUTION 7 TERMINATION OR SUSPENSION 8 MISCELLANEOUS PROVISIONS 9 ENUMERATION OF CONTRACT DOCUMENTS EXHIBIT A INSURANCE AND BONDS ARTICLE 1 THE CONTRACT DOCUMENTS The Contract Documents consist of this Agreement, Conditions of the Contract ((AIA 201 General Conditions for Construction City of Edina Approved) (General, Supplementary, and other Conditions)), Drawings, Specifications, Addenda issued prior to execution of this Agreement, other documents listed in this Agreement, and Modifications issued after execution of this Agreement, all of which form the Contract, and are as fully a part of the Contract as if attached to this Agreement or repeated herein. The Contract represents the entire and integrated agreement between the parties hereto and supersedes prior negotiations, representations, or agreements, either written or oral. An enumeration of the Contract Documents, other than a Modification, appears in Article 9. ARTICLE 2 THE WORK OF THIS CONTRACT The Contractor shall fully execute the Work described in the Contract Documents, except as specifically indicated in the Contract Documents to be the responsibility of others. ARTICLE 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION § 3.1 The date of commencement of the Work shall be: (Check one of the following boxes.) The date of this Agreement. A date set forth in a notice to proceed issued by the Owner. Established as follows: (Insert a date or a means to determine the date of commencement of the Work.) If a date of commencement of the Work is not selected, then the date of commencement shall be the date of this Agreement. § 3.2 The Contract Time shall be measured from the date of commencement of the Work. § 3.3 Substantial Completion § 3.3.1 Subject to adjustments of the Contract Time as provided in the Contract Documents, the Contractor shall achieve Substantial Completion of the entire Work: (Check one of the following boxes and complete the necessary information.) AIA Document A101 —2017. Copyright© 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, 1991, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA," the AIA Logo, and "AIA Contract Documents" are trademarks of The American Institute of Architects. This document was produced at 13:36:28 ET on 05/14/2024 under Order No.2114499103 which expires on 01/24/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1816415059) Init. [ Not later than ( ) calendar days from the date of commencement of the Work. [ X ] By the following date: OCTOBER 15TH, 2024 § 3.3.2 Subject to adjustments of the Contract Time as provided in the Contract Documents, if portions of the Work are to be completed prior to Substantial Completion of the entire Work, the Contractor shall achieve Substantial Completion of such portions by the following dates: Portion of Work Substantial Completion Date N/A § 3.3.3 If the Contractor fails to achieve Substantial Completion as provided in this Section 3.3, liquidated damages, if any, shall be assessed as set forth in Section 4.5. ARTICLE 4 CONTRACT SUM § 4.1 The Owner shall pay the Contractor the Contract Sum in current funds for the Contractor's performance of the Contract. The Contract Sum shall be Three Hundred - Ninety Six Thousand and Three dollars and no cents. ($ 396,003.00 ), The Contract Sum shall be a Stipulated Sum in accordance with this Section. Any reference in the Agreement to any other Contract Sum calculation methods are hereby deleted. § 4.2 Alternates § 4.2.1 Alternates, if any, included in the Contract Sum: Item Price N/A § 4.2.2 Subject to the conditions noted below, the following alternates may be accepted by the Owner following execution of this Agreement. Upon acceptance, the Owner shall issue a Modification to this Agreement. (Insert below each alternate and the conditions that must be met for the Owner to accept the alternate.) Item Price Conditions for Acceptance § 4.3 Allowances, if any, included in the Contract Sum: (Identi,b) each allowance.) Item Price § 4.4 Unit prices, if any: (Identi,b, the item and state the unit price and quantity limitations, if any, to which the unit price will be applicable.) Item Units and Limitations Price per Unit ($0.00) § 4.5 Liquidated damages, if any: (Insert terms and conditions for liquidated damages, if any.) N/A § 4.6 Other: (Insert provisions for bonus or other incentives, if any, that might result in a change to the Contract Sum.) AIA Document A101 —2017. Copyright© 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, 1991, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA," the AIA Logo, and "AIA Contract Documents" are trademarks of The American Institute of Architects. This document was produced at 13:36:28 ET on 05/14/2024 under Order No.2114499103 which expires on 01/24/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo©aiacontracts.com. User Notes: (1816415059) N/A ARTICLE 5 PAYMENTS § 5.1 Progress Payments § 5.1.1 Based upon Applications for Payment submitted to the responsible party administrating the contract by the Contractor and Certificates for Payment issued by the responsible party administrating the contract, the Owner shall make progress payments on account of the Contract Sum to the Contractor as provided below and elsewhere in the Contract Documents. § 5.1.2 The period covered by each Application for Payment shall be one calendar month ending on the last day of the month, or as follows: § 5.1.3 Provided that an Application for Payment is received by responsible party administrating the contract later than the 25th day of a month, the Owner shall make payment of the amount certified to the Contractor not later than the 31st day of the following month. If an Application for Payment is received by the responsible party administrating after the application date fixed above, payment of the amount certified shall be made by the Owner not later than Thirty ( 30 ) days after the responsible party receives the Application for Payment. (Federal, state or local laws may require payment within a certain period offline) § 5.1.4 For contracts in excess of $100,000.00 the Contractor shall submit pay applications using a AIAG702 form or similar as approved by the owner. Each Application for Payment shall be based on the most recent schedule of values submitted by the Contractor in accordance with the Contract Documents. The schedule of values shall allocate the entire Contract Sum among the various portions of the Work. The schedule of values shall be prepared in such form, and supported by such data to substantiate its accuracy, as the responsible party administrating the contract may require. This schedule of values shall be used as a basis for reviewing the Contractor's Applications for Payment. § 5.1.5 Applications for Payment shall show the percentage of completion of each portion of the Work as of the end of the period covered by the Application for Payment. § 5.1.6 In accordance with AIA 201 General Conditions for Construction City of Edina Approved, and subject to other provisions of the Contract Documents, the amount of each progress payment shall be computed as follows: § 5.1.6.1 The amount of each progress payment shall first include: .1 That portion of the Contract Sum properly allocable to completed Work; .2 That portion of the Contract Sum properly allocable to materials and equipment delivered and suitably stored at the site for subsequent incorporation in the completed construction, or, if approved in advance by the Owner, suitably stored off the site at a location agreed upon in writing; and .3 That portion of Construction Change Directives that the responsible party administrating the contract determines, in their professional judgment, to be reasonably justified. § 5.1.6.2 The amount of each progress payment shall then be reduced by: .1 The aggregate of any amounts previously paid by the Owner; .2 The amount, if any, for Work that remains uncorrected and for which the responsible party administrating the contract has previously withheld a Certificate for Payment as provided in Article 9 of AIA 201 General Conditions for Construction City of Edina .3 Any amount for which the Contractor does not intend to pay a Subcontractor or material supplier, unless the Work has been performed by others the Contractor intends to pay; .4 For Work performed or defects discovered since the last payment application, any amount for which the responsible party administrating the contract t may withhold payment, or nullify a Certificate of Payment in whole or in part, as provided in Article 9 of AIA 201 General Conditions for Construction; and .5 Retainage withheld pursuant to Section 5.1.7. § 5.1.6.3 Payments to Subcontractor. 1. Prompt Payment to Subcontractors. Pursuant to Minn. Stat. § 471.25, Subd. 4a, the Contractor must pay any AIA Document A101 —2017. Copyright© 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, 1991, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA," the AIA Logo, and "AIA Contract Documents" are trademarks of The American Institute of Architects. This document was produced at 13:36:28 ET on 05/14/2024 under Order No.2114499103 which expires on 01/24/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents' Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1816415059) Init. Init. subcontractor within ten (10) days of the Contractor's receipt of payment from the City for undisputed services provided by the subcontractor. The Contractor must pay interest of 11/2 percent per month or any part of a month to the subcontractor on any undisputed amount not paid on time to the subcontractor. The minimum monthly interest penalty payment for an unpaid balance of $100.00 or more is $10.00. For an unpaid balance of less than $100.00, the Contractor shall pay the actual penalty due to the subcontractor. 2. Form IC-134 required from general contractor. Minn. Stat. § 290.92 requires that the City of Edina obtain a Withholding Affidavit for Contractors, Form IC-134, before making final payments to Contractors. This form needs to be submitted by the Contractor to the Minnesota Department of Revenue for approval. The form is used to receive certification from the state that the vendor has complied with the requirement to withhold and remit state withholding taxes for employee salaries paid. § 5.1.7 Retainage § 5.1.7.1 For each progress payment made prior to Substantial Completion of the Work, the Owner may withhold the following amount, as retainage, from the payment otherwise due: (Insert a percentage or amount to be withheld as retainage from each Application for Payment. The amount of retainage may be limited by governing law.) 10% § 5.1.7.1.1 The following items are not subject to retainage: (Insert any items not subject to the withholding of retainage, such as general conditions, insurance, etc.) N/A § 5.1.7.2 Reduction or limitation of retainage, if any, shall be as follows: (If the retainage established in Section 5.1.7.1 is to be modified prior to Substantial Completion of the entire Work, including modifications for Substantial Completion of portions of the Work as provided in Section 3.3.2, insert provisions for such modifications) At discretion of owner at point of substantial completion retainage may be reduced to 2.5% or enough cover amount of remaining work. § 5.1.7.3 Except as set forth in this Section 5.1.7.3, upon Substantial Completion of the Work, the Contractor may submit an Application for Payment that includes the retainage withheld from prior Applications for Payment pursuant to this Section 5.1.7. The Application for Payment submitted at Substantial Completion shall not include retainage as follows: (Insert any other conditions for release of retainage upon Substantial Completion.) § 5.1.8 If final completion of the Work is materially delayed through no fault of the Contractor, the Owner shall pay the Contractor any additional amounts in accordance with Article 9 of AIA 201 General Conditions for Construction City of Edina Approved § 5.1.9 Except with the Owner's prior approval, the Contractor shall not make advance payments to suppliers for materials or equipment which have not been delivered and stored at the site. § 5.2 Final Payment § 5.2.1 Final payment, constituting the entire unpaid balance of the Contract Sum, shall be made by the Owner to the Contractor when AIA Document A101 — 2017. Copyright© 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, 1991, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA," the AIA Logo, and "AIA Contract Documents" are trademarks of The American Institute of Architects. This document was produced at 13:36:28 ET on 05/14/2024 under Order No.2114499103 which expires on 01/24/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1816415059) Init. .1 the Contractor has fully performed the Contract except for the Contractor's responsibility to correct Work as provided in Article 12 of AIA 201 General Conditions for Construction City of Edina Approved, and to satisfy other requirements, if any, which extend beyond final payment; and .2 a final Certificate for Payment has been issued by the Architect. .3 Contractor has executed IC134 form and returned it to Owner. § 5.2.2 The Owner's final payment to the Contractor shall be made no later than 30 days after the issuance of the Architect's fmal Certificate for Payment, or as follows: § 5.3 Interest Payments due and unpaid under the Contract shall bear interest from the date payment is due at the rate stated below, or in the absence thereof, at the legal rate prevailing from time to time at the place where the Project is located. This interest only applies to payments due and unpaid under the Contract unless the City in good faith disputes the obligation consistent with the provisions of Minn. Stat. § 471.425. (Insert rate of interest agreed upon, if any) 0 % 0 ARTICLE 6 DISPUTE RESOLUTION § 6.1 Initial Decision Maker The Architect will serve as the Initial Decision Maker pursuant to Article 15 of AIA 201 General Conditions for Construction City of Edina Approved, unless the parties appoint below another individual, not a party to this Agreement, to serve as the Initial Decision Maker. (If the parties mutually agree, insert the name, address and other contact information of the Initial Decision Maker, if other than the Architect.) NA § 6.2 Binding Dispute Resolution For any Claim subject to, but not resolved by, mediation pursuant to Article 15 of AIA 201 General Conditions for Construction City of Edina Approved, the method of binding dispute resolution shall be as follows: (Check the appropriate box.) [ X ] Arbitration pursuant to Section 15.4 of AIA 201 General Conditions for Construction City of Edina Approved [ Litigation in a court of competent jurisdiction [ Other (Speak If the Owner and Contractor do not select a method of binding dispute resolution, or do not subsequently agree in writing to a binding dispute resolution method other than litigation, Claims will be resolved by litigation in a court of competent jurisdiction. ARTICLE 7 TERMINATION OR SUSPENSION § 7.1 The Contract may be terminated by the Owner or the Contractor as provided in Article 14 of AIA 201 General Conditions for Construction City of Edina Approved AIA Document A101 —2017. Copyright© 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, 1991, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA," the AIA Logo, and "AIA Contract Documents" are trademarks of The American Institute of Architects. This document was produced at 13:36:28 ET on 05/14/2024 under Order No.2114499103 which expires on 01/24/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1816415059) § 7.1.1 If the Contract is terminated for the Owner's convenience in accordance with Article 14 of AIA 201 General Conditions for Construction City of Edina Approved, then the Owner shall pay the Contractor a termination fee as follows: (Insert the amount of or method for determining, the fee, if any, payable to the Contractor following a termination for the Owner's convenience.) § 7.2 The Work may be suspended by the Owner as provided in Article 14 of AIA 201 General Conditions for Construction City of Edina Approved. ARTICLE 8 MISCELLANEOUS PROVISIONS § 8.1 Where reference is made in this Agreement to a provision of AIA 201 General Conditions for Construction City of Edina Approved or another Contract Document, the reference refers to that provision as amended or supplemented by other provisions of the Contract Documents. § 8.2 The Owner's representative: (Name, address, email address, and other information) Jon Darsow Facilities Supervisor Jdarsow@edinainn.gov § 8.3 The Contractor's representative: (Name, address, email address, and other information) John Ihle john@isolarmn.com § 8.4 Neither the Owner's nor the Contractor's representative shall be changed without ten days' prior notice to the other party. § 8.5 Insurance and Bonds § 8.5.1 Contractor's Liability Insurance. The Contractor shall purchase and maintain commercial general liability insurance as required to protect the Contractor, Architect and Owner from claims set forth below which may arise out of, result from, or are in any manner connected with, the execution of the work provided for in this Contract, or occur or result from the use by the Contractor, its agents or employees, of materials, equipment, instrumentalities or other property, whether the same be owned by the Contractor, or third parties, whether such claims arise during Contract performance or subsequent to completion of operations under this Contract and whether operations be by the Contractor or by anyone directly or indirectly employed by Contractor, or by anyone for whose acts Contractor may be liable, and whether such claims are claims for which the Contractor may be, or may be claimed to be, liable. Insurance shall be purchased from a company licensed to do business in the state where the Project is located, and shall be written for not less than the limits of liability specified below or required by law, whichever is greater. A certificate of insurance on a form acceptable to the Owner which verifies the existence of this insurance coverage must be provided to the Owner before work under this contract is begun. The Owner shall be named as an additional insured on a primary and noncontributory basis. The types of claims, required coverages and minimum limits of liability are as follows: AIA Document A101 — 2017. Copyright © 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, 1991, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA," the AIA Logo, and "AIA Contract Documents" are trademarks of The American Institute of Architects. This document was produced at 13:36:28 ET on 05/14/2024 under Order No.2114499103 which expires on 01/24/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1816415059) Init. A. Claims under Worker's Compensation, disability benefit and other similar employee benefit acts; claims for damages because of bodily injury, occupational sickness or disease or death of employees. Insurance coverages shall include: Statutory Workers' Compensation, including Employer's Liability with a minimum limit of $100,000.00 for each employee. B. Claims for damages because of bodily injury, occupational sickness or disease, or death, by any person other than employees, claims for personal injuries which are sustained (1) by any person as a result of an act or omission directly or indirectly related to the employment of such person by the Contractor, or (2) any other person; claims for damages other than to the Work itself, because of injury to or destruction of tangible property including loss of use resulting therefor. Insurance coverages shall include: Premise — Operations Products-Completed Operations Blanket Contractual — Such insurance and endorsements as will insure the obligations under the provisions of Subsection 11.1.5 of this Document. Broad Form Property Damage Personal Injury Blanket Explosion, Collapse and Underground Property Damage Operations of Independent Contractors Policy Limits: General Aggregate $2,000,000.00 Products/Completed Operations Aggregate $1,000,000.00 Personal Injury $1,000,000.00 Each Occurrence $1,000,000.00 C. Claims for damages because of bodily injury or death of any person, or any property damage arising out of the ownership or use of any motor vehicle. Insurance coverage shall include: Business Auto Liability insurance including owned, hired and non-owned vehicles with limits of $1,000,000.00 Combined Single Limit for each accident for bodily injury and death, or property damage. D. The coverage limits required by Paragraphs (B) and (C) above may be achieved by the use of an Umbrella Excess Liability Policy. The limits of liability specified shall be considered minimum requirements. All aforesaid insurance policies shall be underwritten with responsible insurance carriers, with Best's Ratings of not less than A and X and otherwise satisfactory to Owner and licensed to provide insurance in the state in which the Project is located. . § 8.5.2 The Contractor shall provide surety bonds of the types, for such penal sums, and subject to such terms and conditions as required by the Contract Documents. The Contractor shall purchase and maintain the required bonds from a company or companies lawfully authorized to issue surety bonds in the jurisdiction where the Project is located. (Paragraphs deleted) § 8.5.3 Upon the request of any person or entity appearing to be a potential beneficiary of bonds covering payment of obligations arising under the Contract, the Contractor shall promptly furnish a copy of the bonds or shall authorize a copy to be furnished. § 8.5.4 Notice of Cancellation or Expiration of Contractor's Required Insurance. Within three (3) business days of the date the Contractor becomes aware of an impending or actual cancellation or expiration of any insurance required by the Contract Documents, the Contractor shall provide notice to the Owner of such impending or actual cancellation or expiration. Upon receipt of notice from the Contractor, the Owner shall, unless the lapse in coverage arises from an act or omission of the Owner, have the right to stop the Work until the lapse in coverage has been cured by the procurement of replacement coverage by the Contractor. The furnishing of notice by the Contractor shall not relieve the Contractor of any contractual obligation to provide any required coverage. AIA Document A101 — 2017. Copyright @ 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, 1991, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA," the AIA Logo, and "AIA Contract Documents" are trademarks of The American Institute of Architects. This document was produced at 13:36:28 ET on 05/14/2024 under Order No.2114499103 which expires on 01/24/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1816415059) Init. Init. § 8.6 Owner's Insurance § 8.6.1 The Owner shall purchase and maintain insurance of the types and limits of liability, containing the endorsements, and subject to the terms and conditions, as described in the Agreement or elsewhere in the Contract Documents. The Owner shall purchase and maintain the required insurance from an insurance company or insurance companies lawfully authorized to issue insurance in the jurisdiction where the Project is located. § 8.6.2 Failure to Purchase Required Property Insurance. If the Owner fails to purchase and maintain the required property insurance, with all of the coverages and in the amounts described in the Agreement or elsewhere in the Contract Documents, the Owner shall inform the Contractor in writing prior to commencement of the Work. Upon receipt of notice from the Owner, the Contractor may delay commencement of the Work and may obtain insurance that will protect the interests of the Contractor, Subcontractors, and Sub-Subcontractors in the Work. When the failure to provide coverage has been cured or resolved, the Contract Sum and Contract Time shall be equitably adjusted. In the event the Owner fails to procure coverage, the Owner waives all rights against the Contractor, Subcontractors, and Sub-subcontractors to the extent the loss to the Owner would have been covered by the insurance to have been procured by the Owner. The cost of the insurance shall be charged to the Owner by a Change Order. If the Owner does not provide written notice, and the Contractor is damaged by the failure or neglect of the Owner to purchase or maintain the required insurance, the Owner shall reimburse the Contractor for all reasonable costs and damages attributable thereto. § 8.6.3 Notice of Cancellation or Expiration of Owner's Required Property Insurance. Within three (3) business days of the date the Owner becomes aware of an impending or actual cancellation or expiration of any property insurance required by the Contract Documents, the Owner shall provide notice to the Contractor of such impending or actual cancellation or expiration. Unless the lapse in coverage arises from an act or omission of the Contractor: (1) the Contractor, upon receipt of notice from the Owner, shall have the right to stop the Work until the lapse in coverage has been cured by the procurement of replacement coverage by either the Owner or the Contractor; (2) the Contract Time and Contract Sum shall be equitably adjusted; and (3) the Owner waives all rights against the Contractor, Subcontractors, and Sub-subcontractors to the extent any loss to the Owner would have been covered by the insurance had it not expired or been cancelled. If the Contractor purchases replacement coverage, the cost of the insurance shall be charged to the Owner by an appropriate Change Order. The furnishing of notice by the Owner shall not relieve the Owner of any contractual obligation to provide required insurance. § 8.7 Waivers of Subrogation § 8.8. Loss of Use, Business Interruption, and Delay in Completion Insurance The Owner, at the Owner's option, may purchase and maintain insurance as will insure the Owner against loss of use of the Owner's property due to fire or other hazards, however caused. § 8.9 Adjustment and Settlement of Insured Loss § 8.9 1 A loss insured under the property insurance required by the Agreement shall be adjusted by the Owner as fiduciary and made payable to the Owner as fiduciary for the insureds, as their interests may appear, subject to requirements of any applicable mortgagee clause and of Section 11.5.2. The Owner shall pay the Architect and Contractor their just shares of insurance proceeds received by the Owner, and by appropriate agreements the Architect and Contractor shall make payments to their consultants and Subcontractors in similar manner. § 8.9.2 Prior to settlement of an insured loss, the Owner shall notify the Contractor of the terms of the proposed settlement as well as the proposed allocation of the insurance proceeds. The Contractor shall have 14 days from receipt of notice to object to the proposed settlement or allocation of the proceeds. If the Contractor does not object, the Owner shall settle the loss and the Contractor shall be bound by the settlement and allocation. Upon receipt, the Owner shall deposit the insurance proceeds in a separate account and make the appropriate distributions. Thereafter, if no other agreement is made or the Owner does not terminate the Contract for convenience, the Owner and Contractor shall execute a Change Order for reconstruction of the damaged or destroyed Work in the amount allocated for that purpose. If the Contractor timely objects to either the terms of the proposed settlement or the allocation of the proceeds, the Owner may proceed to settle the insured loss, and any dispute between the Owner and Contractor arising out of the settlement or allocation of the proceeds shall be resolved pursuant to Article 15. Pending resolution of any AIA Document A101 —2017. Copyright© 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, 1991, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA," the AIA Logo, and "AIA Contract Documents" are trademarks of The American Institute of Architects. This document was produced at 13:36:28 ET on 05/14/2024 under Order No.2114499103 which expires on 01/24/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1816415059) Init. dispute, the Owner may issue a Construction Change Directive for the reconstruction of the damaged or destroyed Work. § 8.10 For contracts in excess of $175,000 the Contractor shall provide bonds as set forth in AIA Document A101Tm-2017 Exhibit A, and elsewhere in the Contract Documents. § 8.11 Notice in electronic format, pursuant to Article 1 of AIA 201 General Conditions for Construction City of Edina Approved, may be given in accordance with AIA Document E203Tm-2013, Building Information Modeling and Digital Data Exhibit, if completed, or as otherwise set forth below: (If other than in accordance with AIA Document E203-2013, insert requirements for delivering notice in electronic format such as name, title, and email address of the recipient and whether and how the system will be required to generate a read receipt for the transmission.) § 8.12 Other provisions: The Contractor must comply with the Minnesota Government Data Practices Act, Minnesota Statutes Chapter 13, as it applies to (1) all data provided by the Owner pursuant to this Agreement, and (2) all data, created, collected, received, stored, used, maintained, or disseminated by the Contractor pursuant to this Agreement. The Contractor is subject to all the provisions of the Minnesota Government Data Practices Act. In the event the Contractor receives a request to release data, the Contractor must immediately notify the Owner. The Owner will give the Contractor instructions concerning the release of the data to the requesting party before the data is released. Contractor agrees to defend, indemnify, and hold the Owner, its officials, officers, agents, employees, and volunteers harmless from any claims resulting from Contractor's officers', agents', owners', partners' employees', volunteers', assignees' or subcontractors' unlawful disclosure and/or use of protected data. The terms of this section shall survive the cancellation or termination of this Agreement. ARTICLE 9 ENUMERATION OF CONTRACT DOCUMENTS § 9.1 This Agreement is comprised of the following documents: .1 AIA Document A101Tm2017, Standard Form of Agreement Between Owner and Contractor .2 AIA Document A101Tm-2017, Exhibit A, Insurance and Bonds .3 AIA Document A201Tm-2017, General Conditions of the Contract for Construction .4 indicated below: (Insert the date of the E203-2013 incorporated into this Agreement.) .5 Drawings Number Title Date DRAWING INDEX - ELECTRICAL NUMBER SHEET NAME E000 COVER SHEET E001 ELECTRICAL GENERAL NOTES AND SYMBOLS E010 EXISTING/DEMO ELECTRICAL RISER DIAGRAM E011 NEW ELECTRICAL RISER DIAGRAM E101 DEMOLITION PLAN- LEVEL 01 E104A DEMOLITION PLAN - ROOF - AREA A E301 ROWER RAN • LEVEL 01 E3028 POWER PLAN - LEVEL 02 - AREA B E303 POWER PLAN - PENTHOUSE E304A POWER PLAN • ROOF • AREA A E304B POWER PLAN - ROOF - AREA B E510 PANELBOARD SCHEDULES E600 ELECTRICAL DETAILS .6 Specifications Division AIA Document A101 — 2017. Copyright* 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, 1991, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA," the AIA Logo, and "AIA Contract Documents" are trademarks of The American Institute of Architects. This document was produced at 13:36:28 ET on 05/14/2024 under Order No.2114499103 which expires on 01/24/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1816415059) 00 01 02 07 26 Section Title Date Pages .7 Addenda, if any: Number Date Pages Addendum NO. 1 May 6th, 2024 20 Portions of Addenda relating to bidding or proposal requirements are not part of the Contract Documents unless the bidding or proposal requirements are also enumerated in this Article 9. .8 Other Exhibits: (Check all boxes that apply and include appropriate information identifiiing the exhibit where required.) AIA Document E204Tm-2017, Sustainable Projects Exhibit, dated as indicated below: (Insert the date of the E204-2017 incorporated into this Agreement.) [ ] The Sustainability Plan: Title Date Pages [ Supplementary and other Conditions of the Contract: Document Title Date Pages .9 Other documents, if any, listed below: (List here any additional documents that are intended to form part of the Contract Documents. AIA Document A201TK-2017 provides that the advertisement or invitation to bid, Instructions to Bidders, sample forms, the Contractor 's bid or proposal, portions of Addenda relating to bidding or proposal requirements, and other information furnished by the Owner in anticipation of receiving bids or proposals, are not part of the Contract Documents unless enumerated in this Agreement. Any such documents should be listed here only if intended to be part of the Contract Documents.) N/A This Agreement entered into as of the day and year first written above. AIA Document A101 -- 2017. Copyright© 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, 1991, 1997, 2007 and 2017. All rights Init. reserved. "The American Institute of Architects," "American Institute of Architects," "AIA," the AIA Logo, and "AIA Contract Documents" are trademarks of The American Institute of Architects. This document was produced at 13:36:28 ET on 05/14/2024 under Order No.2114499103 which expires on 01/24/2025, is not for / resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1816415059) OWNER (Signature) Scott Neal City Manager CONTRACTOR (Signature) John Ihle iSolar (Printed name and title) (Printed name and title) Init. AIA Document A101 — 2017. Copyright © 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, 1991, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA," the AIA Logo, and "AIA Contract Documents" are trademarks of The 12 American Institute of Architects. This document was produced at 13:36:28 ET on 05/14/2024 under Order No.2114499103 which expires on 01/24/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1816415059) Additions and Deletions Report for AIA® Document A101® — 2017 This Additions and Deletions Report, as defined on page 1 of the associated document, reproduces below all text the author has added to the standard form AIA document in order to complete it, as well as any text the author may have added to or deleted from the original AIA text. Added text is shown underlined. Deleted text is indicated with a horizontal line through the original AIA text. Note: This Additions and Deletions Report is provided for information purposes only and is not incorporated into or constitute any part of the associated AIA document. This Additions and Deletions Report and its associated document were generated simultaneously by AIA software at 13:36:28 ET on 05/14/2024. PAGE 1 AGREEMENT made as of the 21ST day of MAY in the year 2024 (Name, legal status, address and other• information) CITY OF EDINA 4801 W. 50TH STREET EDINA, MN iSolar LLC 455 BROADWAY AVE ST. PAUL PARK, MN 55071 FC24-09A CITY HALL SOLAR PV 4801 W. 50TH STREET EDINA, MN 55424 HGA 420 N. 5TH STREET SUITE 100 MINNEAPOLIS, MN PAGE 2 The Contract Documents consist of this Agreement, Conditions of the Contract (General, Supplementary, and other Conditions), ((AIA 201 General Conditions for Construction City of Edina Approved) (General, Supplementary, and other Conditions)), Drawings, Specifications, Addenda issued prior to execution of this Agreement, other documents listed in this Agreement, and Modifications issued after execution of this Agreement, all of which form the Contract, and are as fully a part of the Contract as if attached to this Agreement or repeated herein. The Contract represents the entire and integrated agreement between the parties hereto and supersedes prior negotiations, representations, or agreements, either written or oral. An enumeration of the Contract Documents, other than a Modification, appears in Article 9. Additions and Deletions Report for AIA Document A101 —2017. Copyright© 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, 1991, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA," the AIA Logo, and "AIA Contract Documents" are trademarks of The American Institute of Architects. This document was produced at 13:36:28 ET on 05/14/2024 under Order No.2114499103 which expires on 01/24/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1816415059) [X ] The date of this Agreement. PAGE 3 [ X ] By the following date: OCTOBER 15TH, 2024 N/A § 4.1 The Owner shall pay the Contractor the Contract Sum in current funds for the Contractor's performance of the Contract. The Contract Sum shall be ($ ), subject to additions and deductions as provided in the Contract Documents :Three Hundred - Ninety Six Thousand and Three dollars and no cents. ($ 396,003.00 ), The Contract Sum shall be a Stipulated Sum in accordance with this Section. Any reference in the Agreement to any other Contract Sum calculation methods are hereby deleted. N/A N/A PAGE 4 N/A § 5.1.1 Based upon Applications for Payment submitted to the Architect responsible party administrating the contract by the Contractor and Certificates for Payment issued by the Architect, responsible party administrating the contract, the Owner shall make progress payments on account of the Contract Sum to the Contractor as provided below and elsewhere in the Contract Documents. § 5.1.3 Provided that an Application for Payment is received by the Architect not responsible party administrating the contract later than the 25th day of a month, the Owner shall make payment of the amount certified to the Contractor not later than the 31st day of the following month. If an Application for Payment is received by the Architect responsible party administrating after the application date fixed above, payment of the amount certified shall be made by the Owner not later than Thirty ( 30 ) days after the Architect responsible party receives the Application for Payment. § 5.1.4 For contracts in excess of $100,000.00 the Contractor shall submit pay applications using a AIAG702 form or similar as approved by the owner. Each Application for Payment shall be based on the most recent schedule of values submitted by the Contractor in accordance with the Contract Documents. The schedule of values shall allocate the entire Contract Sum among the various portions of the Work. The schedule of values shall be prepared in such form, and supported by such data to substantiate its accuracy, as the Architect responsible party administrating the contract may require. This schedule of values shall be used as a basis for reviewing the Contractor's Applications for Payment. Additions and Deletions Report for AIA Document A101 — 2017. Copyright 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, 1991, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA," the AIA Logo, and ''AIA Contract Documents" are trademarks of The American Institute of Architects. This document was produced at 13:36:28 ET on 05/14/2024 under Order No.2114499103 which expires on 01/24/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1816415059) § 5.1.6 In accordance with AIA Document A2O1TM 2017, General Conditions of the Contract for Construction, 201 General Conditions for Construction City of Edina Approved, and subject to other provisions of the Contract Documents, the amount of each progress payment shall be computed as follows: .3 That portion of Construction Change Directives that the Architect determines, in the Architect's responsible party administrating the contract determines, in their professional judgment, to be reasonably justified. .2 The amount, if any, for Work that remains uncorrected and for which the Architect responsible party administrating the contract has previously withheld a Certificate for Payment as provided in Article 9 of AIA Document A201 2017;201 General Conditions for Construction City of Edina .4 For Work performed or defects discovered since the last payment application, any amount for which the Architect responsible party administrating the contract t may withhold payment, or nullify a Certificate of Payment in whole or in part, as provided in Article 9 of AIA Document A201 2017; 201 General Conditions for Construction; and .5 Retainage withheld pursuant to Section 5.1.7. § 5.1.6.3 Payments to Subcontractor. 1. Prompt Payment to Subcontractors. Pursuant to Minn. Stat. & 471.25, Subd. 4a, the Contractor must pay any subcontractor within ten (10) days of the Contractor's receipt of payment from the City for undisputed services provided by the subcontractor. The Contractor must pay interest of 11/2 percent per month or any part of a month to the subcontractor on any undisputed amount not paid on time to the subcontractor. The minimum monthly interest penalty payment for an unpaid balance of $100.00 or more is $10.00. For an unpaid balance of less than $100.00, the Contractor shall pay the actual penalty due to the subcontractor. 2. Form IC-134 required from general contractor. Minn. Stat. § 290.92 requires that the City of Edina obtain a Withholding Affidavit for Contractors, Form IC-134, before making final payments to Contractors. This form needs to be submitted by the Contractor to the Minnesota Department of Revenue for approval. The form is used to receive certification from the state that the vendor has complied with the requirement to withhold and remit state withholding taxes for employee salaries paid. PAGE 5 10% N/A At discretion of owner at point of substantial completion retainage may be reduced to 2.5% or enough cover amount of remaining work. Additions and Deletions Report for AIA Document A101 —2017. Copyright 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, 1991, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA," the AIA Logo, and "AIA Contract Documents" are trademarks of The American Institute of Architects. This document was produced at 13:36:28 ET on 05/14/2024 under Order No.2114499103 which expires on 01/24/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo©aiacontracts.com. User Notes: (1816415059) § 5.1.8 If final completion of the Work is materially delayed through no fault of the Contractor, the Owner shall pay the Contractor any additional amounts in accordance with Article 9 of AIA Document A201 2017.201 General Conditions for Construction City of Edina Approved PAGE 6 1 the Contractor has fully performed the Contract except for the Contractor's responsibility to correct Work as provided in Article 12 of AIA Document A201 2017, 201 General Conditions for Construction City of Edina Approved, and to satisfy other requirements, if any, which extend beyond final payment; and .2 a final Certificate for Payment has been issued by the Architect. .3 Contractor has executed IC134 form and returned it to Owner. Payments due and unpaid under the Contract shall bear interest from the date payment is due at the rate stated below, or in the absence thereof, at the legal rate prevailing from time to time at the place where the Project is located. This interest only applies to payments due and unpaid under the Contract unless the City in good faith disputes the obligation consistent with the provisions of Minn. Stat. § 471.425. 0 % 0 The Architect will serve as the Initial Decision Maker pursuant to Article 15 of AIA Document A201 2017, 201 General Conditions for Construction City of Edina Approved, unless the parties appoint below another individual, not a party to this Agreement, to serve as the Initial Decision Maker. NA For any Claim subject to, but not resolved by, mediation pursuant to Article 15 of AIA Document A201 2017, 201 General Conditions for Construction City of Edina Approved, the method of binding dispute resolution shall be as follows: [ X ] Arbitration pursuant to Section 15.4 of AIA Document A201 2017201 General Conditions for Construction City of Edina Approved § 7.1 The Contract may be terminated by the Owner or the Contractor as provided in Article 14 of AIA Dooument A201 2017.201 General Conditions for Construction City of Edina Approved § 7.1.1 If the Contract is terminated for the Owner's convenience in accordance with Article 14 of AIA Document A201 2017, 201 General Conditions for Construction City of Edina Approved, then the Owner shall pay the Contractor a termination fee as follows: PAGE 7 Additions and Deletions Report for AIA Document A101 —2017. Copyright @ 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, 1991, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA," the AIA Logo, and "AIA Contract Documents" are trademarks of The American Institute of Architects. This document was produced at 13:36:28 ET on 05/14/2024 under Order No.2114499103 which expires on 01/24/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1816415059) § 7.2 The Work may be suspended by the Owner as provided in Article 14 of AIA Document A201 2017.201 General Conditions for Construction City of Edina Approved. § 8.1 Where reference is made in this Agreement to a provision of AIA Document A201 2017 201 General Conditions for Construction City of Edina Approved or another Contract Document, the reference refers to that provision as amended or supplemented by other provisions of the Contract Documents. Jon Darsow Facilities Supervisor John Ihle § 8.5.1 The Owner and the Contractor shall purchase and maintain insurance as set forth in AIA Document A101TM 2017, Standard Form of Agreement Between Owner and Contractor where the basis of payment is a . - • Contractor's Liability Insurance. The Contractor shall purchase and maintain commercial general liability insurance as required to protect the Contractor, Architect and Owner from claims set forth below which may arise out of, result from, or are in any manner connected with, the execution of the work provided for in this Contract, or occur or result from the use by the Contractor, its agents or employees, of materials, equipment, instrumentalities or other property, whether the same be owned by the Contractor, or third parties, whether such claims arise during Contract performance or subsequent to completion of operations under this Contract and whether operations be by the Contractor or by anyone directly or indirectly employed by Contractor, or by anyone for whose acts Contractor may be liable, and whether such claims are claims for which the Contractor may be, or may be claimed to be, liable. Insurance shall be purchased from a company licensed to do business in the state where the Project is located, and shall be written for not less than the limits of liability specified below or required by law, whichever is greater. A certificate of insurance on a form acceptable to the Owner which verifies the existence of this insurance coverage must be provided to the Owner before work under this contract is begun. The Owner shall be named as an additional insured on a primary and noncontributory basis. The types of claims, required coverages and minimum limits of liability are as follows: A. Claims under Worker's Compensation, disability benefit and other similar employee benefit acts:, claims for damages because of bodily injury, occupational sickness or disease or death of employees. Insurance coverages shall include: Statutory Workers' Compensation, including Employer's Liability with a minimum limit of $100,000.00 for each employee. B. Claims for damages because of bodily injury, occupational sickness or disease, or death, by any person other than employees, claims for personal injuries which ar•e sustained (1) by any person as a result of an act or omission directly or indirectly related to the employment of such person by the Contractor, or (2) any other person; claims for damages other than to the Work itself, because of injury to or destruction of tangible property including loss of use resulting therefor. Insurance coverages shall include: Premise — Operations Products-Completed Operations Blanket Contractual — Such insurance and endorsements as will insure the obligations under• the provisions of Subsection 11.1.5 of this Document. Broad Form Property Damage Personal Injury Blanket Explosion, Collapse and Underground Property Damage Operations of Independent Contractors Additions and Deletions Report for AIA Document A101 — 2017. Copyright 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, 1991, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA," the AIA Logo, and "AIA Contract Documents" are trademarks of The American Institute of Architects. This document was produced at 13:36:28 ET on 05/14/2024 under Order No.2114499103 which expires on 01/24/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1816415059) Policy Limits: General Aggregate $2,000,000.00 Products/Completed Operations Aggregate $1,000,000.00 Personal Injury $1,000,000.00 Each Occurrence $1,000,000.00 C. Claims for damages because of bodily injury or death of any person, or any property damage arising out of the ownership or use of any motor vehicle. Insurance coverage shall include: Business Auto Liability insurance including owned, hired and non-owned vehicles with limits of $1,000,000.00 Combined Single Limit for each accident for bodily injury and death, or property damage. D. The coverage limits required by Paragraphs (B) and (C) above may be achieved by the use of an Umbrella Excess Liability Policy. The limits of liability specified shall be considered minimum requirements. All aforesaid insurance policies shall be underwritten with responsible insurance carriers, with Best's Ratings of not less than A and X and otherwise satisfactory to Owner and licensed to provide insurance in the state in which the Project is located. . § 8.5.2 The Contractor shall provide bonds as set forth in AIA Document A101TM 2017 Exhibit A, and elsewhere in . - • surety bonds of the types, for such penal sums, and subject to such terms and conditions as required by the Contract Documents. The Contractor shall purchase and maintain the required bonds from a company or companies lawfully authorized to issue surety bonds in the jurisdiction where the Project is located. § 8.6 Notice in electronic format, pursuant to Article 1 of AIA Document A201 2017, may be given in accordance with AIA Document E203TM 2013, Building Information Modeling and Digital Data Exhibit, if completed, or aa (If other than in accordance with AIA Document E203 2013, insert requirements for delivering notice in electronic format such as name, title, and email address of the recipient and whether and how the system will be required t generate a read receipt for the transmission.) 8.5.3 Upon the request of any person or entity appearing to be a potential beneficiary of bonds covering payment of obligations arising under the Contract, the Contractor shall promptly furnish a copy of the bonds or shall authorize a copy to be furnished. § 8.5.4 Notice of Cancellation or Expiration of Contractor's Required Insurance. Within three (3) business days of the date the Contractor becomes aware of an impending or actual cancellation or expiration of any insurance required by the Contract Documents, the Contractor shall provide notice to the Owner of such impending or actual cancellation or expiration. Upon receipt of notice from the Contractor, the Owner shall, unless the lapse in coverage arises from an act or omission of the Owner, have the right to stop the Work until the lapse in coverage has been cured by the procurement of replacement coverage by the Contractor. The furnishing of notice by the Contractor shall not relieve the Contractor of any contractual obligation to provide any required coverage. § 8.6 Owner's Insurance § 8.6.1 The Owner shall purchase and maintain insurance of the types and limits of liability, containing the endorsements, and subject to the terms and conditions, as described in the Agreement or elsewhere in the Contract Documents. The Owner shall purchase and maintain the required insurance from an insurance company or insurance companies lawfully authorized to issue insurance in the jurisdiction where the Project is located. § 8.6.2 Failure to Purchase Required Property Insurance. If the Owner fails to purchase and maintain the required property insurance, with all of the coverages and in the amounts described in the Agreement or elsewhere in the Contract Documents, the Owner shall inform the Contractor in writing prior to commencement of the Work. Upon receipt of notice from the Owner, the Contractor may delay commencement of the Work and may obtain insurance that will protect the interests of the Contractor, Subcontractors, and Sub-Subcontractors in the Work. When the failure to provide coverage has been cured or resolved, the Contract Sum and Contract Time shall be equitably adjusted. In the Additions and Deletions Report for AIA Document A101 — 2017. Copyright ©1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, 1991, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA," the AIA Logo, and "AIA Contract Documents" are trademarks of The American Institute of Architects. This document was produced at 13:36:28 ET on 05/14/2024 under Order No.2114499103 which expires on 01/24/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1816415059) event the Owner fails to procure coverage, the Owner waives all rights against the Contractor, Subcontractors, and Sub-subcontractors to the extent the loss to the Owner would have been covered by the insurance to have been procured by the Owner. The cost of the insurance shall be charged to the Owner by a Change Order. If the Owner does not provide written notice, and the Contractor is damaged by the failure or neglect of the Owner to purchase or maintain the required insurance, the Owner shall reimburse the Contractor for all reasonable costs and damages attributable thereto. § 8.6.3 Notice of Cancellation or Expiration of Owner's Required Property Insurance. Within three (3) business days of the date the Owner becomes aware of an impending or actual cancellation or expiration of any property insurance required by the Contract Documents, the Owner shall provide notice to the Contractor of such impending or actual cancellation or expiration. Unless the lapse in coverage arises from an act or omission of the Contractor: (1) the Contractor, upon receipt of notice from the Owner, shall have the right to stop the Work until the lapse in coverage has been cured by the procurement of replacement coverage by either the Owner or the Contractor; (2) the Contract Time and Contract Sum shall be equitably adjusted; and (3) the Owner waives all rights against the Contractor, Subcontractors, and Sub-subcontractors to the extent any loss to the Owner would have been covered by the insurance had it not expired or been cancelled. If the Contractor purchases replacement coverage, the cost of the insurance shall be charged to the Owner by an appropriate Change Order. The furnishing of notice by the Owner shall not relieve the Owner of any contractual obligation to provide required insurance. § 8.7 Otheriafeyisiens+Waiyers of Subrogation § 8.8. Loss of Use, Business Interruption, and Delay in Completion Insurance The Owner, at the Owner's option, may purchase and maintain insurance as will insure the Owner against loss of use of the Owner's property due to fire or other hazards, however caused. § 8.9 Adjustment and Settlement of Insured Loss § 8.9 1 A loss insured under the property insurance required by the Agreement shall be adjusted by the Owner as fiduciary and made payable to the Owner as fiduciary for the insureds, as their interests may appear, subject to requirements of any applicable mortgagee clause and of Section 11.5.2. The Owner shall pay the Architect and Contractor their just shares of insurance proceeds received by the Owner, and by appropriate agreements the Architect and Contractor shall make payments to their consultants and Subcontractors in similar manner. 8.9.2 Prior to settlement of an insured loss, the Owner shall notify the Contractor of the terms of the proposed settlement as well as the proposed allocation of the insurance proceeds. The Contractor shall have 14 days from receipt of notice to object to the proposed settlement or allocation of the proceeds. If the Contractor does not object, the Owner shall settle the loss and the Contractor shall be bound by the settlement and allocation. Upon receipt, the Owner shall deposit the insurance proceeds in a separate account and make the appropriate distributions. Thereafter, if no other agreement is made or the Owner does not terminate the Contract for convenience, the Owner and Contractor shall execute a Change Order for reconstruction of the damaged or destroyed Work in the amount allocated for that purpose. If the Contractor timely objects to either the terms of the proposed settlement or the allocation of the proceeds, the Owner may proceed to settle the insured loss, and any dispute between the Owner and Contractor arising out of the settlement or allocation of the proceeds shall be resolved pursuant to Article 15. Pending resolution of any dispute, the Owner may issue a Construction Change Directive for the reconstruction of the damaged or destroyed Work. § 8.10 For contracts in excess of $175,000 the Contractor shall provide bonds as set forth in AIA Document Al0lTiv1-2017 Exhibit A, and elsewhere in the Contract Documents. § 8.11 Notice in electronic format, pursuant to Article 1 of AIA 201 General Conditions for Construction City of Edina Approved, may be given in accordance with AIA Document E203Tm-2013, Building Information Modeling and Digital Data Exhibit, if completed, or as otherwise set forth below: (If other than in accordance with AIA Document E203-2013, insert requirements for delivering notice in electronic format such as name, title, and email address of the recipient and whether and how the system will be required to generate a read receipt for the transmission.) Additions and Deletions Report for AIA Document A101 — 2017. Copyright © 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, 1991, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA," the AIA Logo, and 'AIA Contract Documents" are trademarks of The American Institute of Architects. This document was produced at 13:36:28 ET on 05/14/2024 under Order No.2114499103 which expires on 01/24/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1816415059) § 8.12 Other provisions: The Contractor must comply with the Minnesota Government Data Practices Act, Minnesota Statutes Chapter 13, as it applies to (1) all data provided by the Owner pursuant to this Agreement, and (2) all data, created, collected, received, stored, used, maintained, or disseminated by the Contractor pursuant to this Agreement. The Contractor is subject to all the provisions of the Minnesota Government Data Practices Act. In the event the Contractor receives a request to release data, the Contractor must immediately notify the Owner. The Owner will give the Contractor instructions concerning the release of the data to the requesting party before the data is released. Contractor agrees to defend, indemnify, and hold the Owner, its officials, officers, agents, employees, and volunteers harmless from any claims resulting from Contractor's officers', agents', owners', partners' employees', volunteers', assignees' or subcontractors' unlawful disclosure and/or use of protected data. The terms of this section shall survive the cancellation or termination of this Agreement. PAGE 10 4 AIA Document E203TM 2013, Building Information Modeling and Digital Data Exhibit, dated as indicated below: Division 00 01 02 07 26 PAGE 11 Addendum NO. 1 May 6th, 2024 20 N/A PAGE 12 Scott Neal City Manager John Ihle iSolar Additions and Deletions Report for AIA Document A101 — 2017. Copyright © 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, 1991, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA," the AIA Logo, and "AIA Contract Documents" are trademarks of The American Institute of Architects. This document was produced at 13:36:28 ET on 05/14/2024 under Order No.2114499103 which expires on 01/24/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1816415059) Certification of Document's Authenticity AIA® Document D4OITM — 2003 I, Scott Neal, hereby certify, to the best of my knowledge, information and belief, that I created the attached final document simultaneously with its associated Additions and Deletions Report and this certification at 13:36:28 ET on 05/14/2024 under Order No. 2114499103 from AIA Contract Documents software and that in preparing the attached final document I made no changes to the original text of AIA® Document A101 TM — 2017, Standard Form of Agreement Between Owner and Contractor where the basis of payment is a Stipulated Sum, other than those additions and deletions shown in the associated Additions and Deletions Report. (Signed) (Title) (Dated) AIA Document D401 — 2003. Copyright © 1992 and 2003. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA," the AIA Logo, and "AIA Contract Documents" are trademarks of The American Institute of Architects. This document was produced at 13:36:28 ET on 05/14/2024 under Order No.2114499103 which expires on 01/24/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1816415059) Date: May 21, 2024 Agenda Item #: VI.J. To:Mayor and City Council Item Type: Request For Purchase From:Derik Otten, Facility Manager Item Activity: Subject:Request for Purchase: Grandview Parking Ramp Structural Testing Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Request for Purchase for Grandview Parking Ramp Structural Testing with Paragon Restoration II, Inc for $20,500. INTRODUCTION: This project includes selective demolition and repair of concrete allowing structural engineers to conduct visual and physical testing of the parking ramp structure. ATTACHMENTS: Description Request for Purchase FC24-02 Grandview Ramp Structural Testing FC24-02 Contract 1 CITY OF EDINA 4801 W 50th St., Edina, MN 55424 www.EdinaMN.gov | 952-927-8861 Requisition Number 12400148 Department: Engineering Buyer: Derik Otten Date: 5/21/2024 Request for Purchase Requisition Description: Grandview Ramp Structural Testing Vendor: Paragon II Restoration Inc. Cost: $20,500.00 REPLACEMENT or NEW: REPLACEM - REPLACEMENT PURCHASE SOURCE: QUOTE/BD - QUOTE/BID DESCRIPTION: This project will provide selective demolition and repairs to concrete services. This work is being done to inspect structural elements of the Grandview Parking Ramp. These inspections will help determine any necessary plan of action for repairs and ensure continued use of the ramp. BUDGET IMPACT: The project is being funded by the Grandview Maintenance District. Assessable costs and will be billed back to the district during the 2024 assessment period. 2 COMMUNITY IMPACT: This parking ramp provides free parking to all visitors of the Grandview Area. In addition to free parking the ramp also houses vital infrastructure (Water Treatment Plant 6) that serves a large portion of the City with clean drinking water. Ensuring this structures continued use is vital to city operations. ENVIRONMENTAL IMPACT: AIA.tl.w.e:7 Document A101® 2017 Standard Form of Agreement Between Owner and Contractor where the basis of payment is a Stipulated Sum AGREEMENT made as of the 21st day of May in the year 2024 (In words, indicate day, month and year.) BETWEEN the Owner: (Name, legal status, address and other information) City of Edina 4801 W. 50th St Edina, MN 55424 and the Contractor: (Name, legal status, address and other information) Paragon Restoration III, INC 5448 Cottonwood Lane SE Prior Lake, MN 5537 for the following Project: (Name, location and detailed description) Grandview Ramp Structural Testing 5106 Brookside Ave. Edina, MN 55436 The Architect: (Name, legal status, address and other information) Kimley-Horn and Associates, Inc. 767 Eustis Street Suite 100 St. Paul, MN 55114 The Owner and Contractor agree as follows. ADDITIONS AND DELETIONS: The author of this document has added information needed for its completion. The author may also have revised the text of the original AIA standard form. An Additions and Deletions Report that notes added information as well as revisions to the standard form text is available from the author and should be reviewed. A vertical line in the left margin of this document indicates where the author has added necessary information and where the author has added to or deleted from the original AIA text. This document has important legal consequences. Consultation with an attorney is encouraged with respect to its completion or modification. The parties should complete A1010-2017, Exhibit A, Insurance and Bonds, contemporaneously with this Agreement. AIA Document A201®-2017, General Conditions of the Contract for Construction, is adopted in this document by reference. Do not use with other general conditions unless this document is modified. AIA Document A101 — 2017. Copyright 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, 1991, 1997, 2007 and 2017. All rights Init. reserved. "The American Institute of Architects," "American Institute of Architects," "AIA," the AIA Logo, and "AIA Contract Documents' are trademarks of The American Institute of Architects. This document was produced at 21:54:39 ET on 05/13/2024 under Order No.2114499103 which expires on 01/24/2025, Is not for resale, Is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documente Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1413642287) TABLE OF ARTICLES 1 THE CONTRACT DOCUMENTS 2 THE WORK OF THIS CONTRACT 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION 4 CONTRACT SUM 5 PAYMENTS 6 DISPUTE RESOLUTION 7 TERMINATION OR SUSPENSION 8 MISCELLANEOUS PROVISIONS 9 ENUMERATION OF CONTRACT DOCUMENTS EXHIBIT A INSURANCE AND BONDS ARTICLE 1 THE CONTRACT DOCUMENTS The Contract Documents consist of this Agreement, Conditions of the Contract (General, Supplementary, and other Conditions), Drawings, Specifications, Addenda issued prior to execution of this Agreement, other documents listed in this Agreement, and Modifications issued after execution of this Agreement, all of which form the Contract, and are as fully a part of the Contract as if attached to this Agreement or repeated herein. The Contract represents the entire and integrated agreement between the parties hereto and supersedes prior negotiations, representations, or agreements, either written or oral. An enumeration of the Contract Documents, other than a Modification, appears in Article 9. ARTICLE 2 THE WORK OF THIS CONTRACT The Contractor shall fully execute the Work described in the Contract Documents, except as specifically indicated in the Contract Documents to be the responsibility of others. ARTICLE 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION § 3.1 The date of commencement of the Work shall be: (Check one of the following boxes.) The date of this Agreement. A date set forth in a notice to proceed issued by the Owner. Established as follows: (Insert a dale or a means to determine the date of commencement of the Work.) If a date of commencement of the Work is not selected, then the date of commencement shall be the date of this Agreement. § 3.2 The Contract Time shall be measured from the date of commencement of the Work. § 3.3 Substantial Completion § 3.3.1 Subject to adjustments of the Contract Time as provided in the Contract Documents, the Contractor shall achieve Substantial Completion of the entire Work: (Check one of the following boxes and complete the necessary information.) AIA Document A101 —2017. Copyright ©1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, 1991, 1997, 2007 and 2017. All rights Init. reserved. "The American Institute of Architects," "American Institute of Architects," "AIA," the AIA Logo, and "AIA Contract Documents" are trademarks of The American Institute of Architects. This document was produced at 21:54:39 ET on 05/13/2024 under Order No.2114499103 which expires on 01/24/2025, is not for / resale, is licensed for one-time use only, and may only he used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mall docinfo@aiacontracts.com. User Notes: (1413642287) [ ] Not later than ( ) calendar days from the date of commencement of the Work. [ X ] By the following date: § 3.3.2 Subject to adjustments of the Contract Time as provided in the Contract Documents, if portions of the Work are to be completed prior to Substantial Completion of the entire Work, the Contractor shall achieve Substantial Completion of such portions by the following dates: Portion of Work Substantial Completion Date NA § 3.3.3 If the Contractor fails to achieve Substantial Completion as provided in this Section 3.3, liquidated damages, if any, shall be assessed as set forth in Section 4,5. ARTICLE 4 CONTRACT SUM § 4.1 The Owner shall pay the Contractor the Contract Sum in current funds for the Contractor's performance of the Contract. The Contract Sum shall be Twenty-thousand Five hundred dollars and no cents ($ 20,500.00 ), subject to additions and deductions as provided in the Contract Documents. § 4.2 Alternates § 4.2.1 Alternates, if any, included in the Contract Sum: Item Price NA § 4.2.2 Subject to the conditions noted below, the following alternates may be accepted by the Owner following execution of this Agreement. Upon acceptance, the Owner shall issue a Modification to this Agreement. (Insert below each alternate and the conditions that must be met for the Owner to accept the alternate.) Item Price Conditions for Acceptance NA § 4.3 Allowances, if any, included in the Contract Sum: (Identify each allowance) Item Price NA § 4.4 Unit prices, if any: (Identify the item and state the unit price and quantity limitations, if any, to which the unit price will be applicable) Item Units and Limitations Price per Unit ($0.00) NA § 4.5 Liquidated damages, if any: (Insert terms and conditions for liquidated damages, if any) NA § 4.6 Other: (Insert provisions for bonus or other incentives, if any, that might result in a change to the Contract Sum) NA AIA Document A101 — 2017. Copyright CD 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, 1991, 1997, 2007 and 2017. All rights Init. reserved. "The American Institute of Architects," "American Institute of Architects," "AIA," the AIA Logo, and "AIA Contract Documents" are trademarks of The American Institute of Architects. This document was produced at 21:54:39 ET on 05/13/2024 under Order No.2114499103 which expires on 01/24/2025, is not for / resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documentse Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1413642287) Init. ARTICLE 5 PAYMENTS § 5.1 Progress Payments § 5.1.1 Based upon Applications for Payment submitted to the Architect by the Contractor and Certificates for Payment issued by the Architect, the Owner shall make progress payments on account of the Contract Sum to the Contractor as provided below and elsewhere in the Contract Documents. § 5.1.2 The period covered by each Application for Payment shall be one calendar month ending on the last day of the month, or as follows: § 5.1.3 Provided that an Application for Payment is received by the Architect not later than the 25111 day of a month, the Owner shall make payment of the amount certified to the Contractor not later than the 30th day of the following month. If an Application for Payment is received by the Architect after the application date fixed above, payment of the amount certified shall be made by the Owner not later than ten ( 10 ) days after the Architect receives the Application for Payment. (Federal, state or local laws may require payment within a certain period of time.) § 51 4 Each Application for Payment shall be based on the most recent schedule of values submitted by the Contractor in accordance with the Contract Documents. The schedule of values shall allocate the entire Contract Sum among the various portions of the Work. The schedule of values shall be prepared in such form, and supported by such data to substantiate its accuracy, as the Architect may require. This schedule of values shall be used as a basis for reviewing the Contractor's Applications for Payment. § 5.1.5 Applications for Payment shall show the percentage of completion of each portion of the Work as of the end of the period covered by the Application for Payment. § 5.1.6 In accordance with ALA Document A2013m-2017, General Conditions of the Contract for Construction, and subject to other provisions of the Contract Documents, the amount of each progress payment shall be computed as follows: § 5.1.6.1 The amount of each progress payment shall first include: .1 That portion of the Contract Sum properly allocable to completed Work; .2 That portion of the Contract Sum properly allocable to materials and equipment delivered and suitably stored at the site for subsequent incorporation in the completed construction, or, if approved in advance by the Owner, suitably stored off the site at a location agreed upon in writing; and .3 That portion of Construction Change Directives that the Architect detennines, in the Architect's professional judgment, to be reasonably justified. § 5.1.6.2 The amount of each progress payment shall then be reduced by: .1 The aggregate of any amounts previously paid by the Owner; .2 The amount, if any, for Work that remains uncorrected and for which the Architect has previously withheld a Certificate for Payment as provided in Article 9 of AIA Document A201-2017; .3 Any amount for which the Contractor does not intend to pay a Subcontractor or material supplier, unless the Work has been performed by others the Contractor intends to pay; .4 For Work performed or defects discovered since the last payment application, any amount for which the Architect may withhold payment, or nullify a Certificate of Payment in whole or in part, as provided in Article 9 of AIA Document A201-2017; and .5 Retainage withheld pursuant to Section 5.1.7. § 5.1.7 Retainage § 5.1.7.1 For each progress payment made prior to Substantial Completion of the Work, the Owner may withhold the following amount, as retainage, from the payment otherwise due: (Insert a percentage or amount to be withheld as retainage from each Application for Payment. The amount of retainage may be limited by governing law.) 5% AIA Document A101 —2017. Copyright @ 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, 1991, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "NA," the AIA Logo, and "AIA Contract Documents" are trademarks of The American Institute of Architects. This document was produced at 21:54:39 ET on 05/13/2024 under Order No.2114499103 which expires on 01/24/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documentse Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1413642287) Init. § 5.1.7.1.1 The following items are not subject to retainage: (Insert any items not subject to the withholding of retainage, such as general conditions, insurance, etc.) General Conditions Base Scope of Work § 5.1.7.2 Reduction or limitation of retainage, if any, shall be as follows: (If the retainage established in Section 5.1.7.1 is to be modified prior to Substantial Completion of the entire Work, including modifications for Substantial Completion of portions of the Work as provided in Section 3.3.2, insert provisions for such modifications.) NA § 5.1.7.3 Except as set forth in this Section 5.1.7.3, upon Substantial Completion of die Work, the Contractor may submit an Application for Payment that includes the retainage withheld from prior Applications for Payment pursuant to this Section 5.1.7. The Application for Payment submitted at Substantial Completion shall not include retainage as follows: (Insert any other conditions for release of retainage upon Substantial Completion) NA § 5.1.8 If final completion of the Work is materially delayed through no fault of the Contractor, the Owner shall pay the Contractor any additional amounts in accordance with Article 9 of AIA Document A201-2017. § 5.1.9 Except with the Owner's prior approval, the Contractor shall not make advance payments to suppliers for materials or equipment which have not been delivered and stored at the site. § 5.2 Final Payment § 5.2.1 Final payment, constituting the entire unpaid balance of the Contract Sum, shall be made by the Owner to the Contractor when .1 the Contractor has fully performed the Contract except for the Contractor's responsibility to correct Work as provided in Article 12 of AIA Document A201-2017, and to satisfy other requirements, if any, which extend beyond final payment; and .2 a final Certificate for Payment has been issued by the Architect. § 5.2.2 The Owner's final payment to the Contractor shall be made no later than 30 days after the issuance of the Architect's final Certificate for Payment, or as follows: NA § 5.3 Interest Payments due and unpaid under the Contract shall bear interest from the date payment is due at the rate stated below, or in the absence thereof; at the legal rate prevailing from time to time at the place where the Project is located. (Insert rate of interest agreed upon, if any) ARTICLE 6 DISPUTE RESOLUTION § 6.1 Initial Decision Maker The Architect will serve as the Initial Decision Maker pursuant to Article 15 of AIA Document A201-2017, unless the parties appoint below another individual, not a party to this Agreement, to serve as the Initial Decision Maker. (If the parties mutually agree, insert the name, address and other contact information of the Initial Decision Maker, if other than the Architect) NA AIA Document A101 — 2017. Copyright 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, 1991, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA," the AIA Logo, and "AIA Contract Documents" are trademarks of The American Institute of Architects. This document was produced at 21:54:39 ET on 05/13/2024 under Order No.2114499103 which expires on 01/24/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents" Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1413642287) Init. § 6.2 Binding Dispute Resolution For any Claim subject to, but not resolved by, mediation pursuant to Article 15 of AIA Document A201-2017, the method of binding dispute resolution shall be as follows: (Check the appropriate box.) Arbitration pursuant to Section 15.4 of AIA Document A201-2017 Litigation in a court of competent jurisdiction Other (Specify) If the Owner and Contractor do not select a method of binding dispute resolution, or do not subsequently agree in writing to a binding dispute resolution method other than litigation, Claims will be resolved by litigation in a court of competent jurisdiction. ARTICLE 7 TERMINATION OR SUSPENSION § 7.1 The Contract may be terminated by the Owner or the Contractor as provided in Article 14 of AIA Document A201-2017. § 7.1.1 If the Contract is terminated for the Owner's convenience in accordance with Article 14 of AIA Document A201-2017, then the Owner shall pay the Contractor a termination fee as follows: (Insert the amount of or method for determining, the fee, if any, payable to the Contractor following a termination for the Owner's convenience) NA § 7.2 The Work may be suspended by the Owner as provided in Article 14 of AIA Document A201-2017. ARTICLE 8 MISCELLANEOUS PROVISIONS § 8.1 Where reference is made in this Agreement to a provision of AIA Document A201-2017 or another Contract Document, the reference refers to that provision as amended or supplemented by other provisions of the Contract Documents. § 8.2 The Owner's representative: (Name, address, email address, and other information) Derik Otten dotten@edinamn.gov Facilities Manager § 8.3 The Contractor's representative: (Name, address, email address, and other information) Brandon Peterson Brandon.peterson@paragonrestoration2.com Project Manager AIA Document A101 — 2017. Copyright 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, 1991, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA," the AIA Logo, and "AIA Contract Documents" are trademarks of The American Institute of Architects. This document was produced at 21:54:39 ET on 05/13/2024 under Order No.2114499103 which expires on 01/24/2025, is not for resale, Is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documentse Terms of Service. To report copyright violations, e-mail docinfo@alacontracts.com. User Notes: (1413642287) § 8.4 Neither the Owner's nor the Contractor's representative shall be changed without ten days' prior notice to the other party. § 8.5 Insurance and Bonds § 8.5.1 The Owner and the Contractor shall purchase and maintain insurance as set forth in AIA Document A101Tm-2017, Standard Form of Agreement Between Owner and Contractor where the basis of payment is a Stipulated Sum, Exhibit A, Insurance and Bonds, and elsewhere in the Contract Documents. § 8.5.2 The Contractor shall provide bonds as set forth in MA Document A101Tm-2017 Exhibit A, and elsewhere in the Contract Documents. § 8.6 Notice in electronic format, pursuant to Article 1 of AIA Document A201-2017, may be given in accordance with AIA Document E203Tm-2013, Building Information Modeling and Digital Data Exhibit, if completed, or as otherwise set forth below: (If other than in accordance with AM Document E203-2013, insert requirements for delivering notice in electronic format such as name, title, and email address of the recipient and whether and how the system will be required to generate a read receipt for the transmission.) NA § 8.7 Other provisions: NA ARTICLE 9 ENUMERATION § 9.1 This Agreement is comp .1 AIA Document .2 MA Document .3 MA Document OF CONTRACT DOCUMENTS rised of the following documents: A101Tm-2017, Standard Form of Agreement Between Owner and Contractor A101Tm-2017, Exhibit A, Insurance and Bonds A201114-2017, General Conditions of the Contract for Construction (Paragraph deleted) .5 Drawings Number Title Date S101 STRUCTURAL NOTES 4/10/2024 S102 GROUND LEVEL WORK PLAN 4/10/2024 S103 SECOND LEVEL WORK PLAN 4/10/2024 5104 4/10/2024 THIRD LEVEL WORK PLAN S105 DEMO AND REPAIR DETAILS 4/10/2024 S106 WATERPROOFING DETAILS 4/10/2024 .6 Specifications Section Title Date 01 10 00 SUMMARY OF WORK 4/10/2024 01 25 00 SUBSTITUTION PROCEDURES 4/10/2024 01 31 00 PROJECT MANAGEMENT AND COORDINATION 4/10/2024 01 33 00 SUBMITTAL PROCEDURES 4/10/2024 01 40 00 QUALITY REQUIREMENTS 4/10/2024 01 42 00 REFERENCES 4/10/2024 01 50 00 TEMPORARY FACILITIES AND CONTROLS 4/10/2024 01 60 00 PRODUCT REQUIREMENTS 4/10/2024 AIA Document MO1 — 2017. Copyright ©1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, 1991, 1997, 2007 and 2017. All rights Init. reserved. "The American Institute of Architects," "American Institute of Architects," "AIA," the AIA Logo, and "AIA Contract Documents" are trademarks of The American Institute of Architects. This document was produced at 21:54:39 ET on 05/13/2024 under Order No.2114499103 which expires on 01/24/2025, is not for / resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1413642287) Init. 01 73 00 EXECUTION 4/10/2024 01 73 23 OPERATION AND MAINTENANCE DATA 4/10/2024 01 78 39 PROJECT RECORD DOCUMENTS 4/10/2024 02 02 10 MOBILIZATION 4/10/2024 03 01 00 MAINTENANCE OF CONCRETE 4/10/2024 03 30 53 MISCELLANEIOUS CAST-IN-PLACE CONCRETE 4/10/2024 07 18 00 TRAFFIC COATINGS 4/10/2024 07 92 00 JOINT SEALANTS 4/10/2024 .7 Addenda, if any: Number Date Pages NA Portions of Addenda relating to bidding or proposal requirements are not part of the Contract Documents unless the bidding or proposal requirements are also enumerated in this Article 9. .8 Other Exhibits: (Check all boxes that apply and include appropriate information identifying the exhibit where required.) [ AIA Document E204"1-2017, Sustainable Projects Exhibit, dated as indicated below: (Insert the date of the E204-2017 incorporated into this Agreement.) [ ] The Sustainability Plan: Title Date Pages [ ] Supplementary and other Conditions of the Contract: Document Title Date Pages .9 Other documents, if any, listed below: (List here any additional documents that are intended to form part of the Contract Documents. AM Document A2O1E-2017 provides that the advertisement or invitation to bid, Instructions to Bidders, sample forms, the Contractor's bid or proposal, portions of Addenda relating to bidding or proposal requirements, and other information furnished by the Owner in anticipation of receiving bids or proposals, are not part of the Contract Documents unless enumerated in this Agreement. Any such documents should be listed here only if intended to be part of the Contract Documents.) X SPECIAL CONDITIONS — CITY OF EDINA, MINNESOTA This Agreement entered into as of the day and year first written above. AIA Document A101 — 2017. Copyright ©1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, 1991, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA," the AIA Logo, and "AIA Contract Documents" are trademarks of The American Institute of Architects. This document was produced at 21:54:39 ET on 05/13/2024 under Order No.2114499103 which expires on 01/24/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1413642287) OWNER (Signature) Scott Neal City Manager thaw-clew- lattAa CONTRACTOR (Signature) Brandon Peterson Project Manager (Printed name and title) (Printed name and title) AIA Document A101 —2017. Copyright ©1915, 1916, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, 1991, 1997, 2007 and 2017. All rights kilt. reserved. "The American Institute of Architects," "American Institute of Architects," "AIA," the AIA Logo, and "AIA Contract Documents" are trademarks of The American Institute of Architects. This document was produced at 21:54:39 ET on 05/13/2024 under Order No.2114499103 which expires on 01/24/2025, is not for / resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1413642287) Date: May 21, 2024 Agenda Item #: VI.K. To:Mayor and City Council Item Type: Other From:Chad A. Millner, P.E., Director of Engineering Item Activity: Subject:Approve Resolution No. 2024-38 Acquisition of Real Property at 6224 Interlachen Blvd Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Resolution No. 2024-38 for Acquisition of Real P roperty of Outlot A at 6224 Interlachen Boulevard for $1,300. INTRODUCTION: As part of the Blake Road Street Reconstruction Project, a sheet pile wall was installed to support a new wide sidewalk and railing along Mirror Lake. 6224 Interlachen Boulevard owns the main lot north of Interlachen Blvd where house is located. They also own a 0.07 acre outlot on the south side of Interlachen Blvd. It is located almost entirely in Mirror Lake. With the new wall, sidewalk, and railing, this outlet is no longer accessible to Mirror Lake. The resident requested the city purchase this outlot. The value of the outlot is the assessable value. ATTACHMENTS: Description Resolution No. 2024-38: Acquisition of Real Property at 6224 Interlachen Blvd RESOLUTION NO. 2024-38 RESOLUTION APPROVING THE ACQUISITION OF REAL PROPERTY AND DISPENSING WITH STATUTORY REQUIREMENTS FOR REVIEW BY PLANNING COMMISSION OF ACQUISITION OF PROPERTY WHEREAS, the owners of the property (“Sellers”) are proposing to convey to the City the property legally described as follows: Outlot A, D. C. I. Addition, according to the recorded plat thereof, Hennepin County, Minnesota (“Subject Property”); and WHEREAS, Sellers propose to convey the Subject Property by quit claim deed to the City for a purchase price of $1,300.00, provided the City pays the real estate taxes and all costs associated with the conveyance, and; WHEREAS, the City desires to acquire the Subject Property under the proposed terms, conditioned upon Sellers providing a release of any and all mortgages against the Subject Property, providing all information and documents necessary to record the quit claim deed, and executing all forms necessary to record the quit claim deed and the conveyance occurs on or before March 1, 2024; and, WHEREAS, acquiring ownership of the Subject Property by the City would serve the public interest; WHEREAS, Minn. Stat. § 462.356, subd. 2 requires that the Planning Commission review the City's proposed acquisitions and dispositions of property; and WHEREAS, Minn. Stat. § 462.356, subd. 2 provides for an exception from the Planning Commission review requirement upon 2/3 vote of the City Council dispensing with the requirement and finding that the acquisition or disposal of the property has no relationship to the comprehensive municipal plan. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Edina: 1. The City Council finds that the acquisition of the Subject Property has no relationship to the comprehensive municipal plan. 2. Review by the Planning Commission of the acquisition of the Subject Property is hereby dispensed with. 3. The proposed transaction is hereby approved under the terms proposed by Sellers and conditions stated in this Resolution, and the Mayor and City Manager are authorized and directed to execute all documents, and take all appropriate measures to acquire the Subject Property. Adopted this 21st day of May, 2024 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 21, 2024, and as recorded in the Minutes of said Regular Meeting. WITNESS my hand and seal of said City this _______ day of ___________________, 2024. City Clerk Date: May 21, 2024 Agenda Item #: VII.A. To:Mayor and City Council Item Type: Other From:Jennifer Garske, Executive Assistant Item Activity: Subject:Recognize the Edina High School Girls Hockey Team Information CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Recognize the Edina High School Girls Hockey Team on their State Championship. INTRODUCTION: The Edina High School Girls Hockey Team won the state championship in the 2023-2024 school year. Head Coach Sami Cowger, as well as team members, will attend the meeting to be recognized by the City Council on their state championship win. Date: May 21, 2024 Agenda Item #: VII.B. To:Mayor and City Council Item Type: Advisory Communication, Other From:Dave Ehmiller, Fire Marshal Item Activity: Subject:Proclamation: National Emergency Medical Services Week Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Adopt proclamation declaring May 19-25, 2024 Emergency Medical Services Week. INTRODUCTION: May 19-25 marks the 50th anniversary of National EMS Week. It's a time to show our gratitude toward EMTs and paramedics who provide lifesaving care across the nation every day. EMS Week is also a time to educate the public about EMS, and the essential service we provide to communities. This year’s theme is “Honoring Our P ast, Forging Our Future.” Edina Fire Department made the decision in the past to provide Advanced Life Support Ambulance Services as part of the Fire Department response. This decision continues to benefit the residents with great care and customer service from Paramedic Firefighters 24/7/365. Edina Fire Department is the only fire based ambulance service in Hennepin County. ATTACHMENTS: Description Proclamation EMS Week Proclamation Emergency Medical Services Week May 19-25, 2024 WHEREAS, emergency medical services is a vital public service; and WHEREAS, the members of emergency medical services teams are ready to provide life-saving care to those in need 24 hours a day, seven days a week; and WHEREAS, access to quality emergency care dramatically improves the survival and recovery rate of those who experience sudden illness or injury; and WHEREAS, emergency medical services has grown to fill a gap by providing important, out of hospital care including preventative medicine, follow-up care, and access to telemedicine; and WHEREAS, the emergency medical services system consists of first responders, emergency medical technicians, paramedics, emergency medical dispatchers, firefighters, police officers, educators, administrators, pre-hospital nurses, emergency nurses, emergency physicians, trained members of the public, and other out of hospital medical care providers; and James Hovland, Mayor WHEREAS, the members of emergency medical services teams, whether career or volunteer, engage in thousands of hours of specialized training and continuing education to enhance their life- saving skills; and WHEREAS, it is appropriate to recognize the value and the accomplishments of emergency medical services providers by designating Emergency Medical Services Week; now NOW, THEREFORE, the City Council of the City of Edina, MN, hereby proclaims May 19 - 25, 2024, as EMERGENCY MEDICAL SERVICES WEEK The 50th Anniversary of EMS week theme is EMS WEEK: Honoring Our Past. Forging Our Future. I encourage the community to observe this week and recognize those who selflessly serve for others. Dated this 21st day of May, 2024 Date: May 21, 2024 Agenda Item #: VII.C. To:Mayor and City Council Item Type: Other From:Chad A. Millner, P.E., Director of Engineering Item Activity: Subject:Project Updates from MnDOT Information CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: None; information only. INTRODUCTION: Ryan Wilson, West Area Manager with MnDOT, will provide some project updates. These will include Highway 494, auxiliary lane on Highway 62, and other MnDOT projects that could affect Edina. ATTACHMENTS: Description MnDOT Presentation Project Updates MnDOT Updates Edina City Council Ryan Wilson| West Area Manager Metro District 5/21/2024 mndot.gov Agenda •I-494 Airport to Hwy 169 •I-494 Bridge over Minnesota River •Hwy 100 Vernon Ave Bridge Replacements and Interchange Improvements •10-year Plan (STIP and CHIP) Projects 5/22/2024 mndot.gov 2 I-494 Airport to Hwy 169 Corridor Vision 5/22/2024 mndot.gov 4 I-494 Airport to Hwy 169 Project 1 •Total project cost $377 million •E-ZPass in both directions between East Bush Lake Road and I-35W •Reconstruct I-494/I-35W interchange to turbine design •Reconfigure access at Nicollet, Portland, and 12th Avenues 5/22/2024 mndot.gov 5 Construction Schedule Overview •2023 •Temporary crossovers and widening, EB I-494 near TH 100, north ramps at I-35W •2024 •WB I-494 near TH 100, EB I-494 from TH 100 to I-35W, Chicago Ave pedestrian bridge •2025 •WB I-494 from TH 100 to I-35W, finish I-35W interchange, Portland Ave interchange •2026 •E-ZPass System, Nicollet Ave & 12th Ave Bridges 5/22/2024 mndot.gov 6 Maintenance of Traffic Overview •Maintain 3 lanes each direction on I494 and I35W during peak hours •I-494 and I-35W closures •24 weekend and 98 overnight allowed in contract •Ramp closures – variable and project wide •Reduced lane, shoulder, and bypass geometry •2024 impacts begin nearer to airport 5/22/2024 mndot.gov 7 Work Completed in 2023 •Lots of temporary widening and crossovers, lane shifts •Reconstructed EB I-494 from East Bush Lake Rd to Hwy 100 •Including three ramps •Reconstructed NW and NE ramps at I-35W, NW Lyndale ramp •Began construction of Turbine bridge (NB 35W to WB 494) •Removed five buildings at Portland Ave •Began utility relocations •Continued to work towards 100% design 5/22/2024 mndot.gov 8 Grading Almost 1 million cubic yards of dirt to haul off project (80,000+ truckloads) 5/22/2024 mndot.gov 9 Storm Sewer Installation About 14 miles of storm sewer pipe to install 5/22/2024 mndot.gov 10 Temporary Bituminous Paving About 80,000 tons of bituminous to place (4,000 truckloads) 5/22/2024 mndot.gov 11 Concrete Paving About 300,000 SY (50 football fields) of concrete to place 5/22/2024 mndot.gov 12 Turbine Bridge (NB 35W to WB 494) 5/22/2024 mndot.gov 13 Public Information •Public Information Hotline •info@i494Construction.com •651-583-6435 •Visit the project websites http://www.dot.state.mn.us/metro/projects/i494-airport-hwy169/ (study) http://www.dot.state.mn.us/metro/projects/i494edina-richfield/index.html (construction) 5/22/2024 mndot.gov 14 I-494 Airport to Hwy 169 Future Projects •Submitted federal Infrastructure Investment and Jobs Act (IIJA) Congestion Relief application due April 22 •Submitted federal IIJA MEGA application due May 6 •Draft schedule (if successful IIJA grant) •2024-2025: complete preliminary design, complete re-evaluation of environmental assessment, prepare Design-Build procurement •2026-TBD: construction •Proposed phasing of remaining $379M vision 5/22/2024 mndot.gov 15 I-494 Bridge over Minnesota River Overview •Location •I-494 bridge over the Minnesota River between 24th Ave. in Bloomington and Pilot Knob Rd. in Mendota Heights/Eagan •Cost •$62 million •Construction schedule •Spring 2023 through summer 2026 5/22/2024 mndot.gov 17 Summary of Work •Repair pavement on I-494 •Reconstruct the regional trail •Replace bridge joints •Repair bridge deck, beam ends and railings •Reconstruct bearings •Replace highway lighting •Repair/replace drainage 5/22/2024 mndot.gov 18 Construction Schedule Overview •2023 •Inside median; some lane closures and shifts •2024 •Construct temporary crossover for WB I494 to EB Hwy 5 and 34th Ave •WB bridge closed for repairs •Traffic reduced to 2 lanes in each direction on EB bridge •Surface repairs on pavement and bridges west of river •2025 •EB bridge closed for repairs •Traffic reduced to 2 lanes each direction on WB bridge •South side river bridge trail closed all summer 5/22/2024 mndot.gov 19 Access Impacts: Summer 2024 and 2025 •WB Hwy 5 to EB I-494: due to merge condition in 2024 and work zone in 2025 •Closed end of April to end of October •Detour: EB Hwy 5 to EB Hwy 62 to SB I-35E to EB I-494 •34th Ave entrance to EB I-494: due to merge condition in 2024, work zone in 2025 •Closed end of April to end of October •Detour: EB Hwy 5 to EB Hwy 62 to SB I-35E to EB I-494 •Other ramps remain open 5/22/2024 mndot.gov 20 Access Impacts: Winter 2024-2025 •I-494 mainline •Winter conditions will be normal lane configurations •Ramps •Winter conditions will be normal access and configurations 5/22/2024 mndot.gov 21 Public Information •Public Information Hotline •info@i494Construction.com •651-583-6435 •Visit the project website https://www.dot.state.mn.us/metro/projects/i494mnriverbridge/index.html 5/22/2024 mndot.gov 22 Hwy 100 Vernon Ave Bridge Replacements and Interchange Improvements MnDOT Perspectives •Appreciate and value City leadership and partnership •Working through 95% plan comments •Drafting cooperative construction agreement •Eye towards future conveyance 5/22/2024 mndot.gov 24 10-year Plan (STIP and CHIP) Projects 2024-2027 STIP, 2028-2033 CHIP •2025/2026, replace pedestrian bridge over TH62 west of Valley View Road •City of Edina led •MnDOT contribution $3.0M •2029, Hwy 100 replaces bridges over Hwy 62 ($10.4M-$14.1M) 5/22/2024 mndot.gov 26 Draft 2025-2028 STIP •2028, Hwy 62 construct auxiliary lane westbound from Valley View on ramp to TH100 north bound off ramp in Edina •Coordination with City led pedestrian bridge and City improvements on W 64th St. •Requires noise evaluation and potential mitigation •Potential schedule •2026: complete staff approved layout, begin final design •2027: complete environmental process, including noise wall outreach and voting as required •2028: anticipated construction (tree removal prior winter) 5/22/2024 mndot.gov 27 Thank you! Ryan Wilson West Area Manager 651-775-4216 ryan.wilson@state.mn.us 5/22/2024 mndot.gov 28 Date: May 21, 2024 Agenda Item #: VII.D. To:Mayor and City Council Item Type: Other From:Emily Dalrymple, Assistant City Planner Item Activity: Subject:Proclamation: Preservation Month May 2024 Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Adopt proclamation declaring May 2024 P reservation Month. INTRODUCTION: The City joins other local and state preservation groups and organizations in celebrating May as Preservation Month. Preservation month is designed to raise awareness of historic properties, and to celebrate history, culture, and historic places. ATTACHMENTS: Description 2024 Preservation Month Proclamation PROCLAMATION PRESERVATION MONTH MAY 2024 WHEREAS, historic preservation is an effective tool for managing growth and sustainable development, revitalizing neighborhoods, fostering local pride and maintaining community character while enhancing livability; and WHEREAS, historic preservation is relevant for communities across the nation, both urban and rural, and for Americans of all ages, all walks of life, and all ethnic backgrounds; and WHEREAS, it is important to celebrate the role of history in our lives and the contributions made by dedicated individuals in helping to preserve the tangible aspects of the heritage that has shaped us as a people; and WHEREAS, Preservation Month 2024 is sponsored by the Edina Heritage Preservation Commission. NOW, THEREFORE, we, the City Council of the City of Edina, do proclaim May 2024 as Preservation Month, and call upon the people of Edina to join their fellow citizens in recognizing and participating in this special observance. Preservation Month May 2024 Dated this 21st day of May 2024. ________________________ James B. Hovland Mayor Date: May 21, 2024 Agenda Item #: VII.E. To:Mayor and City Council Item Type: Other From:Emily Dalrymple, Assistant City Planner Item Activity: Subject:2024 Edina Heritage Award: HouseNovel Information CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: None; information only. INTRODUCTION: HouseNovel website to be awarded the 2024 Edina Heritage Award. ATTACHMENTS: Description Nomination: HouseNovel Date: May 21, 2024 Agenda Item #: VII.F. To:Mayor and City Council Item Type: Report / Recommendation From:Marisa Bayer, Sustainability Manager Item Activity: Subject:Climate Action Plan and 2023 CAS Fund Update Information CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: None, information only. INTRODUCTION: The City of Edina has a history of commitment to environmental protection and progress. In 2016, the Conservation and Sustainability (CAS) Fund received its first franchise fee income distribution and the City hired a staff member dedicated to sustainability. In 2021, Edina passed its Climate Action Plan and received its first annual sustainability report. The purpose of the annual Climate Action Plan update is for staff to inform Council of Climate Action Plan implementation progress and Conservation and Sustainability (CAS) Fund expenditures, including a look ahead to long-term goals and to answer questions. ATTACHMENTS: Description 2023 CAS Fund Report Staff Presentation 2024 May Sustainability Update May 21, 2024 Mayor and City Council Marisa Bayer, Sustainability Manager 2023 Conservation and Sustainability (CAS) Fund Summary Report Information / Background: The Conservation and Sustainability (CAS) Fund supports implementation of the Climate Action Plan and is primarily funded from utility franchise fees. At the beginning of 2023, $2.37 million was available in the CAS Fund, which included rollover funds from 2022. Franchise fee revenue in 2023 was $963,000. In 2023, $1.68 million was spent on CAS-related projects and items, compared to $846,900 spent in 2022 (a 99% increase in expenditures). At year-end, the estimated CAS Fund balance was $1.79 million, with an estimated $1.6 million encumbered in contracts and projects to be implemented in 2024. CAS Fund Project Type Cost Percentage City Vehicles, Infrastructure and Capital Investment $1,272,600 76% City Fleet Electric Vehicle Purchases & Infrastructure $190,400 City Facility Energy Management Projects (City Hall, Park & Utility buildings, Edinborough Park Building Automation System) $1,072,200 Windsource Subscription Program $10,000 Community Policy and Projects $205,600 12% Efficient Buildings Ordinance Implementation $49,400 Sustainable Building Policy Implementation $4,000 Policy Review Support $16,900 Climate Action Fund Cost-share $52,000 Energy Assessment Buy-downs $19,200 Electrify Everything Outreach and Engagement $37,700 Studies and Evaluation (Fleet Electrification, Solar and EV Suitability) $11,600 Outreach and Engagement Materials $14,800 Staffing and Administration $204,600 12% Staff Salary and Benefits $190,000 Other (Supplies, central services, training) $14,600 STAFF REPORT Page 2 Total CAS Expenditures $1,682,800 100% The CAS Fund policy was revised in 2022 to allow the Climate Action Fund to cost-share energy efficiency and renewable energy improvements. New in 2023, cost-share funding requires an applicant to first complete energy efficiency improvements to access renewable energy funding, ensuring buildings are as efficient as possible and that renewable energy systems are right-sized and economically priced. The Climate Action Fund was also updated to include a new bonus cost-share amount for residents living in areas of Edina deemed by the US Dept. of Energy as “energy justice” communities. In 2023, the Climate Action Fund cost-shared 39 projects, totaling more than $52,000. New 2023 CAS Fund expenditures include participation in Xcel Energy’s Renewable*Connect program, allowing the City of Edina to meet its 100% renewable electricity goal, starting a fleet electrification study to understand additional opportunities for electrification for medium- and heavy-duty fleet, and participating in the Electrify Everything MN program to engage residents to electrify their homes. In addition, a Sustainability Specialist was added to the Sustainability Division, creating additional capacity to implement the Climate Action Plan. In 2024, CAS Fund projects are already underway to help meet our community Climate Action Plan goals. Below is a summary table indicating projects already underway or anticipated to take place this year. 2024 CAS Fund Projects City Vehicles, Infrastructure and Capital Investment Install solar PV at new Fire Station 2 project Implement City Hall Energy Management Plan findings for energy efficiency and solar Complete City facility electric vehicle charging and solar feasibility study Purchase vehicle retrofit systems for B100 bio-diesel to decarbonize heavy-duty fleet Implement Green Fleet Policy to purchase electric and fuel-efficient City fleet replacements Purchase electric and fuel-efficient equipment replacements for winter and summer maintenance Community Policy and Projects Implement Efficient Buildings Benchmarking Ordinance reporting and energy assessment requirements Implement Sustainable Building Policy Support residential energy efficiency through Home Energy Squad visit buy-down Incentivize efficiency, renewable energy and electrification with Climate Action Fund cost-share Implement Electrify Everything home electrification awareness and outreach campaign EdinaMN.gov Sustainability Update Marisa Bayer, Sustainability Manager May 2024 Climate Action Plan (CAP) Our Climate Action Vision: Help those who live and work in Edina imagine and achieve a future where the earth and all who live on it thrive. 8 Sectors 36 Strategies 218 Actions 9 years to achieve Achieved Through: - 100,000 200,000 300,000 400,000 500,000 600,000 700,000 800,000 2019 2020 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030Greenhouse Gas Emissions (MTCO2e)Progress Toward Community-wide Goal Buildings Transportation Waste Water Progress Toward Goal Climate Action Plan Goals Reduce community-wide greenhouse gas emissions 45% by 2030, and achieve net zero emissions by 2050 15% reduction achieved as of 2021 GHG inventory Biennial GHG inventory underway for 2023 progress 2030 Goal 45% Reduction 2021 Progress 15% reduction City of Edina’s Municipal Emissions Emissions Source 2019 2021 % Change Drivers of Change Electricity 3,970 672 -83%Efficiency projects, renewable energy subscriptions, grid decarbonization Natural Gas 3,213 2,880 -10%Efficiency projects, warmer winter Transportation 1,214 1,375 +13%Increased vehicle usage/miles traveled Solid Waste 161 127 -21%Decrease estimated waste generation Water & Wastewater 1,980 1,762 -11%Decrease in energy consumption associated with treatment Total Municipal Emissions 10,538 6,816 -35% Municipal emissions represent 1% of total community-wide emissions Achieving Our Climate Action Plan Goals Accountability •Reporting •Online Dashboard •Biennial GHG Inventory Awareness •Communications •Outreach Activation •Events •Workshops •Incentives Conservation and Sustainability (CAS) Fund •Supports implementation of Climate Action Plan strategies •Primarily funded through utility franchise fee revenue •Balance rolls over year-to-year •76% of 2023 expenses were for City vehicle, infrastructure and capital investment to electrify and increase energy efficiency 2022 2023 % Change CAS Fund Franchise Fee Revenue $961,200 $963,000 0% CAS Fund Expenditures $846,900 $1,682,800 +99% CAP Sectors & Implementation Progress Transportation & Land Use Buildings & Energy Waste Management Water & Wastewater Local Food & Agriculture Greenspace & Trees Climate Health & Safety Climate Economy 2023 Accomplishments New Sustainability Specialist position to staff grow capacity GreenCorps Member host site for CAP outreach Xcel Energy Green Power subscription to meet municipal 100% renewable electricity goal Electrify Everything workshops focused on home electrification Climate Action Fund cost-share for 39 projects Community events (Clothing Swap, Arbor Day, Tree Sale) Fleet electrification with 4 EV and 3 PHEV vehicles 6 EV charging stations (2 available to public) Efficient Buildings Ordinance and Sustainable Building Policy Implementation Facility efficiency upgrades (City Hall, Edinborough Park, Parks & Utility buildings) Studies for fleet electrification, solar suitability, and EV charging $1.3 million awarded for forestry, parks and transportation CAP strategies Ordinance amendments for tree protection and turf/weed/natural areas Adopted Carry-out Bag Fee Ordinance NextGen Trees Initiative implementation (465 trees planted) Implementation Progress Transportation & Land Use 28 strategies total 11 underway or completed (40%) •Successes •Green fleet policy •EV charging infrastructure deployment •Resilient homes grants targeting NOAH properties near transit •Fleet electrification study for medium and heavy-duty fleet •Collaboration with U of M and Metropolitan Council on analysis to meeting transportation emissions goals Implementation Progress Buildings & Energy 46 strategies total 22 underway or completed (48%) •Successes •Efficient Buildings Ordinance and Sustainable Building Policy •City efficiency projects (Lighting upgrades, Building Automation System, HVAC) •Solar and EV Suitability studies •100% renewable electricity for municipal buildings •Climate Action Fund cost-share •Electrify Everything workshops and engagement Implementation Progress Natural Systems (Waste, Water, Greenspace) 68 strategies total 31 underway or completed (45%) •Successes •Organics Recycling program participation •Green To Go Packaging and Carry-out Bag Fee ordinances •Morningside Flood Project •NextGen Trees Initiative •Residential Tree Protection Ordinance update •Turf and Weed Ordinance enforcement update Human Systems (Local Food & Agriculture, Climate Health & Safety, Climate Economy) 63 strategies total 10 underway or completed (16%) •Successes •Sustainability financing and incentives •Community gardens •Weber Park food forest •Edina Public Health Division collaborations and partnerships Implementation Challenges Limited staff capacity to tackle 200+ actions Some strategies outside of City scope (e.g., building code updates) and sphere of influence is limited Delay in funding opportunities to make projects cost-effective (e.g., IRA rebates coming 2025+) Individual actions result in small incremental changes that aren’t realized right away Land use and density strategies impact future projects, not what’s happening now Behavior change opportunities are hard for reducing energy use, conserving water, and reducing waste https://performance.envisio.com/dashboard/ClimateActionPlan-Edina/ CAP Sectors & Focusing Our Efforts Transportation & Land Use Buildings & Energy Waste Management Water & Wastewater Local Food & Agriculture Greenspace & Trees Climate Health & Safety Climate Economy 97% of Emissions Reduction Need Climate Resilience and Equity 3% of Emissions Reduction Need Looking Ahead 2024 •Biofuel retrofits for heavy-duty fleet •Completing solar and EV charging studies •Continued education and outreach •City facility energy efficiency projects •Grant project implementation •Biennial GHG inventory 2025 •Ongoing policy and program implementation •Mid-point CAP evaluation informed by GHG inventory and other studies 2026–2030 •Implementation based on 2025 evaluation Buildings 41% Transportation 56% Waste 2% Water 1% GHG Reductions Needed by 2030 209,400 MTCO2e EdinaMN.gov Thank you! Date: May 21, 2024 Agenda Item #: VIII.A. To:Mayor and City Council Item Type: Report / Recommendation From:Kari Sinning, Deputy City Clerk Item Activity: Subject:PUBLIC HEARING: New On-Sale Intoxicating and Sunday Sale Liquor Licenses for Hope Edina, LLC dba Hope Breakfast Bar Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve new On-Sale Intoxicating and Sunday Sale liquor licenses for Hope Edina, LLC dba Hope Breakfast Bar. INTRODUCTION: Hope Edina, LLC dba Hope Breakfast Bar is a new restaurant opening at 7585 France Ave S. The applicant has applied for On-Sale Intoxicating and Sunday Sale liquor licenses. Planning, Health, Administration and P olice department staff reviewed the application and find that it complies with city code requirements. A background investigation was completed by the Police Department and is attached. Staff recommends approval of the liquor licenses and request approval immediately, an exception to the two- meeting public hearing process. ATTACHMENTS: Description Background Summary BACKGROUND INVESTIGATION SUMMARY ON-SALE LIQUOR LICENSE FULL AND ON-SALE SUNDAY Establishment: License: INTOXICATING LIQUOR LICENSE Hope Edina, LLC: Hope Breakfast Bar On-Sale Liquor License and On-Sale Sunday Intoxicating Liquor License In April of 2024, the Edina Police Department began a background investigation relating to a City of Edina application for an On-Sale Liquor License and On-Sale Sunday Intoxicating Liquor License. The application was submitted by Hope Edina, LLC: Hope Breakfast Bar. Hope Edina, LLC: Hope Breakfast Bar will operate from 7585 France Ave. S., Edina. Hope Edina, LLC: Hope Breakfast Bar is authorized to do business in Minnesota and is registered with the State of Minnesota. Hope Edina, LLC: Hope Breakfast Bar is currently active and in good standing with the Minnesota Secretary of State. Hope Edina, LLC: Hope Breakfast Bar and/or its representatives are aware of the City ofEdina's requirement relating to employee alcohol awareness training. The training will be completed prior to opening - date TBD. Owners/Partners/Members: Hope Edina, LLC: Hope Breakfast Bar: Robert Brian IngramJeffrey Jay Bornmann Saint Paul, MN Saint Paul, MN The owners/partners/members have been investigated. Nothing of note was located. Checks were made with the following agencies: NCIC MINCIS Hennepin County Minnesota Secretary of State Minnesota Alcohol and Gambling Enforcement Division Sgt. David Boosalis #190 Date: May 21, 2024 Agenda Item #: VIII.B. To:Mayor and City Council Item Type: Report / Recommendation From:Kari Sinning, Deputy City Clerk Item Activity: Subject:PUBLIC HEARING: New On-Sale Intoxicating and Sunday Sale Liquor Licenses for Puttshack Minneapolis Southdale, LLC dba Puttshack Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve new On-Sale Intoxicating and Sunday Sale liquor licenses for Puttshack Minneapolis Southdale, LLC dba Puttshack. INTRODUCTION: Puttshack Minneapolis Southdale, LLC dba Puttshack is a new restaurant opening in Southdale Mall at 330 Southdale Center. The applicant has applied for On-Sale Intoxicating and Sunday Sale liquor licenses. Planning, Health, Administration and P olice department staff reviewed the application and find that it complies with city code requirements. A background investigation was completed by the Police Department and is attached. Staff recommends approval of the liquor licenses and request approval immediately, an exception to the two- meeting public hearing process. ATTACHMENTS: Description Background Summary BACKGROUND INVESTIGATION SUMMARY ON-SALE LIQUOR LICENSE FULL AND ON-SALE SUNDAY INTOXICATING LIQUOR LICENSE Establishment: License: Puttshack Minneapolis Southdale LLC: Puttshack On-Sale Liquor License and On-Sale Sunday Intoxicating Liquor License In April of 2024, the Edina Police Department began a background investigation relating to a City of Edina application for an On-Sale Liquor License and On-Sale Sunday Intoxicating Liquor License. The application was submitted by Puttshack Minneapolis Southdale, LLC: Puttshack. Puttshack Minneapolis Southdale LLC: Puttshack will operate from 330 Southdale Center, Edina. Puttshack Minneapolis Southdale LLC: Puttshack is authorized to do business in Minnesota and is registered with the State of Minnesota. Puttshack Minneapolis Southdale LLC: Puttshack is currently active and in good standing with the Minnesota Secretary of State. Puttshack Minneapolis Southdale LLC: Puttshack and/or its representatives are aware of the City ofEdina's requirement relating to employee alcohol awareness training. The training will be completed prrior to opening - date TBD. Owners/Partners/Members: Puttshack Minneapolis Southdale LLC: Puttshack: David Neil Diamond Logan Gray PowellJoseph Michael Vrankin Chicago, IL Lebanon, TN Naperville, IL The owners/partners/members have been investigated. Nothing of note was located. Checks were made with the following agencies: NCIC MINCIS Hennepin County Minnesota Secretary of State Minnesota Alcohol and Gambling Enforcement Division Sgt. David Boosalis #190 Date: May 21, 2024 Agenda Item #: IX.A. To:Mayor and City Council Item Type: Report / Recommendation From:Sharon Allison, City Clerk Item Activity: Subject:Resolution No. 2024-39: Accepting Donations Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Resolution No. 2024-39 accepting donations. INTRODUCTION: To comply with State Statute, all donations to the City must be accepted by resolution and approved by two- thirds majority of the Council. See attached resolution with list of donations. ATTACHMENTS: Description Resolution No. 2024-39: Accepting Donations RESOLUTION NO. 2024-39 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. Braemar Golf Course Doug Polich $200.00 Memorial Fund Centennial Lakes Rene Chang $3,200.00 Memorial Bench Catherin Lanman $4,200.00 Memorial Bench Edina Senior Center Games by James Gift Card Prize for Jigsaw Puzzle Competition Event Senior Community Guide 25 Lunch & Learn Making Your Home More Accessible Send Off 15 Lunch & Learn Funerals Reimagined Senior Community Guide 29 Lunch & Learn All Kinds of Homecare Home Instead 27 Lunch & Learn The Beat Goes On Betty Gustafson $79.00 General Use Anonymous $20.00 General Use Police Department Edina Community Foundation $2,587.00 Police Community Impact Fund Dated: May 21, 2024 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 21, 2024, and as recorded in the Minutes of said Regular Meeting. WITNESS my hand and seal of said City this _______ day of ___________________, 2024. City Clerk Date: May 21, 2024 Agenda Item #: IX.B. To:Mayor and City Council Item Type: Report / Recommendation From:Cary Teague, Community Development Director Item Activity: Subject:Ordinance No. 2024-03, Resolution No. 2024-30 & 2024-33, Comprehensive Plan Amendment, Rezoning and Subdivision, 5120 & 5124 Hankerson Avenue Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Per the Planning Commission recommendations for approval: 1) Adopt Resolution No. 2024-33 approving the Comprehensive Plan Amendment. 2) Adopt Resolution No. 2024-30 approving Preliminary Rezoning to PUD- 20 and Subdivision/Preliminary P lat; and 3) Grant first reading of Ordinance No. 2024-03. INTRODUCTION: Donnay Homes Inc. is proposing to tear down two existing single-dwelling units to build two double dwelling units/townhomes at 5120 and 5124 Hankerson Avenue. The development would gain access off the alley on the west side of the properties similar to the townhomes to the south. The subject properties are zoned R-1, Single Dwelling unit District. T he site is guided low density residential, which allows between 1-5 units per acre. T he properties are 19,468 square feet in size total (9,769 and 9,699 s.f. each). The proposed density of this project is 9 units per acre. See attached applicant narrative and plans. To accommodate the proposal, the applicant is requesting the following: A Comprehensive P lan Amendment to re-guide the site from Low Density Residential to Medium Density Residential, which would allow 5-12 units per acre. A Rezoning from R-1, Single-Dwelling Unit District to PUD-20, P lanned Unit Development, to be part of the adjacent Grandview Townhome P UD. Flexibility through the PUD would be for structure setback, building coverage and lot area per dwelling, to match the existing PUD to the south. Subdivision/Preliminary Plat. The Planning Commission recommends the City Council approve the requests: Vote: 6 Ayes and 3 Nays. ATTACHMENTS: Description Planning Commission Staff Report - April 30, 2024 Engineering Memo Report from Affordable Housing Development Manager Proposed Plans Applicant Narrative Site Location, Zoning and Comp. Plan Sketch Plan Bike and Pedestrian Plan Pyramid of Discretion in the Land Use Process Resolution No. 2024-30 (Approval) Resolution No. 2024-30 (Denial) Resolution No. 2024-33 (Approval) Resolution No. 2024-33 (Denial) Draft Ordinance No. 2024-03 Hankerson Rezoning Plan Amendment Presentation Better Together Public Input Report Additional Developer Comments Donnay Homes Inc. is proposing to tear down two existing single-dwelling units to build two double dwelling units/townhomes at 5120 and 5124 Hankerson Avenue. The development would gain access off the Alley on the west side of the properties similar to the townhomes to the south. The subject properties are zoned R-1, Single Dwelling unit District. The site is guided low density residential, which allows between 1-5 units per acre. The properties are 19,468 square feet in size total (9,769 and 9,699 s.f. each). The proposed density of this project is 9 units per acre. (See attached applicant narrative and plans.) To accommodate the proposal, the applicant is requesting the following applications: A Comprehensive Plan Amendment to re-guide the site from Low Density Residential to Medium Density Residential, which would allow 5-12 units per acre. A Rezoning from R-1, Single-Dwelling Unit District to PUD-20, Planned Unit Development, to be part of the adjacent Grandview Townhome PUD. Flexibility through the PUD would be for structure setback, building coverage and lot area per dwelling, to match the existing PUD to the south. Subdivision/Preliminary Plat. Attached is the “pyramid of discretion.” This project is within the “green” zone, meaning this is a legislative decision in which the City has significant discretion when reviewing this application. April 11, 2024 Planning Commission Cary Teague, Community Development Director Comprehensive Plan Amendment, Rezoning and Subdivision – 5120 & 5124 Hankerson Avenue Information / Background: STAFF REPORT Page 2 SUPPORTING INFORMATION Surrounding Land Uses Northerly: Single-family homes; zoned R-1, Single Dwelling Unit District and guided low density residential. Easterly: Wells Fargo Bank; zoned PCD-2, Planned Commercial District and guided MXC, Mixed Use Center. Southerly: High Density Residential Apartment; zoned PRD-3, Planned Residential District; and guided High Density Residential. Westerly: Single-family homes; zoned R-1, Single Dwelling Unit District and guided low density residential. Existing Site Features The subject properties total 19,468 square feet in size and contain two single family homes. Planning Guide Plan designation: LD, Low Density Residential Zoning: R-1, Single-Dwelling Unit District Parking Each unit would have two enclosed parking spaces. Limited parking space would be available in front of the garages, and on the street. The project would be code compliant with two enclosed spaces per unit. Site Circulation Access to all the housing units would be off the alley in the back of the homes. There are no sidewalks in this area, and no sidewalk is proposed on the City’s pedestrian plan. The capacity of the existing street would support the addition of two units on this block. The level of service would not be impacted. (See attached pedestrian plan.) Landscaping Based on the perimeter of the site 14 over-story trees would be required. The site plan shows 16 existing and proposed over-story trees around the perimeter of the site. Grading/Drainage/Utilities The city engineer has reviewed the proposed plans and found them to be acceptable subject to the comments and conditions outlined in the attached engineering memo. Any approvals of this project would be subject to review and approval of the Nine Mile Creek Watershed Districts, as they are the City’s review authority over the grading of the site. STAFF REPORT Page 3 Building/Building Material The building materials would be a composite siding similar and complementary to the existing townhomes to the south. The walkways and front stoops would be concrete, driveways asphalt, and garage doors paneled. (See attached renderings.) Height The proposed height is 1-1/2 stories and would meet the standards for height in the R-1 District as well as the PUD District. Compliance Table City Standard (R-1/PRD) PUD-20 Proposed Front – Hankerson Ave. Side – North Side – South Rear – West 30-35 feet 10 feet 10 feet 25 feet 35 feet (porch 30’) 12 feet 12 feet 20 feet 35 feet (porch 30’) 17 feet 10 feet 20 feet* Building Height 2-1/2 stories & 35 feet 2-1/2 stories & 33 feet 1-1/2 stories & 25 feet Building Coverage .30 .45 .40* Impervious Surface .50 -- .50 Density – Comp. Plan 1-5 units per acre 5-12 units per acre (Comp Plan) 9** Density – PRD-3 District 1 unit per 2,900 s.f. = 6 units 4 units *Flexibility through the PUD (meets PUD standard) **Comprehensive Plan Amendment Required STAFF REPORT Page 4 Comprehensive Guide Plan Amendment To accommodate the request, a Comprehensive Plan amendment is requested to Medium Density Residential. The Medium Density Residential District allows between 5-12 units per acre. The map below shows how the Comprehensive Plan would be amended to accommodate the change in designation. The proposed amendment is reasonable given its proximity to the Grandview District. The property to the south is guided medium density residential and the east is property guided MXC Mixed Use Center. 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 Site Proposed Land Use Plan Change STAFF REPORT Page 5 PUD Rezoning The applicant is requesting a rezoning of this site to PUD, Planned Unit Development District (See attached draft PUD Ordinance.) The findings below are the same as the findings for the approved PUD District to the south, which this project would be part of. Per Chapter 36 of the City Code the following are the regulations for a PUD: 1. Purpose and Intent. The purpose of the PUD District is to provide comprehensive procedures and standards intended to allow more creativity and flexibility in site plan design than would be possible under a conventional zoning district. The decision to zone property to PUD is a public policy decision for the City Council to make in its legislative capacity. The purpose and intent of a PUD is to include most or all of the following: a. provide for the establishment of PUD (planned unit development) zoning districts in appropriate settings and situations to create or maintain a development pattern that is consistent with the City's Comprehensive Plan; b. promote a more creative and efficient approach to land use within the City, while at the same time protecting and promoting the health, safety, comfort, aesthetics, economic viability, and general welfare of the City; c. provide for variations to the strict application of the land use regulations in order to improve site design and operation, while at the same time incorporate design elements that exceed the City's standards to offset the effect of any variations. Desired design elements may include: sustainable design, greater utilization of new technologies in building design, special construction materials, landscaping, lighting, stormwater management, pedestrian oriented design, and podium height at a street or transition to residential neighborhoods, parks or other sensitive uses; d. ensure high quality of design and design compatible with surrounding land uses, including both existing and planned; e. maintain or improve the efficiency of public streets and utilities; f. preserve and enhance site characteristics including natural features, wetland protection, trees, open space, scenic views, and screening; g. allow for mixing of land uses within a development; h. encourage a variety of housing types including affordable housing; and STAFF REPORT Page 6 i. ensure the establishment of appropriate transitions between differing land uses. The project would simply be an extension of the existing PUD Zoning District to the south. The structures would step down from the existing townhomes that are two stories, toward the single- family homes to the north and west to better transition into the neighborhood. The buildings provide an appropriate transition from the high-density development to the south (apartments) to the existing 4-unit, two-story townhomes to these one-story townhomes/duplexes to the single- family homes to the north. The project would provide a housing type the City has not seen much development of. It is an extension of “missing middle” type housing option identified in the Comprehensive Plan. “Examples of housing types may include “missing middle” housing options – a range of multi-unit or clustered housing types compatible in scale with single-family homes that help meet the growing demand for walkable urban living. These housing options may include co-housing, duplexes, triplexes, fourplexes, and other smaller scale multifamily types. Ways to reduce housing costs could include modular building.” 2. Applicability/Criteria a. Uses. All permitted uses, permitted accessory uses, conditional uses, and uses allowed by administrative permit contained in the various zoning districts defined in this Title shall be treated as potentially allowable uses within a PUD district, provided they would be allowable on the site under the Comprehensive Plan. The Medium Density classification of the site suggests “attached housing (townhouses, quads, etc.) and multi-family complexes of moderate density.” b. Eligibility Standards. To be eligible for a PUD district, all development should be in compliance with the following: i. where the site of a proposed PUD is designated for more than one (1) land use in the Comprehensive Plan, the City may require that the PUD include all the land uses so designated or such combination of the designated uses as the City Council shall deem appropriate to achieve the purposes of this ordinance and the Comprehensive Plan; The proposal would not include a mixture of land uses. However, it would include a housing type that the City has not seen much construction of over the past 20 years. As described above would provide “missing middle” type housing. ii. any PUD which involves a single land use type or housing type may be permitted provided that it is otherwise consistent with the objectives of this ordinance and the Comprehensive Plan; Staff believes this housing development provides a housing type that is needed in the Comprehensive Plan. (See Comprehensive Plan findings on pages 7-10 below.) STAFF REPORT Page 7 iii. permitted densities may be specifically stated in the appropriate planned development designation and shall be in general conformance with the Comprehensive Plan; and The proposed building density would be 9 units per acre and consistent with the Medium Density Designation in the Comprehensive Plan. The density of the existing Hankerson Townhomes is 11.9 units per acre. iv. the setback regulation, building coverage and floor area ratio of the most closely related conventional zoning district shall be considered presumptively appropriate, but may be departed from to accomplish the purpose and intent described in #1 above. The proposed project would require variances from the standards in the R-1 District, however, would be consistent with the PUD-20 regulations. For the reasons stated above, staff believes the purpose and intent of the PUD Ordinance is met. Subdivision The applicant is proposing to divide the parcel into four lots so that each building is located on its own lot. The proposed plat would be similar to, and a continuation of the Grandview Townhome plat to the south. 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 subdivided. The City has studied this demand and concluded that new projects generally create additional park demand of $5,000 per lot. Two new lots are being proposed, therefore, a park dedication of $10,000 would be required. PRIMARY ISSUES/STAFF RECOMMENDATION Primary Issues Is the Comprehensive Plan Amendment reasonable? Yes. Staff believes the proposal is reasonable for the following reasons: 1. The proposed project would meet the following goals and policies of the Comprehensive Plan: a. Multifamily Residential Single-Family Attached. This land use consists of residential units with common walls, where each unit has direct exterior access. In Edina the most common buildings of this type are townhouses and duplexes (two-family dwellings). Townhouses tend to be clustered close to highway or major road corridors, STAFF REPORT Page 8 while duplexes are often found in narrow strips along major thoroughfares such as Vernon and France Avenues and serve as a buffer for adjacent single-family neighborhood detached housing. b. Multifamily. Multifamily developments are concentrated primarily along the main traffic arteries and are generally located toward the edges of the city, often in proximity to retail business establishments. Concentrations of multifamily developments are found along York Avenue, France Avenue, Vernon Avenue, Lincoln Drive, and Cahill Road. c. Integration of multi-unit housing into transitional areas. In the past, duplexes were located along many major thoroughfares in Edina as a kind of buffer or transition to the adjacent single-family housing. Today this housing type is in need of updating or replacement in many locations, and high land and redevelopment costs create pressure for higher-density housing types. Townhouse complexes have been constructed in locations such as north France Avenue. The challenge is that in many locations the duplexes are only one lot deep, which makes it difficult to provide an adequate transition to single-family scale. d. Single-family characteristics. Attached and multifamily housing should emulate single-family housing in its basic architectural elements – pitched roofs, articulated facades, visible entrances, porches or balconies. Taller buildings should step down to provide a height transition to existing adjacent residential buildings. Multifamily housing can be scaled to be compatible with lower density neighborhoods. Multifamily housing can emulate architectural elements of neighborhood context. STAFF REPORT Page 9 e. Level of formality. Design the front and back facades with appropriate levels of formality. The front, as the more public side of the house, will receive the more formal treatment, with the main entrance, porch or steps and landscaping, while trash/recycling storage, play equipment and outdoor storage should be located in the back. f. Parking to the rear. Where rear-loaded or detached garages predominate, parking spaces and garages should be located to the rear of the lot or interior of the block. If this is infeasible, garages should be recessed some distance behind the main façade of the house and surface parking should be placed within side yards to the extent feasible. g. Maintaining community character. With the changing ways people are living, working, and using spaces, there will be changes in how land uses function – both in new and renovated spaces. Edina is frequently on the forefront of innovative practices, particularly related to sustainability and technology. However, this will require some flexibility in development standards. One of the goals of innovating may be to find ways to accommodate missing housing types or to let housing be produced more affordably. Examples of housing types may include “missing middle” housing options – a range of multi-unit or clustered housing types compatible in scale with single-family homes that help meet the growing demand for walkable urban living. These housing options may include co-housing, duplexes, triplexes, fourplexes, and other smaller scale multifamily types. Ways to reduce housing costs could include modular building styles that take advantage of efficiencies in the construction process. h. Future Housing Needs. Edina’s Cities of the Future (2015) report described trends that are shaping the demand for housing in the city. It envisions a future where housing is integrated into mixed use neighborhoods, better meeting the needs of smaller households with fewer children, and an aging population. Characteristics of new housing may include: New housing options primarily are provided as attached (multifamily) apartments and townhouses and small detached lots, with a variety of sizes, uses, and resident types. 2. The proposed amendment is reasonable given its proximity to the Grandview District. The property to the south is guided medium and high density residential and the east is property guided MXC Mixed Use Center. 3. The proposed amendment would allow a development that would create a reasonable land use transition to the single-family residential area to the north. High Density Development is located to the south and east, by developing townhouses at the same height as would be allowed in the single-dwelling unit district would provide a transition and buffer to the single-family homes to the north. Parking to the rear can create attractive pedestrian oriented environments. STAFF REPORT Page 10 4. The Medium-Density Residential District allows between 5-12 units per acre. The proposal is 9 units per acre. 5. A pedestrian and street connection with Vernon Avenue to Jerry’s is proposed in the Grandview Development Framework and Grandview Transportation Study. (See attached pages from both studies.) Higher Densities are typically found near or on streets with higher traffic volume like Vernon Avenue. The Illustration is a rendering of that future connection from the Grandview Transportation Study: 6. Additional density would support the retail uses in the district. Is the Rezoning to PUD reasonable? Yes. Staff believes the proposed Rezoning is reasonable for the following reasons: 1. Zoning would provide an appropriate transition from the apartments to the south to the duplexes and single-family homes to the west and north. Proposed heights and setbacks are consistent with the R-1 Zoning to the north. 2. The proposal would meet the PUD criteria in Chapter 36, as outlined on pages 5-7 above, the same as the existing PUD was found to meet the criteria. 3. The proposed project would meet the goals and policies of the Comprehensive Plan as listed above on pages 7-9. 4. The site is unique in its proximity to the Grandview District and higher density development. A recommendation in the Grandview Transportation Plan is that a 52nd Street pedestrian and/or vehicular connection be made to Vernon Avenue. Higher densities are typically located on higher capacity streets and commercial areas. Site STAFF REPORT Page 11 5. The proposed buildings have been designed to fit the neighborhood and would provide a reasonable transition from the high-density apartments to the south and bank to the east. 6. Rezoning would extend the existing PUD District and would allow for a housing type needed in the City of Edina. Options for consideration As noted in the above review, staff is recommending approval of the request. However, a case can be made for both approval and denial. Because the request is for a Comprehensive Plan Amendment and Rezoning, the City has significant discretion to approve or deny when reviewing this application. Below provide options for the planning commission and city council to consider: Denial Comprehensive Plan Recommend the City Council deny the Comprehensive Plan Amendment to re-guide the site from low density attached to medium density. Denial is based on the following findings: 1. The proposed density is too high for the site. Land uses to the west and north are low density residential. Introducing medium density residential is not reasonable for the middle of this block. 2. This neighborhood is isolated from the Grandview District. The connection from 52nd Street to Vernon has not yet been made. 3. Reasonable use of the property exists today with two single-family residential homes. Rezoning Recommend the City Council Deny the Rezoning. Denial is based on the following findings: 1. The existing two single family homes are reasonable uses of the existing properties. 2. The proposed density is too high for the site. 3. Building coverage is too high for this site. 4. The proposal does not meet the criteria for a PUD, Planned Unit Development. 5. The prosed rezoning is not consistent with the Comprehensive Plan. STAFF REPORT Page 12 Approval Comprehensive Plan Recommend the City Council approve the Comprehensive Plan Amendment to re-guide the site from low density attached to medium density, which would allow the proposed 9 units per acre. Approval is based on the following findings: 1. The proposed amendment is reasonable given its proximity to the Grandview District. The property to the south is guided medium density residential and the east is property guided MXC Mixed Use Center. 2. The proposed amendment would allow a development that would create a reasonable land use transition to the single-family residential area to the north. Developing townhouses/duplexes at the same height as would be allowed in the single-dwelling unit district would provide a good transition to the single-family homes to the north. 3. Additional density would help support the retail uses in the district. 4. The Medium-Density Residential District allows between 5-12 units per acre. The proposal is 9 units per acre. 5. The proposed project would meet the following goals and policies of the Comprehensive Plan: a. Multifamily Residential Single-Family Attached. This land use consists of residential units with common walls, where each unit has direct exterior access. In Edina the most common buildings of this type are townhouses and duplexes (two-family dwellings). Townhouses tend to be clustered close to highway or major road corridors, while duplexes are often found in narrow strips along major thoroughfares such as Vernon and France Avenues and serve as a buffer for adjacent single-family neighborhood detached housing. b. Multifamily. Multifamily developments are concentrated primarily along the main traffic arteries and are generally located toward the edges of the city, often in proximity to retail business establishments. Concentrations of multifamily developments are found along York Avenue, France Avenue, Vernon Avenue, Lincoln Drive, and Cahill Road. c. Integration of multi-unit housing into transitional areas. In the past, duplexes were located along many major thoroughfares in Edina as a kind of buffer or transition to the adjacent single-family housing. Today this housing type is in need of updating or replacement in many locations, and high land and redevelopment costs create pressure for higher-density housing types. Townhouse complexes have been constructed in locations such as north France Avenue. The challenge is that in many locations the duplexes are only one lot deep, which makes it difficult to provide an adequate transition to single-family scale. STAFF REPORT Page 13 d. Single-family characteristics. Attached and multifamily housing should emulate single- family housing in its basic architectural elements – pitched roofs, articulated facades, visible entrances, porches or balconies. Taller buildings should step down to provide a height transition to existing adjacent residential buildings. e. Level of formality. Design the front and back facades with appropriate levels of formality. The front, as the more public side of the house, will receive the more formal treatment, with the main entrance, porch or steps and landscaping, while trash/recycling storage, play equipment and outdoor storage should be located in the back. f. Parking to the rear. Where rear-loaded or detached garages predominate, parking spaces and garages should be located to the rear of the lot or interior of the block. If this is infeasible, garages should be recessed some distance behind the main façade of the house and surface parking should be placed within side yards to the extent feasible. g. Maintaining community character. With the changing ways people are living, working, and using spaces, there will be changes in how land uses function – both in new and renovated spaces. Edina is frequently on the forefront of innovative practices, particularly related to sustainability and technology. However, this will require some flexibility in development standards. One of the goals of innovating may be to find ways to accommodate missing housing types or to let housing be produced more affordably. Examples of housing types may include “missing middle” housing options – a range of multi-unit or clustered housing types compatible in scale with single-family homes that help meet the growing demand for walkable urban living. These housing options may include co-housing, duplexes, triplexes, fourplexes, and other smaller scale multifamily types. Ways to reduce housing costs could include modular building styles that take advantage of efficiencies in the construction process. h. Future Housing Needs. Edina’s Cities of the Future (2015) report described trends that are shaping the demand for housing in the city. It envisions a future where housing is integrated into mixed use neighborhoods, better meeting the needs of smaller households with fewer children, and an aging population. Characteristics of new housing may include: New housing options primarily are provided as attached (multifamily) apartments and townhouses and small detached lots, with a variety of sizes, uses, and resident types. Rezoning & Subdivision Recommend the City Council Approve the Rezoning to PUD, Preliminary Site Plan and Subdivision. Approval is based on the following findings: 1. The site is unique in its proximity to the Grandview District and higher density development. A recommendation in the Grandview Transportation Plan is that 52nd Street connect to Vernon STAFF REPORT Page 14 Avenue by pedestrian or vehicle. Higher densities are typically located on higher capacity streets and commercial areas. 2. The proposed buildings have been designed to fit the neighborhood and would provide a reasonable transition from the high-density apartments to the south and bank to the east. 3. The front setbacks would be consistent to the single-family homes to the north. 4. Provides a housing type not being developed in the City. 5. The proposed project would meet the following goals and policies of the Comprehensive Plan: a. Multifamily Residential Single-Family Attached. This land use consists of residential units with common walls, where each unit has direct exterior access. In Edina the most common buildings of this type are townhouses and duplexes (two-family dwellings). Townhouses tend to be clustered close to highway or major road corridors, while duplexes are often found in narrow strips along major thoroughfares such as Vernon and France Avenues and serve as a buffer for adjacent single-family neighborhood detached housing. b. Multifamily. Multifamily developments are concentrated primarily along the main traffic arteries and are generally located toward the edges of the city, often in proximity to retail business establishments. Concentrations of multifamily developments are found along York Avenue, France Avenue, Vernon Avenue, Lincoln Drive, and Cahill Road. c. Integration of multi-unit housing into transitional areas. In the past, duplexes were located along many major thoroughfares in Edina as a kind of buffer or transition to the adjacent single-family housing. Today this housing type is in need of updating or replacement in many locations, and high land and redevelopment costs create pressure for higher-density housing types. Townhouse complexes have been constructed in locations such as north France Avenue. The challenge is that in many locations the duplexes are only one lot deep, which makes it difficult to provide an adequate transition to single-family scale. d. Single-family characteristics. Attached and multifamily housing should emulate single- family housing in its basic architectural elements – pitched roofs, articulated facades, visible entrances, porches or balconies. Taller buildings should step down to provide a height transition to existing adjacent residential buildings. e. Level of formality. Design the front and back facades with appropriate levels of formality. The front, as the more public side of the house, will receive the more formal treatment, with the main entrance, porch or steps and landscaping, while trash/recycling storage, play equipment and outdoor storage should be located in the back. f. Parking to the rear. Where rear-loaded or detached garages predominate, parking spaces and garages should be located to the rear of the lot or interior of the block. If STAFF REPORT Page 15 this is infeasible, garages should be recessed some distance behind the main façade of the house and surface parking should be placed within side yards to the extent feasible. g. Maintaining community character. With the changing ways people are living, working, and using spaces, there will be changes in how land uses function – both in new and renovated spaces. Edina is frequently on the forefront of innovative practices, particularly related to sustainability and technology. However, this will require some flexibility in development standards. One of the goals of innovating may be to find ways to accommodate missing housing types or to let housing be produced more affordably. Examples of housing types may include “missing middle” housing options – a range of multi-unit or clustered housing types compatible in scale with single-family homes that help meet the growing demand for walkable urban living. These housing options may include co-housing, duplexes, triplexes, fourplexes, and other smaller scale multifamily types. Ways to reduce housing costs could include modular building styles that take advantage of efficiencies in the construction process. h. Future Housing Needs. Edina’s Cities of the Future (2015) report described trends that are shaping the demand for housing in the city. It envisions a future where housing is integrated into mixed use neighborhoods, better meeting the needs of smaller households with fewer children, and an aging population. Characteristics of new housing may include: New housing options primarily are provided as attached (multifamily) apartments and townhouses and small detached lots, with a variety of sizes, uses, and resident types. 6. The plat would be similar to the townhome plat to the south. Approval is subject to the following Conditions: 1. The Final Development Plans must be consistent with the Preliminary Development Plans dated March 4, 2024. 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. The property owner is responsible for replacing any required landscaping that dies after the project is built. 3. Compliance with all the conditions outlined in the city engineer’s memo dated April 2, 2024. 4. Submit a copy of the Nine Mile Creek Watershed District permit. The City may require revisions to the approved plans to meet the district’s requirements. 5. Final Rezoning is contingent on the Metropolitan Council approval of the Comprehensive Plan Amendments. STAFF REPORT Page 16 6. Park dedication fee of $10,000 shall be due at the time of issuance of a building permit. 7. Compliance with the City’s Tree preservation Ordinance. Staff Recommendation Staff recommends approval of the Comprehensive Plan Amendment, Rezoning and Subdivision subject to the findings and conditions above. Deadline for a city decision: June 4, 2024 DATE: April 2, 2024 TO: Hankerson - Owner and Development Team CC: Cary Teague – Community Development Director FROM: Chad Millner P.E. - Director of Engineering Ross Bintner P.E. – Engineering Services Manager Ben Jore P.E. – Senior Project Engineer Andrew Scipioni, Transportation Planner Marisa Bayer, Sustainability Manager RE: HANKERSON – Development Review The Engineering Department has reviewed the subject property for pedestrian facilities, utility connections, grading, flood risk, and storm water. Plans reviewed included civil and landscape dated 3/11/24. General 1. Deliver as-built records of all utilities including storm, sanitary, and watermain for both public and private post construction. Survey 2. An existing and proposed site condition survey is required. 3. Show all existing and proposed public and private easements. Drainage & utility easements will be required. Traffic and Street 4. Construction staging and traffic control plans will be required. 5. Hankerson Ave and 52nd St W were milled and overlaid in 2019. Road patching shall conform to Edina Standard Plates 525, 542, and 544. Mill and overlay for one cohesive street repair. 6. 48 hrs notice is required for road closures related to construction operations. Complete the road closure form from the City’s website. Sanitary and Water Utilities 7. Due to individual ownership proposed, City is requiring one water and sanitary service per residential unit. Water service shall be a minimum of 1-inch. A minimum of 3’ horizontal spacing is required between water services. Applicant to make a straight connection from the curb stop/cleanout to the respective mains. 8. Remove all abandoned sanitary and water services to the main. 9. Domestic sanitary shall be sized by the developer’s engineer. 10. Sewer and water connection permits required for all connections. City staff to be present to inspect, cost to be paid by developer. 11. A SAC and WAC determination will be required and Met Council and City fees will be calculated from the determination. Storm Water Utility 26. Applicant proposes an underground chamber to meet the volume and rate control requirements. 27. Evidence of watershed district permit and copies of private maintenance agreement for storm water system in favor of watershed is required for building permit. 28. Retention system engineer required to verify construction of the underground retention systems done per plan. 29. Provide signed plan from underground retention system and confirm it is designed for 80,000lb fire truck load and outriggers. Grading Erosion and Sediment Control 30. A SWPPP has been submitted. SWPPP to be reviewed at building permit. Sustainability 26. Edina’s Climate Action Plan commits our community to reducing greenhouse gas emissions 45% by 2030 and achieve net-zero emissions by 2050. This project is encouraged to support our Climate Action Plan goals by: a. Participating in Xcel Energy’s Efficient New Homes program to build a more energy efficient home. b. Installing energy-efficient appliances and equipment, receiving rebates from Xcel Energy and CenterPoint Energy. c. Electrifying water-heating and heating equipment using heat pumps, receiving rebates from Xcel Energy and CenterPoint Energy. Other Agency Coordination 27. Nine Mile Creek Watershed permit is required. Plans should be submitted to them for comment. MDH, MPCA and MCES and others as required. TO: Cary Teague, Community Development Director FROM: Stephanie Hawkinson, Affordable Housing Development Manager DATE: April 9, 2024 RE: Hankerson Avenue Redevelopment Proposal Donay Homes is proposing the demolition of two single family homes at 5120/5124 Hankerson for the development of two side-by-side duplexes, thus increasing the number of housing units by two. Affordable Housing The Metropolitan Council establishes that a house is affordable to a household whose income is at 80% or below Area Median Income (AMI) if valued at no more than $290,300. Minnesota Housing and the Come Home 2 Edina down payment assistance programs (DPA) have purchase price limits set at $515,200. The current assessed values of 5120/5124 Hankerson are $425,420 and $434,249, which would qualify for the DPA but are not considered affordable to low-moderate income buyers. Although the term “Naturally Occurring Affordable Housing” or NOAH pertains to multifamily rental housing, it could be argued that the general concept applies to the two Hankerson houses for middle income homeownership opportunities (up to 115% of AMI). The replacement homes that are proposed to sell for $800K do not qualify as affordable by any standard, so this would be a loss of two moderately priced homes. However, if the project were denied, this developer or another, could demolish the homes and redevelop them as new single-family homes at higher price-points. Historically, the average value of a new single-family home from a teardown rebuild has exceeded $1.2 million. Support for Increasing Density According to the Federal Reserve Bank of Minneapolis, producing more homes is the single most effective way to ensure long-term housing affordability (based on economic supply/demand principles). The Comprehensive Plan and the Housing Strategy Task force both call for the development of “Missing Middle” housing, which provides increased density and housing supply through duplexes, tri-plexes, up to townhomes and small-scale apartments. The Comprehensive Plan states that “’Missing Middle’ housing encompasses housing between the scale of low and high densities, providing both an option to meet needs, and a built form type that can transition between adjacent districts of different levels of scale and intensity.” This type of housing is ideally suited in between commercial districts and single- family residential neighborhoods. The Housing Strategy Task Force report encourages the development of duplexes or Missing Middle Housing. They include “Support opportunities to accommodate Missing Middle housing within the city, defined as range of multi-unit or clustered housing types compatible in scale with single-family homes.” The Task Force also proposed a goal to consider zoning amendments that would expanding housing options, such as “consider[ing] zoning amendments in limited areas (such as transitional areas and activity nodes) and pursue zoning changes to encourage split lots to allow infill, to allow lot splits for infill, single-family ownership housing, detached or attached (zero lot line), on lots after splitting that are 50’ or wider (or 3,500 sf or larger).” This type of housing also has market also has market benefits. According to the Edina Maxfield Housing Study: “With the overall aging of the population, more households are looking for greater convenience and less space in their housing and are selecting twin homes, detached townhomes, and condominiums.” Recommendation Based on these approved plans, and the location adjacent to a commercial node, I recommend support of the proposal. Policy consideration When NOAH properties are lost to make way for higher market rate housing, consider incentives to encourage cost reductions of the new units without disincentivizing increased density. PDF created with pdfFactory Pro trial version www.pdffactory.com Submitted 03-01-2024 Planning Division PDF created with pdfFactory Pro trial version www.pdffactory.com Submitted 03-01-2024 Planning Division PDF created with pdfFactory Pro trial version www.pdffactory.com Submitted 03-01-2024 Planning Division PDF created with pdfFactory Pro trial version www.pdffactory.com Submitted 03-01-2024 Planning Division PDF created with pdfFactory Pro trial version www.pdffactory.com Submitted 03-01-2024 Planning Division tnh966.45tcc959.98tcc960.48tcc961.20tcc961.72tcc962.68tcc963.22tcc964.30tcc964.6016" 15964.626"965.3964.5964.522"964.414"964.214"965.316" 18965.7963.0964.4963.730"964.4965.0964.9965.9966.0966.6968.6966.5966.6966.6966.6966.5GGasMeter9" 11966.2967.1967.8967.7967.8967.3965.8964.412"963.912"964.9965.2965.3965.6962.9961.4962.0963.8963.1966.5965.5964.1965.2965.9964.2964.8965.8965.4965.7966.9967.1967.0968.3968.0966.0967.5966.0967.7967.6967.7967.7967.8967.8968.2968.0GGasMeter968.6967.1966.9967.0A/C968.6968.0968.0967.8968.0967.8967.4968.2968.1968.1968.1966.9967.8966.2967.2967.4967.3967.4966.2966.5965.6966.1965.4964.9965.5966.2965.4966.3968.1968.2968.0967.7967.9968.0968.3968.6968.2967.9968.1968.3 968.3968.5968.5968.5968.5968.1967.8967.912" 13967.925"968.0967.5967.5967.3967.3967.3EElec.Meter967.5967.6967.8968.0968.0967.918"968.8967.3967.8967.8967.8967.7967.9968.0A/C968.3968.3968.2EElec.Meter968.3968.1968.2968.3968.520"968.5968.7968.4968.1968.6968.8968.5968.8968.9969.0968.9968.9968.9968.9969.0969.0969.026.040.0 26.040.0 34.922.024.0 22.024.012.635.130.6 2.111.521.635.9 23.924.6 3.78.821.319.1 24.910.4 34.934.714.5 1414966964962 966964968968968 9689686.1 12.9HANKERSON AVENUEGGasMeterA/CEElec.MeterA L L E Y 60' R/W Width21.314.0WatermainSanitary Sewer ResidenceNo. 5124Concrete CurbW o o d p r i v a c y F e n c eConc. Stoop D e c kGaragetw963.1bw962.5tw963.5bw962.8tw964.6bw963.4tw964.3bw964.2W o o d p r i v a c y F e n c etw963.5bw962.9tw963.4bw962.0tw963.4bw962.0tw964.2bw963.6tw964.3bw963.7tw964.1bw963.7tw964.3bw963.8tw963.5bw962.3tw963.5bw962.5C o n c r e t eD r i v e w a yConc. walkResidenceNo. 5120GarageC o n c r e t eD r i v e w a yPaversConc. walkEgress wellsResidenceStoopConc. PaitoFireplaceEgress wellstw969.3bw967.7tw969.3bw967.7tw968.9bw967.7tw969.4bw967.7stoopstoop B i t u m i n o u sW o o d F e n c eSouth line of the North 12 of Lot 8FFE=969.4FFE=969.0North line of the South 1/2of Lot 5Bituminous SurfaceResidence No. 5134Residence No. 5132Residence No. 5136Residence No. 5138Top of Foundation = 969.1Garage Floor = 968.6Concrete Curb Adjoining Owner:Kevin Hagen & A L HagenAdjoining Owner:Cathy Clark90°3 ' S 00°07'17" E 150.00 N 89°49'56" E 130.13N 00°00'12" E 150.00N 89°49'57" E 130.46PostServServSCALE IN FEET0402060 Legal DescriptionLot 6 and the South Half of Lot 5, Block 9, BROOKSIDE HEIGHTS,Hennepin County, Minnesota.AndLot 7 and the North Half of Lot 8, Block 9, BROOKSIDE HEIGHTS,Hennepin County, Minnesota.Miscellaneous NotesProperty Address: 5120 & 5124 Hankerson Ave., Edina, MN 55436PID No.: 28-117-21-32-0144 & 28-117-21-32-0144Area of Parcel = 19,544 sq. ft.By graphic interpretation only, this property is in Flood Zone "X" (area of minimalflooding) per FEMA panel map number 27053C0361F, dated 11/04/2016Title insurance commitment showing property description and any encumbrancesof record not provided, survey subject to change.The only easements shown are from plats of record or information provided byclient.The land surveyed covers the entire parcel and there are no gaps or overlapswith adjacent parcels.Property located in Section 28, Township 117, Range 21, Hennepin County,MinnesotaBenchmark: Top nut of hydrant at Hankerson Ave. S. and 52nd Street W.Elevation = 957.621234566Surveyor:Demarc Surveying and Engineering7601 73rd Avenue N.Brooklyn Park, MN 55428Attn: Greg Praschphone: 763-560-3093e-mail: gregprasch@demarcinc.comDeveloper:Donnay Homes9655 63rd Avenue NorthMaple Grove, MN 55369Attn: Steve Benke612.290.5570Current Property Owner:Dennis Bornfleth5124 Hankerson AvenueEdina, MN 55436PersonnelDenotes Found Iron MonumentDenotes Iron Monument SetBollardLightPower PoleSanitary ManholeStorm ManholeWater ManholeCatch BasinGas MainUnderground CommunicationsUnderground ElectricSanitary SewerStorm SewerWatermainOverhead WiresSilt Fence or BiorollsExisting ContoursLegendF:\survey\brookside heights - henn\5-9-9 brkside hght - grandview townhome 2nd\01 Surveying - 90570\01 CAD\01 Source\01 Survey Base.dwg 1 OF 5SHEET NO.PROJECT: 90570ADRAWN BY:CHECKED BY:EXISTING CONDITIONSDONNAY HOMES9655 63rd Avenue NorthMaple Grove, MN 55369GRPSigned: ____________________________________________ Gregory R. Prasch Registration No. 24992I certify that this plan, specification, or report was prepared by me or under my directsupervision and that I am a duly Licensed land Surveyor under the laws of the State ofMinnesota.FIELD BY:?FB No: 1109-467601 73rd Avenue NorthMinneapolis, Minnesota 55428(763) 560-3093DemarcInc.comREVISION SUMMARYSURVEY FOR:DEVELOPMENT OF:TYPE OF SURVEY:GRANDVIEW TOWNHOMESOF EDINA 2ND ADDITION000.0x000.0Existing ElevationProposed ElevationProposed Surface DrainageProposed ContoursSHEET INDEX Sheet 1 - Existing Conditions Survey Sheet 2 - Site Plan Sheet 3 - Preliminary Plat Sheet 4 - Grading & Stormwater Erosion Control Plan Sheet 5 - Utility PlanBTProperty Zoned: R-1 Single Dwelling UnitSetbacks:Front = 30 feetSide Street = 15 feetSide = 10 feetRear = 25 feetZoning InformationExisting HardcoverLot Area19,544 sq ftHouse No.51241,041 sq ftGarage No.5124532 sq ftStoops No.512434 sq ftDeck No.5124249 sq ftConcrete No.51241,166 sq ftBituminous64 sq ftHouse w/ FireplaceNo.5120845 sq ftGarage No.5120445 sq ftStoops No.512054 sq ftConcrete DrivewayNo.5120878 sq ftPavers No. 512078 sq ftConcrete walk &Patio No. 5120644 sq ftTotal6,030 sq ftPercentage30.85%Surveyed this 14th day of December 2023.01-30-24 existing servicesSubmitted 03-01-2024 Planning Division tnh966.45tcc959.98tcc960.48tcc961.20tcc961.72tcc962.68tcc963.22tcc964.30tcc964.6016" 15964.626"965.314"964.2963.0964.4963.730"964.4966.6967.1967.7967.8965.8964.412"963.912"964.9965.2965.3965.6962.9961.4962.0963.8963.1966.5965.5964.1965.2965.9964.2964.8965.8965.4965.7966.9967.1967.0968.3968.0967.8968.0967.8967.4968.2968.1968.1968.1966.9967.8966.2967.2967.4967.3967.4966.2966.5965.6966.1965.4964.9965.5966.2965.4966.3968.1968.2968.0967.7967.9968.0968.3968.6968.3968.5968.5968.5967.9968.5968.7968.6968.8968.5968.9969.0968.9968.9968.9969.0969.0969.012.635.134.91414966964962 966964968968968 96896812.9HANKERSON AVENUEGGasMeterA/CEElec.MeterA L L E Y 60' R/W Width21.3L O T 1L O T 2L O T 3L O T 414.0WatermainSanitary Sewer20'0"20'0"6'0"73'0"26'0"26'0"73'0"6'0"1'0"1'0"1' Cant.Egress WellWallPorch1' Cant.Egress WellWallPorch Proposed ResidenceProposed ResidenceWalkWalkWalkWalk20'0"20'0"6'0"73'0"26'0"26'0"73'0"6'0"1'0"1'0"1' Cant.Egress WellWallPorch1' Cant.Egress WellWallPorch Proposed ResidenceProposed ResidenceWalkWalkWalkWalkConcrete Curb ResidenceB i t u m i n o u sW o o d F e n c eSouth line of the North 12 of Lot 8North line of the South 1/2of Lot 5Bituminous SurfaceResidence No. 5134Residence No. 5132Residence No. 5136Residence No. 5138Top of Foundation = 969.1Garage Floor = 968.6Concrete Curb Adjoining Owner:Kevin Hagen & A L HagenAdjoining Owner:Cathy Clark105 2052090°3 '5'0"Main Floor = 970.69Top of Foundation (Rear) = 970.0Low Floor = 960.044.5036.00 Garage Floor = 969.7Bottom of Window Well = 963.3Full Basement Partial Lookout5'0"36.0033.50 36.00Main Floor = 970.29Top of Foundation (Rear) = 969.6Low Floor = 959.6Garage Floor = 969.3Bottom of Window Well = 962.9Full Basement Partial Lookout5'0"5'0"N 89°49'57" E 130.31N 89°49'57" E 130.3933.50 36.00 44.50N 89°49'57" E 130.23S 00°07'17" E 150.00 N 89°49'56" E 130.13N 00°00'12" E 150.00N 89°49'57" E 130.46DrivewayDrivewayDrivewayDriveway5%+/-5%+/-5%+/-5%+/-Top of Foundation (Front) = 968.6Main Floor = 970.29Top of Foundation (Rear) = 969.6Low Floor = 959.6Garage Floor = 969.3Bottom of Window Well = 962.9Full Basement Partial LookoutTop of Foundation (Front) = 968.6Top of Foundation (Front) = 969.0Main Floor = 970.69Top of Foundation (Rear) = 970.0Low Floor = 960.0Garage Floor = 969.7Bottom of Window Well = 963.3Full Basement Partial LookoutTop of Foundation (Front) = 969.0968966966968 35.27.5 18.535.135.221.010.020.010.0 21.135.121.320.020.0 6.57.5 21.2968966964962 964 F r e n c h D r a i n 969.7969.7969.3969.3 966.3 967.0966.0968.0968.8965.0967.0966.3 965.0 965.5964.5F:\survey\brookside heights - henn\5-9-9 brkside hght - grandview townhome 2nd\01 Surveying - 90570\01 CAD\01 Source\01 Survey Base.dwg 2 OF 5SHEET NO.PROJECT: 90570ADRAWN BY:CHECKED BY:SITE PLANDONNAY HOMES9655 63rd Avenue NorthMaple Grove, MN 55369GRP Signed: ____________________________________________ Gregory R. Prasch Registration No. 24992Prepared this 17th day of January 2024.I certify that this plan, specification, or report was prepared by me or under my directsupervision and that I am a duly Licensed land Surveyor under the laws of the State ofMinnesota.FIELD BY:?FB No: 1109-467601 73rd Avenue NorthMinneapolis, Minnesota 55428(763) 560-3093DemarcInc.comPeek-a-Boo REVISION SUMMARYSURVEY FOR:DEVELOPMENT OF:TYPE OF SURVEY:GRANDVIEW TOWNHOMESOF EDINA 2ND ADDITIONSCALE IN FEET0402060Drainage & Utility EasementsProposed dedicated drainage and utility easements will be thus: 20 feet along Hankerson Avenue 10 feet along the alley 5 feet along the most northerly and southerly lot lines of development. Legal DescriptionLot 6 and the South Half of Lot 5, Block 9, BROOKSIDE HEIGHTS,Hennepin County, Minnesota.AndLot 7 and the North Half of Lot 8, Block 9, BROOKSIDE HEIGHTS,Hennepin County, Minnesota.Zoning & Development InformationMiscellaneous NotesProperty Address: 5120 & 5124 Hankerson Ave., Edina, MN 55436PID No.: 28-117-21-32-0144 & 28-117-21-32-0144Area of Parcel = 19,544 sq. ft.By graphic interpretation only, this property is in Flood Zone "X" (area of minimalflooding) per FEMA panel map number 27053C0361F, dated 11/04/2016Title insurance commitment showing property description and any encumbrancesof record not provided, survey subject to change.The only easements shown are from plats of record or information provided byclient.The land surveyed covers the entire parcel and there are no gaps or overlapswith adjacent parcels.Property located in Section 28, Township 117, Range 21, Hennepin County,MinnesotaBenchmark: Top nut of hydrant at Hankerson Ave. S. and 52nd Street W. Elevation = 957.621234566Existing Zoning Classification - R-1 (Single Dwelling Unit District)Proposed Zoning Classification - PUD (Planned Unit Development)Refer to City code for additional requirements and variance information.Proposed Number of Lots = 4Area of proposed: Lot 1, Block 1 = 4,370 sq.ft - (5126 Hankerson Ave.) Lot 2, Block 1 = 4,693 sq.ft - (5124 Hankerson Ave.) Lot 3, Block 1 = 4,690 sq.ft - (5122 Hankerson Ave.) Lot 4, Block 1 = 4,792 sq.ft - (5120 Hankerson Ave.) Right-of-Way Dedication = 0 sq.ftSurveyor:Demarc Surveying and Engineering7601 73rd Avenue N.Brooklyn Park, MN 55428Attn: Greg Praschphone: 763-560-3093e-mail: gregprasch@demarcinc.comDeveloper:Donnay Homes9655 63rd Avenue NorthMaple Grove, MN 55369Attn: Steve Benke612.290.5570Current Property Owner:Dennis Bornfleth5124 Hankerson AvenueEdina, MN 55436PersonnelDenotes Found Iron MonumentDenotes Iron Monument SetBollardLightPower PoleSanitary ManholeStorm ManholeWater ManholeCatch BasinGas MainUnderground CommunicationsUnderground ElectricSanitary SewerStorm SewerWatermainOverhead WiresSilt Fence or BiorollsExisting ContoursLegendProposed HardcoverLot Area19,544 sq ftBuildings7,672 sq ftPorches253 sq ftDriveways1,498 sq ftWalks627 sq ftTotal10,050 sq ftPercentage51.42%Proposed Building CoverageLot Area19,544 sq ftBuildings7,672 sq ftPorches253 sq ftTotal7,925 sq ftPercentage40.55%000.0x000.0Existing ElevationProposed ElevationProposed Surface DrainageProposed ContoursSHEET INDEX Sheet 1 - Existing Conditions Survey Sheet 2 - Site Plan Sheet 3 - Preliminary Plat Sheet 4 - Grading & Stormwater Erosion Control Plan Sheet 5 - Utility Plan01-31-24 proposed servicesSubmitted 03-01-2024 Planning Division tnh966.45tcc959.98tcc960.48tcc961.20tcc961.72tcc962.68tcc963.22tcc964.30tcc964.6016" 15964.626"965.3964.5964.522"964.414"964.214"965.316" 18965.7963.0964.4963.730"964.4965.0964.9965.9966.0966.6968.6966.5966.6966.6966.6966.5GGasMeter9" 11966.2967.1967.8967.7967.8967.3965.8964.412"963.912"964.9965.2965.3965.6962.9961.4962.0963.8963.1966.5965.5964.1965.2965.9964.2964.8965.8965.4965.7966.9967.1967.0968.3968.0966.0967.5966.0967.7967.6967.7967.7967.8967.8968.2968.0GGasMeter968.6967.1966.9967.0A/C968.6968.0968.0967.8968.0967.8967.4968.2968.1968.1968.1966.9967.8966.2967.2967.4967.3967.4966.2966.5965.6966.1965.4964.9965.5966.2965.4966.3968.1968.2968.0967.7967.9968.0968.3968.6968.2967.9968.1968.3 968.3968.5968.5968.5968.5968.1967.8967.912" 13967.925"968.0967.5967.5967.3967.3967.3EElec.Meter967.5967.6967.8968.0968.0967.918"968.8967.3967.8967.8967.8967.7967.9968.0A/C968.3968.3968.2EElec.Meter968.3968.1968.2968.3968.520"968.5968.7968.4968.1968.6968.8968.5968.8968.9969.0968.9968.9968.9968.9969.0969.0969.026.040.0 26.040.0 34.922.024.0 22.024.012.635.130.6 2.111.521.635.9 23.924.6 3.78.821.319.1 24.910.4 34.934.714.5 1414966964962 966 964968968968 9689686.1 12.9 HANKERSON AVENUEGGasMeterA/CEElec.MeterA L L E Y 60' R/W Width21.3L O T 1L O T 2L O T 3L O T 414.0Watermain Sanitary Sewer ResidenceNo. 5124Concrete CurbW o o d p r i v a c y F e n c eConc. Stoop D e c kGaragetw963.1bw962.5tw963.5bw962.8tw964.6bw963.4tw964.3bw964.2W o o d p r i v a c y F e n c etw963.5bw962.9tw963.4bw962.0tw963.4bw962.0tw964.2bw963.6tw964.3bw963.7tw964.1bw963.7tw964.3bw963.8tw963.5bw962.3tw963.5bw962.5C o n c r e t eD r i v e w a yConc. walkResidenceNo. 5120GarageC o n c r e t eD r i v e w a yPaversConc. walkEgress wellsResidenceStoopConc. PaitoFireplaceEgress wellstw969.3bw967.7tw969.3bw967.7tw968.9bw967.7tw969.4bw967.7stoopstoop B i t u m i n o u sW o o d F e n c eSouth line of the North 12 of Lot 8FFE=969.4FFE=969.0North line of the South 1/2of Lot 5Bituminous SurfaceResidence No. 5134Residence No. 5132Residence No. 5136Residence No. 5138Top of Foundation = 969.1Garage Floor = 968.6Concrete Curb Adjoining Owner:Kevin Hagen & A L HagenAdjoining Owner:Cathy Clark105 2052090°3 ' 44.5036.0036.0033.50 36.00N 89°49'57" E 130.31N 89°49'57" E 130.3933.50 36.00 44.50N 89°49'57" E 130.23S 00°07'17" E 150.00 N 89°49'56" E 130.13N 00°00'12" E 150.00N 89°49'57" E 130.46PostServServF:\survey\brookside heights - henn\5-9-9 brkside hght - grandview townhome 2nd\01 Surveying - 90570\01 CAD\01 Source\01 Survey Base.dwg 3 OF 5SHEET NO.PROJECT: 90570DRAWN BY:CHECKED BY:PRELIMINARY PLATDONNAY HOMES9655 63rd Avenue NorthMaple Grove, MN 55369GRP Signed: ____________________________________________ Gregory R. Prasch Registration No. 24992Prepared this 17th day of January 2024.I certify that this plan, specification, or report was prepared by me or under my directsupervision and that I am a duly Licensed land Surveyor under the laws of the State ofMinnesota.FIELD BY:RPFB No: 1109-467601 73rd Avenue NorthMinneapolis, Minnesota 55428(763) 560-3093DemarcInc.comPeek-a-Boo REVISION SUMMARYSURVEY FOR:DEVELOPMENT OF:TYPE OF SURVEY:GRANDVIEW TOWNHOMESOF EDINA 2ND ADDITION Legal DescriptionLot 6 and the South Half of Lot 5, Block 9, BROOKSIDE HEIGHTS,Hennepin County, Minnesota.AndLot 7 and the North Half of Lot 8, Block 9, BROOKSIDE HEIGHTS,Hennepin County, Minnesota.Zoning & Development InformationSCALE IN FEET0402060Miscellaneous NotesProperty Address: 5120 & 5124 Hankerson Ave., Edina, MN 55436PID No.: 28-117-21-32-0144 & 28-117-21-32-0144Area of Parcel = 19,544 sq. ft.By graphic interpretation only, this property is in Flood Zone "X" (area of minimalflooding) per FEMA panel map number 27053C0361F, dated 11/04/2016Title insurance commitment showing property description and any encumbrancesof record not provided, survey subject to change.The only easements shown are from plats of record or information provided byclient.The land surveyed covers the entire parcel and there are no gaps or overlapswith adjacent parcels.Property located in Section 28, Township 117, Range 21, Hennepin County,MinnesotaBenchmark: Top nut of hydrant at Hankerson Ave. S. and 52nd Street W. Elevation = 957.62Improvements shown are the current existing conditions which will be razed.Refer to the 'Site Plan' for future improvement locations and elevations1234566Existing Zoning Classification - R-1 (Single Dwelling Unit District)Proposed Zoning Classification - PUD (Planned Unit Development)Refer to City code for additional requirements and variance information.Proposed Number of Lots = 4Area of proposed: Lot 1, Block 1 = 4,370 sq.ft - (5126 Hankerson Ave.) Lot 2, Block 1 = 4,693 sq.ft - (5124 Hankerson Ave.) Lot 3, Block 1 = 4,690 sq.ft - (5122 Hankerson Ave.) Lot 4, Block 1 = 4,792 sq.ft - (5120 Hankerson Ave.) Right-of-Way Dedication = 0 sq.ftSurveyor:Demarc Surveying and Engineering7601 73rd Avenue N.Brooklyn Park, MN 55428Attn: Greg Praschphone: 763-560-3093e-mail: gregprasch@demarcinc.comDeveloper:Donnay Homes9655 63rd Avenue NorthMaple Grove, MN 55369Attn: Steve Benke612.290.5570Current Property Owner:Dennis Bornfleth5124 Hankerson AvenueEdina, MN 55436Personnelx000.0Denotes Found Iron MonumentDenotes Iron Monument SetBollardLightPower PoleSanitary ManholeStorm ManholeWater ManholeCatch BasinGas MainUnderground CommunicationsUnderground ElectricSanitary SewerStorm SewerWatermainOverhead WiresDenotes Existing ContoursLegendDrainage & Utility Easements7Proposed dedicated drainage and utility easements will be thus: 20 feet along Hankerson Avenue 10 feet along the alley 5 feet along the most northerly and southerly lot lines of development.SHEET INDEX Sheet 1 - Existing Conditions Survey Sheet 2 - Site Plan Sheet 3 - Preliminary Plat Sheet 4 - Grading & Stormwater Erosion Control Plan Sheet 5 - Utility PlanSubmitted 03-01-2024 Planning Division tnh966.45tcc959.98tcc960.48tcc961.20tcc961.72tcc962.68tcc963.22tcc964.30tcc964.6016" 15964.626"965.314"964.2963.0964.4963.730"964.4966.6967.1967.7967.8965.8964.412"963.912"964.9965.2965.3965.6962.9961.4962.0963.8963.1966.5965.5964.1965.2965.9964.2964.8965.8965.4965.7966.9967.1967.0968.3968.0967.8968.0967.8967.4968.2968.1968.1968.1966.9967.8966.2967.2967.4967.3967.4966.2966.5965.6966.1965.4964.9965.5966.2965.4966.3968.1968.2968.0967.7967.9968.0968.3968.6968.3968.5968.5968.5967.9968.5968.7968.6968.8968.5968.9969.0968.9968.9968.9969.0969.0969.012.635.134.91414966964962 966964968968968 96896812.9HANKERSON AVENUEGGasMeterA/CEElec.MeterA L L E Y 60' R/W Width21.3L O T 1L O T 2L O T 3L O T 414.0WatermainSanitary Sewer20'0"20'0"6'0"73'0"26'0"26'0"73'0"6'0"1'0"1'0"1' Cant.Egress WellWallPorch1' Cant.Egress WellWallPorch Proposed ResidenceProposed ResidenceWalkWalkWalkWalk20'0"20'0"6'0"73'0"26'0"26'0"73'0"6'0"1'0"1'0"1' Cant.Egress WellWallPorch1' Cant.Egress WellWallPorch Proposed ResidenceProposed ResidenceWalkWalkWalkWalkConcrete Curb ResidenceB i t u m i n o u sW o o d F e n c eSouth line of the North 12 of Lot 8North line of the South 1/2of Lot 5Bituminous SurfaceResidence No. 5134Residence No. 5132Residence No. 5136Residence No. 5138Top of Foundation = 969.1Garage Floor = 968.6Concrete Curb Adjoining Owner:Kevin Hagen & A L HagenAdjoining Owner:Cathy Clark105 2052090°3 '5'0"Main Floor = 970.69Top of Foundation (Rear) = 970.0Low Floor = 960.044.5036.00 Garage Floor = 969.7Bottom of Window Well = 963.3Full Basement Partial Lookout5'0"36.0033.50 36.00Main Floor = 970.29Top of Foundation (Rear) = 969.6Low Floor = 959.6Garage Floor = 969.3Bottom of Window Well = 962.9Full Basement Partial Lookout5'0"5'0"N 89°49'57" E 130.31N 89°49'57" E 130.3933.50 36.00 44.50N 89°49'57" E 130.23S 00°07'17" E 150.00 N 89°49'56" E 130.13N 00°00'12" E 150.00N 89°49'57" E 130.46DrivewayDrivewayDrivewayDriveway5%+/-5%+/-5%+/-5%+/-Top of Foundation (Front) = 968.6Main Floor = 970.29Top of Foundation (Rear) = 969.6Low Floor = 959.6Garage Floor = 969.3Bottom of Window Well = 962.9Full Basement Partial LookoutTop of Foundation (Front) = 968.6Top of Foundation (Front) = 969.0Main Floor = 970.69Top of Foundation (Rear) = 970.0Low Floor = 960.0Garage Floor = 969.7Bottom of Window Well = 963.3Full Basement Partial LookoutTop of Foundation (Front) = 969.0968966966968 35.27.5 18.535.135.221.010.020.010.0 21.135.121.320.020.0 6.57.5 21.2968966964962 964 ██████████████████████████████████████████████F r e n c h D r a i n 969.7969.7969.3969.3 966.3 967.0966.0968.0968.8965.0967.0966.3 965.0 965.5964.5SCALE IN FEET20040F:\survey\brookside heights - henn\5-9-9 brkside hght - grandview townhome 2nd\01 Surveying - 90570\01 CAD\01 Source\01 Survey Base.dwg 4 OF 5DATE:LIC. NO.:SHEET NO.PROJECT: 90570AREVISIONSDESIGNED BY:DRAWN BY:CHECKED BY:GRANDVIEW TOWNHOMESOF EDINA5132-5148 HANKERSON AVENUEEDINA, MINNESOTAGRADING & STORMWATEREROSION CONTROL PLANI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATEOF MINNESOTA.DONNAY HOMES9655 63RD AVENUE NORTHMAPLEGROVE, MINNESOTA 55369763.531.0714JEFFREY A. PRASCH, P.E.01.25.2452706ABLJAPGRP7601 73RD AVENUE N, BROOKLYN PARK, MN 55428PHONE: 763.560.3093 FAX: 763.560.3522www.DemarcInc.comINLET PROTECTIONPER DETAIL 3/4 (TYP.)FRENCH DRAIN PER DETAIL 3/5(100 FT X 13.5 FT)100-YEAR=964.0FLOW45°STRAW SEDIMENTCONTROL LOG1 IN X 2 IN X 24 IN LONG WOODEN STAKES.STAKES SHALL BE DRIVEN THROUGH THEBACK HALF OF THE SEDIMENT CONTROL LOGAT AN ANGLE OF 45 DEGREES WITH THETOP OF THE STAKE POINTING UPSTREAM.BACKFILL AND COMPACT SOILFROM TRENCH ON UPGRADIENTSIDE OF SEDIMENT CONTROL LOGPLACE SEDIMENT CONTROLLOG IN SHALLOW TRENCH(1 IN - 2 IN DEPTH)8 IN - 10 IN EMBEDMENT DEPTHSPACE BETWEEN STAKES SHALL BE A MAXIMUM OF 1 FT FOR DITCH CHECKSOR 2 FT FOR OTHER APPLICATIONS.BIOROLLSNOT TO SCALE24EXISTING GROUNDINLET PROTECTIONNOT TO SCALE34MINIMUM DOUBLE STITCHEDSEAMS ALL AROUND SIDEPIECES AND ON FLAP POCKETSFRONT, BACK, ANDBOTTOM TO BEMADE FROM SINGLEPIECE OF FABRICOVERFLOW HOLES (2 IN X 4IN HOLE SHALL BE HEAT CUTINTO ALL FOUR SIDE PANELS)USE REBAR OR STEEL RODFOR REMOVAL (FOR INLETSWITH CAST CURB BOXREPLACE ROD WITH WOOD 2IN X 4 IN). EXTEND 10 INBEYOND GRATE WIDTH ONBOTH SIDES, LENGTHVARIES. SECURE TO GRATEWITH WIRE OR PLASTIC TIES.LW1 2 W12 IN8 ININLET SPECIFICATIONS AS PERTHE PLAN DIMENSION LENGTH ANDWIDTH TO MATCH FLAP POCKET12 L5 FT MINIMUM LENGTH POSTAT 6 FT MAXIMUM SPACINGPLASTIC ZIP TIES (50 LBSTENSILE) LOCATED IN TOP 8 INGEOTEXTILE FABRIC,36 IN WIDETIRE COMPACTION ZONEMACHINE SLICE8 IN - 12 IN DEPTHFLOWFLOWSILT FENCE (MACHINE SLICED)NOT TO SCALE142 FT MINIMUMPOST EMBEDMENTEXISTING GROUNDEROSION CONTROL NOTES:1. ALL EROSION AND SEDIMENT CONTROL BMP'S (I.E. SILT FENCE, BIO-ROLLS, INLET PROTECTION, ETC.) SHALL BE INSTALLEDPRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY.2. INLET PROTECTION SHALL BE INSTALLED AT ANY INLET THAT MAY RECEIVE RUNOFF FROM THE DISTURBED AREAS OF THEPROJECT. INLET PROTECTION MAY BE REMOVED FOR A PARTICULAR INLET IF A SPECIFIC SAFETY CONCERN (FLOODING /FREEZING) HAS BEEN IDENTIFIED. THE PERMITTED MUST RECEIVE WRITTEN CORRESPONDENCE FROM THE CITY ENGINEERVERIFYING THE NEED FOR REMOVAL.3. INSTALL SEDIMENT CONTROL BMP'S, SUCH AS SILT FENCE, AROUND ALL STOCKPILES.4. RETAIN AND PROTECT AS MUCH NATURAL VEGETATION AS FEASIBLE. WHEN VEGETATION IS REMOVED DURING DEVELOPMENT,THE EXPOSED CONDITION OF LAND SHALL BE KEPT TO THE SHORTEST PRACTICAL PERIOD OF TIME, BUT NOT LONGER THAN 60DAYS. ANY EXPOSED AREAS EXCEEDING THIS TIME-FRAME SHALL BE TEMPORARILY STABILIZED (STRAW MULCH, WOODCHIPS,ROCK). AREAS BEING USED FOR MATERIAL STORAGE AND AREAS UNDER CONSTRUCTION ARE EXEMPT FROM TEMPORARYSTABILIZATION.5. ANY STEEP SLOPES (3H : 1V OR STEEPER) EXPOSED DURING CONSTRUCTION SHALL BE PROTECTED WITH TEMPORARYVEGETATION, MULCHING OR BY OTHER MEANS ACCEPTABLE TO THE BUILDING OFFICIAL WITHIN 14 DAYS OF CEASING LANDDISTURBING ACTIVITIES ON THE STEEP SLOPES. STOCKPILES MAY BE PROTECTED BY AN ANCHORED TARP OR PLASTIC SHEET.6. PROVIDE DUST CONTROL AS NECESSARY. DUST CONTROL CAN INCLUDE WATER.7. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR OTHERWISE DEPOSITED ONTO PUBLIC PAVEMENT AREAS ON A DAILY BASISOR AS NEEDED.8. ALL EROSION AND SEDIMENT CONTROL BMP'S SHALL BE INSPECTED EVERY 7 DAYS, OR WITHIN 24 HOURS OF ALL RAIN EVENTSGREATER THAN 1.0" IN 24 HOURS. CORRECTIVE ACTION REQUIRED SHALL BE INITIATED IMMEDIATELY.9. SILT FENCE, BIO-ROLLS AND INLET PROTECTION DEVICES MUST BE REPAIRED, REPLACED OR SUPPLEMENTED WHEN THEYBECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1/3 THE HEIGHT OF THE DEVICE. THESE REPAIRS MUST BE MADE WITHIN24 HOURS OF DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW.10.AFTER FINAL GRADING HAS BEEN COMPLETED, EXPOSED SOILS MUST BE PERMANENTLY STABILIZED AS SOON AS POSSIBLE.PERMANENT STABILIZATION SHALL CONSIST OF 4 INCHES TOPSOIL, AND SEED, MULCH AND FERTILIZER APPLIED BY METHODSAND RATES RECOMMENDED IN MN/DOT SPECIFICATION 2575 AND MN/DOT SEEDING MANUAL, OR SOD. THE SEED MIX SHALL BEMN/DOT 25-151.11.NO CONCRETE WASHOUT ALLOWED ON SITE, TRUCK BASED SELF CONTAINMENT WASHOUT DEVICES REQUIRED.12.OIL STAINS ON CITY STREETS SHALL BE CLEANED UP WITH FLOOR DRY, AND DISPOSED OF AS A HAZARDOUS WASTE MATERIAL.13.ALL HAZARDOUS WASTE SHALL BE STORED CLEANED UP AND DISPOSED OF PER EPA STANDARDS.14.ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE MAINTAINED UNTIL ALL DISTURBED AREAS HAVE BEENPERMANENTLY STABILIZED.15.ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE REMOVED FROM THE SITE AFTER PERMANENT STABILIZATION HASBEEN ESTABLISHED.16.TEMPORARY PUMPED DISCHARGE POLLUTION PREVENTION TECHNIQUES: "DANDY DEWATERING BAG" BROCK WHITE CO. USA.17.CONTACT PERSON FOR SITE CLEANLINESS AND MAINTENANCE OF THE EROSION AND SEDIMENT CONTROLS: PAUL DONNAY(763) 531-071418.NINE MILE CREEK WATERSHED DISTRICT: (952) 835-2078GENERAL GRADING NOTES:1. THE STANDARD SPECIFICATIONS FOR THE CITY OF EDINA SHALL APPLY EXCEPT WHERE MODIFIED BY THESE DOCUMENTS.2. THE CONTRACTOR SHALL NOTIFY "GOPHER STATE ONE CALL" 48 HOURS PRIOR TO ANY EXCAVATION. (1-800-252-1166)3. THE GRADING CONTRACTOR SHALL FIELD VERIFY ALL LOCATIONS AND ELEVATIONS OF UNDERGROUND UTILITIES WITH UTILITYCOMPANIES PRIOR TO ANY CONSTRUCTION, AND IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICTS.4. THE GRADING CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE ON THE SITE AT ALL TIMES.5. EXISTING TOPSOIL SHALL BE SALVAGED TO PROVIDE 4" TOPSOIL COVERAGE OVER ALL DISTURBED AREAS TO BEREVEGETATED.6. THE BUILDING PAD MUST BE PROVIDED WITH A POSITIVE OUTFLOW. THIS WORK SHALL BE INCIDENTAL TO THE GRADINGCONTRACT.7. ANY SEDIMENT REMAINING IN PLACE AFTER THE SILT FENCE HAS BEEN REMOVED SHALL BE DRESSED TO CONFORM WITH THEEXISTING GRADE, PREPARED AND SEEDED OR SODDED AS DIRECTED BY THE CITY ENGINEER.8. NO FINISHED SLOPE SHALL EXCEED 4H : 1V UNLESS OTHERWISE NOTED.9. PERMITEE MUST MINIMIZE SOIL COMPACTION. METHODS OF MINIMIZING SOIL COMPACTION INCLUDE THE USE OF TRACKEDEQUIPMENT.EOF =965.40STABILIZINGEXITS SHALLUSE EXISTINGCONCRETEDRIVEWAYSSTABILIZINGEXITS SHALLUSE EXISTINGCONCRETEDRIVEWAYSExisting HardcoverLot Area19,544 sq ftHouse No.51241,041 sq ftGarage No.5124532 sq ftStoops No.512434 sq ftDeck No.5124249 sq ftConcrete No.51241,166 sq ftBituminous64 sq ftHouse w/ FireplaceNo.5120845 sq ftGarage No.5120445 sq ftStoops No.512054 sq ftConcrete DrivewayNo.5120878 sq ftPavers No. 512078 sq ftConcrete walk &Patio No. 5120644 sq ftTotal6,030 sq ftPercentage30.85%Proposed HardcoverLot Area19,544 sq ftBuildings7,672 sq ftPorches253 sq ftDriveways1,498 sq ftWalks627 sq ftTotal10,050 sq ftPercentage51.42%SHEET INDEX Sheet 1 - Existing Conditions Survey Sheet 2 - Site Plan Sheet 3 - Preliminary Plat Sheet 4 - Grading & Stormwater Erosion Control Plan Sheet 5 - Utility PlanSILT FENCE OR BIOROLLSPER DETAIL 1/4 R 2/4 (TYP.)OPTIONAL CONTRUCTIONFENCE (TYP.)TREE PROTECTIONFENCE (TYP.)01.31.24PROP. SERVICESSubmitted 03-01-2024 Planning Division tnh966.4516" 15964.626"965.314"964.230"964.412"963.912"964.91414HANKERSON AVENUEGGasMeterA/CEElec.MeterA L L E Y Watermain Sanitary Sewer Concrete Curb ResidenceB i t u m i n o u sW o o d F e n c eSouth line of the North 12 of Lot 8North line of the South 1/2of Lot 5Bituminous SurfaceResidence No. 5134Residence No. 5132Top of Foundation = 969.1Garage Floor = 968.6Concrete Curb Adjoining Owner:Kevin Hagen & A L HagenAdjoining Owner:Cathy ClarkS 00°07'17" E 150.00 N 89°49'56" E 130.13N 00°00'12" E 150.00N 89°49'57" E 130.46SCALE IN FEET20040F:\survey\brookside heights - henn\5-9-9 brkside hght - grandview townhome 2nd\01 Surveying - 90570\01 CAD\01 Source\01 Survey Base.dwg 5 OF 5DATE:LIC. NO.:SHEET NO.PROJECT: 90570AREVISIONSDESIGNED BY:DRAWN BY:CHECKED BY:GRANDVIEW TOWNHOMESOF EDINA 2ND ADDITION5120-5124 HANKERSON AVENUEEDINA, MINNESOTAUTILITY PLANI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATEOF MINNESOTA.DONNAY HOMES9655 63RD AVENUE NORTHMAPLEGROVE, MINNESOTA 55369763.531.0714JEFFREY A. PRASCH, P.E.01.25.2452706ABLJAPGRP7601 73RD AVENUE N, BROOKLYN PARK, MN 55428PHONE: 763.560.3093 FAX: 763.560.3522www.DemarcInc.comNOTES:1. ALL SANITARY SERVICES SHALL HAVE A MINIMUM OF 2.5% SLOPE.2. ALL SERVICES SHALL BE CONSTRUCTED PER CITY STANDARD PLATE 300.3. ALL DRAINTILE SHALL BE PERFORATED WITHIN THE FRENCH DRAIN.4. ALL STORM SEWER OUTSIDE OF FRENCH DRAIN SHALL BE SOLID PIPE.REFERENCE NOTES:1 INSTALL 9 LF 6" SOLID HDPE @ 2.5% AND CONNECT TO DOWNSPOUT PER DETAIL 1/5.2 INSTALL 20 LF 6" SOLID HDPE @ 10.0% AND CONNECT TO DOWNSPOUT PER DETAIL 1/5.3 INSTALL 15 LF 6" SOLID HDPE @ 10.0% AND CONNECT TO DOWNSPOUT PER DETAIL 1/5.4 INSTALL 10 LF 6" SOLID HDPE @ 4.0% AND CONNECT TO DOWNSPOUT PER DETAIL 1/5.5 INSTALL 15 LF 6" SOLID HDPE @ 6.0% AND CONNECT TO DOWNSPOUT PER DETAIL 1/5.6 INSTALL 20 LF 6" SOLID HDPE @ 7.0% AND CONNECT TO DOWNSPOUT PER DETAIL 1/5.7 INSTALL 8" X 6" TEE INV=962.008 INSTALL 6" TEE INV=962.139 INSTALL 6" TEE INV=962.3510 INSTALL 6" 90° BEND INV=962.8611 INSTALL 6" X 8" INCREASER AND TRANSITION TO PERFORATED DRAINTILE AT CLEANOUT.12 TRANSITION TO PERFORATED DRAINTILE AT CLEANOUT.13 (2) INSTALL 1" COPPER WATER SERVICE AND CURB STOP FOR EACH UNIT.14 (2) INSTALL 4" SANITARY SERVICE AND CLEANOUT FOR EACH UNIT.15 VERIFY LOCATION OF EXISTING SERVICES AND REMOVE TO THE MAIN.16 INSTALL PROPOSED SERVICES WITHIN SAME TRENCH TO MINIMIZE ROADWAY DISTURBANCE.PATCH ROADWAY PER CITY STANDARD PLATES 540 AND 541 ON SHEET 2.17 COORDINATE LOCATION OF SERVICES WITH MECHANICAL/ARCHITECTURAL PLANS.INV=965.48INV=965.98INV=966.00INV=966.50FRENCH DRAIN NOT TO SCALE35NOTES:1. CONSTRUCT BOTTOM OF FRENCH DRAIN SYSTEM ON A LEVEL PLANE.2. IF CLAYEY SOILS ARE ENCOUNTERED AT BOTTOM OF FRENCH DRAIN, EXCAVATE DOWN TOSANDY SOILS AND REPLACE CLAY SOIL WITH SANDY SOIL ONSITE TO 960.00 ELEVATION.13.5'6" DRAINTILE OUTLETINV=963.00PLACED ON APPROVED /UNCOMPACTED SANDYSUBGRADECLEAN SAND958.50964.00TYPE I ADSGEOSYNTHETICNONWOVENGEOTEXTILE ORAPPROVEDEQUALFINAL GRADE (VARIES)MIN. 4" PEA GRAVELU.S. TRENCH DRAIN 14"X14"STORMWATER PIT AND CATCHBASIN OR APPROVED EQUAL6" PVC SCH 406" SOLID PVCSCH 40RIM (VARIES)SUMP (VARIES)INVERT (VARIES)LANDSCAPE GRATE/SUMP NOT TO SCALE256" PVC SCH 406" SOLIDHDPESUMP (VARIES)INVERT (VARIES)DOWNSPOUT SUMP NOT TO SCALE15NDS 12"X12" DRAINAGE CATCHBASIN OR APPROVED EQUAL4 FT6" PVC CAP WITHDRAIN HOLES (GLUED)6" PVC CAP (GLUED)4 FTDOWNSPOUT2" MIN8" DRAINTILE INLETINV=962.0011111111102 LF 6" SOLID HDPE @ 3.0%6" TEE INV=965.056" TEE INV=965.256" TEE INV=965.756" TEE INV=965.776" 90° BEND INV=966.2762 LF 6" SOLID HDPE @ 2.0%6" TEE INV=965.256" TEE INV=965.756" TEE INV=965.7762 LF 6" SOLID HDPE @ 2.0%6" 90° BEND INV=966.27INV=966.50INV=966.00INV=965.98INV=965.48266" CROSSINV=962.60443355INV=964.00INV=963.50INV=963.50INV=963.00INV=963.00INV=963.03INV=963.13INV=963.007778910711CLEANOUT PER DETAIL 4/5RIM=966.10INV=962.0093 LF 8" PERFORATED DRAINTILE @ 0.0%93 LF 6" PERFORATED DRAINTILE @ 0.0%33 LF 6" SOLID HDPE @ 2.6%40 LF 6" SOLID HDPE @ 6.3%LANDSCAPE GRATE OUTLETPER DETAIL 2/5RIM=962.50INV=960.506" 45° BEND INV=961.20CLEANOUT PER DETAIL 4/5RIM=965.90INV=963.0016 CONNECT 4" PVC SANITARY SERVICE TOEXISTING SANITARY SEWER16 WET TAP EXISTING WATERMAIN16 (2) CONNECT 4" PVC SANITARY SERVICETO EXISTING SANITARY SEWER16 (2) WET TAP EXISTING WATERMAIN1213131414FRENCH DRAIN PER DETAIL 3/5(100 FT X 13.5 FT)100-YR HWL = 964.08" PVC SCH 406" OR 8"PERFORATEDDRAINTILESUMP (VARIES)INVERT (VARIES)CLEANOUT NOT TO SCALE458" PVC CAP WITHDRAIN HOLES (GLUED)4 FT8" CLEANOUT CAPWITH DRAIN HOLES8" PVC SCH 406" OR 8"PERFORATEDDRAINTILESUMP (VARIES)INVERT (VARIES)CLEANOUT NOT TO SCALE558" PVC CAP WITHDRAIN HOLES (GLUED)4 FT8" CLEANOUT CAPWITH DRAIN HOLES6" OR 8" SOLIDPVC SCH 40CLEANOUT PER DETAIL 5/5RIM=965.40INV=963.00CLEANOUT PER DETAIL 5/5RIM=965.60INV=962.00SHEET INDEX Sheet 1 - Existing Conditions Survey Sheet 2 - Site Plan Sheet 3 - Preliminary Plat Sheet 4 - Grading & Stormwater Erosion Control Plan Sheet 5 - Utility Plan01.31.24EXIST./PROP. SERVICES, REFERENCE NOTES15 EXISTING SANITARY SERVICE (TYP.)15 EXISTING WATER SERVICE (TYP.)17171717WET TAP EXISTING WATERMAINCONNECT 4" PVC SANITARY SERVICE TOEXISTING SANITARY SEWERSubmitted 03-01-2024 Planning Division PDF created with pdfFactory Pro trial version www.pdffactory.com Submitted 03-01-2024 Planning Division PDF created with pdfFactory Pro trial version www.pdffactory.com Submitted 03-01-2024 Planning Division Date: February 19, 2024 Re: Hankerson Avenue Redevelopment 5120 and 5124 Hankerson Ave. PID 28-117-21-32-0144, PID 28-117-21-32-0172 Background: This project is adjacent to the previously approved, built, and fully occupied, Grandview Townhomes of Edina PUD; we have endeavored to create a complimentary project with a different style of unit to address community feedback. We encountered considerable demand for additional homes in this area during the 2021 and 2022 Parade of Homes, and specifically for the type of homes found in this proposal. Many commenters were asking to be able to move within the City of Edina; they are strongly connected to the Community and wish to stay in Edina. But their housing needs have changed. They are looking for greater convenience and less space in their homes, one-level living, and proximity to community services. Unit Pricing starting in the $800’s is an affordable, move-down product to the cohort these market-rate units are aimed at. The homes these residents leave then become available to new residents, or existing resident move-ups. The real estate process then continues helping new residents to move into Edina; this project could free up 4, truly affordable homes in the city to new residents. The proposed $800k price point is also similar to the value of several remodeled single-family homes on this block. Neighborhood Meeting: This was held on February 7, 2024, at the Edina Library starting at 5pm. Approximately 12 resident families were represented out of 199 letters sent. Outside of 2 immediate neighbors to the property, the project received generally positive comments. The most common issue the neighbors expressed concern about was speeding in the alley behind this proposal and they asked for assistance in communicating this to the city. We do feel this is a city issue not related to this proposal, but we also express concern that traffic and other laws are being upheld in the city of Edina. We want to remind the Planning Commission and Council that we have worked with the city’s Administrative and Health departments to deal with parking and trash issues in the area. Proposal: The project consists of building a total of 4 units on the 2 subject properties in 2 – two-unit Rambler Townhome Buildings. The project also includes the removal of two, older rambler homes; one built in 1956 and one built in 1953. Both 1950’s homes suffer from minimal insulation, dated and worn finishes, and mechanicals. The 1953 home has only 2 bedrooms and 1,260sft. The 1956 home has only 1,024sft on the main floor, 3 small bedrooms, and no consideration for aging-in-place without significant reconstruction. Current statistics show that without continual maintenance and updates, 1950’s finishes have an approximate 25-year lifespan. Without that maintenance deterioration follows. Submitted 03-01-2024 Planning Division New Building Information: the units will each have a 2-car garage, with extra storage space. Units will be Ramblers, with an unfinished basement. The finished Living Space will be 1,438sft with an additional 1,100sft available in the lower level if desired. The units will have up to 4 bedrooms and 3 baths. We are proposing to amend and expand the existing Grandview Townhomes PUD to include these 2 parcels. Given the deviations approved in the existing PUD, amending it is the cleanest mechanism to entitle this project. • Rezoning these properties, and expanding the Existing PUD offers several benefits to the City and the Existing Residents of Grandview Townhomes. o It allows a seamless addition of these 4 units to the existing Grandview Townhomes PUD; this simplifies the documentation of any deviations required to allow the project to be built. o It also allows for the merging of this project into the existing 9-mile Creek Watershed plans, simplifying the agreements and future compliance. Project Specifications: • Project Density is 8.95units/acre, requiring a Comprehensive Plan amendment to Medium Density Residential (5 to 12 units per acre) from Low Density Residential (1 to 5 units per acre. o Currently the density of these lots is 6.69u/a; the current average density of the Brookside Neighborhood, of which this parcel is part of, is also 6.69u/a. o The Brookside neighborhood is not Low density Residential; it is already Medium Density Residential, but not acknowledged as such by the City’s Land Use Map. • We are requesting a rezoning from R1 to PUD (amending the existing Grandview Townhomes PUD). o Building Hardcover is ~40% (less than Grandview Townhomes which was >42%). o Setbacks from Hankerson and the Alley are identical to Grandview Townhomes, Setback from the North Property Line is 18’6”. o Building to building distance to 5112 Hankerson is about 31’. • The project is divided into 2 – 2-unit Townhome Buildings. o The proposed units are Single-level living, Rambler-style townhomes over a basement. ▪ During our sales period for Grandview Townhomes, we heard considerable demand for this style of unit from existing Edina residents who chose to visit our model and, after expressing a desire to downsize, asked us repeatedly when we would be building a product that was appropriate for ‘Move Down’ or ‘Empty Nester’ buyers from Edina. o As in Grandview Townhomes, developing the project as 2 buildings allows for a better relationship meeting the various existing grades around the site, the alley, and Hankerson Ave. The building size is similar to others in the area, even on this block. It also presents a less ‘monolithic’ building than a single 4-unit building would be. o Building to Building distance is 20’, which is the same as Grandview Townhomes. o New building heights are from 20’ to 25’above adjacent grade. • The building design is complementary to Grandview Townhomes but also has its own style. Submitted 03-01-2024 Planning Division o The siding is composite, pre-finished material with a 25-year (min) finish warranty. • Unit Pricing can start in the low $800’s (subject to industry pricing). • Building information o Units each has a 2-car garage, with extra storage space. o Units will be Ramblers, with an unfinished basement. o Basement finishes are available. o Units will have up to 4 bedrooms and 4 baths. Exterior finishes are similar, and complementary, to Grandview Townhomes. Our goal has been to create a project that enhances both the existing single-family homes in the area and the neighboring Grandview Townhomes project. We believe this project strongly contributes to Workforce Housing, fits the definition of Lifestyle Housing, and includes additional elements of the Edina 2040 Comprehensive Plan listed below. From Edina Comprehensive Plan, Housing Chapter – Housing Choice Goal 4: Support the development of a wide range of housing options to meet the diverse needs and preferences of the existing and future Edina community. 1. Promote increased housing opportunities and a diversity of housing types by promoting the creative and innovative use of land guided for residential or commercial mixed-use while promoting transit use and other mobility alternatives. 2. Promote a vision of community that is inclusive of a range of ages, incomes, abilities, and other demographics, and offers a range of housing options. 3. Promote affordable and workforce housing that includes a range of housing prices and options, based on the principle that those who contribute to the community should have the opportunity to live here. Also, this housing vision strengthens and reinvigorates community institutions and makes the city an attractive destination for young families. 4. Promote lifecycle housing to support a range of housing options that meet people’s preferences and circumstances in all stages of life. 5. Protect and maintain lifecycle housing that is important for attracting young families. 6. Retain and expand housing ownership options, while also supporting a balance between ownership and rental households. Submitted 03-01-2024 Planning Division See the image of the built Grandview Townhomes above. Sample images of unit finishes are below. PUD Regulation Discussion: 1. Purpose and Intent. The purpose of the PUD District is to provide comprehensive procedures and standards intended to allow more creativity and flexibility in site plan design than would be possible under a conventional zoning district. The decision to zone property to PUD is a public policy decision for the City Council to make in its legislative capacity. The purpose and intent of a PUD is to include most or all of the following: a. provide for the establishment of PUD (planned unit development) zoning districts in appropriate settings and situations to create or maintain a development pattern that is consistent with the City's Comprehensive Plan; Submitted 03-01-2024 Planning Division b. promote a more creative and efficient approach to land use within the City, while at the same time protecting and promoting the health, safety, comfort, aesthetics, economic viability, and general welfare of the City; c. provide for variations to the strict application of the land use regulations in order to improve site design and operation, while at the same time incorporate design elements that exceed the City's standards to offset the effect of any variations. Desired design elements may include: sustainable design, greater utilization of new technologies in building design, special construction materials, landscaping, lighting, stormwater management, pedestrian oriented design, and podium height at a street or transition to residential neighborhoods, parks or other sensitive uses; d. ensure high quality of design and design compatible with surrounding land uses, including both existing and planned; e. maintain or improve the efficiency of public streets and utilities; f. preserve and enhance site characteristics including natural features, wetland protection, trees, open space, scenic views, and screening; g. allow for mixing of land uses within a development; h. encourage a variety of housing types including affordable housing; and i. ensure the establishment of appropriate transitions between differing land uses. The project would be an improvement over the existing conditions of the site; the proposed buildings provide an appropriate transition from the higher-density apartment development and the Grandview Townhomes of Edina project to the south, to the duplexes to the west, and single- family homes to the north and west. It is “missing middle” type housing identified as desirable in the Comprehensive Plan. Examples of “missing middle” housing options include a range of multi-unit or clustered housing types compatible in scale with single-family homes that help meet the growing demand for walkable urban living. The Housing Strategy Task Force report encourages the development of duplexes or Missing Middle Housing. The Task Force also proposed a goal to consider zoning amendments that would expand housing options, such as “considering zoning amendments in limited areas (such as transitional areas and activity nodes) and pursue zoning changes to encourage split lots to allow infill, to allow lot splits for infill, single-family ownership housing, detached or attached (zero lot line), on lots after splitting that are 50’ or wider (or 3,500 sf or larger).” Comments from the Edina HRA support this kind of redevelopment. This type of housing also has market benefits; it contributes to Life-cycle Housing. According to the Edina Maxfield Housing Study: “With the overall aging of the population, more households are looking for greater convenience and less space in their housing and are selecting twin homes, detached townhomes, and condominiums.” Twin homes provide an outlet for existing homeowners to move within Edina, freeing up other Edina homes for new families. The pattern can continue with the family homes being vacated, becoming available to residents who may be Edina renters. This project also acknowledges the current, dominant, building patterns in the area; Street Facing front doors and Alley facing rear garage doors, which is a significant factor in the need for the PUD classification, at the same time adding modestly to the area’s density. 2. Applicability/Criteria a. Uses. All permitted uses, permitted accessory uses, conditional uses, and uses allowed by administrative permit contained in the various zoning districts defined in this Title shall be treated as potentially allowable uses within a PUD district, provided they would be allowable on the site under the Comprehensive Plan. Submitted 03-01-2024 Planning Division Allowed uses for this project would be the same as those allowed under R2, PRD-2 and PRD-3 Zoning Districts, all of which could be considered for this site. The Medium Density proposed classification of the site suggests “attached housing (townhouses, quads, etc.) and multi-family complexes of moderate density.” The Current Density in the neighborhood is 6.68 units/acre, which is Medium Density according to the Comprehensive Plan, and the current homes in the neighborhood are detached single-family and twin homes. This project is proposing ‘Twin homes’, as such, it is an existing and permitted use in the neighborhood. b. Eligibility Standards. To be eligible for a PUD district, all development should be in compliance with the following: i. where the site of a proposed PUD is designated for more than one (1) land use in the Comprehensive Plan, the City may require that the PUD include all the land uses so designated or such combination of the designated uses as the City Council shall deem appropriate to achieve the purposes of this ordinance and the Comprehensive Plan; The proposal would not include a mixture of land uses. However, it would include a housing type that the City has not seen much construction of over the past 20 years. As described above, the project would provide “missing middle”, Twin home - Townhome- type housing. ii. any PUD that involves a single land use type or housing type may be permitted provided that it is otherwise consistent with the objectives of this ordinance and the Comprehensive Plan; The Applicant believes this housing development provides a housing type, Twin homes, that is listed as needed in the Comprehensive Plan. iii. permitted densities may be specifically stated in the appropriate planned development designation and shall be in general conformance with the Comprehensive Plan; and The proposed building density would be 8.95 units per acre and consistent with a Medium Density Designation in the Comprehensive Plan. The Site consists of 3 lots. We are proposing a modest densification to 4 units. iv. the setback regulation, building coverage and floor area ratio of the most closely related conventional zoning district shall be considered presumptively appropriate, but may be departed from to accomplish the purpose and intent described in #1 above. The proposed project does require variances from the already established standards of a R-1, R-2, or a PRD Districts; the setbacks, building coverage, and floor area ratio standards we are asking for already exist in the immediately adjacent Grandview Townhome PUD. For the reasons stated above, we believe the purpose and intent of the PUD Ordinance are met, and amending the existing PUD is appropriate. Conclusion: Donnay Home believes that, like the Grandview Townhomes project next door, the addition of this development to the neighborhood will be a benefit to the entire Brookside neighborhood, meet the stated goals of the adjacent Grandview Small Area Plan and the Edina Submitted 03-01-2024 Planning Division Comprehensive Plan, turn barriers into opportunities, provide additional buffer to the neighborhood from the Vernon Ave Commercial area, enhance property values in the neighborhood, improve the Vernon and Hankerson streetscape, offer a type of housing that is in short supply in the City of Edina, and compliment walkability in the Brookside neighborhood. Additional Streetscape images follow: Submitted 03-01-2024 Planning Division Site PDF created with pdfFactory Pro trial version www.pdffactory.com 24 ¹» ¹» ¹» ¹º¹º ¹º ñ ñ ñ ¹»¹º ¹º ¹º ¹º ¹º ñ ¹º ñ ñ kj kj &-&- &- &-kj &- &- &- &-&- Braemar Golf Course Bredesen Park Rosland Park Pamela Park Lewis Park Highlands Park Walnut Ridge Park Todd Park Garden Park Heights Park Van Valkenburg Park Fred Richards Golf Course Creek Valley Park Lake Edina Park Krahl Hill Normandale Park Weber Field Park Arneson Acres Park Countryside Park Alden Park Utley Park Yorktown Park Wooddale Park Arden Park York Park Cornelia Park Strachauer Park Fox MeadowPark Edinborough Park KojetinPark McGuirePark BirchcrestPark SherwoodPark Melody LakePark Williams Park ChowenPark St. John'sPark TingdalePark BrowndalePark GrandviewSquare FrankTupa Park Courtney Fields ?ÞA@ ?úA@?vA@ ?úA@ ?ÞA@ ?vA@ Mud Lake LakeEdina Mirror Lake Lake Cornelia ArrowheadLake HighlandsLake IndianheadLake Melody Lake LakePamela HawkesLake Harvey Lake Centennial Lake Minnehaha Creek Nine Mile Creek Nine Mile Creek Canadian Pacific RailroadCanadian Pacific RailroadCityHall St PetersLutheran School FireStation Public Works &Park Maintenance PublicLibrary ConcordSchool CorneliaSchool HighlandSchool EdinaHighSchool Our Lady ofGrace School SouthviewMiddleSchool CountrysideSchool Valley ViewMiddle School Creek Valley School NormandaleElementary EdinaCommunityCenter GoldenYearsMontessor CalvinChristianSchool FireStationBLAKE RDSCHAEFER RDV ER N O N AV E FRANCE AVE SXERXES AVE SCAHILL RD70TH ST W 66TH ST W YORK AVE SINTERLACHEN BLVD MALONEY AVE 44TH ST W 50TH ST W 54TH ST W 58TH ST W GLEASON RD70TH ST W 76TH ST W DEWEY HILL RD VALLEY VIEW RD VALLEY VIEW RD MINNESOTA DR78TH ST W /Engineering DeptJanuary 2015 City of EdinaPedestrian Facilities Network Legend ExistingSidewalk FutureCity Sidewalk FutureNine Mile CreekRegional Trail Existing Crossing with Flashing Beacon&- ExistingPark Pathway Future Crossing with Flashing Beaconkj PEDESTRIAN NETWORK The goal of the City’s pedestrian network is to provide safe movement for all ages and abilities and to encourage active lifestyles. It should provide network continuity with broad geographic coverage and without notable gaps. Figure 3.2 below indicates locations of existing and future proposed pedestrian facilities. Refer to “Pedestrian Facilities” design guidelines in Chapter 6 for specific guidance regarding the application of these facilities. Living Streets Plan – 3. Network of Living Streets N S EWFigure 3.2. Edina Living Streets Classification Map CITY OF EDINA PEDESTRIAN FACILITIES NETWORK 25 BICYCLE NETWORK Edina’s Living Streets should provide safe, convenient and comfortable access for bicyclists throughout the city. Edina’s network of Living Streets shall accommodate all types, levels, and ages of bicyclists. Figure 3.3 below indicates locations of existing and future proposed bicycle facilities. Refer to “Bicycle Facilities” design guidelines in Chapter 6 for specific guidance regarding the application of these facilities. Living Streets Plan – 3. Network of Living Streets æ ¹» ¹» æ æ æ æ æ¹»æ æ ¹º¹º ¹º ñ ñ ñ ¹»æ æ æ ¹º ¹º æ æ ¹º æ æ ¹º ¹º æ æ æ ñ æ ¹º ñ æ ñ ?úA@ ?ÞA@ ?vA@ Mud Lake LakeEdina Mirror Lake Lake Cornelia ArrowheadLake HighlandsLake IndianheadLake Melody Lake LakePamela HawkesLake Harvey Lake Centennial Lake AldenPark VanValkenburgPark FoxMeadowPark HighlandsPark Todd Park Weber FieldPark KojetinPark BrowndalePark WooddaleParkWilliamsParkUtleyPark FrankTupaPark SherwoodPark ArdenPark YorkPark ChowenPark PamelaPark St JohnsPark StrachauerPark RoslandPark BristolParkCorneliaPark ArnesonAcresPark LakeEdinaParkFred RichardsGolf Course YorktownPark EdinboroughPark GardenPark MelodyLakePark TingdalePark CountrysidePark BredesenPark WalnutRidgePark KrahlHill Creek Valley Park HeightsPark NormandalePark McGuirePark LewisParkBraemar Park and Golf Course(Courtney Fields) Minnehaha Creek Nine Mile Creek Nine Mile Creek Canadian Pacific RailroadCanadian Pacific RailroadCityHall St Peters Lutheran Church & School FireStation Public Works &Park Maintenance CalvaryChurchPublicLibrary ConcordSchool EdinaCovenant CorneliaSchool ColonialChurch HighlandSchool CalvaryLutheran EdinaHighSchool Our Lady ofGrace Church& School SouthviewJr High CrossviewLutheran CountrysideSchool St Albans Episcopal Valley ViewJr High Creek Valley School NormandaleLutheran WooddaleChurch St PatricksCatholic New CityCovenantChurch NormandaleElementary St StephensEpiscopal EdinaCommunityCenter GoldenYearsMontessori CalvinChristianSchool GoodSamaritanMethodist EdinaMorningsideChurch ChristPresbyterianChurch ChapelHillsCongregtional Shepard of the HillsLutheran Edina Community Lutheran Church FireStationBlake RdV ernon A veFrance Ave SXerxes Ave SCahill Rd70th St W Interlachen Blvd Maloney Ave 44th S t W 50th St W 54th St W 58th St W Gleason Rd70th St W 76th St W Dewey Hill Rd Valley View Rd Valley View Rd Minnesota Dr78th St W Wooddale AveTracy AveParklawn AveConcord AveBenton Ave Gle as o n RdMalibu RdGreen Farms RdMcCauley Trl SMirror Lakes DrLincoln DrWashington AveDivision St Vernon AveGolf Ter Code AveWilryan AveNormandale RdWest Shore DrCornelia DrFrance Ave SYork Ave S77th St WOhms LnHilary Ln Olinger Blvd 66th St W Antrim Rd63rd St W Xerxes Ave S69th St W Bush Lake RdMetro Blvd66th St W 62nd St W Valley Ln Brookside Ave?úA@ ?ÞA@ ?vA@ 74th St W V alley Vie w R dEngineering DeptJanuary 2015 / Bicycle FacilitiesBike Routes (signed and/or marked as) Green Shared Bike LanesAdvisory Bike Lanes Bike Lanes Bike Boulevards Signed Bike Routes Bike or Shared Use Paths Shared Lane Markings Approved Primary Route Approved Secondary Route Figure 3.3. Bicycle Facilities Network RESOLUTION NO. 2024-30 APPROVING PRELIMINARY REZONING FROM R-1, SINGLE DWELLING UNIT DISTRICT TO PUD, PLANNED RESIDENTIAL DISTRICT-20 TO BECOME PART OF THE ADJACENT GRANDVIEW TOWNHOME PUD AND SUBDIVISION/PRELIMINARY PLAT AT 5120 & 5124 HANKERSON AVENUE BE IT RESOLVED by the City Council of the City of Edina, Minnesota, as follows: Section 1. BACKGROUND. 1.01 Donnay Homes Inc. is proposing to tear down two existing single-dwelling units to build two double dwelling units/townhomes at 5120 and 5124 Hankerson Avenue. The development would gain access off the Alley on the west side of the properties similar to the townhomes to the south. The subject properties are zoned R-1, Single Dwelling unit District. The site is guided low density residential, which allows between 1-5 units per acre. The properties are 19,468 square feet in size total (9,769 and 9,699 s.f. each). The proposed density of this project is 9 units per acre. 1.02 To accommodate the request, the following is requested: A Rezoning from R-1, Single-Dwelling Unit District to PUD-20, Planned Unit Development, to be part of the adjacent Grandview Townhome PUD. Flexibility through the PUD would be for structure setback, building coverage and lot area per dwelling, to match the existing PUD to the south. Subdivision/Preliminary Plat. 1.03 On April 11, 2024, the Planning Commission held a public hearing and recommended approval of the proposed rezoning and subdivision. Vote: 6 Ayes and 3 Nays. 1.04 On May 7, 2024, the City Council held a public hearing and considered the requests. 1.05 On May 21, 2024, the City Council approved the requests. Section 2. FINDINGS 2.01 Approval is based on the following findings: 1.The site is unique in its proximity to the Grandview District and higher density development. A recommendation in the Grandview Transportation Plan is that 52nd Street connect to Vernon Avenue by pedestrian or vehicle. Higher densities are typically located on higher capacity streets and commercial areas. RESOLUTION NO. 2024-30 Page 2 2.The proposed buildings have been designed to fit the neighborhood and would provide a reasonable transition from the high-density apartments to the south and bank to the east. 3.The front setbacks would be consistent to the single-family homes to the north. 4.Provides a housing type not being developed in the City. 5.The proposed project would meet the following goals and policies of the Comprehensive Plan: a.Multifamily Residential Single-Family Attached. This land use consists of residential units with common walls, where each unit has direct exterior access. In Edina the most common buildings of this type are townhouses and duplexes (two-family dwellings). Townhouses tend to be clustered close to highway or major road corridors, while duplexes are often found in narrow strips along major thoroughfares such as Vernon and France Avenues and serve as a buffer for adjacent single-family neighborhood detached housing. b.Multifamily. Multifamily developments are concentrated primarily along the main traffic arteries and are generally located toward the edges of the city, often in proximity to retail business establishments. Concentrations of multifamily developments are found along York Avenue, France Avenue, Vernon Avenue, Lincoln Drive, and Cahill Road. c.Integration of multi-unit housing into transitional areas. In the past, duplexes were located along many major thoroughfares in Edina as a kind of buffer or transition to the adjacent single-family housing. Today this housing type is in need of updating or replacement in many locations, and high land and redevelopment costs create pressure for higher-density housing types. Townhouse complexes have been constructed in locations such as north France Avenue. The challenge is that in many locations the duplexes are only one lot deep, which makes it difficult to provide an adequate transition to single-family scale. d.Single-family characteristics. Attached and multifamily housing should emulate single-family housing in its basic architectural elements – pitched roofs, articulated facades, visible entrances, porches or balconies. Taller buildings should step down to provide a height transition to existing adjacent residential buildings. e.Level of formality. Design the front and back facades with appropriate levels of formality. The front, as the more public side of the house, will receive the more formal treatment, with the main entrance, porch or steps and landscaping, while trash/recycling storage, play equipment and outdoor storage should be located in the back. f.Parking to the rear. Where rear-loaded or detached garages predominate, parking spaces and garages should be located to the rear of the lot or interior of the block. If this is infeasible, garages should be recessed some distance behind the main façade of the house and surface parking should be placed within side yards to the extent feasible. g.Maintaining community character. With the changing ways people are living, working, and using spaces, there will be changes in how land uses function – both in new and renovated RESOLUTION NO. 2024-30 Page 3 spaces. Edina is frequently on the forefront of innovative practices, particularly related to sustainability and technology. However, this will require some flexibility in development standards. One of the goals of innovating may be to find ways to accommodate missing housing types or to let housing be produced more affordably. Examples of housing types may include “missing middle” housing options – a range of multi-unit or clustered housing types compatible in scale with single-family homes that help meet the growing demand for walkable urban living. These housing options may include co-housing, duplexes, triplexes, fourplexes, and other smaller scale multifamily types. Ways to reduce housing costs could include modular building styles that take advantage of efficiencies in the construction process. h.Future Housing Needs. Edina’s Cities of the Future (2015) report described trends that are shaping the demand for housing in the city. It envisions a future where housing is integrated into mixed use neighborhoods, better meeting the needs of smaller households with fewer children, and an aging population. Characteristics of new housing may include: New housing options primarily are provided as attached (multifamily) apartments and townhouses and small detached lots, with a variety of sizes, uses, and resident types. 6.The plat would be similar to the townhome plat to the south. Section 3. APPROVAL NOW THEREFORE, it is hereby resolved by the City Council of the City of Edina, approves the Preliminary Rezoning from R-1, Single-Dwelling Unit District to PUD-20, Planned Unit Development District-20, and Subdivision/Preliminary Plat. Approval is subject to the following conditions: 1.The Final Development Plans must be consistent with the Preliminary Development Plans dated March 4, 2024. 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. The property owner is responsible for replacing any required landscaping that dies after the project is built. 3.Compliance with all the conditions outlined in the city engineer’s memo dated April 2, 2024. 4.Submit a copy of the Nine Mile Creek Watershed District permit. The City may require revisions to the approved plans to meet the district’s requirements. 5.Final Rezoning is contingent on the Metropolitan Council approval of the Comprehensive Plan Amendments. 6.Park dedication fee of $10,000 shall be due at the time of issuance of a building permit. RESOLUTION NO. 2024-30 Page 4 7.Compliance with the City’s Tree preservation Ordinance. Adopted by the City Council of the City of Edina, Minnesota, on May 21, 2024. 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 21, 2024, and as recorded in the Minutes of said Regular Meeting. WITNESS my hand and seal of said City this ____ day of __________________, 2024. _________________________________ Sharon Allison, City Clerk RESOLUTION NO. 2024-30 DENYING PRELIMINARY REZONING FROM R-1, SINGLE DWELLING UNIT DISTRICT TO PUD, PLANNED RESIDENTIAL DISTRICT-20 TO BECOME PART OF THE ADJACENT GRANDVIEW TOWNHOME PUD AND SUBDIVISION AT 5120 & 5124 HANKERSON AVENUE BE IT RESOLVED by the City Council of the City of Edina, Minnesota, as follows: Section 1. BACKGROUND. 1.01 Donnay Homes Inc. is proposing to tear down two existing single-dwelling units to build two double dwelling units/townhomes at 5120 and 5124 Hankerson Avenue. The development would gain access off the Alley on the west side of the properties similar to the townhomes to the south. The subject properties are zoned R-1, Single Dwelling unit District. The site is guided low density residential, which allows between 1-5 units per acre. The properties are 19,468 square feet in size total (9,769 and 9,699 s.f. each). The proposed density of this project is 9 units per acre. 1.02 To accommodate the request, the following is requested: A Rezoning from R-1, Single-Dwelling Unit District to PUD-20, Planned Unit Development, to be part of the adjacent Grandview Townhome PUD. Flexibility through the PUD would be for structure setback, building coverage and lot area per dwelling, to match the existing PUD to the south. Subdivision/Preliminary Plat. 1.03 On April 11, 2024, the Planning Commission held a public hearing and recommended approval of the proposed rezoning and subdivision. Vote: 6 Ayes and 3 Nays. 1.04 On May 7, 2024, the City Council held a public hearing and considered the requests. 1.05 On May 21, 2024, the City Council denied the requests. Section 2. FINDINGS 2.01 Denial is based on the following findings: 1.The proposed density is too high for the site. Land uses to the west and north are low density residential. Introducing medium density residential is not reasonable for the middle of this block. 2.This neighborhood is isolated from the Grandview District. The connection from 52nd Street to Vernon has not yet been made. RESOLUTION NO. 2024-30 Page 2 3.Reasonable use of the property exists today with two single-family residential homes. 4.The proposal to expand the existing PUD does not meet the PUD criteria outlined in Chapter 36 of the Edina City Code. Section 3. DENIAL NOW THEREFORE, it is hereby resolved by the City Council of the City of Edina, denies the Preliminary Rezoning from R-1, Single-Dwelling Unit District to PUD-20, Planned Unit Development District-20, and Subdivision/Preliminary Plat. Denial is based on the findings above. Adopted by the City Council of the City of Edina, Minnesota, on May 21, 2024. 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 21, 2024, and as recorded in the Minutes of said Regular Meeting. WITNESS my hand and seal of said City this ____ day of __________________, 2024. _________________________________ Sharon Allison, City Clerk RESOLUTION NO. 2024-33 APPROVING A COMPREHENSIVE PLAN AMENDMENT TO RE-GUIDE 5120 AND 5124 HANKERSON AVENUE FROM LOW DENSITY RESIDENTIAL TO MEDIUM DENSITY RESIDENTIAL BE IT RESOLVED by the City Council of the City of Edina, Minnesota, as follows: Section 1. BACKGROUND. 1.01 Donnay Homes Inc. is proposing to tear down two existing single-dwelling units to build two double dwelling units/townhomes at 5120 and 5124 Hankerson Avenue. The development would gain access off the Alley on the west side of the properties similar to the townhomes to the south. The subject properties are zoned R-1, Single Dwelling unit District. The site is guided low density residential, which allows between 1-5 units per acre. The properties are 19,468 square feet in size total (9,769 and 9,699 s.f. each). The proposed density of this project is 9 units per acre. 1.02 To accommodate the request, the following is requested: A Comprehensive Plan Amendment to re-guide the site from Low Density Residential to Medium Density Residential, which would allow 5-12 units per acre. 1.03 On April 11, 2024, the Planning Commission held a public hearing and recommended approval of the Comprehensive Plan Amendment. Vote: 6 Ayes and 3 Nays. 1.04 On May 7, 2024, the City Council held a public hearing and considered the requests. 1.05 On May 21, 2024, the City Council approved the requests. Section 2. FINDINGS 2.01 Approval is based on the following findings: 1. The proposed amendment is reasonable given its proximity to the Grandview District. The property to the south is guided medium density residential and the east is property guided MXC Mixed Use Center. 2. The proposed amendment would allow a development that would create a reasonable land use transition to the single-family residential area to the north. Developing townhouses/duplexes at the same height as would be allowed in the single-dwelling unit district would provide a good transition to the single-family homes to the north. 3. Additional density would help support the retail uses in the district. RESOLUTION NO. 2020-33 Page 2 4. The Medium-Density Residential District allows between 5-12 units per acre. The proposal is 9 units per acre. 5. The proposed project would meet the following goals and policies of the Comprehensive Plan: a. Multifamily Residential Single-Family Attached. This land use consists of residential units with common walls, where each unit has direct exterior access. In Edina the most common buildings of this type are townhouses and duplexes (two-family dwellings). Townhouses tend to be clustered close to highway or major road corridors, while duplexes are often found in narrow strips along major thoroughfares such as Vernon and France Avenues and serve as a buffer for adjacent single-family neighborhood detached housing. b. Multifamily. Multifamily developments are concentrated primarily along the main traffic arteries and are generally located toward the edges of the city, often in proximity to retail business establishments. Concentrations of multifamily developments are found along York Avenue, France Avenue, Vernon Avenue, Lincoln Drive, and Cahill Road. c. Integration of multi-unit housing into transitional areas. In the past, duplexes were located along many major thoroughfares in Edina as a kind of buffer or transition to the adjacent single-family housing. Today this housing type is in need of updating or replacement in many locations, and high land and redevelopment costs create pressure for higher-density housing types. Townhouse complexes have been constructed in locations such as north France Avenue. The challenge is that in many locations the duplexes are only one lot deep, which makes it difficult to provide an adequate transition to single-family scale. d. Single-family characteristics. Attached and multifamily housing should emulate single-family housing in its basic architectural elements – pitched roofs, articulated facades, visible entrances, porches or balconies. Taller buildings should step down to provide a height transition to existing adjacent residential buildings. e. Level of formality. Design the front and back facades with appropriate levels of formality. The front, as the more public side of the house, will receive the more formal treatment, with the main entrance, porch or steps and landscaping, while trash/recycling storage, play equipment and outdoor storage should be located in the back. f. Parking to the rear. Where rear-loaded or detached garages predominate, parking spaces and garages should be located to the rear of the lot or interior of the block. If this is infeasible, garages should be recessed some distance behind the main façade of the house and surface parking should be placed within side yards to the extent feasible. g. Maintaining community character. With the changing ways people are living, working, and using spaces, there will be changes in how land uses function – both in new and renovated spaces. Edina is frequently on the forefront of innovative practices, particularly related to sustainability and technology. However, this will require some flexibility in development standards. One of the goals of innovating may be to find ways to accommodate missing RESOLUTION NO. 2020-33 Page 3 housing types or to let housing be produced more affordably. Examples of housing types may include “missing middle” housing options – a range of multi-unit or clustered housing types compatible in scale with single-family homes that help meet the growing demand for walkable urban living. These housing options may include co-housing, duplexes, triplexes, fourplexes, and other smaller scale multifamily types. Ways to reduce housing costs could include modular building styles that take advantage of efficiencies in the construction process. h. Future Housing Needs. Edina’s Cities of the Future (2015) report described trends that are shaping the demand for housing in the city. It envisions a future where housing is integrated into mixed use neighborhoods, better meeting the needs of smaller households with fewer children, and an aging population. Characteristics of new housing may include: New housing options primarily are provided as attached (multifamily) apartments and townhouses and small detached lots, with a variety of sizes, uses, and resident types. Section 3. APPROVAL NOW THEREFORE, it is hereby resolved by the City Council of the City of Edina, approves the Comprehensive Plan Amendment as proposed. Approval is subject to the following conditions: 1. Approval of the Metropolitan Council. Adopted by the City Council of the City of Edina, Minnesota, on May 21, 2024. ATTEST: Sharon Allison, City Clerk James B. Hovland, Mayor STATE OF MINNESOTA ) COUNTY OF HENNEPIN )SS CITY OF EDINA ) RESOLUTION NO. 2020-33 Page 4 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 21, 2024, and as recorded in the Minutes of said Regular Meeting. WITNESS my hand and seal of said City this ____ day of __________________, 2024. _________________________________ Sharon Allison, City Clerk RESOLUTION NO. 2024-33 DENYING A COMPREHENSIVE PLAN AMENDMENT TO RE-GUIDE 5120 AND 5124 HANKERSON AVENUE FROM LOW DENSITY RESIDENTIAL TO MEDIUM DENSITY RESIDENTIAL BE IT RESOLVED by the City Council of the City of Edina, Minnesota, as follows: Section 1. BACKGROUND. 1.01 Donnay Homes Inc. is proposing to tear down two existing single-dwelling units to build two double dwelling units/townhomes at 5120 and 5124 Hankerson Avenue. The development would gain access off the Alley on the west side of the properties similar to the townhomes to the south. The subject properties are zoned R-1, Single Dwelling unit District. The site is guided low density residential, which allows between 1-5 units per acre. The properties are 19,468 square feet in size total (9,769 and 9,699 s.f. each). The proposed density of this project is 9 units per acre. 1.02 To accommodate the request, the following is requested: A Comprehensive Plan Amendment to re-guide the site from Low Density Residential to Medium Density Residential, which would allow 5-12 units per acre. 1.03 On April 11, 2024, the Planning Commission held a public hearing and recommended approval of the Comprehensive Plan Amendment. Vote: 6 Ayes and 3 Nays. 1.04 On May 7, 2024, the City Council held a public hearing and considered the requests. 1.05 On May 21, 2024, the City Council approved the requests. Section 2. FINDINGS 2.01 Denial is based on the following findings: 1.The proposed density is too high for the site. Land uses to the west and north are low density residential. Introducing medium density residential is not reasonable for the middle of this block. 2.This neighborhood is isolated from the Grandview District. The connection from 52nd Street to Vernon has not yet been made. 3.Reasonable use of the property exists today with two single-family residential homes. RESOLUTION NO. 2024-33 Page 2 Section 3. DENIAL NOW THEREFORE, it is hereby resolved by the City Council of the City of Edina, denies the Comprehensive Plan Amendment as proposed. Adopted by the City Council of the City of Edina, Minnesota, on May 21, 2024. 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 21, 2024, and as recorded in the Minutes of said Regular Meeting. WITNESS my hand and seal of said City this ____ day of __________________, 2024. _________________________________ Sharon Allison, City Clerk Existing text – XXXX Stricken text – XXXX Added text – XXXX ORDINANCE NO. 2024-03 AN ORDINANCE AMENDING THE ZONING ORDINANCE FOR THE PUD-20, PLANNED UNIT DEVELOPMENT-20 ZONING DISTRICT The City Of Edina Ordains: Section 1. Chapter 36, Article VIII, Division 4 is hereby amended as follows: Sec. 36-507 Planned Unit Development District-20 (PUD-20) – 5120, 5124, 5132 and 5136-48 Hankerson Avenue – Hankerson Townhomes (a) Legal description: The South Half of Lot 8 and all of Lots 9, 10, 11 and 12, Block 9, Brookside Heights, Hennepin County, Minnesota Lots 1-8, Block 1, Grandview Townhomes of Edina, and Lots 1-4, Block 2, Grandview Townhomes of Edina 2nd Addition, Hennepin County Minnesota. (b) Approved Plans. Incorporated herein by reference are the re-development plans, dated May 4, 2020 except as amended by City Council Resolution No. 2020-92 on file in the Office of the Planning Department. Phase 2. Incorporated herein by reference are the plans, dated ________ except as amended by City Council Resolution No. 2024-___ on file in the Office of the Planning Department. (c) Principal Uses: Multi-family Townhomes/Condos. (d) Accessory Uses: All accessory uses allowed in the R1 Zoning District. (e) Conditional Uses: None (f) Signs shall be regulated per the R-1 Zoning District. 2 (g) Development Standards. In addition to the development standards per the R-1 Zoning District, the following shall apply: Standard Front – Hankerson Ave. Front – 52nd Avenue Side – North Side/Rear – West 35 feet (porch 30’) 32 feet 12 feet 20 feet Building Height 2-1/2 stories & 33 feet 1-1/2 stories & 25 feet (two-unit townhomes) Building Coverage .45 Density 8 12 units Section 2. This ordinance is effective upon approval. First Reading: Second Reading: Published: Attest: Sharon Allison, City Clerk James B. Hovland, Mayor Please publish in the Edina Sun Current on: Send two affidavits of publication. Bill to Edina City Clerk EdinaMN.gov Comprehensive Plan Amendment, Rezoning & Subdivision 5120 and 5124 Hankerson Avenue Site Sketch Plan Sketch Plan A Comprehensive Plan Amendment to re-guide the site from Low Density Residential to Medium Density Residential, which would allow 5-12 units per acre. A Rezoning from R-1, Single-Dwelling Unit District to PUD-20, Planned Unit Development, to be part of the adjacent Grandview Townhome PUD. Flexibility through the PUD would be for structure setback, building coverage and lot area per dwelling, to match the existing PUD to the south. Subdivision/Preliminary Plat. Request Requires Staff has provided the Planning Commission and City Council with alternatives to consider for approval and denial of the request. An argument can be made for and against the proposed development. The City has complete discretion to approve or deny. Primary Issues •Is the Comprehensive Plan Amendment reasonable? •Is the Rezoning to PUD reasonable? Primary Issues •Is the Comprehensive Plan Amendment reasonable? 1.The proposed project would meet goals and policies of the Comprehensive Plan: o Multifamily. Multifamily developments are concentrated primarily along the main traffic arteries and are generally located toward the edges of the city, often in proximity to retail business establishments. Concentrations of multifamily developments are found along York Avenue, France Avenue, Vernon Avenue, Lincoln Drive, and Cahill Road. o Integration of multi-unit housing into transition areas. o Single-family characteristics. Attached and multifamily housing should emulate single- family housing in its basic architectural elements – pitched roofs, articulated facades, visible entrances, porches or balconies. Taller buildings should step down to provide a height transition to existing adjacent residential buildings. Primary Issues •Is the Comprehensive Plan Amendment reasonable? o Parking to the rear. Where rear-loaded or detached garages predominate, parking spaces and garages should be located to the rear of the lot or interior of the block. If this is infeasible, garages should be recessed some distance behind the main façade of the house and surface parking should be placed within side yards to the extent feasible. o Maintaining community character. With the changing ways people are living, working, and using spaces, there will be changes in how land uses function – both in new and renovated spaces. Edina is frequently on the forefront of innovative practices, particularly related to sustainability and technology. However, this will require some flexibility in development standards. One of the goals of innovating may be to find ways to accommodate missing housing types or to let housing be produced more affordably. Examples of housing types may include “missing middle” housing options – a range of multi-unit or clustered housing types compatible in scale with single-family homes that help meet the growing demand for walkable urban living. These housing options may include co-housing, duplexes, triplexes, fourplexes, and other smaller scale multifamily types. Ways to reduce housing costs could include modular building styles that take advantage of efficiencies in the construction process. Primary Issues •Is the Comprehensive Plan Amendment reasonable? Primary Issues •Is the Comprehensive Plan Amendment reasonable? Primary Issues •Is the Rezoning to PUD reasonable? Primary Issues •Is the Rezoning to PUD reasonable? 1. The purpose and intent of a PUD is to include most or all of the following: a. provide for the establishment of PUD (planned unit development) zoning districts in appropriate settings and situations to create or maintain a development pattern that is consistent with the City's Comprehensive Plan; This area was found to be an appropriate setting. b. promote a more creative and efficient approach to land use within the City, while at the same time protecting and promoting the health, safety, comfort, aesthetics, economic viability, and general welfare of the City; An efficient approach to provide housing lacking in the city (Missing middle) c. provide for variations to the strict application of the land use regulations in order to improve site design and operation, while at the same time incorporate design elements that exceed the City's standards to offset the effect of any variations. Desired design elements may include: sustainable design, greater utilization of new technologies in building design, special construction materials, landscaping, lighting, stormwater management, pedestrian oriented design, and podium height at a street or transition to residential neighborhoods, parks or other sensitive uses; d. ensure high quality of design and design compatible with surrounding land uses, including both existing and planned; e. maintain or improve the efficiency of public streets and utilities; f. preserve and enhance site characteristics including natural features, wetland protection, trees, open space, scenic views, and screening; g. allow for mixing of land uses within a development; h. encourage a variety of housing types including affordable housing; and i. ensure the establishment of appropriate transitions between differing land uses. Primary Issues •Is the Rezoning to PUD reasonable? The project would simply be an extension of the existing PUD Zoning District to the south. The structures would step down from the existing townhomes that are two stories, toward the single-family homes to the north and west to better transition into the neighborhood. The buildings provide an appropriate transition from the high-density development to the south (apartments) to the existing 4-unit, two-story townhomes to these one-story townhomes/duplexes to the single-family homes to the north. The project would provide a housing type the City has not seen much development of. It is an extension of “missing middle” type housing option identified in the Comprehensive Plan. “Examples of housing types may include “missing middle” housing options – a range of multi- unit or clustered housing types compatible in scale with single-family homes that help meet the growing demand for walkable urban living. Site Options Recommendation Close the in-person public hearing, keep public input open until Sunday, May 12, and continue action to the May 21, 2024, City Council meeting. Project Report Better Together Edina 5120-5124 Hankerson Ave. Townhomes Visitors 21 Contributors 4 CONTRIBUTIONS 6 01 April 24 Liz Olson AGREES 0 DISAGREES 0 REPLIES 0 03 April 24 Bridget lionetti AGREES 0 DISAGREES 0 REPLIES 0 Better Together Edina GUEST BOOK Public Input- 5120-5124 Hankerson Ave. Townhomes Hi my name is Beth Pruett and I live at 5240 Interlachen Boulevard. I vehemently oppo se this development. The town homes that are going up on that street are nearly $1 mil lion for a town home plus fees. The two houses that they are talking about tearing dow n are two of the very only remaining affordable houses in this area. Everything in this n eighborhood is being torn down and re-developed either into a home that is between $ 1.5 million and $4 million or into a townhome that costs nearly $1 million. This neighbor hood is a very progressive neighborhood for Edina and its family centric. There are a lo t of young families with children who love the Highlands School which is why many mo ve into this area. It's also one of the most Minneapolis accessible neighborhoods, so a l ot of young working families move into this neighborhood. By developing additional tow nhomes, that I imagine will be in the same price range because it is the same develop er, that are going to be nearly $1 million a piece for a townhome plus fees. You are telli ng me and young families with elementary aged children that this is not a neighborhoo d for them, the current neighborhood, or older people who want the townhome without t he maintenance. You are making this neighborhood inaccessible to the people who cur rently live here. Please reconsider and do not accept this proposal to redevelop two sm all family homes into additional $1 million townhomes. Thank you for your consideratio n. (Voicemail received 4/1/24 and transcribed by City Staff) We have lived in the neighborhood for 25 years. We do not want any more town homes or multi family units built in our neighborhood! They already have enough. There are ve ry few starter single family homes left in Edina in this small pocket neighborhood. We n eed to keep as many of these as we can. Not everyone want to live in expensive multi unit dwellings. It has already created a problem in our alley since they built the town ho mes with so much traffic and kids are not safe in the street and alley. They speed down the alley! I live at 5113 William Ave, Edina MN 55436 and I am very opposed to this, an d so are most of my neighbors. Please reconsider passing this. We want to keep this a more traditional single home dwelling neighborhood that young families can afford to m ove into Edina and live in. It also does not make our properties any more valuable putti ng these up. It takes value away. 05 April 24 Liz Olson AGREES 0 DISAGREES 0 REPLIES 0 05 April 24 Liz Olson AGREES 0 DISAGREES 0 REPLIES 0 10 April 24 jpohle AGREES 0 DISAGREES 0 REPLIES 0 Better Together Edina : Summary Report for 30 January 2019 to 12 May 2024 GUEST BOOK Public Input- 5120-5124 Hankerson Ave. Townhomes Bridget Lionette 5113 William Ave in Edina. I'm calling about the Hankerson Donnay H omes construction project that they’re trying to build some more townhomes next to the ones they've already built. I've lived in this neighborhood for 25 years. None of us are h appy about this. The townhomes they’ve already put in have created a big problem in o ur alley with a lot of extra traffic going through it making it not safe for the kids and peo ple are going too fast through the alleys and just so much traffic in the alleys. The alley s are getting overly used and there's so few single family homes that are entry level for people to move into Edina and the last thing we need to be doing is getting rid of more of those and putting up expensive townhomes. People need to be able to have the cha nce to live in Edina that are young starter families that can afford to move in to some of the small homes in Edina and there are just so few of them left. It is taking away value from our land with the trading of all these townhomes because we want a nice little poc ked neighborhood, like we have. We need single family homes for young families. We are very opposed to it and would like to keep the 2 single family homes that are there in stead of them turning into this multi-family unit. Edina has enough multi-family units and we are losing too much of our single-family homes. We need no more of these in this a rea. They’re everywhere in our area. We would like to keep these homes in the place t hat they are and not take away these single-family homes. Thank you. (Voicemail recei ved 4/3/24 at 11:50 AM. Transcribed by city staff). Hi, this is Kristin Kunz at 5024 William Avenue. Just calling to say that we're fine with t he new dwelling units that they're planning. I think they're planning on being one level. Just wanted to make sure again that Hankerson would never connect directly to Verno n. Due to safety considerations for the neighborhood. Thanks. Bye. (Voicemail receive d 4/4/24 at 5:53 PM. Transcribed by city staff). This is Jim Pohle who lives at 5148 Hankerson Ave in one of the newly developed Gra ndview townhomes built by Donnay. We approve of the plans for Donnay to build two m odest in size townhomes adjacent to the Grandview townhomes. Donnay is a responsi ble developer, our neighborhood is already undergoing change in the housing stock an d Donnay builds respectful and quality homes that fit into the neighborhood they are bu ilding. Donnay is a local developer who has been building homes in Edina for a long ti me. They are not a national developer who doesn't care about the neighborhoods. Reg arding this project, It would not be increasing density by that much and there are many duplex homes in the neighborhood already. I believe with this one level villa style town homes it will beautify our neighborhood! Page 5 of 6 04 May 24 Mike Lee AGREES 0 DISAGREES 0 REPLIES 0 Better Together Edina GUEST BOOK Public Input- 5120-5124 Hankerson Ave. Townhomes This is Mike and Ellie Lee at 6128 Oaklawn Ave in the Pamela Park neighborhood. We are vehemently opposed to this project and any future projects that would require re-zo ning any single-dwelling sites in Edina. We were recently made aware developers have acquired and/or are in the process of acquiring 6132 and 6136 Oaklawn Ave. As you pr obably know, these lots are adjacent to the 4404 Valley View townhomes that are neari ng completion. This caused us to start asking around, which led to our discovery of the 5120-5124 Hankerson Ave. Townhomes project that is up for public hearing at the May 7 City Council meeting. Other residents should have been notified of this project, as it i mpacts other neighborhoods. Why didn’t this happen? The 5120-5124 Hankerson Ave Townhomes proposal opens a Pandora's box of issues that, if approved, will undoubted ly spread to other neighborhoods in our city. When did the city make the decision to sto p following the comprehensive plan and small area plans it invested hard earned taxpa yer dollars in? A Comprehensive Plan Amendment to re-guide the site from Low Densit y Residential to Medium Density Residential, which would allow 5-12 units per acre an d a Rezoning from R-1, Single-Dwelling Unit District to PUD, Planned Unit Developme nt, to be part of the adjacent Grandview Townhome PUD are enormous asks. The fact t hat developers put the time, effort and investment into a proposal that is so far out of sc ope with what is in the comprehensive plan is a direct result of the leeway the city has shown in recent years regarding new development and variances. Bottom line and if a pproved, the precedent this project sets will mean there is essentially nothing to stop to wnhomes from taking over single-family homes in our neighborhoods. If this project is approved, what bar will developers need to meet to receive approval to demolish the ex isting single-family homes at 6132 and 6136 Oaklawn Ave? Is the city's goal to eliminat e single-family homes in Edina? In conclusion, if this project is approved, what will be l eft to protect single family homes in our neighborhoods? Date: May 11, 2024 Re: Hankerson Avenue Redevelopment 5120 and 5124 Hankerson Ave., Edina, MN PID 28-117-21-32-0144, PID 28-117-21-32-0172 Overview: We wish to comment on numerous statements that were presented at the Planning Commission and City Council meeting that we believe cloud the facts of this application. Executive Summary: This project is adjacent to the previously approved, built, and fully occupied, Grandview Townhomes of Edina PUD. • We encountered considerable demand for additional homes in this area during the 2021 and 2022 Parade of Homes, specifically for the type of homes found in this proposal. • They said they were looking for greater convenience and less space in their homes, one- level living, and proximity to community services. • Unit Pricing starting in the higher $700’s is an affordable, move-down product to the cohort these market-rate units are aimed at. Neighborhood Meeting: This was held on February 7, 2024, at the Edina Library starting at 5pm. • Approximately 12 resident families were represented out of 199 letters sent. Outside of 2 immediate neighbors to the property, the project received generally positive comments. • The most common issue the neighbors expressed concern about was speeding in the alley behind this proposal and they asked for assistance in communicating this to the city. o While we do feel this is a city issue not related to this proposal, we express concern that traffic, and other laws, are being upheld in the city of Edina. o We wish to add our voices to the neighborhood request to consider adding traffic calming measures like speed bumps to the alley. • We want to remind the Planning Commission and Council that we have worked with the city’s Administrative and Health departments to deal with parking and trash issues in the area. • We invite the City Council to visit the site with an eye toward the existing neighbors who have developed their properties, and how that has affected the lot coverage on their lots. One adjacent neighbor has added hardcover to virtually all of their yard. o Answering the comment of a resident, we remind the Council that this project’s Storm Water Management Plan fully addresses the additional coverage and runoff we are requesting. This has not occurred with the older single-family homes in the neighborhood. Proposal Review: The project consists of building a total of 4 units on the 2 subject properties in 2 – two-unit Rambler Townhome Buildings. • We acknowledge the project includes the removal of two, older rambler homes. o Both 1950’s era homes suffer from minimal insulation, dated and worn finishes, and mechanicals. Current statistics show that without continual maintenance and updates, 1950’s finishes have an approximate 25-year lifespan. Without that maintenance, deterioration follows. • Characterizations that these two houses are unique in the city are in error; there still exist many thousands of houses in Edina that are similar to these and meet the subjective ‘affordable’ term. • Stating that a house like this ‘works for the speaker’ is also a highly subjective comment. While they may ‘work’, they are still 70-year-old homes, with outdated insulation, mechanicals, and finishes that are, or have, reached the end of their useful lives. They are also woefully inadequate as related to current energy and carbon-neutral policy goals. • We are proposing to amend and expand the existing Grandview Townhomes PUD to include these 2 parcels. Given the deviations approved in the existing PUD, amending it is the ‘cleanest’ mechanism to entitle this project. o But for the existing, adjacent, approved PUD, other Zoning classifications like PRD3 or R2 could have been utilized. o We believe focusing on the choice to utilize PUD zoning is an error on the part of some of the Council as it appears Members are ignoring the adjacent PUD, which was approved by the Council. o Contrary to citizen and member comments, amending a PUD is a valid use of the PUD ordinance, as long as the conditions of the application are similar to the original. o In this case, the existing conditions are similar to the original. Land Use Comment: • We wish to remind the Council that currently the density of these lots is 6.69u/a; the current average density of the Brookside Neighborhood, of which this parcel is part of, is also 6.69u/a. o The Brookside neighborhood is between 5 and 12 units per acre and is not Low density Residential; it is already Medium Density Residential, but not acknowledged as such by the City’s Comprehensive Plan or Land Use Map. o We are somewhat mystified why this fact is not addressed in more detail. o Denying the Landowner the opportunity to correct the City’s Land Use Map as defined by the Comprehensive Plan, requiring a downzoning (in practical terms) of this location, could be construed as a legislative taking. • We remind the Council this site is immediately adjacent to Commercial Zoning. Commercial Zoning is a very high-intensity use. Allowing Medium-Density Residential to Low-Density Residential is a highly accepted zoning technique. o The image above shows a view from the site demonstrating the adjacent Commercial Zoning. And the impact that use has on the neighborhood. o We apologize this view was not provided during the Council meeting. • We also wish to remind the Council that there is at least one Group Home in the neighborhood. While technically a Residential Use, in practical terms, it is a higher intensity use than R1 Single-family We would encourage the City Council to review the PUD Regulation comments below. PUD Regulation Discussion: 1. Purpose and Intent. The purpose of the PUD District is to provide comprehensive procedures and standards intended to allow more creativity and flexibility in site plan design than would be possible under a conventional zoning district. The decision to zone property to PUD is a public policy decision for the City Council to make in its legislative capacity. The purpose and intent of a PUD is to include most or all of the following: a. provide for the establishment of PUD (planned unit development) zoning districts in appropriate settings and situations to create or maintain a development pattern that is consistent with the City's Comprehensive Plan; b. promote a more creative and efficient approach to land use within the City, while at the same time protecting and promoting the health, safety, comfort, aesthetics, economic viability, and general welfare of the City; c. provide for variations to the strict application of the land use regulations in order to improve site design and operation, while at the same time incorporating design elements that exceed the City's standards to offset the effect of any variations. Desired design elements may include: sustainable design, greater utilization of new technologies in building design, special construction materials, landscaping, lighting, stormwater management, pedestrian-oriented design, and podium height at a street or transition to residential neighborhoods, parks or other sensitive uses; d. ensure high quality of design and design compatible with surrounding land uses, including both existing and planned; e. maintain or improve the efficiency of public streets and utilities; f. preserve and enhance site characteristics including natural features, wetland protection, trees, open space, scenic views, and screening; g. allow for mixing of land uses within a development; h. encourage a variety of housing types including affordable housing; and i. ensure the establishment of appropriate transitions between differing land uses. The proposal provides an appropriate transition from the higher-density apartment development and the Grandview Townhomes of Edina project to the south, to the duplexes to the west, and single-family homes to the north and west. It is “missing middle” type housing identified as desirable in the Comprehensive Plan. The Housing Strategy Task Force report and the University of Minnesota Resilient Communities Project Study Report encourage the development of duplexes or Missing Middle Housing, especially in this location. The Task Force also proposed a goal to consider zoning amendments that would expand housing options, such as “considering zoning amendments in limited areas (such as transitional areas and activity nodes) and pursue zoning changes to encourage split lots to allow infill, to allow lot splits for infill, single-family ownership housing, detached or attached (zero lot line), on lots after splitting that are 50’ or wider (or 3,500 sf or larger).” This application represents a request to consider Zoning that is not available to us as the current Zoning does not represent the current us, and the current zoning has not yet caught up to the directions expressed in the Comprehensive Plan, the Housing Task Force report or the University of Minnesota Resilient Communities Project Study Report. Requiring landowners to wait for the City to complete amendments to make the changes indicated by these documents is not reasonable. Because these requests continue to be submitted to the City it seems that the Market (Edina Residents) and the Housing Industry already recognize the need for these changes. Comments from the Edina HRA support this kind of redevelopment. This type of housing also has market benefits; it contributes to Life-cycle Housing. According to the Edina Maxfield Housing Study: “With the overall aging of the population, more households are looking for greater convenience and less space in their housing and are selecting twin homes, detached townhomes, and condominiums.” Twin homes provide an outlet for homeowners to move within Edina, freeing up other Edina homes for new families. The pattern can continue with the family homes being vacated, becoming available to residents who may be Edina renters. We strongly encourage the City’s Planning Commission and Council to respect the work of its Planning and HRA staff. 2. Applicability/Criteria a. Uses. All permitted uses, permitted accessory uses, conditional uses, and uses allowed by administrative permit contained in the various zoning districts defined in this Title shall be treated as potentially allowable uses within a PUD district, provided they would be allowable on the site under the Comprehensive Plan. Allowed uses for this project would be the same as those allowed under R2, PRD-2 or PRD-3 Zoning Districts, all of which could be considered for this site. But for the existing, adjacent PUD, any of those alternate Zoning Classifications could have been considered for this application. The City does not currently allow for an application that requests consideration of multiple Zoning Classifications. The Medium Density proposed classification of the site suggests “attached housing (townhouses, quads, etc.) and multi-family complexes of moderate density.” The Current Density in the neighborhood is 6.68 units/acre, which is Medium Density according to the Comprehensive Plan, and the current homes in the neighborhood are detached single-family and twin homes. This project is proposing ‘Twin homes’ (as a general style), and as such, it is an existing and permitted use in the neighborhood. b. Eligibility Standards. To be eligible for a PUD district, all development should be in compliance with the following: i. where the site of a proposed PUD is designated for more than one (1) land use in the Comprehensive Plan, the City may require that the PUD include all the land uses so designated or such combination of the designated uses as the City Council shall deem appropriate to achieve the purposes of this ordinance and the Comprehensive Plan; The proposal would not include a mixture of land uses. However, it would include a housing type that the City has not seen much construction of over the past 20 years. As described above, the project would provide “missing middle”, Twin home, Townhome- type housing. ii. any PUD that involves a single land use type or housing type may be permitted provided that it is otherwise consistent with the objectives of this ordinance and the Comprehensive Plan; We believe this housing development provides a housing type, Twin homes, Townhomes, listed as needed in the Comprehensive Plan. iii. permitted densities may be specifically stated in the appropriate planned development designation and shall be in general conformance with the Comprehensive Plan; and The proposed building density would be 8.95 units per acre and consistent with a Medium Density designation in the Comprehensive Plan. The neighborhood is already Medium-Density in fact. The Site consists of 3 lots. We are proposing modest densification to 4 units. Medium Density is an appropriate density adjacent to Commercial land use and Arterial Streets. iv. the setback regulation, building coverage and floor area ratio of the most closely related conventional zoning district shall be considered presumptively appropriate, but may be departed from to accomplish the purpose and intent described in #1 above. While the proposed project does require variances from the already established standards of a R-1, R-2, or a PRD Districts; the setbacks, building coverage, and floor area ratio standards we are asking for already exist in the immediately adjacent Grandview Townhome PUD. For the reasons stated above, we believe the purpose and intent of the PUD Ordinance are met, and amending the existing PUD is appropriate. Conclusion: Donnay Homes believes that the addition of this development to the neighborhood will be a benefit to the entire Brookside neighborhood, buffering most of the Brookside neighborhood from the higher density of the immediately adjacent Commercial Zoning and Arterial Streets. Date: May 21, 2024 Agenda Item #: IX.C. To:Mayor and City Council Item Type: Report / Recommendation From:Cary Teague, Community Development Director Item Activity: Subject:Resolution No. 2024-31, Site Plan with Variances and Subdivision for Edina Endodontics, 7300 Metro Boulevard Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Adopt Resolution No. 2024-31 approving site plan, variances and subdivision at 7300 Metro Blvd for Edina Endodontics. INTRODUCTION: Hempel Real Estate, on behalf of Edina Endodontics, is proposing to build a new 6,000 square foot dental office in the parking lot of 7300 Metro Boulevard. The existing site contains a 110,790 square foot office building that is served by a surface parking lot. The lot is 5.47 acres in size. The property is zoned Planned Office District, in which dental offices are a permitted use. (See attached plans and narrative.) The request requires the following: Site Plan Review. Variances: First floor ceiling height from 20 to 10 feet and side yard setback from 20 to 10 feet. Subdivision. The applicant went through the sketch plan process and has made revisions to the plans based on the feedback from the P lanning Commission and City Council. The most significant change includes eliminating the parking lot in front of the building. The Planning Commission unanimously recommends approval of the requests. Better Together Edina Public Input ATTACHMENTS: Description Engineering Memo Staff Report to Planning Commision, April 11, 2024 Proposed Plans and Renderings Site Location, Zoning and Comp. Plan Traffic and Parking Study 7300 Metro Site Dental Plan Variance Presentation BetterTogether Public Hearing Report Resolution No. 2024-31 DATE: April 2, 2024 TO: 7300 Metro Boulevard - Owner and Development Team CC: Cary Teague – Community Development Director FROM: Chad Millner P.E. - Director of Engineering Ross Bintner P.E. – Engineering Services Manager Ben Jore P.E. – Senior Project Engineer Andrew Scipioni, Transportation Planner Marisa Bayer, Sustainability Manager RE: 7300 Metro Boulevard – Development Review The Engineering Department has reviewed the subject property for pedestrian facilities, utility connections, grading, flood risk, and storm water. Plans reviewed included civil and landscape dated 3/11/24. General 1. Deliver as-built records of all utilities including storm, sanitary, and watermain for both public and private post construction. Survey 2. An existing and proposed site condition survey is required. 3. Show all existing and proposed public and private easements. Drainage & utility easements will be required. Living Streets 4. Design sidewalks to meet ADA requirements. Traffic and Street 5. Construction staging and traffic control plans will be required. 6. Building access roads and entrances will need to accommodate Edina’s ladder fire truck. 7. Confirm all roads are designed for Edina’s 80,000lb fire truck load. 8. 48 hrs notice is required for road closures related to construction operations. Complete the road closure form from the City’s website. 9. Consider impacts from deliveries to pedestrian and vehicular traffic. Sanitary and Water Utilities 10. Sanitary service is shown to connect to the trunk line off the property to the west. Permission and private easement from the property owner is required to make the sanitary connection. 11. Remove all abandoned sanitary and water services to the main. 12. Domestic water shall be sized by the developer’s engineer. 13. Domestic sanitary shall be sized by the developer’s engineer. 14. Sewer and water connection permits required for all connections. City staff to be present to inspect, cost to be paid by developer. 15. Separate meters for fire and domestic services will be required. 16. A SAC and WAC determination will be required and Met Council and City fees will be calculated from the determination. Storm Water Utility 26. Provide hydraulic and hydrologic report meeting watershed and state construction site permit requirements. 27. Provide geotechnical report with soil borings. 28. The property is within a local flood zone. The 100yr HWL of the local flood zone is 827.80. The FFE of the proposed dental office is 829.80. The dental office meets the freeboard requirement. 29. Applicant proposes to fill existing flood storage and provide compensatory storage by oversizing ponds and underground storm chambers used to provide rate and volume control meeting Nine Mile Watershed standards. City will confirm compensatory flood storage provided causes no net increase in flood risk to structures or neighboring properties in 1% probability event by modeling proposed system in XP-SWMM. Results will be provided to developer’s engineer. Developer must modify storage to provide no increase in risk, if results show increase. 30. Evidence of watershed district permit and copies of private maintenance agreement for storm water system in favor of watershed is required for building permit. 31. Retention system engineer required to verify construction of the underground retention systems done per plan. 32. Provide signed plan from underground retention system and confirm it is designed for 80,000lb fire truck load and outriggers. Grading Erosion and Sediment Control 33. A SWPPP has been submitted. SWPPP to be reviewed at building permit. Sustainability 34. Edina’s Climate Action Plan commits our community to reducing greenhouse gas emissions 45% by 2030 and achieve net-zero emissions by 2050. This project can take steps to support our Climate Action Plan goals by: a. Participating in Xcel Energy’s New Building programs, like Energy Efficient Buildings, to receive no-cost support to identify energy-saving opportunities in your design. b. Contacting CenterPoint Energy for their Builder and Developer Programs. The program assists in finding rebates and other programs that can help builders, developers, and their customers save energy and money. c. Building external trash enclosure/screen that make enough room for an organics bin along with trash and recycling. Business communities are finding separating organic waste reduces their waste management expenses and their greenhouse gas emissions. d. Consider electric vehicle charging capability for at least 15% of new parking stalls. 35. If this project receives new Planned Unit Development (PUD) zoning or financial assistance from the City of Edina or Edina Housing & Redevelopment Authority, it will need to comply with the Sustainable Building Policy. Other Agency Coordination 36. Nine Mile Creek Watershed permit is required. Plans should be submitted to them for comment. MDH, MPCA and MCES and others as required. Hempel Real Estate, on behalf of Edina Endodontics, is proposing to build a new 6,000 square foot dental office in the parking lot of 7300 Metro Boulevard. The existing site contains a 110,790 square foot office building that is served by a surface parking lot. The lot is 5.47 acres in size. The property is zoned Planned Office District, in which dental offices are a permitted use. (See attached plans and narrative.) The request requires the following: Site Plan Review. Variances: First floor ceiling height from 20 to 10 feet and side yard setback from 20 to 10 feet. Subdivision. The applicant went through the sketch plan process and has revised the plans based on the feedback from the Planning Commission and City Council. The most significant change includes eliminating the parking lot in front of the building. SUPPORTING INFORMATION Surrounding Land Uses Northerly: Offices; zoned POD-2, Planned Office District – 2 Easterly: Highway 100 Southerly: Office buildings; zoned POD-2, Planned Office District – 2 Westerly: Office buildings; zoned POD-2, Planned Office District – 2 April 11, 2024 Planning Commission Cary Teague, Community Development Director Site Plan with Variances and Subdivision – Edina Endodontics, 7300 Metro Boulevard Information / Background: STAFF REPORT Page 2 Existing Site Features The subject site contains an office building with surface parking and perimeter landscaping. Planning Guide Plan designation: O, Office Zoning: POD-2, Planned Office District – 2 Site Circulation/Traffic The proposal would relocate one drive entrance to the site, shifting slightly to the north, which would provide more green space including a rain garden in front of the building. Primary parking would be along the side of the building. which would help traffic conflict on Edina Industrial Boulevard. There would be boulevard sidewalk proposed along Edina Industrial Boulevard in the future. Construction of this segment on this property is not necessary at this time, as there is adequate space within the existing right-of-way to construct in the future. Stantec Consulting conducted a traffic study. (See attached traffic study.) The study concludes that the existing roadways would have minimal impact on the adjacent roadways and can support the project. Parking The proposed 6,000 square foot bank would require 20 off-street parking stalls per Section 36- 1311 (v) of the Edina City Code. The applicant is proposing 31 parking stalls on their new proposed lot, therefore, is code compliant. Calculating the existing building and new dental office 389 spaces would be required. The proposed plans would provide 412 spaces. As a condition of approval, bicycle parking must be installed on the site. City Code would require 1 bike parking stalls based on the number of parking stalls proposed. Landscaping Based on the size of the entire site, site 48 over-story trees are required to be planted. There are 58 overstory trees on the site that would remain and is proposing to add 6 over-story trees with a full complement of understory shrubs and bushes. Grading/Drainage/Utilities The city engineer has reviewed the proposed plans and found them to be acceptable. (See attached engineering review memo.) Building/Building Material The building materials would be a combination of stone and metal panel. (See attached renderings and building materials.) STAFF REPORT Page 3 Mechanical Equipment/Trash Enclosures Any rooftop and/or ground level equipment and trash enclosures would have to be screened if visible from adjacent property lines. The trash area in the northwest corner of the site shall be screened. Subdivision The applicant is proposing to divide the parcel into two lots, so the new dental clinic is located on its own lot. There is no minimum lot size in the POD Zoning District. For setback purposes, per Section 36-618 (2) the interior lot lines are not considered, only the perimeter or zoning district boundary. All existing and proposed structures meet the required setbacks with the exception of the proposed variance. 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 subdivided. 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). The new lot would be 30,419 square feet. Therefore, a park dedication of $4,900 would be required. Compliance Table City Standard (POD-2) (Setback measured to the property line) Proposed (Setback measured to the property line) Building Setbacks Front – Metro Boulevard Side – North Side – South Rear 35 feet 20 feet 20 feet 20 feet 90 feet 200+ feet 10 feet* 21 feet Building height 8 stories & 96 feet 1 story First floor ceiling height 20 feet 10 feet* Floor area ratio (FAR) .50% 110,790 s.f. existing building plus 6,000 s.f. proposed = 116,790 s.f. total Site area = 238,321s.f. .50% Parking Dental = 1 space/300 s.f. = 20 spaces required Existing building & dental office = 389 spaces 31 spaces proposed 412 spaces total existing and proposed spaces *Variance Requested STAFF REPORT Page 4 PRIMARY ISSUE/STAFF RECOMMENDATION Primary Issues Is the proposed Variance for first floor height justified? Yes, staff believes the requested variances are justified. Per Chapter 36 of the City Code, a variance should not be granted unless it is found that the enforcement of the Ordinance would cause practical difficulties in complying with the Zoning Ordinance and that the use is reasonable. As demonstrated below, staff believes the proposal meets the variance standards, when applying the three conditions: Minnesota Statutes and Section 36-98 of the Edina Zoning Ordinance require that a variance shall not be granted unless the following findings are made: 1. The variances would be in harmony with the general purposes and intent of the ordinance. The intent of this regulation was to provide active building frontage and flexible reuse of first floor space. This Ordinance went into effect in 2020 and were recommended as part of the Southdale Design Experience Guidelines. However, since the ordinance went into effect most development proposals have either requested a variance from them, or requested flexibility from the standards through the PUD, Planned Unit Development Process. Issues raised with the current regulations by Planning Commission, City Council and developers during those reviews include that these standards run contrary to the City’s sustainability goals regarding energy efficiency in buildings, causes buildings to be taller, and adds expense to buildings. Below are examples from recent projects that didn’t meet the standards. Project 20 Foot 1st Floor Ceiling Height Edina Fire Station 11 feet Eden 100 Apartment (not built) 13 feet First National Bank 13 feet 7200-7250 France (not built) 16 feet Aeon 76th 10 feet Maison Green 12 feet The Planning Commission is currently working on an Ordinance Amendment to revise or eliminate these two requirements outside of the Greater Southdale Area. 2. The variance would be consistent with the Comprehensive Plan. The Comprehensive Plan does not regulate first floor building height. The proposed dental office is consistent with the Comprehensive Plan. Below is the land use categories and description. STAFF REPORT Page 5 3. There are practical difficulties in complying with the ordinance. The term “practical difficulties” means the following: i. The property owner proposes to use the property in a reasonable manner not permitted by the Zoning Ordinance. Reasonable use does not mean that the applicant must show the land cannot be put to any reasonable use without the variance. Rather, the applicant must show that there are practical difficulties in complying with the code and that the proposed use is reasonable. “Practical difficulties” may include functional and aesthetic concerns. These variances are reasonable given the recent decisions (Variances and PUDs) that allowed reduced first floor building height. Additionally, these variances are reasonable given the small size of the proposed building, and that a 10-foot ceiling height would be more energy efficient. A 10-foot ceiling height would not impact reuse of the building for different users in the future. The City is also considering an amendment to this regulation to reduce or eliminate it outside of the Greater Southdale Area. ii. The plight of the landowner is due to circumstances unique to the property not created by the landowner. Yes. The circumstances would be unique to the property in raising the first-floor ceiling height to 20 feet for the new buildings proposed, compared the existing buildings in the area. As mentioned above, an ordinance amendment to reduce or eliminate this regulation is being considered. 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 existing buildings within this area have not been subject to this regulation, as the ordinance is only a few years old. There are no buildings in this area with 20-foot first floor ceiling height. Is the proposed Variance for side yard setback justified? Yes, staff believes the requested variances are justified. Per Chapter 36 of the City Code, a variance should not be granted unless it is found that the enforcement of the Ordinance would cause practical difficulties in complying with the Zoning Ordinance and that the use is reasonable. As STAFF REPORT Page 6 demonstrated below, staff believes the proposal meets the variance standards, when applying the three conditions: Minnesota Statutes and Section 36-98 of the Edina Zoning Ordinance require that a variance shall not be granted unless the following findings are made: 1. The variances would be in harmony with the general purposes and intent of the ordinance. The intent of the side yard setback is to provide adequate spacing between buildings. The building to the south is setback further on the lot, 165 feet back from the street and is 60 feet back from the side lot line. The rear of the proposed dental office would be over 70 feet away. Staff believes there is adequate spacing between the buildings. 2. The variance would be consistent with the Comprehensive Plan. The proposed dental office is consistent with the Comprehensive Plan. Below is the land use categories and description. 3. There are practical difficulties in complying with the ordinance. The term “practical difficulties” means the following: i. The property owner proposes to use the property in a reasonable manner not permitted by the Zoning Ordinance. Reasonable use does not mean that the applicant must show the land cannot be put to any reasonable use without the variance. Rather, the applicant must show that there are practical difficulties in complying with the code and that the proposed use is reasonable. “Practical difficulties” may include functional and aesthetic concerns. These variances are reasonable given the distance separation from the closest building at over 70 feet. The reason for the request is that the building could be moved up closer to the street, as recommended in the sketch plan. With a closer setback to the side lot line, they are able to provide parking along the side of the building and not disturb the location of the existing drive-aisle. ii. The plight of the landowner is due to circumstances unique to the property not created by the landowner. STAFF REPORT Page 7 Yes. The unique circumstances are the existing drive-aisle locations, the desire to pull the building up closer to the street and still provide convenient parking so that patients would not have to cross over drive-aisles while walking from their vehicles to the dental office. 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 existing buildings within this area have not been subject to this regulation, as the ordinance is only a few years old. There are no buildings in this area with 20-foot first floor ceiling height. STAFF RECOMMENDATION Recommend the City Council approve the Site Plan, Subdivision, building setback variance from 20 to 10 feet and first floor building height from 20 to 10 feet at 7300 Metro Boulevard. Approval is based on the following findings: 1. The requested variances meet the variance criteria. 2. The intent of the side yard setback is to provide adequate spacing between buildings. The proposed dental office would allow for adequate space from the nearest building. The building to the south is setback further on the lot, 165 feet back from the street and is 60 feet back from the side lot line. The rear of the proposed dental office would be over 70 feet away. 3. These variances are reasonable given the distance separation from the closest building at over 70 feet. The reason for the request is that the building could be moved up closer to the street, as recommended in the sketch plan. With a closer setback to the side lot line, they are able to provide parking along the side of the building and not disturb the location of the existing drive-aisle. 4. The proposed use of the building is consistent with the Comprehensive Plan. 5. There are no buildings in this area with 20-foot first floor ceiling height. 6. Stantec conducted a traffic and parking study and concluded that the project would have minimal impact on existing roads and there would be adequate parking. Approval is subject to the following Conditions: 1. The Plan must be consistent with the Plans date stamped March 11, 2024. 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 STAFF REPORT Page 8 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. Provision of code compliant bike racks for each use near the building entrances. 4. The Final Lighting Plan must meet all minimum requirements per Section 36-1260 of the City Code. 5. Roof-top mechanical equipment and ground level equipment must be screened per Section 36-1459 of the City Code. 6. Submit a copy of the Nine Mile Creek Watershed District permit. The City may require revisions to the approved plans to meet the district’s requirements. 7. Hours of construction must be consistent with City Code. 8. Compliance with all the conditions outlined in the city engineer’s memo dated April 2, 2024. 9. 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. Staff Recommendation Staff recommends approval subject to the findings and conditions above. Deadline for a city decision: June 4, 2024 EDINA DENTAL OFFICE EDINA, MINNESOTA ISSUED FOR: CITY SUBMITTAL 10050 CROSSTOWN CIRCLE. SUITE 600, EDEN PRAIRIE, MN 55334 HEMPEL REAL ESTATE Know what's below. Call before you dig. CivilSite GROUP Ciril Engineering • Surveying • landscape Archaectu re 5000 G.enwood Avenue Golden Verey, MN 55422 thasitegroup.pom 512.615-0060 w 0 LL w z z U-I I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER 1.1Y DIRECT SUPERVISION AND THAT I N,1 A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Robert A. Latta DATE 3/11/24 LICENSE NO. 59612 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 0,112024 SUBVITTAL ,10.1iCT :FrOl,C1 M./4.4ER 7300 METRO BOULEVARD, EDINA, MINNESOTA 55439 PROJECT CONTACTS NAME 8 ADDRESS CONTACT CIVIL SITE GROUP ROBBIE LATTA CIVIL ENGINEER 5000 GLENWOOD AVE 612-615-0060 GOLDEN VALLEY, MN 55422 RLATTA@CIVILSITEGROUP.COM CIVIL SITE GROUP PATRICK SARVER LANDSCAPE ARCHITECT 5000 GLENWOOD AVE 612-6150060 GOLDEN VALLEY, MN 55422 PSARVER@CIVILSITEGROUp.COM HEMPEL REAL ESTATE BRENT JACOBSON PROPERTY 10050 CROSSTOWN CIRCLE. SUITE 600 612-355-2603 OWNER/DEVELOPER EDEN PRAIRIE, SIN 55334 BJACOBSON5HEMPELCOMPANIES.COS1 ALL EXISTING UTILITY LOCATIONS SHOWN ARE DRJ ARCHITECTURE, INC. CHRIS WHITEHOUSE APPROXIMATE. CONTACT 'GOPHER STATE ONE ARCHITECT 333 WASHINGTON AVENUE N, 6210 6126762700 CALL" (651-454-0002 OR 800-252-1166) FOR MINNEAPOLIS. MN 55401 CVYHITEHOUSE©DJRINC.COM UTILITY LOCATIONS, 48 HOURS PRIOR TO CIVIL SITE GROUP RORY SYNSTELIEN CONSTRUCTION. THE CONTRACTOR SHALL SURVEYOR 5000 GLENWOOD AVE 612-615-0060 REPAIR OR REPLACE ANY UTILITIES THAT ARE GOLDEN VALLEY, MN 55422 RORy@CIVILSITEGROUp.COM DAMAGED DURING CONSTRUCTION AT NO COST GEOTECHNICAL HAUGO GEOTECHNICAL SERVICES 2825 CEDAR AVE S PAUL GIONFRIGDO 612-729-2659 TO THE OWNER. ENGINEER MINNEAPOLIS. MN 55407 PAULGIONFRIDDOgGMAIL.COM SHEET INDEX REVISION SUMMARY SHEET NUMBER SW1.3 SW1.0 SW1.2 SW1.1 C3.0 C5.0 C5.2 C0.0 C1.0 C1.2 C2.0 C4.0 C1.1 C4.1 C5.1 C0.1 L1.0 L1.1 LANDSCAPE PLAN LANDSCAPE PLAN NOTES & DETAILS SWPPP - EXISTING CONDITIONS SWPPP - PROPOSED CONDITIONS SWPPP - DETAILS SWPPP - NARRATIVE SHEET TITLE TITLE SHEET PROJECT NOTES REMOVALS PLAN TREE PRESERVATION PLAN REMOVALS PLAN - WEST SITE PLAN GRADING PLAN UTILITY PLAN SANITARY CONNECTION CIVIL DETAILS CIVIL DETAILS CIVIL DETAILS DATE TITLE SHEET CO.0 0 COPTPIGNT2023 CIVIL SITE GROUP INC DESCRIPTION Planning Division Submitted 03-11-2024 REMOVAL NOTES: SITE LAYOUT NOTES: GENERAL GRADING NOTES: GENERAL UTILITY NOTES: 1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT 'GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED 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 PAVEMENT CONNECTIONS. 6. REMOVED MATERIALS SHALL BE DISPOSED OF TO A LEGAL OFFSITE LOCATION AND IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. 7. ABANDON, REMOVAL, CONNECTION, AND PROTECTION NOTES SHOWN ON THE DRAWINGS ARE APPROXIMATE. COORDINATE WITH PROPOSED 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 WITHIN THE GENERAL CONSTRUCTION LIMITS SHALL INCLUDE STAGING, DEMOLITION AND CLEAN-UP OPERATIONS AS WELL AS CONSTRUCTION SHOWN ON THE DRAWINGS. 10. MINOR WORK OUTSIDE OF THE GENERAL CONSTRUCTION LIMITS SHALL BE ALLOWED AS SHOWN ON THE PLAN AND PER CITY REQUIREMENTS. FOR ANY WORK ON ADJACENT PRIVATE PROPERTY, THE CONTRACTOR SHALL OBTAIN WRITTEN PERMISSION FROM THE ADJACENT PROPERTY OWNER PRIOR TO ANY WORK. 11. DAMAGE BEYOND THE PROPERTY LIMITS CAUSED BY CONSTRUCTION ACTIVITY SHALL BE REPAIRED IN A MANNER APPROVED BY THE ENGINEER/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 AND APPROVED BY THE CITY PRIOR TO CONSTRUCTION. 13. SITE SECURITY MAY BE NECESSARY AND PROVIDED IN A MANNER TO PROHIBIT VANDALISM, AND THEFT, DURING AND AFTER NORMAL WORK HOURS, THROUGHOUT THE DURATION OF THE CONTRACT. SECURITY MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY. 14. VEHICULAR ACCESS TO THE SITE SHALL BE MAINTAINED FOR DELIVERY AND INSPECTION ACCESS DURING NORMAL OPERATING HOURS. AT NO POINT THROUGHOUT THE DURATION OF THE CONTRACT SHALL CIRCULATION OF ADJACENT STREETS BE BLOCKED WITHOUT APPROVAL BY THE CITY PRIOR TO CONSTRUCTION ACTIVITIES. 15. ALL TRAFFIC CONTROLS SHALL BE PROVIDED AND ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC 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 BE PERMITTED WITHOUT APPROVAL BY THE CITY. POSTS AND FENCING EXTEND FENCE 25' BEYOND DRIPLINE WHERE POSSIBLE {x-25' TREE DRIPUNE, OR CONSTRUCTION LIMITS TREE PROTECTION SIGN, TYP. I DL DRIPLINE WIDTH FURNISH A AND INSTALL TEMPORARY FENCE AT THE TREE'S DRIP LINE OR CONSTRUCTION LIMITS AS SHOWN ON PLAN, PRIOR TO ANY CONSTRUCTION. WHERE POSSIBLE PLACE FENCE 25' BEYOND DRIP LINE. PLACE TREE PROTECTION SIGN ON POSTS, ONE PER INDIVIDUAL TREE (FACING CONSTRUCTION ACTIVITY), OR ONE EVERY 100' LF ALONG A GROVE OR MULTI-TREE PROTECTION AREA. 0 TREE PROTECTION NTS 1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL' (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 2. CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO BEGINNING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO, LOCATIONS OF EXISTING AND PROPOSED PROPERTY LINES, EASEMENTS, SETBACKS, UTILITIES, BUILDINGS AND PAVEMENTS. CONTRACTOR IS RESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTS FOR THE SITE. ANY REVISIONS REQUIRED AFTER COMMENCEMENT 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 CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, INCLUDING A RIGHT-OF-WAY AND STREET OPENING PERMIT. 4. THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO TECHNICAL REPORT PRIOR TO INSTALLATION OF SITE IMPROVEMENT MATERIALS. 5. CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS & ELEVATIONS OF THE BUILDING AND STAKE FOR REVIEW AND 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 BE STAKED 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 BUILDING IS TO BUILDING FOUNDATION AND SHALL BE AS SHOWN ON THE DRAWINGS. 8. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO FABRICATION FOR ALL PREFABRICATED SITE IMPROVEMENT MATERIALS SUCH AS, BUT NOT LIMITED TO THE FOLLOWING, FURNISHINGS, PAVEMENTS, WALLS, RAILINGS, BENCHES, FLAGPOLES, LANDING PADS FOR CURB RAMPS, AND LIGHT AND POLES. THE OWNER RESERVES THE RIGHT TO REJECT INSTALLED MATERIALS NOT PREVIOUSLY APPROVED. 9. PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDING AREAS IN ACCORDANCE WITH ADA. REQUIREMENTS-SEE DETAIL. 10. CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED LINE, SPACED 48" ON CENTER PERPENDICULAR TO THE FLOW OF TRAFFIC. WIDTH OF CROSSWALK SHALL BE 5' WIDE. ALL OTHER PAVEMENT MARKINGS SHALL BE WHITE IN COLOR UNLESS OTHERWISE NOTED OR REQUIRED BY ADA OR LOCAL GOVERNING BODIES. 11. SEE SITE PLAN FOR CURB AND GUTTER TYPE. TAPER BETWEEN CURB TYPES-SEE DETAIL. 12. ALL CURB RADII ARE MINIMUM 3' UNLESS OTHERWISE NOTED. 13. CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES, NUMBERS, AREAS AND DIMENSIONS PRIOR TO SITE IMPROVEMENTS. FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS. PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDING UNLESS NOTED OTHERWISE. 16. ALL PARKING LOT PAINT STRIPING TO BE WHITE, 4' WIDE TYP. 17. BITUMINOUS PAVING TO BE "LIGHT DUTY" UNLESS OTHERWISE NOTED. SEE DETAIL SHEETS FOR PAVEMENT SECTIONS. 18. ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH A CONSTRUCTION FENCE AT THE DRIP LINE. SEE LANDSCAPE DOCUMENTS. 19. CONTRACTOR IS RESPONSIBLE TO INSTALL ANY SIDEWALK AND CURBING PER DESIGN PLAN. CONTRACTOR TO VERIFY ALL CURBS AND SIDEWALKS WILL DRAIN PROPERLY IN FIELD CONDITIONS. CONTRACTOR MUST CONTACT THE CIVIL ENGINEER 24-HOURS PRIOR TO ANY CURB AND/OR SIDEWALK INSTALLATION TO REVIEW AND INSPECT CURB STAKES. CONTRACTOR IS RESPONSIBLE FOR ANY CURB OR SIDEWALK REPLACEMENT IF THIS PROCEDURE IS NOT FOLLOWED. OPERATIONAL NOTES SNOW REMOVAL ALL SNOW SHALL BE STORED ON-SITE OUTSIDE PARKING LOT. WHEN FULL, REMOVAL CO. SHALL REMOVE EXCESS OFF-SITE. TRASH REMOVAL TRASH SHALL BE PLACED IN EXTERIOR TRASH AREA AND REMOVED BY COMMERCIAL CO. WEEKLY. DELIVERIES DELIVERIES SHALL OCCUR AT THE FRONT DOOR VIA STANDARD COMMERCIAL DELIVERY VEHICLES (UPS, FED-EX, USPS). SITE DATA ZONING SUMMARY EXISTING ZONING POD-1 - PLANNED OFFICE PROPOSED ZONING REQUIRED PROVIDED BUILDING SETBACKS FRONT STREET 35' REAR YARD 20' SIDE STREET 35' INTERIOR SIDE YARD 20' PARKING SETBACKS FRONT - (FROM ROW) 20' REAR 10' SIDE 10' REQUIRED PROVIDED PARKING SUMMARY PARKING STALL DIMENSIONS ELF X18' COMPACT PARKING STALL DIMENSIONS 7.5' X 16* DRIVE AISLE DIMENSIONS 24' FIRE ACCESS ROAD DIMENSIONS REQUIRED PROVIDED PARKING STALLS - SURFACE 23 PARKING STALLS - GARAGE WA 1. CONTRACTOR SHALL VERIFY ALL BUILDING ELEVATIONS, (FFE, LFE, GFE), PRIOR TO CONSTRUCTION BY CROSS CHECKING WITH ARCHITECTURAL, STRUCTURAL AND CIVIL ELEVATIONS FOR EQUIVALENT "100" ELEVATIONS. THIS MUST BE DONE PRIOR TO EXCAVATION AND INSTALLATION OF ANY FOOTING MATERIALS. VERIFICATION OF THIS COORDINATION SHALL BE CONFIRMED IN WRITING BY CIVIL, SURVEYOR, ARCHITECTURAL, STRUCTURAL AND CONTRACTOR PRIOR TO CONSTRUCTION. 2. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT 'GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 3. SEE SITE PLAN FOR HORIZONTAL LAYOUT 8 GENERAL GRADING NOTES. 4. THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION (INCLUDING BUT NOT LIMITED TO SITE PREPARATION, SOIL CORRECTION, EXCAVATION, EMBANKMENT, ETC.) IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNERS SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING 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'. CONTRACTOR IS RESPONSIBLE FOR AQUIRING THIS PERMIT PRIOR TO CONSTRUCTION IF APPLICABLE 6. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 7. GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS & PERMIT REQUIREMENTS OF THE CITY. 8. PROPOSED SPOT GRADES ARE FLOW-LINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISE NOTED. 9. GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND 1% MIN. AND 2% MAX. CROSS SLOPE, UNLESS OTHERWISE NOTED. 10. PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS. MAXIMUM SLOPES IN MAINTAINED AREAS IS 4:1. 11. PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL TYPES GREATER THAN 4' IN HEIGHT SHALL BE DESIGNED AND ENGINEERED BY A REGISTERED RETAINING WALL ENGINEER. DESIGN DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES THROUGHOUT THE DURATION OF CONSTRUCTION TO ESTABLISH PROPER GRADES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR A FINAL FIELD CHECK OF FINISHED GRADES ACCEPTABLE TO THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO TOPSOIL AND SODDING ACTIVITIES. 13. IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE. 14. EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 6 INCHES. 15. FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISH GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME RUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK. 16. PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND/OR PARKING AREA SUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. NO TEST ROLL SHALL OCCUR WITHIN 10' OF ANY UNDERGROUND STORM RETENTION/DETENTION SYSTEMS. 17. TOLERANCES 17.1. THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.30 FOOT ABOVE, OR 0.30 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE. 17.2. THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOT 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, UNLESS DIRECTED OTHERWISE BY THE ENGINEER. 17.4. TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS. 18. MAINTENANCE 18.1. THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION, AND KEEP AREA FREE OF TRASH AND DEBRIS. 18.2. CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED, ERODED AND RUTTED AREAS TO SPECIFIED TOLERANCES. DURING THE CONSTRUCTION, IF REQUIRED, AND DURING THE WARRANTY PERIOD, ERODED AREAS WHERE TURF IS TO BE ESTABLISHED SHALL BE RESEEDED AND MULCHED. 18.3. WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENT CONSTRUCTION OPERATIONS OR ADVERSE WEATHER, CONTRACTOR SHALL SCARIFY, SURFACE, RESHAPE, AND COMPACT TO REQUIRED DENSITY PRIOR TO FURTHER CONSTRUCTION. 1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT 'GOPHER STATE ONE CALL' (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 2. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT. 3. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS. 4. UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF 'STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION" AND 'SANITARY SEWER AND STORM SEWER INSTALLATION' AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM). AND SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY AND THE PROJECT SPECIFICATIONS. 5. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND RE-USED OR PLACED AT THE DIRECTION OF THE OWNER. 6. ALL WATER PIPE SHALL BE CLASS 52 DUCTILE IRON PIPE (DIP) AWWA C151, ASME 816.4, AWWA C110, AWWA C153 UNLESS OTHERWISE NOTED. 7. ALL SANITARY SEWER SHALL BE SDR 26 POLYVINYL CHLORIDE (PVC) ASTM D3034 & F679, OR SCH 40 ASTM D1785, 2665, ASTM F794, 1866) UNLESS OTHERWISE NOTED. 8. ALL STORM SEWER PIPE SHALL BE HOPE ASTM F714 & F2306 WITH ASTM D3212 SPEC FITTINGS UNLESS OTHERWISE NOTED. 9. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE OR TO END OF FLARED END SECTION. 10. UTILITIES ON THE PLAN ARE SHOWN TO WITHIN V OF THE BUILDING FOOTPRINT. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR THE FINAL CONNECTION TO BUILDING LINES. COORDINATE WITH ARCHITECTURAL AND MECHANICAL PLANS. 11. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.15 FEET PER DETAILS. RIM ELEVATIONS SHOWN ON THIS PLAN DO NOT REFLECT SUMPED ELEVATIONS. 12. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB UNLESS OTHERWISE NOTED. 13. HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCE WITH CITY REQUIREMENTS. HYDRANT EXTENSIONS ARE INCIDENTAL. 14. A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM OF 18' VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL. 15. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITIES, UNLESS OTHERWISE NOTED. 16. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH CITY STANDARDS AND COORDINATED WITH THE CITY PRIOR TO CONSTRUCTION. 17. CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE-DRILLED. 18. COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH THE MECHANICAL DRAWINGS. 19. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF UTILITIES WITH ADJACENT CONTRACTORS AND CITY STAFF. 20. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL PAVEMENT CONNECTIONS SHALL BE SAWCUT. ALL TRAFFIC CONTROLS SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC 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 BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY. 21. ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROPOSED GRADES WHERE REQUIRED. THE REQUIREMENTS OF ALL OWNERS MUST BE COMPLIED WITH. STRUCTURES BEING RESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING. 22. CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY COMPANIES. 23. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE TO UTILITIES. COORDINATE THE INSTALLATION OF IRRIGATION SLEEVES NECESSARY AS TO NOT IMPACT INSTALLATION OF UTILITIES. 24. CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPON COMPLETION OF WORK. 25. ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT. APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS, OR OTHER STRUCTURES. 26. ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED IN ACCORDANCE WITH MN RULES, CHAPTER 4714, SECTION 1109.0. 27. FOR ALL SITES LOCATED IN CLAY SOIL AREAS, DRAIN TILE MUST BE INSTALLED AT ALL LOW POINT CATCH BASINS 25' IN EACH DIRECTION. SEE PLAN AND DETAIL. INSTALL LOW POINT DRAIN TILE PER PLANS AND GEOTECHNICAL REPORT RECOMMENDATIONS AND REQUIREMENTS. Know what's below. Call before you dig. 16. SHORING FOR BUILDING EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR AND AS 14. APPROVED BY THE OWNERS REPRESENTATIVE AND THE CITY PRIOR TO CONSTRUCTION ACTIVITIES. 15. 17. STAGING, DEMOLITION, AND CLEAN-UP AREAS SHALL BE WITHIN THE PROPERTY LIMITS AS SHOWN ON THE DRAWINGS AND MAINTAINED IN A MANNER AS REQUIRED BY THE CITY. 18. ALL EXISTING SITE TRAFFIC/REGULATORY SIGNAGE TO BE INVENTORIED AND IF REMOVED FOR CONSTRUCTION SHALL BE RETURNED TO LGU. 19. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT 'GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. Li] 0 LL _1 0 0 O 7300 METRO BOULEVARD, EDINA, MINNESOTA 55439 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT IAM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA_ Robert A. Latta DAIS 3/11/24 LICENSE NO. 69612 DATE DESCRIPTION 0111,2024 CITY MINT. DATE DESCRIPTION CivilSite GlICOLOP COI EngIneerIng • Surveying • Landscape Amhkedure 5000 G'envcocd Avenue Golden VeCey, MN 55422 egroup.com 612-6154060 ISSUE/SUBMITTAL SUMMARY n.11.1.11.14.401 manor kuwee REVISION SUMMARY PROJECT NOTES CO . 1 0 ca,morrr20ncivii.srrE GROUP INC Planning Division Submitted 03-11-2024 DATE 03,11/2024 DESCRIPTION CITY SUBMITTAL Or..1111,1 REVEME11.1 ovioJEGT•woczet RIVD.VECIVAVIER REVISION SUMMARY REMOVALS LEGEND: REMOVAL OF PAVEMENT AND ALL BASE MATERIAL, INCLUDING BIT., CONC., AND GRAVEL PVMTS. REMOVAL OF TREES AND VEGETATION INCLUDING STUMPS AND ROOT SYSTEMS X DATE DESCRIPTION Ifllllllfllllll111111111 CONSTRUCTION LIMITS PROPERTY LINE REMOVE CURB AND GUTTER. IF IN RIGHT-OF-WAY. COORDINATE WITH LOCAL GOVERNING UNIT. TREE PROTECTION TREE REMOVAL - INCLUDING ROOTS AND STUMPS EXTEND FENCE 25' BEYOND DRIPLINE WHERE POSSIBLE TREE DRIPLIN E. OR CONSTRUCTION LIMITS TREE PROTECTION SIGN, TYP. POSTS AND FENCING DL DRIPLINE WIDTH FURNISH A AND INSTALL TEMPORARY FENCE AT THE TREE'S DRIP LINE OR CONSTRUCTION LIMITS AS SHOWN ON PLAN, PRIOR TO ANY CONSTRUCTION. WHERE POSSIBLE PLACE FENCE 25' BEYOND DRIP LINE. PLACE TREE PROTECTION SIGN ON POSTS, ONE PER INDIVIDUAL TREE (FACING CONSTRUCTION ACTIVITY), OR ONE EVERY 100' LF ALONG A GROVE OR MULTI-TREE PROTECTION AREA. 0 TREE PROTECTION NTS SEE SHEET C0.1 FOR GENERAL REMOVAL NOTES 1910 Know what's below. Call before you dig. V = 10'47 0 C 1 .0 0 C01,1.10,023CIVil SDE Ill6 PARCEL 1 PID: 0911621240007 Address:7300 Metro Boulevard e N II / P1 CITY OF EDINA REMOVAL NOTES: 1. RESERVED FOR CITY SPECIFIC REMOVAL NOTES. EROSION CONTROL NOTES: SEE SWPPP ON SHEETS SW1.0 - SW1.3 OWNER INFORMATION HEMPEL REAL ESTATE 10050 CROSSTOWN CIRCLE, SUITE BOO EDEN PRAIRIE, MN 55334 BRENT JACOBSON 612355-2609 BJACOBSON@HEMPELCOMPANIES.COM / / / / /(, / / Ramp • .17 : "' `: say • " • ,1,4 4- .• • • 23.rg tr• e N i _ I / _ EXISTING CURB & GUTTER TO REMAIN, PROTECT FROM DAMAGE, 0 z 11-1 EXIST IGN TO REMAI OTECT FROM A i;ll MAGE, TYP. RE 01 SALVAGE, AND RELOCATE EXI LIGHT POLEpTql, SEE SITE PLAN OR PROPOSED • TION 141!" REMOV EXISTING FIRZ HYDRA T. TYP. COORQ,//,/ UTILITY COMPANY AND OWNER PRIOR TO CONSTRUCTION •':GoiiCcete.,5teps!--e 1-•.< I I I I Pt / - 1 IT/ IS so tn 9:1' '46 't 4J O e E ISTIN CONC• ETE ALK TO REMAIN, PROTECT FROM DAMAGE, TYP. 12" RCP jel ----EXISTINGiCURB-VGUT'ER- TO REMAIN, PROTECT FR5M DANAGE, TYP. EX/STIN CONCRETE WALK TO REMAIN, PROTECT FROM DAMAGE, TYP. 5( STAN CONCRETE A PROTcT xence X 0911621310013 PktdjrBbTlbN Metro Boulevard e, TREE / \ Owner: One Corporate Plaza Partnership / \ \ A / \ /\ / I F__ , r, 1 ` / / A A / \ r-.... \ \ I I V I L _ 1 I , 1.- -/---. / / // / \ V \ ./ L / .., F. _ — i/ I __ \ I= iiriu10.42 '-„ ; 717▪ 4▪ :: --------- S• ST ti7 ea, • FROM DAMAGE, TYP. __ EXISTINGCIABVGIfTT/ TO,R 1 t• wvinA IZIM I -1,:,,,,MA EXISTING' REgilTeRLWAOPROVIDR EXISTII(IG TREES TO REMAIN, PROVIDE REmAREE PROTECTION FENCING, TYP. ?:TYP. IVIAIN, PROTEC EXISTING CUrahtER TO'RE 18., RCP X 2,7 REMOVE EXISTING I RIVE ENTRANCE AND ASEc MATERIALS, TYP. O g co. :11 IN iiEMOVE EXISTING CURB AND GUTTER, TYP. EMOVE AND SALVAGE XISTING MONUMENT &SIGN. SEE SITE PLAN FOR 4ROPOSED LOCATION MOVE EXISTING DSCAPING &ThGING SERIAL, TYP. 4Foirid 1/2 Inch Iron tPiple WI Cap No, 19839 I I „TREElp TO REMAIN, PROVIDE ,OTECT101#ENCING, TYP. X mu 001,4 Or It 4 A. "°. TOAD_ Mi4". 829 - Pilly EXISTING TREE VO: 'AN fan-BALL, TYR' EXISTItsiaMab44ifigaA, PROTECT FROM DAMAGE, TYP. / , 7- Xy ce 6 Story Concrete Building Foundation Area = 19,783 +/- Sq. Ft. (Per Rec.) CONTRACTOR SHALL SAWCUT & REMOVE PUBLIC PVMTS., CURBS, AND WAINSIEDR INSTALLATION REW-iingsNy,pcniggipt.ETioN OF UTILITY WORK, REPLACE ALL MATERIAL, IN KIND, AND TO CITY g1Mi0gitt5 AND APPROVAL CivilSite U O U P Civil Engineering • SureeyIng • Landscape ArCtitecture 5000 Glenwood Avenue Golden Veleay, MN 55422 clyUsItegroup.com 612-6150060 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. Robert A. Latta DATE 3111124 LICENSE NO. 59612 ISSUE/SUBMITTAL SUMMARY REMOVALS PLAN 0 0 Q. 0 0 Lu 7300 METRO BOULEVARD, EDINA, MINNESOTA 55439 HEMPEL REAL ESTATE 10050 CROSSTOWN CIRCLE, SUITE 600, EDEN PRAIRIE, MN 55334 Planning Division Submitted 03-11-2024 DATE DESCRIPTION ow NWT, 41G CII IIJ Engbeering • Surveying • Landscape ArcNtecture 5000 gen/rood Avenue Golden VeZey, MN 55422 egroup.com 612-615-0050 ISSUE/SUBMITTAL SUMMARY REVISION SUMMARY U T A Bituminous Perking Lot as ma 12;RCP kir-esssit, 4 EXISTING TREE TO REMAIN. PROVIOE TREE PROTECTION FENCINOMP. err...28.4 / - -829- - R EXISTING TREE MiCOUS erking Lot TREE COUNT CALIPER INCHES 96 3 TOTAL HERITAGE TREES 64 751 TOTAL TREES PRESERVED 7 77 TOTAL TREES REMOVED 828 TOTAL TREES SURVEYED 71 X TREE REMOVAL - INCLUDING ROOTS AND STUMPS TREE SURVEY & TREE REPLACEMENT CALCULATIONS TREER TREE SPECIES SIZE CAL. INCH PROTECTED HERITAGE REMOVED MITIGATION INCHES 24972 DECIDUOUS 18 r N 24973 DECIDUOUS 18 Y N 24979 DECIDUOUS 18 1' N 24985 DECIDUOUS 18 r N 24992 DECIDUOUS 16 Y N 25056 DECIDUOUS 18 Y N 25071 DECIDUOUS 15 Y N 25159 DECIDUOUS s r N 24481 DECIDUOUS 8 Y N 25231 DECIDUOUS 4 N N 25244 DECIDUOUS s r N 25230 DECIDUOUS 5 r N 25252 DECIDUOUS 4 N N 25389 DECIDUOUS 10 r N 25381 DECIDUOUS 10 Y N 25390 DECIDUOUS 9 Y N 25380 DECIDUOUS 10 Y N 25323 DECIDUOUS 4 N N 25325 DECIDUOUS 4 N N 25326 DECIDUOUS s Y N 25322 DECIDUOUS 3 N N 25350 DECIDUOUS 3 N N 20673 DECIDUOUS 10 Y N 24569 DECIDUOUS s r N 24568 DECIDUOUS 4 N N 20509 DECIDUOUS 16 r N 20510 PINE 18 r N 20511 PINE 18 r N 20512 PINE 22 Y N 20102 DECIDUOUS 10 Y N 20111 DECIDUOUS 10 r N 20225 DECIDUOUS 26 Y N 12 OAK 3 N N 20238 HONEYLOCUST 36 Y Y N 20011 DECIDUOUS 16 'I N 24464 PINE 15 'I N 24463 PINE 15 r N 24462 PINE 18 `I N 24461 PINE 15 V N 24460 PINE 22 Y N 24540 DECIDUOUS 6 Y N 24539 DECIDUOUS s r N 24916 DECIDUOUS 1 N N 24914 DECIDUOUS 1 N N 24847 DECIDUOUS 10 Y N 24845 DECIDUOUS 9 Y N 24825 DECIDUOUS 12 Y N 24831 DECIDUOUS 11 Y N 24751 DECIDUOUS 6 r r 4.5 24749 DECIDUOUS 4 N r 24746 DECIDUOUS s r r 3.75 24748 DECIDUOUS s r r 3.75 24465 DECIDUOUS 9 Y N 24663 DECIDUOUS 7 Y N 24644 DECIDUOUS 10 Y N 24643 DECIDUOUS 1 N N 24584 DECIDUOUS 1 N N 24527 DECIDUOUS s r N 24526 DECIDUOUS s r N 24586 DECIDUOUS 1 N N 24023 DECIDUOUS 30 r r N 24045 DECIDUOUS 20 Y N 24067 DECIDUOUS 20 r N 24102 DECIDUOUS 9 r N 24113 DECIDUOUS 20 r N 24138 DECIDUOUS 15 r r 11.25 24151 DECIDUOUS 12 r r 9 24168 DECIDUOUS 30 r r Y 30 24187 DECIDUOUS 24 Y N 24188 DECIDUOUS 27 Y N 24189 DECIDUOUS 18 Y N PlD 0911521240007 PARCEL 1 06110 s:7300 Metro Boulevard I I-. 1,I I F. V 1 4z) ,!,REIACIVE ousTmor. ....1•7(m• 111U T 1 ,Z _ • r 100-YR FLOODPLAIiIce ir 627.80 cat 4 , 1-....462.44 V REMOVE EXISTING TREE i , _Re...u• \ AND ROOT BALL TVP. I-- 1- • •- X MO - 27-- /Xi -77aidok5sericw Sohoret4teps, / / / / / /1/ //1‘,// ///////,74-.4//// /// // • 7, • • • • • • e FM. 1.71Ve 5 Story Commie Building Foundation Area = 19,763 Sq. Ft. 2: ••• rke .4 / Bituminous Parking/of // R:v .., -- 1' k▪ r otsass ••&.. .47 l'.&480 —825., --'-- - ------- , ; r, \ 8' WM (Per Rec.) • Stone - Bituminous Radii g Lot I" (Retaining -1,131 Apparent Pedestrian Ames, /Th. PIM 0911621240016 - Address: Unassigned Bituminous Parking Lot f>/ I r • / Omer: 1 Corp Chi Fin Old Own O - • / 2. 15t'QtCP ‘‘. "—''''''11"''' ' ' ' // A, 7111144191111pf\\ l' . :Ili 4i.C241:117441''.— lire.111.1 al .4264.1. 5 ---1--”I---; _ sw, Le 0.-1121 2, 15 /F --- N.6,\ — — NT:rill t i ii 1.(./.. 04 11 'W; Iiiiiii 11 1 I'd , 1 i\i‘i1/4 t \\\ 1\ I • \ , ;-,:. to t _1_114 Ix 1 Ll at:' I g n ,' t x to.. I t k I ,r 7111 4 ( 1 1 i t \ \ IIL \itt l i / )' 1 I ii / III I / / I I 1 I' ll : I I : tY1 1 1 il \ II) r I 0 1 tl AT I,,,,ILI I ii\I 1 1 . 41 . i... , 2 iR c_; ,... „ ( i 1 1 i - MoV140/ n 1 ''''''' e,.., 11 1 1 I 1 g, A r-1 \ \\ , ,-, . 1 1.“ \ \t 1, . I -‘::11://.1 '' , vs, . 1., /fa? i 1 i i iT,li 1E til ',"/ VE, \ 1/4 1/4 `.1 ti84z9k,f-, r • • r • , - I I 1- / 71 /- • • / g — -------- Ir N. Bituminous Parking Lot 6/. 117: .8681rterr 1 t jr1744'1 114LIIII , I ae Yr/ Cap NO. 10834 und 1/2 Inch San .40'00"W , -------- — ei,---, — - I-- alla .1f. — — ---829-i \ 1 S 1 "VV/493 (.--07 '__ ----- .-- \ L -7' ... N i 01100 EX1ST111ORE1 I.570401.130.011 ... 0411821318013 .... TREE PktO1C-CaltfifEa.MTY,Add(C.SC:7400 Metro Boulevard ,r \ Owner. One Corporate Plaza Partnership \ / pv/ A A I I V 064 4114., 1/4 Bituminous Parking lot X Nan REMOVALS LEGEND: • MI I=1 11•1 NI CONSTRUCTION LIMITS TREE PROTECTION Know what's below. 1.= 30'-0" Call before you dig. 1.71e_y_ J 7300 METRO BOULEVARD, EDINA, MINNESOTA 55439 ILL U_ 0 F- Lll 0 CivilSite I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR R PORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA_ COV/- Pa J. Sarver DAM 3/11/24 UCENSE NO. 24904 DATE DESCRIPTION TREE PRESERVATION PLAN C1 A 0 cCrraioNr7o7scnoL arra oRoup am Planning Division Submitted 03-11-2024 CivilSite G • 0 IIJ P Civil Engineering • Surveying • Landscape AroNtecture 5000 (Vern-rood Avenue Go/den Valley. MN 55422 cheilsttegroUp.Corri 612-615.0060 TREE DRIPUNE, OR CONSTRUCTION LIMITS TREE PROTECTION SIGN, TYP. POSTS AND FENCING Robed A. Latta DATE 3/11124 LICENSE R0. 59612 REMOVALS LEGEND: REMOVAL OF PAVEMENT AND ALL BASE MATERIAL, INCLUDING BIT., CONC., AND GRAVEL PVMTS. CITY OF EDINA REMOVAL NOTES: 1. RESERVED FOR CITY SPECIFIC REMOVAL NOTES. EROSION CONTROL NOTES: SEE SWPPP ON SHEETS SW1 0 - SW1.3 OWNER INFORMATION HEMPEL REAL ESTATE 10050 CROSSTOWN CIRCLE, SUITE 600 EDEN PRAIRIE. MN 55339 BRENT JACOBSON 1312-355-2609 BJACOBSON@HEMPELCOMPANIES.COM 70.710120,0" KnOW c a wh il a b rs ef b d e re lO y W du . dig. C1.2 0 copommonom SITE GROUP INC e aJi • 0+, / dTS'1 • • I e 4. Ovehaiigl° I • 1 I 6" Sar)'.Sijiv. , (Per Rec.); ah .\1 a... I , rr,t+.1 -1-7'144 6 Story Concrete Building Foundation Area = 19,783 +/- Sq. Ft. PID: 0911621240007 Address:7300 Metro Boulevard PARCEL 1 o ..)f -i.1- .1 a . -enO. .-. Goscrete Stamp .- . _0_ • - 3-- "Z, ,i:./"." A/ c.,4%,5,3,,..",--.;,te^._?"3-_- ---'is,"7..../ifire,.IN.T..T.C., t., /..:/_ _./. (:_,../. f /I/ 71.7 7 ( / 7 / • ... . • ''....,.74.-^-,.. , -. , ..-0,/p,./,',,,,,,,----.÷.ix..1.-."-,.... --,,,,,,Z.-.*:•/, XI/ / / / / / / / / / / / / / / ,./ / / / / ( / / /170 / ,,, „: , . ,,„- • ..,- ...., • , ... r. ...,,,• • - ... - •• :GoilCce..,_te-te ,.,a: :Concrete . .Concrete- Walkway , r ' '. ,.. .---.:: . . li,11, .' .'. ',,... 71' ; I. Z' ,;22) fi fi - A / -/ I F-- / I • 1_ / V I L. -I- A I I / / / _ • / Bituminous Parking Lot 0 0 _11 0 7300 METRO BOULEVARD, EDINA, MINNESOTA 55439 < I I I 49 r•-• e • / " I f ___ EXISTING CURB 6 GUTTER TO REMAIN, PROTECT FROM ,1 DAMAGE, riO. 6 E3 14 _ eV - 122i ee/ , r 44".**drf-."(.• —I 61 r „AV A 1 C15 TREE 'rIf , ..**/*/ 7 4 ' y r ( , 1 40 ) i d i / r . 0 1,•-1 ii.#: - - • •it, . 00f; 10 • ISTIN CONC • ETE ALK c. / 1 TO REMAIN, PROTECT i 11 / ._,....... ...... i FROM DAMAGE TYP. 120 RCP / EXISTIOG TREES TO REMAIN, PROVIDE / / TREE PROTECTION FENCING TYP. EXIST NG PARKING LOT TO REMAINi 1 / , PROTECT FPOM DAMAGE' TYP. ....) • /SI 27 "P — --I EXTEND FENCE 25' BEYOND OFUPLINE WHERE POSSIBLE --EX, STING CURB -GUTTER - TO REMAIN, PROTECT FROM DANAGE, TYP. ;.', EXISTIN CONCRETE WALK TO REMAIN, PROTECT FROM DAMAGE, TYP. SAW CUT ASPHALT IL 0 ;00m ,c yr ,/ 4z:ed." _ .yeC Aer oi ,or Aor " rie ,a/Ar,e; a/4•ZZ A Il a A A A .1 ItZ1 A/A114 -4 FA d O ____ Concrete Walk vwx ,0 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT IAM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA_ DL DRIPLINE WIDTH FURNISH A AND INSTALL TEMPORARY FENCE AT THE TREE'S DRIP LINE OR CONSTRUCTION LIMITS AS SHOWN ON PLAN, PRIOR TO ANY CONSTRUCTION. WHERE POSSIBLE PLACE FENCE 25' BEYOND DRIP LINE. PLACE TREE PROTECTION SIGN ON POSTS, ONE PER INDIVIDUAL TREE (FACING CONSTRUCTION ACTIVITY), OR ONE EVERY 100' LF ALONG A GROVE OR MULTI-TREE PROTECTION AREA. / "17 -NW-. --------- 1-- -- TOREIVTAINT PROTECT /.---".,." rr',., \ FROM DAMAGE,TYP. \— .‘- ,.. --- ..... „ .." x ', ---EXISTINGCDR-- \ au. BWG9ITTEW 7 \ NI ..41,. TO.REMAIN, PROTECT SROM DAMAGE, TYP. -- 0:403 ii Xenta % ,z ,,, .4•10,1,2 6"W 473.53 Ix \ 111110 — - ' x EXISTINGIR6VT8rOidgV PROVIDE 0911621310013 TREE ?d1: TREE Metro Boulevard Owner: One Corporate Plaza Partnership \ / ' \ 1 / I-- /-//' \' I V / L _ / , MU —1— -- — — -,,,,, ..., X tt, I, all / MO LA 41 '......,- y•N --rs X ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION CM/ StNIVITTAL 0 TREE PROTECTION NTS Bituminous Parking Lot I- A' I L 1 I r, III .41 • / I I /- -1 / 1 -1 / , / / - / Y • L. ORAAN ST 111•XXE011f REMOVAL OF TREES AND VEGETATION INCLUDING STUMPS AND ROOT SYSTEMS R77:M\71 • En 1=1 IN ------- PRITRG. VAM4f/t PROJr-.GTNIXIIER REVISION SUMMARY CONSTRUCTION LIMITS DATE DESCRIPTION PROPERTY LINE REMOVE CURB AND GUTTER. IF IN RIGHT-OF-WAY, COORDINATE WITH LOCAL GOVERNING UNIT. 111111111111111111111111 TREE PROTECTION X TREE REMOVAL- INCLUDING ROOTS AND STUMPS REMOVALS PLAN - WEST SEE SHEET CO.1 FOR GENERAL REMOVAL NOTES Planning Division Submitted 03-11-2024 ACCESSIBLE PARKING SPACE/, INCL. SIGNAGE,I STRIPING AND RAMPS LL LL 0 z z 0 7300 METRO BOULEVARD, EDINA, MINNESOTA 55439 ) ,-- 1 pe W/ Cap No. 19839 i /Lund 1/2 Inch Iron SITE PLAN LEGEND: Bituminoussparking Lot „ , • r ./ CITY OF EDINA SITE SPECIFIC NOTES: 1. RESERVED FOR CITY SPECIFIC SITE NOTES. OWNER INFORMATION HEMPEL REAL ESTATE 10050 CROSSTOWN CIRCLE, SUITE 600 EDEN PRAIRIE, MN 55334 BRENT JACOBSON 612-355-2609 BJACORSONQIIEMPELCOMPANIES.COM OPERATIONAL NOTES SNOW REMOVAL ALL SNOW SHALL BE STORED ON-SITE OUTSIDE PARKING LOT. WHEN FULL, REMOVAL CO. SHALL REMOVE EXCESS OFF-SITE. TRASH REMOVAL TRASH SHALL BE PLACED IN EXTERIOR TRASH AREA AND REMOVED BY COMMERCIAL CO. WEEKLY. DELIVERIES DELIVERIES SHALL OCCUR AT THE FRONT DOOR VIA STANDARD COMMERCIAL DELIVERY VEHICLES (UPS, FED-EX, USPS). SEE SHEET GOA FOR GENERAL SITE NOTES PROPERTY LINE • MN MI MI CONSTRUCTION LIMITS CURB AND GUTTER-SEE NOTES (T.0.) TIP OUT GUTTER WHERE APPLICABLE-SEE PLAN it Tit* TRAFFIC DIRECTIONAL ARROW PAVEMENT MARKINGS SIGN AND POST ASSEMBLY. SHOP DRAWINGS REQUIRED. HC = ACCESSIBLE SIGN NP = NO PARKING FIRE LANE ST = STOP CP = COMPACT CAR PARKING ONLY ACCESSIBILITY ROUTE ARROW (IF APPLICABLE) DO NOT PAINT. Know what's below. 1" = 20'42" Call before you dig. .io•-• 19) A I III I L • I / Go / c. ./ te / rta / • t! ';t 01? IN UARDIAN PRETREATM • GOTICete-$tep.S.-," .•'COncret2 W8 6tz UN. arE UTLE R HW 941. 1 E0F6-827.02 3:1 §.10E SLOPES MINIMUM BOTTO.OVAREA=108 SF ARKIqG LOT RAIN ARDS IE INFILTRATION r• eN es , < I I I 04 _ 5i A PED. RAI P W/ TRUNCATED DOMES PEF ADA STANDARDS R STOR OUS •MEME T F G UTI TY INSTAUATI N, MATCH EXISTING PAVEMENT SECTION t VI, c . tax SCONE. .V ...I. rYfF STORMER PAC , COORD. W/ MECI-11 AND UTILITY CC. 'FOR FINAL LOCATION AND SIZE Concrete Walk ulLoi IttAk I CH EX SAFETY BOL e--. 0 a r--I i CY I < 0 i > z , U-11 rs' ' ...-1 >--' I D 8 S', RUCTION 0 i CC) I LLI 0 H COG MATCH Et1211? H H RELOCA/TLIFICE MONUMFMN. COORS. W/ ARCJJ FOR FINAL LOCATION CONC RIVE APRON PO CITY STANDARD DOU EASEMENT UNE DENTAL MONUMENT SIGN, COORD. W/ ARCH'L PLAN FOR FINAL LOCATION RAIN GARDEN INFILTRATION BASIN MATCH EXISTING COG 6 t 12" RCP 18" RCP - - PROPERTY LINE 'Per Re c SITE DATA ZONING SUMMARY EXISTING ZONING POD-1 - PLANNED OFFICE PROPOSED ZONING REQUIRED PROVIDED BUILDING SETBACKS FRONT STREET 35' REAR YARD 20' SIDE STREET 35' INTERIOR SIDE YARD 20' PARKING SETBACKS FRONT - (FROM ROW) 20' REAR 15 SIDE 10' REQUIRED PROVIDED PARKING SUMMARY PARKING STALL DIMENSIONS 8.F X 18' COMPACT PARKING STALL DIMENSIONS 7.5 X W DRIVE AISLE DIMENSIONS 24' FIRE ACCESS ROAD DIMENSIONS REQUIRED PROVIDED PARKING STALLS - SURFACE 23 PARKING STALLS - GARAGE WA 6 Story Concrete Building Foundation Area ..- 19,783 +/- Sq. Ft. P10: 0911621240007 PARCEL 1 Address:7300 Metro Boulevard .a 6 CivilSite R O U P Cnril Eng'neering• Surveying • Landscape Architecture 5000 Glenwood Avenue Golden VaDey, MN 55422 theellegroup.com 612.615-0060 12" RCP R "El NB TAPER z 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. moi, Robert A. Latta DATE 3/11/24 LICENSE HO. 59612 I-< A L_ 4 \ [C) Apparent PID: 0911621310013 \ --Pedestrian Access Address:7400 Metro Boulevard Owner: One Corporate Plaza Partnership TRASH ENCLOSURE AREA i••• ,1041 PROPERTY LINE UILD)NG LOT RAIN GARDEN FILTRATION BASIN 1 OTTOM=825.30 Qr_Lty Eue/AlltiNiezt,sbron 00-YE k1W-PW•QAT No. 19839 OF=8,26.04 :1 SI MINIM M BOTTOM AREA=485 SF 1 J SLOPES E ISSUE/SUBMITTAL SUMMARY LIGHT DUTY BITUMINOUS PAVEMENT (IF APPLICABLE). SEE GEOTECHNICAL REPORT DATE FOR AGGREGATE BASE & WEAR COURSE DEPTH, SEE DETAIL. HEAVY DUTY BITUMINOUS PAVEMENT (IF APPLICABLE). SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE & WEAR COURSE DEPTH, SEE DETAIL. CONCRETE PAVEMENT (IF APPLICABLE) AS SPECIFIED (PAD OR WALK) SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE & CONCRETE DEPTHS, WITHIN ROW SEE CITY DETAIL, WITHIN PRIVATE PROPERTY SEE CSG DETAIL 03,11/202. DESCRIPTION CITY SUBURTN. MAW. VI REVIEWS:14f FIKIAGT YWA4111. 11100ST 11.MBFIR DATE REVISION SUMMARY DESCRIPTION SITE AREA CALCULATIONS IMPERVIOUS SURFACES EXISTING CONDITION PROPOSED CONDITION BUILDING COVERAGE 19,792 SF &3% 25,919 SF 10.9% PAVEMENT 182,650 SF 76.6% 173,577 SF 72.8% TOTAL 202,442 SF 84.9% 4.6 AC 199,496 SF 83.7% 4.6 AC PERVIOUS SURFACES TOTAL 35,878 SF 15.1% 0.8 AC 38,824 SF 16.3% 0.9 AC TOTAL SITE AREA 238,320 SF 100.0% 5.5 AC 238,320 SF 100.0% 5.5 AC DIFFERENCE (EX. VS PROP.) -2,946 SF -1.2% FULLY RECONSTRUCTED IMPERVI 28,845 SF DISTURBED AREA 40,403 SF 0.9 AC SITE PLAN C2.0 COPYIVOliT/023CIVII. SITE GROVP INC Planning Division Submitted 03-11-2024 DATE 011117211 DESCRIPTION CRY 51.111VMAL CRAM. JR REV411E011f Atoncr.,,A0A 14110741,44e. REVISION SUMMARY DATE DESCRIPTION PARCEL 1 / // / / / / / A/ ,_,_AAL1 • Ad, Gone ete Ramp !v6Y1 .Y.• • -,.;• :. ..;,i• .010 (5) - I _ • III ITh es I I I I Pi I g-ret / I - z kr, E 0 0 7.;.:14.-.4 f-Y-i-:': ' eair I 1 /7.W. 1 /7--;-1 1% w ., , `,....j ./- . , • e • „ • Concrete Walkway' NI 9 7 A RD, rnr•irD •c 0"frinn I 044 A ••-' I. _ I V I , _ I I /, /.." ESSDNG ABOVEGROUND FLOODPLAIN STORAGE BELOW 827.80 8011110 GRADING 3UNITS: 718.50 C.V./ -6 o PROPOSED ABOVEGROUND FLOODPLAIN STORAGE BELOW 827.80 WITHIN GRADING OMITS (MINUS-123.4 C.Y. PONDIN9,60.0 C.V. PROPOSED UNDERGROUND FLOODPLAIN STORAGE a 442.1 C.V. PROPOSED TOTAL FLOODPLAIN STORAGE BELOW 827.130 WITHIN GRADING HM175,7221. C.Y..A 4Y. , a ME/V.6627 CividSite G R O U P C•43 Ervineerir9• SureerAg • Landscape AmMtecIum 5000 G'enwood Avenue Golden Willey, MN 55422 civastlegroup.com 512-515.0060 0 0 0 6 W 8. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT IAM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Robert A. Latta DATE 3/11/24 LICENSE HO. 59612 ISSUE/SUBMITTAL SUMMARY r Ll L- xm" „ I / 12" RCP 1.1 rzys circ 82'43 G/T 827 2314E 828.98 MIN. 7 0F \ I t-n-14,/ Il it UILD1ING1,11.07 RAIN GARDEN FILYJRATION BASIN 1 ,1 OTT0M=025.30 LS' Yr. rl OTLET EI.EVATION=827.50 00-YR HWL=827.65 OF=8.28.04 ,3:1 OPES br, M BOTTOM AREA=485 SF IS WV, 41, 1 t tr.v. A I I ;\ 1 CC <iii. r D STRUCTI04, 0 rn„,, t \ 18 ° - A.= 28.54 ME/C 1 828,40 I MUG 1 1 ,82&30 G 14 Cu", 05, 11 1=1= R1.50 CorlCrete Walk s 7.10 0.62712 55 54- 1525J-7.7-5155 11"-• g.15 14,11' 15 6 Story Concrete Building Foundation Area = 19,783 +/- Sq. Ft. Wv PID: 0911621240007 Address:7300 Metro Boulevard • 441 ARKING LOT AIN ARDE INFILTRATION ASIN B TTO =825.4 CURD CUT C UTLE 826 100A E0 82%]02 \ r - A I -/ /- r • ,"3:1 §1DE SLOPES_ _ I - I I I - I- ,- ..._,MJNIMUABOTTOWAREA=108 SF -I I 827 5'.90 RE-SET CAS D10.80 MIN. 826.66 G/TC I MATCH l 4-. 1 //- - 827.33 82 1 Ai et 9 ( I l 827.46 t 83 I I • .31 ,828-2C. ----dgeo -- -- -- -' - 822 ma' 26.61`D--27.11 TC .92 826.31 - 1=m1 IRENE 829.80 FFE .829.30 828.80 11. 01.10 -- / .-x- ...../ - '011 [C] Apparent \ Pedestrian Access PID: 0911621310013 Address:7400 Metro Boulevard Owner: One Corporate Plaza Partnership -F_ • , fI I A A / " I • I -• - V MATCH - MATCH ---- ----- r GRADING PLAN LEGEND: GROUNDWATER ELEVATION PER BORING BORING GROUND WATER ELEVATION B-1 B-2 B-3 B.4 B-5 B-6 B-7 B-8 B-9 B-10 PER GEOTECHNICAL REPORT COMPLETED BY XXX XXX, INC. ON XX/XXDOC 1125 1137 41.28 891.00 G 891.00 TC 891.00 BS/TS 891.00 ME EOF.1135.52 NI I= NM Ell • EX. 1' CONTOUR ELEVATION INTERVAL 1.0' CONTOUR ELEVATION INTERVAL SPOT GRADE ELEVATION (GUTTER/FLOW LINE UNLESS OTHERWISE NOTED) SPOT GRADE ELEVATION GUTTER SPOT GRADE ELEVATION TOP OF CURB SPOT GRADE ELEVATION BOTTOM OF STAIRS/TOP OF STAIRS SPOT GRADE ELEVATION MATCH EXISTING GRADE BREAK- HIGH POINTS CURB AND GUTTER (7.0 = TIP OUT) EMERGENCY OVERFLOW CONSTRUCTION LIMITS 21 1 " RCP Ti COPT 4GHT 2023 CI1011. sm.°, INC O r-I (MN STATE HWY NO . Know what's below. 1.= 20%0" Call before you dig. rce-o• 0 Bituminousfoarking Lot / 1 / / , 7300 METRO BOULEVARD, EDINA, MINNESOTA 55439 LU < LLI § < LU CC 5 t, W E • E w I - CITY OF EDINA GRADING NOTES: 1. RESERVED FOR CITY SPECIFIC GRADING NOTES. EROSION CONTROL NOTES: SEE SWPPP ON SHEETS SW1.0 - SW1.3 SEE SHEET C0.1 FOR GENERAL GRADING NOTES GRADING PLAN C3.0 Planning Division Submitted 03-11-2024 0 71- PROVIDE 4".6" INSULATION OVER ENTIRE LENGTH OF SANITARY SEWER PIPE, SEE MIETRIV .. ..• rete1 Walk -, EANOUT 3 822.6 =8271,0± as 1 _J 'STUB B E T ILDIN COORD./NtolfttR. ( 4, 84A AND INVERT IE Q STUB=823.061 10050 CROSSTOWN CIRCLE, SUITE 600, EDEN PRAIRIE, MN 55334 HEMPEL REAL ESTATE 7300 METRO BOULEVARD, EDINA, MINNESOTA 55439 Know what's below. = ISTQ5 1 Call before you dig. 10•.0. 0 20-0" C4.0 Y-SER CC ECT IC LIN 2.06 4 W/ PO ER .1117 Ot Nay.. I I'; / ., .1 r I • e • I I A I-< I I, I ot ,1 • 333 LF V PVC SDR 26 SANITARY SERVICE © 0.60% SEE SHEC4.1 I•nowl PARCEL 1 6 Story Concrete Building Foundation Area = 19,783 +/- Sq. Ft. Stone Retaining Wall 12" RCP „ „ „ PID: 0911621240007 Address:7300 Metro Boulevard OET CAI TING EXITING B EX. RE=825. 4 PR. E=825. 0 CURB CUT QUTLETP826,9 100- R HW 592't. EO -827.02 3:1 pot SLOPES MINIMUM BOTTOM AREA=108 SF 5 LF H E@2.00% INSTALL, BENDS AS NEC* Y IN WATER QUALITY .„.40blaDkIAT FLUR \ AULT VV/ SU FACE NLET URFACE INL T RE=826A1 DISCHARGE I 823.90 / ARKIN I2 0 k. s , ,t NEG N XIS TING yMANH E INSTA CER?,S NEC gS ..flO FIT MANHOLE)•,_ PR: E=4822.20 (MATCH NORTH . I INVERT) '6011C.fed8Va3,6i136,1/ TOR NYLOPLAST DRAIN BASIN W/ SUMP RE=828.00i IE=823.00 STUB 8' INTERNAL STORM DRAIN TO 5' FROM BUILDING, COORD. W/ MECH'L 1E7.827.00 INTERNAL STORM DRAIN DISCHARGE W/ FLARED END 8 #" I 16=826.88 RIP RAP L_-_ L - - L • 1 a LU , RUCTION 0 RELOCAT RANT W/ C.V., 6' LEAD, AND 12'X6" REDUCER INSTALL TBE OUTLET CONTROL STRUCTURE 1 01E427.50 (12' DIAMETER ORIFICE, 0.8 SF OPEN AREA OR I GREATER) 11823.51 IF 13 LF 12' HDPE ©3.00% MAKE CONNECTICKTO, EXATMCB PR:M=823r25 \ 18 ' MAKE WET TAP PI eg.tONNECTION TO EXISTING 12" WATER MAIN, COORD. WITH CITY GATE VALVE AND VALVE BOX (MN STATE HWY NO . UNDERGRQUND FLOOD COMP SECTION FF 54' SOLID C arra:Tgo s • • gro1773TA = AND COV 712' SID STO CMP (BOTH MINI M FINISHE I GRADE, MINIA/ JM FINISHE 1 GRADE. ND F l OOD ITORAGE (I OU L • C t e t . CONTRACTOR ShALL C Q ORD! ATE ALL THE U-ILITY BERVI ES201 H BOT -I THE DIVIL AND M CHAT) CAL PLANS PRIOR TO CONSTRUCTION. CO TRA TOR L StWC6JT R QV PUB MT, ., q Rbs; AN WA S F R INSTALLATION 6F UTILITIES. UPON COMPLETION OF UTILITY WORK, REPLACE ALL MATERIAL, IN KIND, AND TO CITY STANDAPD AND APPROVAL STA/ H) =826.•Stil M•15.9B.8[6#7! • 12 E=B22 80 V -.Jar/ • NSATORY STORAGE .5'X33.5' FOOTPRINT OTP NDS IE=8 S)=8 A: 8 CF CilSite 01 u F. Ova Engtneerin0 • Survey-ng • Landscape AnNtedure 5000 Venrccod Avenue Golden Valley, MN 55422 GyNsttagroup.com 612-615-0060 \)C, \C'0\ 0 U- 0 (15 0 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. Robert A. Latta DATE 3/11124 LICENSE No. 59612 Po, 100-YR FLOODPLAIN HWL = 827.8 Bituminous Parking Lot 18' F D BAS TIO ECT INT) NE 1.70 2.20 8.00 ISSUE/SUBMITTAL SUMMARY • / _ -- A , 1/4 I / / _ \ \k, [C] Apparent \--Pedestrian Access • • • / A / / \ / / I " COMBINED DIP WATER SERVICE PID: 091162131001.3 AND VALVE, STUB TO WITHIN 5' Address:7400 MetruFtbM113UIEDING, COORD. W/MECH'L Owner: One Corporate Plaza Partnership r , I • „ r• AI, V \ r L. • Bituminous• sparking Lot • \ •-• A.• • • • • • • • • • • • • • • UILDNG LOT RAIN GARDEN FILTRATION BASIN 1 OTT( M=825.30 UTLET ELEVATION=827.50 00-Y0 HWL=827.65 OF=828.04 3:1 J MINIM M BOTTOM AREA=485 SF E SLOPES UTILITY LEGEND: (1) 1.4 4- - DT DT - >> CATCH BASIN MANHOLE GATE VALVE AND VALVE BOX PROPOSED FIRE HYDRANT DRAINTILE WATER MAIN SANITARY SEWER STORM SEWER / r /-</ 1/4 / " / / • DATE DESCRIPTION 03/111024 COT 51.1131/47T/J. DRAM. REV*11110./ 1110.4GTVAINPA Pf1C4,-.C. iNUM. UNA REVISION SUMMARY DATE DESCRIPTION SEE SHEET CO.1 FOR GENERAL CITY OF EDINA UTILITY NOTES: UTILITY NOTES I=1 I=1 IM CONSTRUCTION LIMITS 1. RESERVED FOR CRY SPECIFIC UTILITY NOTES. UTILITY PLAN CI COPYR41172023 OVIL 511E GAWP Inc Planning Division Submitted 03-11-2024 eee f, oN E 8 o L o cr 0 NN X N co 7. ,0 n E o N o w 6 :3 o , Ll j Co rete C R IE STN H J__ FtE=826.T42) ere•15.tekeeniTP 17 IE-R22 Rn rs° UTILITY LEGEND: - DT - DT - >> si= -4- CATCH BASIN MANHOLE GATE VALVE AND VALVE BOX PROPOSED FIRE HYDRANT DRAINTILE WATER MAIN SANITARY SEWER STORM SEWER CONSTRUCTION LIMITS SEE SHEET C0.1 FOR GENERAL UTILITY NOTES ISSUE/SUBMIT IAL SUMMARY MM-MINMI:1121==E1 0.1.1 ,X2./ M:13=111 REVISION SUMMARY CITY OF EDINA UTILITY NOTES: 1. RESERVED FOR CITY SPECIFIC UTILITY NOTES. 6" San. SE V. (Per Rec.) / / / / / / / / / / / / / .Coricrete WOkway.,' - h I / Si L L / / E 40 W 00 512 .4 sr & 6 Z C o E E CoNtit W11rIi SADDLE (N/S)= V LFY PRIOR TO CONST) 1 L PR F4 (E)=821.08 I __ 1 c 7.4 .174 1 1...__Thl.. i n 1 1 m•• ( m.i . r CO RDLIVATE WITH CITY I ,.., BteeM1111t4/590a1TM t 7-.-"- PARCEL 1 / / / / /7 Stone Retaining Wall ,414 rns 12" RCP „ 150 Tr PROVIDE 4*-6"' INSULATION OVER ENTIRE LENGTH OF SANITARY SEWER PIPE, SEE 99eTivi. im 1. i! Im. .GOridete.,Sieps e 11 CO TRACTOR SktALL COCIRD1?.H ATE ALL HE UTILITY ERVICeSNyl BOT THE AND MECHANICAL PLANS PRIOR TO CONSTRUCTION. CO TAA TOR L SWCeLT & OV C P MTS., R13S; AND WALKS FOR INsTALLATION 6F UTILITIES. UPON COMPLETION OF UTILITY WORK, REPLACE ALL MATERIAL, IN KIND, AND TO C TY STANDAFD AND APPROVAL RESET CA: TING ON EXI :TING CB EX. KE=825. 4 PR. lE=825. 0 NSATORY STORAGE 5'X33.5' FOOTPRINT 18' F ND BAS CTIO TI PID: 0911621240007 Address:7300 Metro Boulevard L ; 7 • (17) 1 1 1 1 1 MU EASEMENT COI 333 LF 6' PVC SDR 26 SANITARY SERVICE 0.60% CLa-k-OUT -8?7•90± lE=82 WEIMI -mew CLEANOUT RE=827.50± IE=81.88 MEN IMM 1 (1.7,) - e \ - C. 1.-.../-, 0 , TION ER (C R/f1 d TEE FIIITINC OE D RED i MP! ILL • ILL n 1 T P C T C C OPOS OSSE P OF OW. Mr014, I) SA EXISTING ITAtRY=82 ELOOLATION ITAR E ER ECT .06 W/ PO C LIN• ER EANC =827 822.6 ••••• 01.0 UNDERGRQUND FLOOD COMP SECTION ,L# 54" SOLID C ILTILM:IrS BOTH WITH • STO E BA=,F AND COV CMP MININVM FINISHE MINI,/ JM FINISHE RGRO ND F OOD VORAGE ( OTP NDS IE=8 S)=8 A: 6 INT) NE 1.70 2.20 8.00 ..,, 'STUB b A NIT~y.1~~ E T 6' RCM 1 B ILDIN RD IM H'_ FOR TINA AND INVERT YEA) STUB=823.06i nV / 77-ml-51EI-ra. EM---!S FIARKII G LOTIFAIN DE t r I FILTRATION ASIN BOTTO =825.4 CURB CUT GUILE 826 I 100-stR HW tot. 1 E9P8827.02 3:1 BIDE SLOPES MINIMUM BOTTOWAREA=108 SF 5 LF 12" H PE og) 2.00% INSTALL, BENDS AS NEc80.Y .''\ WATER QUALITY ,0141gOt1F \ AULT (V/ SU FACE INLET 6 URFACE INLET RE=826.41 C ISCHARGE lE=823.9 ) ConcretWIT;SAVIAP STORM NEGNON T INSTAttri CERV v-To FITMANHOL 822.20 (MATCH NORTH INVERT) SECTION NYLOPLAST DRAIN BASIN W/ SUMP RE=825.001 IE=823.00 STUB 8' INTERNAL STORM DRAIN TO 5' FROM BUILDING. COORO. WI MECH'L lE=827.00 INTERNAL STORM DRAIN DISCHARGE W/ FLARED END 3' 4SEI-2 11'6 SEC ION A RIP RAP • IE=826.88 • I Iola 100-YR FLOODPLAIN HWL = 827,8 6" COMBINED DIP WATER SERVICE PID: 0911621310013 AND VALVE, STUB TO WITHIN 5' Address:7400 MeLreFLOMOUILC881G, COORD. W/MECH'L Owner: One Corporate Plaza Partnership / A / /A\/ / " L • -r• IA A / / Bituminous Parking Lot I , - • / PS F.< I I „ c 7- \ [C] Apparent \ -Pedestrian Access A r_ _ \ / / _ „ e‘ Z. i / Bituminou4arking Lot I , L. , • Know what's below. 1.= 20.-0" Call before you dig. .17er :),H4y, Bituminous Parking Lot a a „„ 21" San. Sew. 0 026 CivilSite G 11.1 0 U P cive Ene'neenno • Sulvenns • landscape 5000 Glenwood Avenue Golden Vel1ey. MN 55422 civesnegroup.com 612.615.0060 U_ LL 0 0 0 W S. 7300 METRO BOULEVARD, EDINA, MINNESOTA 55439 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION. OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT 1AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. RobertA. Latta DATE 3/11/24 LICENSE NO. 59612 0I 2 8 S HEMPEL REAL ESTATE UTILITY PLAN - SANITARY CONNECTION C4.1 0 COPYRIGHT 2023C11/11. SITE CROW INC Planning Division Submitted 03-11-2024 O ACCESSIBLE PARKING PAVEMENT MARKING NTS 'A' WEAR COURSE (MNDOT //// // TACK COAT (MNDOT 2357) 111 11 11111111 1111 111 'IT BASE COURSE (MNDOT 2360 - SPWEA34013) 2360 - SPNWB330B) CLASS 5 AGGREGATE SUBBASE (MNDOT 3138) COMPACTED SUBGRADE (100% OF STANDARD PROCTOR MAX. DRY DENSITY) PAVEMENT DESIGN TYPE WEAR (A) BASE (B) AGG.(C) LIGHT DUTY X' X' X" HEAVY DUTY X' X' X" NOTE: IF DESIGN IS DEFINED IN ABOVE CHART, IT SHOULD BE CONSIDERED FOR BIDDING PURPOSES ONLY. REFER TO GEOTECHNICAL ENGINEER FOR RECOMMENDED PAVEMENT SECTION. VA* DrnTi 1414:7Wr 17 III NOTES: 1. INSTALL CONSTRUCTION JOINTS AT 10L0' O.C. +/- 2. BASE DEPTH DEPENDANT UPON SOIL CONDITIONS COMPACTED CLASS 5 AGGREGATE BASE, SEE SOIL REPORT FOR DEPTH, V MIN. D'- DENOTES DOWEL DIAMETER 1" - DENOTES PAVEMENT THICKNESS PROPOSED NEW PVMT/CURB OF OTHER CONC STRUCTURE, SEE PLAN DRILL 8 GROUT DOWEL ' CONCRETE PAVEMENT POURED JOINT SEALANT BACKER MATERIAL SEE NOTE 1 CONCRETE PAVEMENT BACKER MATERIAL SEE NOTE I COMPACTED CLASS 5 AGGREGATE BASE. SEE SOIL REPORT FOR DEPTH, 6' MIN. SEE NOTE 2 W N PARKING VERAYAMIDLREDLIATIDES MR:RR 1 "". 10 \_ SAM OA ROT TO RAD. DM. „4-WAY 2-LAT I167•X covsup NO111 TOL It Ae a 4 o I® 4 1. PROM EP - SARNI UNE NOT TO K.. 0 W. MOSO INETIVO4 0.0 or cup Rm. RIMSECI.1 WM. (:) Tua ARIASAS MEOW 10 mace Ampommroy MOD swum 11.4ns (OLE MCA .NIS MRS pc TROD= NO SAILS IMMO M. PATTEN RAS RL CI V IDIALT. PAYORTAT 6 DADA® OMR 02.11.21.1, ORTRACTION S.011 TAROT 111• SUS Of STEM SECT. STILICOrt 10 WV 0 MO. AS ASO VARAM NM TITS EARS RAMP CRAW (VIDASTOS), RADS N SAYRE DRS (V TODD .100 RAOS TRAMS. CI KUNST. opuypAT sm. VAN. COMO INIATESS (s. mu rut wars 4. To4 ISDNANCOS. ALARM T. V urts3 121 ITS Maori OT)OTNEL NERO N M INIANTIOS. ARROADI SY DEE ommax. (:) CONGAITE /SRN OWL Se e IMO Na Y AORDIAtt use SASS & SOX OE 4 0111101023 151010 -V- SIDISIDAS PAYSSNT 4 CITY OF EDINA ENGINEERING & PUBLIC WORKS DEPTS. COMMERCIAL DRIVEWAY APRONS APPROSIR OR 010,4131 REVISED: 2-24 STANDARD KATE 410 I0 BOB 0111121- Tauber 1414430 co® 5ECIONA,A 0 ILL 0 7300 METRO BOULEVARD, EDINA, MINNESOTA 55439 S S ` Si HEMPEL REAL ESTATE LL CIVIL DETAILS C5.0 O COPYRIGHT2023CIVD STYE GROSS I/IC CivilSite GROUP P Circ Englneerirg • Surveying • Landscape McNtecuy4 5000 C'errrrood Avenue Golden .115y, MN 55422 clvisPegroup.com 612-615-0060 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 174,- Robert Latta DATE 3/11/24 LICENSE NO. 59812 ISSUE/SUBMITTAL SUMMARY IMELEITIMIIMME35 16=MIC 6=M76G! 57/==MIE: REVISION SUMMARY IM12011111333;11Z1 GALVANIZED STEEL FASTENER (TYP. OF 2), INCLUDE REINFORCING PLATE AT EACH BOLT LOCATION (3X3') METAL SIGN(S) ACCORDING TO MN STATE CODE, PROVIDE SHOP DRAWING OF SIGN MODEL )5. RADIUS VNISNESSRADE il/D.DOODASS CLASS 5 AGGREGATE SUB-BASE, COORD. BITUMINOUS PAVEMENT DETAIL ITT- (6'mno -1.11-==d-tg:E473°=g•Ex'st"E I-111-11 111-11I 11-111 11-1111- C) B-612 CONCRETE CURB AND GUTTER NTS ADJ. PVMT. SECTION, LAWN, BIT. PVMT., OR OTHER MATERIALS, SEE PLAN 4 RINSIEDORADE to W" orefiere7 q“; _ - C.. • 0-t• -Ai- • 4 e ---,:'-e ,te-Wf. A.-p . V • \\//\ COMPACTED SUB-BASE, NATIVE SOIL OR AS PER SOILS REPORT RECOMMENDATIONS 0 VALLEY GUTTER NTS ADJ. PVMT. SECTION. LAWN, BIT. PVMT., OR OTHER MATERIALS, SEE PLAN SLOPE ACROSS CURB )1* PER 1,0' CONTINUOUS SLOPE CONCRETE "CURB' ADJ. PVMT. SECTION, OR OTHER MATERIALS, SEE PLAN 20" NOTES: 1. INSTALL CONSTRUCTION JOINTS AT 10LO" O.C. +/- 2. BASE DEPTH DEPENDANT UPON SOIL CONDITIONS NA\A AAA\AAA ',A A A 6' MIN. , \ COMPACTEDOI CLASS 5 AGGREGATE .s\ 6)1' /c..\/'' / • BASE, SEE SL REPORT FOR DEPTH, COMPACTED SUBBASE, NATIVE SOIL OR AS PER SOILS REPORT RECOMMENDATIONS O RIBBON CURB NTS TOOLED CONTROL JOINT. SEE DETAIL (TYP.) LEAVE TOP OF MULCH DOWN I' FROM TOP OF WALK THIS OCCURS ONLY WHERE MULCH MEETS EDGE OF WALK 'A' CONCRETE AS SPECIFIED NOTES: 1. INSTALLATION SHALL BE CERTIFIED AND IN ACCORDANCE TO M ONSITE A.C.I. TECHNICIAN AS SPECIFIED. 2. SEE GEOTECHNICAL RECOMMENDATIONS FOR GROSS WEIGHT REQUIREMENTS. 3 SEE LAYOUT DRAWINGS FOR LIMITS OF WALKS. 8 SEE CONCRETE JOINT DETAIL FOR REQUIREMENTS. 5. 112' WIDE EXPANSION JOINT AND SEALANT AT ALL CURBS. E. IF NO DESIGN IS DEFINED IN CHART, SEE GEOTECH REPORT FOR FINAL PAVEMENT SECTION. T. IF DESIGN IS DEFINED IN CHART. IT SHOULD BE CONSIDERED FOR BIDDING PURPOSES ONLY. REFER TO GEOTECH FOR FINAL PAVEMENT SECTION. 1. CURING: 1.1. APPLY CURING COMPOUNDS IMMEDIATELY UPON FINISHING OF CONC. SURFACE. 1.2. ALL CONC. SURFACES SHALL HAVE CURING COMPOUNDS ALLIED PER ASTM C-309. AT 200 S.F. PER GAL 1.3. ALL CURING COMPOUNDS SHALL BE TYPE 1 (CLEAR) AND CONTAIN ACRYLIC BASED CLASS B RESTRICTED RESIN SOLIDS. CONCRETE PVMT./WALK/PAD N T S (PRIVATE PROPERTY) GENERAL DETAILS NOTES: CONTRACTOR SHALL REVIEW ALL CML AND ARCHITECTURAL DETAILS PRIOR TO WORK. ANY REDUNDANT, CONTRADICTORY OR CONFLICTING INFORMATION PRESENTED IN ANY PLAN OR DETAIL THROUGHOUT THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT ARCHITECT AND CIVIL ENGINEER AND RESOLVED PRIOR TO WORK COMMENCING. NOTES: 1. EITHER ONE PIECE OR THREADED SPLIT-TYPE DOWEL MAY BE USED. 2. USED THICKENED EDGE ON NEW PAVEMENT WHEN EXISTING PAVEMENT HAS THICKENED EDGE. DOWEL SCHEDULE DOWEL SIZE DIP.. LENGTH SPACING VORLESS IL' IV 12.0.C. v DV WOG. VAS' Fvr sy ISOM IVORSIORE YLV SS WOG IDORSIORE .1.. Tr )gr--)/-Th EXISTING PVMT. OR EXISTING OR PROPOSED NEW PVMTJCURB OR OTHER CONC. STRUCTURE, SEE PLAN O DOWELED JOINT BETWEEN TWO PAVEMENTS NTS SEE NOTE 2 CONCRETE PAVEMENT CONCRETE PAVEMENT POURED JOINT SEALANT SEPARATING TAPE SEE NOTE 1 EXTERIOR BUILDING WALL POURED JOINT SEALANT W= WIDTH OF SEALANT RESERVOIR 1/2' MINIMUN 5/B' MAXIMUM EXCEPT FOR 3/4' EXPANSION JOINTS D= DEPTH OF SEALANT 1.0 TO 1.5 TIMES W To DEPTH OF INTIAL SAWCUT, 1/4 OF THE SLAB THINKNESS FOR PAVEMENT LESS THAN 12' CONCRETE PAVEMENT NOTES: 1. SEPARATING TAPE OR BACKER MATERIAL REQUIRED TO PREVENT JOINT SEALANT FROM FLOWING INTO SAWCUT, TO SEPARATE NONCOMPATIBLE MATERIALS AND TO PREVENT SEALANT FROM BONDING TO BOTTOM OF RESERVOIR. 2. TOP OF SEALANT WILL BE 1/8' TO 1/4' BELOW TOP OF PAVEMENT. EXPANSION JOINT SEALANT DETAILS NTS TRIM POST TO BELOW TOP OF SIGN 3-3/16., 2 LBSJFT., COMMERCIAL GRADE, GALVANIZED STEEL "CHANNEL' STYLE SIGN POST CUT TOP OF POLYETHYLENE SLEEVE TO ACCOMMODATE CHANNEL POST ION-SITE) COMMERCIAL GRADE CONSPICUITY MARKINGS (TAPE), 3M DIAMOND GRADE SERIES 973, OR SIMILAR THICK, COMMERCIAL GRADE THERMOPLASTIC POLYETHYLENE PROTECTIVE SLEEVE, PER IDEAL SHIELD OR SIMILAR. SHOP DRAWINGS REQUIRED. PROVIDE COLOR SELECTION OPTIONS 6" OUTSIDE DIA. GALVANIZED STEEL PIPE PAINT 1 COAT ANTI-RUST PRIMER PRIMER 1' SILICONE RUBBER OR ASPHALTIC CAULKING NO PARKING TO BE COMPOUND USED IN FRONT OF ADJACENT PVMT. - MATERIAL STRIPED ACCESSAISLE VARIES, SEE PLAN 8 DETAILS CONC. FOOTING, SONOTUBS2) FORM RECOMMENDED 6' INSIDE DIA. GALVANIZED STEEL PIPE PAINT WITH ANTI-RUST PRIMER GROUT INSIDE OF INNER PIPE ANNULAR SPACE TO 1' FROM TOP )6' METAL PLATE WELDED TO BOTTOM OF 6' PIPE COMPACTED AGG., TYP. NOTE: 1. SIGN SHALL BE AS SPECIFIED. 2. BOTTOM OF SIGNS TO BE MOUNTED 60'56' FROM PARKING GRADE, SEE SIGN POST INSTALLATION DETAIL 3. VERIFY POST PAINT COLOR WITH LANDSCAPE ARCHITECT PRKM TO INSTALLATION. ACCESSIBLE SIGN & CHANNEL POST - LOT LOCATION NTS HANDICAP PARKING SPACE WITH PAINTED INTERNATIONAL SYMBOL OF ACCESSIBIUTY WITH CONTRASTING SQUARE BACKGROUND, CENTERED TOWARD DRIVE AISLE 4' WIDE PAINTED STRIPING, 45' CROSS STRIPE PATTERN AT O.C. AT ACCESS AISLE HANDICAP PARKING ACCESS AISLE WITH PAINTED 12. HIGH LETTERING OF "NO PARKING' CENTERED TOWARD DRIVE AISLE HANDICAP SIGN, CENTERED AT HEAD OF PARKING SPACE AND ACCESS AISLE 7 MIN,. AND 17 MAX. FROhl FACE NO PARKING SIGN OF CURB CENTERED AT HEAD OF SPACE ON CENTER STRIPE NOTE: 1. ADHERE TO ALL STATE 8 FEDERAL ADA STANDARDS FOR PARKING, PAINT 8 SIGNAGE. 2. VERIFY AND LAYOUT ALL PAINTED FORMS & STRIPING PRIOR TO INSTALLATION 3. SEE PLAN FOR ACTUAL PARKING SPACES LAYOUT 4. ALL PAINT COLORS MUST CONFORM TO STATE AND FEDERAL ADA STANDARDS O BITUMINOUS PAVEMENT - ALL TYPES NTS III I 11 momnscesrma ®1® an- monk 10110.0011 OR TOPONAT WAS OVAL SE CRVIREO NOR 45 RMS O ORM. EITATATISE CD IMO OD Waal COD PMDART PER DNA STATOMO RATES 511-542. AS ARSDA11.. RS TOVIVIA. OE COD WIT. PATORD SAMS V DIX) SET010 AWL MARI. IV PRODUCE RECTIMEAR PARIS M WAR SE BRIM= NM RITA.mum. HAT, urns nor ro ixem, M.N. M.S. MOSS NT B SOT Mew 10 Mom WOOL Max KART COAL AHD SORDEAS (3) ODRA= WEAR WAY SE usm fon SAOILL ir num.. ALL 120!!1010010 EAVA SOLI. SE IDIOTIC 001 INE 510. mom. suml. 11 rum 51111 Ammax 5)00 SIMS S VOA MAPRAY 1.13/48 O 10101 rm. 111 1050 O 00 0.0050cr comuumm RIR ACONOAR EAR O101 VHS OVAUTT mums. WNW PER RIOT spy .8354. WORST OR 11115104 THE ODAYATICS NM NAITA SYR SE PEI.RED. CE/ oorr-croen 00 IMPTINCE W IOW IT OTE ORDER Mum. Tato., E 1400450 Y 34 cr IMPAN, SI ODS 11.21NYS AMM. SIND PA StTE PATENTO POI MU swam, MD -.D AS 12.11CAND OTSTRETPA SE ED RA LONA ST STD r RADIUS CORNERS 1:3 BAITER SLOPE GUTTER Ye PER 1,0' 0.5% SLOPE-CONSTRUCT WITH REVERSE SLOPE GUTTER (7.0. GUTTER) WHERE THE PAVEMENT SLOPES AWAY FROM CURB. SEE PLAN NOTES: 1 INSTALL CONSTRUCTION JOINTS AT 10,V 0.C. Pl- 2. BASE DEPTH DEPENDANT UPON SOIL CONDITIONS 12' SEE GRADING PLAN FOR LONGITUDINAL SLOPE CAST-IN-PLACE CONCRETE VALLEY GUTTER IIITSIVIEDOVADE ADJ. PVMT. SECTION, OR OTHER MATERIALS, SEE PLAN STIED RADE iNISNEDDVADE 7. 4 "IT S C E LASS 5 AGGREGATE BA 2 COMPACTED SUBGRADE Tr-HI PAVEMENT DESIGN LIGHT BROOM FINISH PERPENDICULAR TO TRAFFIC TYPE CONC. (A) AGG.(B) WALKS 5' 8" CONC. PVMT. X' X" 0 JOINT SEALANT DETAIL EPDXY COATED 4, -772 'P72 • 0 SLOPE TOP OF FOOTING AWAY FROM BASE, TYP. O 18. RADIUS "WHEEL' SHAPE NOTE: FOR REFERENCE ONLY, USE STANDARD ADA PVMT. PAINT TEMPLATE PAINTED SYMBOL DIAGRAM 6' RADIUS 12' DIAMETER 6" LINE WIDTH FOR FIGURE ' LINE WIDTH OUTSIDE BORDER 5.6. SQUARE OVERALL ACCESSIBLE CURB RAMP. SEE GRADING .S DETAILS FACE OF CURB CITY OF EDINA ENGINEERING 8 PUBLIC WORKS DEPTS. ROADWAY REMOVAL AND SUBGRADE REPAIR an 134(0804 REVISED: 01-17 STANDARD PLATE 540 Planning Division Submitted 03-11-2024 WA I- IR < LkI < 2 E _J W 0_ N ISSUE/SUBMITTAL SUMMARY MMEM::131121:1170 misanamsomssm 1==.21:3MEN IR=11 ORIM ILOMMI REVISION SUMMARY M:72EIMENKIEE111111 OMPACTED BACKFILL CONCRETE BACKFILL TO 0.5 OF OUTSIDE DIAMETER WITH SHAPED BEDDING. -..10.5.1._ "BC" DENOTES OUTSIDE BCH,- MI71.-'-1 DIAMETER OF PIPE LOAD FACTOR 1.9 CLASS B 9 MIN. 1 "BC* DENOTES OUTSIDE 1...111-T.OMIIN._.1 'BC" DENOTES OUTSIDE LOAD FACTOR 1.5 CLASS C-2 DIAMETER OF PIPE HAND SHAPED FROM ANGULAR BEDDING MATERIAL of a;1 1-2/2" 51 Mid m 262550) I EXTENSIONS ADPLM% KILTS 110.1030 1-BETS MAU CE COR-EIWE OCITARPS ROO COINTEN WALL SE MEMO CR ALL CITE VOLTS DEEPER TON V. RATE VALE 1010 TION SHALL SC 11010411 ALONE A 41 RC Pet TO AXE Mel RC DEC NO OVOI TIE ORE OMAR° MIDDLE SECTION S-7/16.- PROTECTS CAP 61 COMPIlE BLOM NO. 6 ROUND BASE CITY OF EDINA ENGINEERING & PUBLIC WORKS DEPTS. OAR MAE Doc SCAM TT., BARE POCKS I/O' ROM SOL 200 e-01 ERENCED NO II ROLM BASE GATE RAW MO 00. SHALL le MIR SERES 140. EEO KELLEM I MULL R NO II-10357 OR RMED r ON. ADORE AS EAMSACTURFD BY ADAPTOR Na On AMMO ERIN. SEE MOW OCTAL 311. CRTC VALLES WALL BC Or ROLM TED CCWOMARIO TOOE ARTTITEA PIS STNIOARDS DIA 0 3' _ aw ga oa 11`- -1 I r=I UTILITY PIPE MATERIAL 1,6 (MIN) 1. INSULATION BOARD TO BE CLOSED CELL. EXTRUDED POLYSTYRENE FOAM MEETING ASTM 578, TYPE VI, 40PSI COMPRESSING STRENGTH (ASTM D1621) 0.1%MAX. WATER ABSORPTION (ASTM C272). 2. BACKFILL MATERIAL AROUND INSULATION MUST BE FINE SAND FREE FROM ROOT, ORGANIC MATERIAL, OR OTHER INJURIOUS MATERIALS. 3. OVERLAP ALL INSULATION BOARD JOINTS. O UTILITY PIPE INSULATION DETAIL NTS COMPACTEDA COURSE FILTER AGGREGATE MNDOT SPEC. 3149H MOD. DIAMETER OF PIPE HAND SHAPED FROM ANGULAR BEDDING MATERIAL COMPACTED BACKFILL 1 .2 "BC" DENOTES OUTSIDE CLASS C-1 a5BC DIAMETER OF PIPE LOAD FACTOR 1.5 BC.12 MIN. HAND SHAPED FROM FIRST UNDISTURBED SOIL COMPACTED BACKFILL COVER SHALL BE STAMPED 'SANITARY SEWER" METAL SEWER CASTING - REFER TO STRUCTURE SCHEDULE FOR TYPE MIN. 2 AND MAK 5 ADJUSTING RINGS. GROUT BETWEEN RINGS. CASTING, AND ALONG OUTSIDE. PRECAST CONCRETE CONE SECTION STEPS ON DOWNSTREAM SIDE RUBBER GASKET-TYP AT ALL JOINTS MIN. SLOPE AT 2 IN/FT. (TYP) RUBBER BOOT RUBBER BOOT BASES SHALL BE 8' STANDARD PRECAST WITH 2' LEAN GROUT, OR POURED B' SLAB REINFORCED WITH 6' x 6' 15110 MESH SLOPE SR 2IN/FT. (YYF) GROUT TO 112 PIPE O SANITARY SEWER MANHOLE NTS METAL SEWER CASTING - REFER TO STRUCTURE SCHEDULE FOR TYPE MIN. 2 AND MAX. 5 ADJUSTING RINGS. GROUT BETWEEN RINGS, CASTING, AND ALONG OUTSIDE. PRECAST CONCRETE CONE SECTION STEPS ON DOWNSTREAM SIDE GROUT SHELF AND CHANNELS O STORM MANHOLE NTS METAL SEWER CASTING - REFER TO STRUCTURE SCHEDULE FOR TYPE PRECAST COVER - THICK MIN. 2 AND MAX. 5 ADJUSTING RINGS. GROUT BETWEEN RINGS, CASTING, AND ALONG OUTSIDE. INSTALL DRAINTILE FOR ALL LOW POINT CATCH BASINS ON CLAY SITES AT PAVEMENT SUBGRADE ELEVATION. INSTALL 25' IN EACH DIRECTION, TYP. STORM SEWER PIPE- SEE UTILITY PLAN FOR LOCATION, INVERT, AND SIZES BASES SHALL BE B. STANDARD PRECAST WITH 2" LEAN GROUT, OR POURED IP SLAB REINFORCED WITH 6. X 6. 10115 MESH O CATCH BASIN NTS WU: lesoloras Rua DE leArtecous cos. rAccx Rom 1.002-2so ATTN orE (0-41.AAn oNE-orrAlue Troi (s IT) Iron riA•ve NOMA EN le NEM Orr NO MO (2)-TPN NC 0E-1441/ RAN (3 r)114111140 11011210. ALL 109114X13 NO OAR VOWS ERR HMS RESIRAIrt COMM ITCYRATft all Co AERIANCAL ROT ORREMONS. AIL VALVES 19 COVNTIN-CLOCIMSC. NERAITI To corm. (2101110111. REONERN0 Nn NoNnencroco cooccocos 1010!05.10 NM ARIA RR memos rot RE Nos Coacelloce Iel 0ALISF7L NI. RE morERT menus 0.01S/010 SMI rum 1000.00. (015 21304.115 of TO RNA ROJO 20041). A OTE-FRG THAW WIT RIMER, YAM 00 D RISCOMO 01 10550311 RAT ARE cemato re RR Nom REA resTrals. A em woo lartraceN ncrEREAKARE MMHG SER. 00 TIE some Ab 04 ELEAKALea arm. co oN pa or cc orimsal RAE mieuriTs Mol BE PAN= PID AT RE /ARR.% roLTAnAr ALL cm NA Rums. MCA Los ALL 'TERRE ERRE comoson MORRIE* AT Mai Y. 11 Inclorn3 111111 IE INATAIRE NTH slate ROME PISINSAIELLAR TO MAAR REM NNE TO AMA MN. Z/.0/4(T 2/./47.„. HYDRANT AND GATE VALVE 1/2. ROBOT CARET WARM RESEW OAREAR NN AsArnak RM. MACE GATE VALVE AND BOX CITY OF EDINA ENGINEERING PUBLIC WORKS DEPTS. TAM MCP LIS NO. IRS OR I0011111 CER Na 11-13XI Al ARROWS COWL LAMED CHITS 7-I/r Ir TOP SECTION I Trogr iT -41r;;;-- STANDARD PLATE 100 NPL1S4D. 1-19 ODE LIMN P.M TOP TO 1/4. MAP WORM OAR OR IT MOB FREED BOALNARD OWE MO SNALL BE SET SO AS TO PROLE( le AR memo 000.1300315. STANDARD PLATE 105 IIEN9510: 04-09 52 PIPE BEDDING NOTES: -1115111 I II III I //- BACKFILL MATERIAL - it IT FINISH GRADE 11-111-J117' i--I I Ill ill IIE- -1, FINE SAND (FAT) I I EXTEND INSULATION BOARD DOWN SIDES TO 7.5' DEPTH. MIN.? WIDE BY 4' THICK INSULATION BOARD (USE 2-2' THICK BOARDS). MASTIC ALL JOINTS I LA \ '''° • i I T- . COMPACTED BACKFILL • ' 20009 CONCRETE LOAD FACTOR 2.3 CLASS A COURSE FILTER AGGREGATE MNDOT SPEC. 314911 MOD. CD PIPE BEDDING - RCP & DIP NTS COVER SHALL BE STAMPED 'STORM SEWER' ,,,A.AAAAnAnne DIMENSIONS FROM BACK OF CURB (BOC) TO CENTER OF PIPE: 4' DIA. MS -9' IN FROM BOC 5' DIA. MH 3' IN FROM BOC DIA. MA - 3' BEHIND BOO 7' DIA. MH 9' BEHIND BOO 8' DIA. MA - 15. BEHIND BOO VARIES - TYP. 4' 12151 ELEVATION" BASES SHALL BE 8" STANDARD PRECAST WITH 2' LEAN GROUT, OR POURED 8" SLAB REINFORCED WITH 6" x 6" 10/10 MESH STEPS - INSTALL ON DOWNSTREAM SIDE 4416' O.C. RUBBER GASKET-NP AT ALL JOINTS PRECAST CONCRETE SECTION GROUT SHELF AND CHANNELS DIMENSIONS FROM BACK OF CURB (8001TO CENTER OF PIPE: 4' DIA. MH 9. IN FROM BOC DIA. MEI - 3. IN FROM BOC 6' DIA. MH -3' BEHIND BOC 7' DIA. MN - 9' BEHIND SOC B. DIA 614.15' BEHIND BOC If) ff 'BC' DENOTES OUTSIDE DIAMETER OF PIPE MINIMUM 2015C112' COARSE FILTER AGO. (MNDOT SPEC. 314911 MODIFIED) PLAN - 22 112•-45* BENDS PLAN - OD' BFNS RACC RAMC SWUM MAW Ric AS MOM CONCRETE SMALL SE Le ROOM BARNA 1303113061 CAM COMMIE ARR013.1ATE 01 am ERR RPM antra RR noxeca 4T. SECIION A-A BUTTRESS DIMENSIONS apt to I/r ODD 43. ROO =S/IV WO MI le De • , O. 03 D3 V C-ST s•-a. 1"-P r-r r-C V-ff I? 1,10. V-10* 1,4" B-0. (-C 5.-r ir r-a 1-0' 0-10• 1.-H' e-e 3.-9. SP 2,4" 1-11. V-C 31-4° lr-C (-V 14. 41-4. e-EIT e-le r-Ir V-4. 5.-0. NOTES; I. DIVINERS N R. Mt RAND CH A CATER FREER Cr ISO 119 NOM CARR ARTSTAMX OP I TON INA (0. x. OS ENVOI CI,C2.03 CHORD BE AC WOE DERR TO W. NOM A 45 OVIRESS. 3 COONS. 11.A3A3 AMC BE Al WEE AS posse& MINOR socATTANO NM 0.1. NETS 0 MATE Er PAM Cr BURR= MAY VARY AS LOG AS PPM es AUER ma 1.0.3.000031 west 10 REA 0103 EAT PC USED N ColARETIGN um wan RACIER WART Ros3I0 • TeTrs. RT IsITCRITT flax MAT RE usco Culool SPEC. RC RINK 11P) CITY OF EDINA ENGINEERING 6 PUBUC WORKS DEPTS. REVISED: 04-09 CONCRETE THRUST BLOCK AHEM* MY BOMA STANDARD PLATE 1 20 'BC' DENOTES OUTSIDE DIAMETER OF PIPE PIPE FOUNDATION & BEDDING IN GOOD SOILS LI 1 0 1:1 COMPACTED BACKFILL FOUNDATION PIPE FOUNDATION & BEDDING IN GOOD SOILS 0 PIPE BEDDING - PVC NTS 0 0 0 7300 METRO BOULEVARD, EDINA, MINNESOTA 55439 W 3 B. 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_ Robert A. A. Latta DATE 3/11/24 MEESE No 59612 CivilSite GR OUP C01 Engineering • SorveOng • Landscape kohnectuLe 5000 Gonwood Avenue Golden Vetey. MN 55422 civdsIlegroup.com 612-615-0060 CIVIL DETAILS C5.1 O COPMEARSORCNTI. SCR CROUP INC Planning Division Submitted 03-11-2024 DIRECTIONAL RAW RAMBLE RAPE PEDESTRIAN CURB RAMP DETAILS svavoun run sdnMI 1or4 PEDESTRIAN CURB RAMP DETAILS 01.3.11 PLAN RFI, PEDESTRIAN CURB RAMP DETAILS 1141-20,1 6141' !STATE 1110.1.11(1. 1111 I DEEE IS. CP SLEETS RIAPASAPO PLAN 3 Of I SUM 01 SIGNAL PEDESTAL NAN BUTTON P•CIAIBI KOMI s.A FINN DAMN STATION 0.-CURB/ ttr.r. F"- " CROSSLROAD mu. Warrra.:F.00,7•21, V.: =MI 1.11; 91PA'511.11.“. • DE 1"": 0 .4117ir.• TECTABLE FOX DINAR CW COTTER :=.1`nt 0.1. +17 ...0 4.0te 0.0e 000 goal It tral sae "ex •41•013 ue.. Fa.= 't`atg•ML.ti or..- W.A..° •"•."474,10-1•11:4 :17ffiVilrf543647":6*-irg-IRM:+:411'"' 0.7.Z.,::="ar.".,;V:.°:.M".,111.1:17,24.,"1" • stwono RAN 1-anno I 4 Of PEDESTRIAN CURB MAP DETMLS nevi suPOua PLAN 1011l10 I 1 or PEDESTRIAN CURB RAMP DETAILS LLI A < UJ < 8 W E b` 111 A UJ F. CivilSite R 01 IIJ Crvil Engineering • Surveying • Landscape fuchitecture 5000 G!enwood Avenue Golden Valley. MN 55422 civgsitegpoup.com 612.6150060 -S\ 0 \)C) 00 O ISSUE/SUBMITTAL SUMMARY IMMINE=1111:1113321:11MMO M8110611111=1•13=1 =NZ! t=21=ZDZE REVISION SUMMARY 111111=11MNIMEEt 7300 METRO BOULEVARD, EDINA, MINNESOTA 55439 U. No we woes Avencs, .04/0R DLR 0 PEDESTRIAN ACCESS ROUTE CIAO S WIER DETAIL rts....ALIA •••• got. 421.1' Aa.p. L:77:77/77 NAT ALAMO NI IVNIAS PAYMENT TREATSCILI OPTIONS W FRONT OF CIM • CUTTER IAA VA !A <Of .0 WWII'S NAO... AMA6 WA. ••••‘. • n ete PALMA rAL.,:je 1.-4114-ft•-1 A' rata, •...• SECTION A-A PLAADCILLIA,TIV011.“.... .ltt.°4121: v.- PA^ttDlia. ;{DELI. M.= c ZMIRREarl. 0 no norm or Moto,. .1 to tog 0.4 woof ROOM Po "OA ifeVgie•tigt 7z iver I.r.V.1.n.N. VW:4%11=141C' 00 0. nac1py v•Ooloe.go ;vim,.., Ws sort • sao,. tnel"•=1"''' rt, mr w. =4. MO 1.4.• 0 g000t flog .• " ottscoa• 10 ft:, .to Wog. Olo. oat. DIANSTIAD CANNER FARO 4'1,110; 2:7111REEM EMYLV.17141EiVirrPT-14,' curresim ill1•211(2.:1111,ff VITEN A•re.:1=01;1,Mtit•ST0 tar.111.1111M1111. Arag•AVIllftr.r•liPpN• riblainVEYMOre.WV31 =f;i: rot' 544.,1M0k° ,a:1:• 10.4 r.:12 res alarar.sure.zimmy-x.m..r •-•„, . 5151Y51104.11-121,5D..°•:1•11.1.51a6115.1"2.1," Da.' t515151,n25:2'492.141•°291/47411.:ILIMPI°6“.. a' • j 'WU it lr •-• iii" 701•°"" • ••°` 0,0 °°' 0...00 • 00 AU tai ton VAN o tnat.r.Titi.d ::V4/00 • 0.0o SECIr(14 i f;g m. 111.04.4•041 ISTATE MAI O. MI 1 WET IASL OF LEE'S wawa 13.0.10/1 Cat I STATE PROA ND. ITN. I SNIT NO. CC SHEETS mi rm rni , ID ii AaI 0 a ! ! ,ogr, 44T4S• 2.11.1111:92.10.2 ° 00000.- . 0. • I.T.V1'.1.11tUr • Eilicarrs,"0:4"1.°74°Z.: 010°1-1".:Mktr.11.X1X.V.T.1.=.1` `"" " LEItetnt Ann net wen en un LLCM > 714:-;v4. - . :43:4117107:1Kril4.1.7.41.-nklAie- J 1.91or.. I kil6t. CAPS CUR NO ROAD CROSSON ACUUSTUCNIS .00 00. 0000.....0.• 0,0.0 00...0.0 • mac oats., am. tee+ an-InnW Ittint:Ittlf-Bi. 1.1421:21.1.12'47,5.13.1"g,PIWY=16.671&.1.°, e: arc cga~nr .•°" . "• "1- ^ 1'1°- 0000 r4 con IN. Om. kin tike.tor o rossal 55 VA....rolet.14P4134.e.sorvI"Ovo•fturOrlinn. goof Oo.1.14 r •0,/zo oKnrova. V CURB ADJACENT 10 LAPOSCAPE RNA MI. SOVAYA {NM V CURB ADJACENT ANDSCABC .A6%7 I rail.' rie V CURB INIERSECIIDY • COCAAlt =INA T 242:11Cr ......... TRANSITION PASO. e COISISOI 0.1014,1ft OM LIE 44114114011011e. Is 3,0/Nttt /AntestS Intsliorl Attla00.4 RINNA S •:;7. 10.-10.4 4. turzt{ SECTION VIER A-A .441SY.* ,.,o61KAcARAW RYAS 41,1YR7- .1`441.s811tal.= AA0 CoTTER REPRCREDADrt CTAS IMP 11110KORNI CCTAII.SCAND 1,511.".11°Z"...-54.°,;...TITZT2`.71.1=Y:111:&Y-n112:12M1:12.1.1'.1.1, orAT. ems MA wmannet tn. ent ani et Weems ounente menet .4,41 05. -97:91A- STNINAA0 NMI 44.00 leave PEDESTRIAN CURB RAMP DETAILS 11.-Pon !STATE PRO/ NO. ITII / SPELT NO. GA S0EIS mi STATE PROJ. NO. ITN I SHEET NO. OF DEETS SAMDCAMED ma.L MIMI= GRAMM MY= IN.00131,07.03NOMIR 5114;11.rtta 0/001. 0NCA130011.11111,111,110111 1.01013r/STRAV43,10, A AA RAT'S Nett COACACIT LAINNT•O AL NJ AcvA NAV. ‘148,0,10.LIANAJUEN.A.All TOASTY CASA E. 111.111W1.1r MR 1..0 nter.011,140.4.1,N111. S. 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ONOMOPACOICLON MOH, r• SISCRT-f CATENL.• C.411141 "SAN vret 1 111/11.0114,41,11.1.44,5,7,0944,4401,11.1.4 ANSUINIOAKAIXANILNAll let vAhn unN sat 03.1131,1 I f MOP. flIfteliteleN3INPILTAR.1 Or, ....44.714040 /411,..WITC•igligrr./414,4514 39 VIEWS PIAPDOIC.0 num meDom. ./4 41{41 0 TAMA ItIttPrif,Y22:=1.5%.• ECitEi"iaill'Ali214"4"- Et 111=1 ttl IR wamma u.r.artiativat. V•71.14,51142.2.• .° • '°'°• trano.5 SIP2a21.5.11.v.gm rut VI1.IAIIO:012./Tht. M.315126'.7764:11.M5X2'5°41.2.U.X.' • Erdwzimv,1.09.0.0-2.V.M2M55t1TU -0 0 22.11.51112449442.11.520.11.1.92415.15, 2:21:1415. (...%;t7M57:1017-1''.7,67147t1K.1.1-11f222kt.1°6°V-1 RcirakEke.44,NIANJWISCV:Ki.t., 1216,F21.2.2112.11.5111.1.21t261.51=1012291.M.ILP.2: 1.1%.11.826C=5UIN 2.2•1511•=1.69.° af= 611512 5112RU. PaY6217225VN.115.1.11/5265551`.... 11.21:06 11=1.1.12 M1.01.1 M.2.2.2.11::114‘f 127.151.125116.169&759•12.V.174929/t9:05.55 tfWa." or-smarm:. ATAnt 7.1 `"-° . • " "" ` • r.`.. 0. 0 •••0, •• 0,0 • ,•••• Erfralgarej.Z.MaffElNaL etwrm P.V..L.1°M trAsegaz :1/4.itm.gultvittraiggrati rgrow- g r. CONDO) DIRECTIONAL ST 11.10010 DME-RAY DIRECTIONAL 4. °114t: RE-RAV DIRECTION. WITH DETECTABLE *ARM. AT BACK or CIM 1611D own no 7.;" 0 SECTION DO CLOS FOR DIRECTIONAL RAPS 0 SEDIOIRECTICOUL RAID naLltrANIIMIlitv LIfile MODS gz.,==.112,41.2 EFFP:FEV'r"-"t 5.2307-4.51/21.aP: firrAT.r..4.111.:.V.41°,:=117.°,.V.1.•°,2;;.. b. DEM PRIIINSION SUN C031101/0 NAM 010 CAMP Ann. ne,A Wm Oa. -0 ARANOgeleitd:F.1 WOW 1-D Wal.-=1“ NUM RYAS arr 00.0 000 itticAL SIDE TREATLENT OPTICS 909 •VrtigigRal FY 110 riv.w 16.2‘'0 Rb APE PROM •TABLE• UPI PERPOOKAA.ARS I &Z.' I r=te I 5.2s°11,1 run LOC MODE 'USW -IAN TIN IDE PEWEE RAISE - TOR PERPDOICu.AS flaw LSV[ MARC PRISE • EMI 1144-10.I - ILIATL MIRO. WET In. LU SPIRTS 625 NHL I HEREBY CERTIFY THAT THIS RAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT IAM A DULY LICENSED PROFESSIONAL ENGINEER UNDER ME LAWS OF THE STATE OF MINNESOTA. Robert A. Latta DAVE 3/11/24 LICENSE No. 59612 CIVIL DETAILS C5.2 0 COPYRONTEOTSCRALOTEGROLIP PIC Planning Division Submitted 03-11-2024 PID: 0911621240007 Address:7300 Metro Boulevard PARCEL 1 1.2"12cP C L 0 • e Iv 11 1r;y11 1- Co 1,. Fete 1 Walk OVERSTORY TREE REQUIREMENTS SITE PERIMETER (LINEAR Fri 1,950.0 Fr 40 MINIMUM REQ. TREES 49 MINIMUM OVERSTORY TREES REQUIRED 64 EXISTING PRESERVED TREES TO COUNT TOWARD MINIMUM OVERSTORY TREES REQUIRED 'MAX 50% OF ANY ONE SPECIES z ",,... /..i." ---- ----- I '-• - r -, , L - j / \ V / i 1_I- - ' _ , i- Bituminoussparking Lot ' • 11 1 CRITICAL ROOT ZONE EXIStING TREE PROPOSED CANOPY TREE SYMBOLS-SEE PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES .1411111t ia r , 44, ,L, '7 0 r ott A ly DATE 0313,2029 DESCRIPTION crry suevrernr .43 PROF3C1rn934. DATE DESCRIPTION POLLINATOR SAFE PLANT MATERIAL: 1. THE CONTRACTOR SHALL PROVIDE ONLY PLANT MATERIAL FREE OF NEONICOTINOID BASED INSECTICIDES AND/OR TREATMENTS OF ANY KIND, INCLUDING BY NOT LIMITED TO IMIDACLOPRID (CONFIDOR, ADMIRE, GAUCHO, ADVOCATE), THIAMETHOXAM (ACTARA, PLATINUM, CRUISER), CLOTHIANIDIN (PONCHO, DANTOSU, DANTOP), ACETAMIPRID (MOSPILAN, ASSAIL, CHIPCOTRISTAR), THIACLOPRID (CALYPSO), DINOTEFURAN (STARKLE, SAFARI, VENOM), AND NITENPYRAM (CAPSTAR, GUARDIAN). 2. CONTRACTOR SHALL CERTIFY, THROUGH SUPPLIERS POLICY STATEMENT OR AFFIDAVIT, THAT NO NEONICOTINOID BASED INSECTICIDES HAVE BEEN USED ON SITE OR DIRECTLY ADJACENT TO THE GROWING OR STORAGE PLOTS OF THE SUPPLIED PLANT MATERIAL, INCLUDING THE PLANTING OF AGRICULTURAL (OR OTHER) SEED TREATED WITH NEONICS. PLANTING SEASON SCHEDULE SEASON CONIFEROUS DECIDUOUS REMARKS SPRING PLANTING APRIL 15 - JUNE 15 APRIL 15 - JUNE 15 FALL PLANTING AUGUST 21 - SEPTEMBER 30 AUGUST 15 - NOVEMBER 15 NOTE: ADJUSTMENTS TO PLANTING DATES MUST BE APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. PLANT SCHEDULE CODE COMMON / BOTANICAL NAME QTY CONT DECIDUOUS TREES AN Northwood Red Maple / Acer rubrum 'Northwood' 3 3.5" CAL. B&B GS Skyline Honey Locust / Gleditsia triacanthos Inermis 'Skyline' 1 3.5* CAL. B&B ORNAMENTAL TREES HL Limelight Panicle Hydrangea / Hydrangea paniculata 'Limelight' 2 1.5' CAL. B&B CODE COMMON / BOTANICAL NAME QTY SIZE SHRUBS TN Nova Japanese Yew / Taxus cuspidate 'Nova' 22 #3 CONT GRASSES SH Prairie Dropseed I Sporobolus heterolepis 12 #1 CONT PERENNIALS HS 'Stella Supreme Daylily / Hemerocallis x 'Stella Supreme' 20 #1 CONT LEGEND GROUND COVERS Lower Basin Native Seed Mix Rock Maintenance Strip I Rock MaIntanence Strip Shredded Cedar Mulch / Shredded Hardwood Mulch Blue Grass Ba sed I Sod PROPOSED EVERGREEN TREE SYMBOLS-SEE PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES PROPOSED ORNAMENTAL TREE SYMBOLS-SEE PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES PROPOSED DECIDUOUS AND EVERGREEN SHRUB SYMBOLS-SEE PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES PROPOSED PERENNIAL PLANT SYMBOLS-SEE PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES EDGING - SHALL BE COMMERCIAL GRADE, 4' DEPTH ALUMINUM. BLACK OR DARK GREEN IN COLOR. INCLUDE ALL CONNECTORS, STAKES, & ALL APPURTENANCES PER MANUF. INSTALL PER MANUF. INSTRUCJSPECS. DECORATIVE BOULDERS (ROUNDED & BLOCK STYLE), 113,30' DIA. SEE SHEET L1.1 FOR GENERAL LANDSCAPE NOTES CivilSite IOW U F. Cavil englneedng • Surveying • Landscape Architecture ROO Wennood Avenue Golden Valley, MN 55422 chlls Itegneup.com 612.615.0060 0 0 Lu 0 LY, 0 a 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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. ISSUE/SUBMITTAL SUMMARY OP.33PUP 4.4nenvoev PROGet.39401 REVISION SUMMARY LANDSCAPE PLAN L1.0 corranarrorsenaL SITE GROUP Luc / / / 7 / / / / / / / / / / / /,/ / '4{// .,/ /(/ . , < 1-.: „.‘--7-, .. / i .4 / 4,/ /zn..‹-::. ,/ .:t / ii r. Go8crete Ramp ,5.$7'ea'Atqft ttist 1PF-zir i.:43,;3.1', 4/6y1 ----- - (9. 1", I r• A, I .•• ,4 1-<1 I I PI LJ L_ I Ir yrs """Iiime 7m•13°- Bituminous Parking Lot MIN \ r — A I —1— r - I \ - /-• r". I./L_1 V / L.-11 C O E E C E 10 >3- O• h E UT 3= ID n 0" C • • C NG SITRUCTION Ti LLJ 0 0 LJJ (MN STATE HWY NO . Th 0)327 10 I SHREDDED CED• MULCH, TYP. SHREDDED 1"—N 1-‹ A 1 [C) Apparent Plc: 0911621310013 \.-Pedestrian Access Addfesss:7400 Metro Boulpfard Owner:494e CorporatrePlaza Partnership r I L 1--I / I — ' A V EXISTING TREE CRITICAL ROOT ZONE FIL1' TION BASIN 1 ILDl i t LOT RAIN GARDEN OTT =825.30 UTL ELEVATION=827.50 00-Y1 HWL=827.65 OF .28.04 :1 pi MINIM M BOTTOM AREA=485 SF lr SLOPES / MULCH SCHEDULE AREA MULCH TYPE EDGING FABRIC REMARKS TREE RINGS 41 DEPTH. SHREDDED CEDAR YES NO SEE DETAIL SHT. L1.1 PLANTING BEDS 41 DEPTH. SHREDDED CEDAR YES NO MAIM-. STRIP AT BUILDING FOUNDATION NA NA NA PLAYGROUND MULCH 121 DEPTH ENGINEERED PLAYGROUND MULCH, SEE REMARKS. DEPTH AS SPECIFIED BY PLAYGROUND EQUIPMENT MANUFACTURER. SEE SITE PLAN YES ORGANIC MULCH DESIGNED SPECIFICALLY FOR USE ON PLAYGROUNDS(CERTIFIED BY ANSWASTM FOR PLAYGROUND USE (I.E. SYLVA SOFTSTEP, SET.INC. PLAYGROUND, OR EQUIVALENT) DOG PARK MULCH 4. DEPTH, SHREDDED WOOD, SEE REMARKS YES YES ORGANIC MULCH SPECIFICALLY FOR USE IN DOG PARKS OR PLAYGROUNDS. SHALL KNIT TOGETHER TO FORM MATTED, ACCESSIBLE SURFACE. (I.E. SYLVA SOFTSTEP, SET, INC. PLAYGROUND, OR EQUIVALENT), PROVIDE SHOP DRAWINGS/DATA SHEETS FOR REVIEW. NATIVE SEED AREAS NA NA NA NOTE: COORDINATE ALL MULCH AND PLANTING BED MATERIAL PRIOR TO INSTALLATION. PROVIDE SAMPLES AND SHOP DRAWINGS/PHOTOS/DATA SHEETS OF ALL MATERIALS ori A .9l ARKIIG LOT RAIN GARDE FILTRATION riASIN B TTO =825A CURB CUT C UTLETF8289 100-1 R HWIL58i7. 1 E9111.6827.02 3:1 910E SLOPES MINIMUM BOTTOIWAREA.108 SF 18' DECORATIVE ROCK MAINTENANCE STRIP, TYP. LANDSCAPE REQUIREMENTS: A 1 1 .1 Stone Retaining Wall Mas 18" DECORATIVE ROCK MAINTENANCE STRIP, TYP. • 6 Story Concrete Building Foundation Area = 19,783 +/- Sq. Ft. 4T6t CONSTRUCTION LIMITS Know what's below. 1- = 20.-0" Call before you dig. low 0 20,0' 7300 METRO BOULEVARD, EDINA, MINNESOTA 55439 Planning Division Submitted 03-11-2024 1' FACE OF BUILDING, WALL, OR STRUCTURE MIN. 3' LAYER OF ROCK MULCH AS SPECIFIED. PROVIDE SAMPLE TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION STAKED LANDSCAPE EDGER AS SPECIFIED, SEE MANUFACTURERS INSTRUCTIONS AND SPECS. FOR INSTALLATION AND PLACEMENT WATER PERMEABLE GEOTEXTILE FABRIC AS SPECIFIED COMPACTED SUBG RADE AGGREGATE MAINTANENCE STRIP NTS PRUNE AS FIELD DIRECTED BY THE LANDSCAPE ARCHITECT TO IMPROVE APPEARANCE (RETAIN NORMAL TREE SHAPE) O THREE 2•X4•X6' WOODEN STAKES. STAINED BROWN WITH TWO STRANDS OF WIRE TWISTED TOGETHER. STAKES SHALL BE PLACED AT 120. TO ONE ANOTHER. WIRE SHALL BE THREADED THROUGH NYLON STRAPPING WITH GROMMETS. ALTERNATE STABILIZING METHODS MAY BE PROPOSED BY CONTRACTOR. TRUNK FLARE JUNCTION: PLANT TREE 1,2*ABOVE EXISTING GRADE COMPACT BOTTOM OF PIT, TYP. CUT AND REMOVE BURLAP FROM TOP I/3 OF ROOT BALL IF NON.BIODEGRADABLE, REMOVE COMPLETELY BACKFILL AS SPECIFIED MULCH TO OUTER EDGE OF SAUCER OR TO EDGE OF PLANTING BED, IF APPUCABLE. ROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPE NOTES AND PLAN NOTES FOR MULCH TYPE. KEEP MULCH MIN. 2' FROM PLANT TRUNK II 'LT EXISTING GRADE 41 -11-I LJII --'111-11 SLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OF - Urn PLANTING BED RULE OF THUMB- MODIFY EXCAVATION BASED ON • I LOCATION OF PLANT MATERIAL AND DESIGN OF BEDS OR OVERALL PLANT PLACEMENT 0 DECIDUOUS & CONIFEROUS TREE PLANTING NTS PRUNE AS FIELD DIRECTED BY THE LANDSCAPE ARCHITECT TO IMPROVE APPEARANCE (RETAIN NORMAL SHAPE FOR SPECIES) PLANT TOP OF ROOTBALL 1-2. ABOVE ABOVE SURROUNDING GRADE ROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPE NOTES AND PLAN NOTES FOR MULCH TYPE. KEEP MULCH MIN. 2' FROM PLANT TRUNK ROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TO ENSURE PROPER BACKFILL-TO-ROOT CONTACT EXISTING GRADE SLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OF PLANTING BED BACKFILL AS PER SPECIFICATION DO NOT EXCAVATE BELOW ROOTBALL. RULE OF THUMB - MODIFY EXCAVATION BASED ON LOCATION OF PLANT MATERIAL AND DESIGN OF BEDS OR OVERALL PLANT PLACEMENT THREE TIMES WIDTH OF ROOTBALL O DECIDUOUS & CONIFEROUS SHRUB PLANTING NTS PLANT TOP OF ROOTBALL I-2. ABOVE ABOVE SURROUNDING GRADE ROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPE NOTES AND PLAN NOTES FOR MULCH TYPE. KEEP MULCH MIN. 2' FROM PLANT STEM ROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TO ENSURE PROPER BACKFILL-TO-ROOT CONTACT EXISTING GRADE SLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OF PLANTING BED THREE TIME s 151 0111 OF ROoTDALL BACKFILL AS PER SPECIFICATION DO NOT EXCAVATE BELOW ROOTBALL. MODIFY EXCAVATION BASED ON LOCATION OF PLANT MATERIAL AND DESIGN OF BEDS OR OVERALL PLANT PLACEMENT SIZE VARIES SEE LANDSCAPE PLAN 0 PERENNIAL BED PLANTING NTS CivilSite GROUP ,flik.mi,Ag • Surveying • Landscape Architecture 5000 Gienwood Avenue Golden Valley, MN 55922 cNilsgegroup.com 612.615.0060 LANDSCAPE PLAN NOTES & DETAILS L 1 . 1 0)- 0\4 \\‘ \.)c, C <?"- GO' O I 0 0 0 7300 METRO BOULEVARD, EDINA, MINNESOTA 55439 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AMA DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. PaLick J. Saner DATE 3/11/24 LICENSE NO 24904 ISSUE/SUBMITTAL SUMMARY II=r17:!1 1=0=112!I 17=132=181r7 1 REVISION SUMMARY MCMIMIIMICIZEI=1=111 IRRIGATION NOTES: 1. ENTIRE SITE SHALL BE FULLY IRRIGATED. THE CONTRACTOR SHALL SUBMIT IRRIGATION SHOP DRAWINGS FOR REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 2. PROVIDE SITE WIDE IRRIGATION SYSTEM DESIGN AND INSTALLATION. SYSTEM SHALL BE FULLY PROGRAMMABLE AND CAPABLE OF ALTERNATE DATE WATERING. THE SYSTEM SHALL PROVIDE HEAD TO HEAD OR DRIP COVERAGE AND BE CAPABLE OF DELIVERING ONE INCH OF PRECIPITATION PER WEEK. SYSTEM SHALL EXTEND INTO THE PUBLIC RIGHT-OF-WAY TO THE EDGE OF PAVEMENT/BACK OF CURB. 3. CONTRACTOR SHALL SECURE APPROVAL OF PROPOSED IRRIGATION SYSTEM INLCUDING PRICING FROM OWNER, PRIOR TO INSTALLATION. 4. SEE MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS FOR IRRIGATION WATER, METER, AND POWER CONNECTIONS. 5. CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND/ABOVE GROUND FACILITIES PRIOR TO ANY EXCAVATION/INSTALLATION. ANY DAMAGE TO UNDERGROUND/ABOVE GROUND FACILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND COSTS ASSOCIATED WITH CORRECTING DAMAGES SHALL BE BORNE ENTIRELY BY THE CONTRACTOR. 6. SERVICE EQUIPMENT AND INSTALLATION SHALL BE PER LOCAL UTILITY COMPANY STANDARDS AND SHALL BE PER NATIONAL AND LOCAL CODES. EXACT LOCATION OF SERVICE EQUIPMENT SHALL BE COORDINATED WITH THE LANDSCAPE ARCHITECT OR EQUIVALENT AT THE JOB SITE. 7. CONTRACTOR SHALL COORDINATE WITH LOCAL UTILITY COMPANY FOR THE PROPOSED ELECTRICAL SERVICE AND METERING FACILITIES. 8. IRRIGATION WATER LINE CONNECTION SIZE IS 1-Y2" AT BUILDING. VERIFY WITH MECHANICAL PLANS. 9. ALL MAIN LINES SHALL BE 18' BELOW FINISHED GRADE. 10. ALL LATERAL LINES SHALL BE 12' BELLOW FINISHED GRADE. 11. ALL EXPOSED PVC RISERS, IF ANY, SHALL BE GRAY IN COLOR. 12. CONTRACTOR SHALL LAY ALL SLEEVES AND CONDUIT AT 2'-0" BELOW THE FINISHED GRADE OF THE TOP OF PAVEMENT. EXTEND SLEEVES TO 2.-0' BEYOND PAVEMENT. 13. CONTRACTOR SHALL MARK THE LOCATION OF ALL SLEEVES AND CONDUIT WITH THE SLEEVING MATERIAL "ELLED` TO ABOVE FINISHED GRADE AND CAPPED. 14. FABRICATE ALL PIPE TO MANUFACTURE'S SPECIFICATIONS WITH CLEAN AND SQUARE CUT JOINTS. USE QUALITY GRADE PRIMER AND SOLVENT CEMENT FORMULATED FOR INTENDED TYPE OF CONNECTION. 15. BACKFILL ALL TRENCHES WITH SOIL FREE OF SHARP OBJECTS AND DEBRIS. 16. ALL VALVE BOXES AND COVERS SHALL BE BLACK IN COLOR. 17. GROUP VALVE BOXES TOGETHER FOR EASE WHEN SERVICE IS REQUIRED. LOCATE IN PLANT BED AREAS WHENEVER POSSIBLE. 18. IRRIGATION CONTROLLER LOCATION SHALL BE VERIFIED ON-SITE WITH OWNER'S REPRESENTATIVE. 19. CONTROL WIRES: 14 GAUGE DIRECT BURIAL, SOLID COPPER IRRIGATION WIRE. RUN UNDER MAIN LINE. USE MOISTURE-PROOF SPLICES AND SPLICE ONLY AT VALVES OR PULL BOXES. RUN SEPARATE HOT AND COMMON WIRE TO EACH VALVE AND ONE (1) SPARE WIRE AND GROUND TO FURTHEST VALVE FROM CONTROLLER. LABEL OR COLOR CODE ALL WIRES. 20. AVOID OVER SPRAY ON BUILDINGS, PAVEMENT, WALLS AND ROADWAYS BY INDIVIDUALLY ADJUSTING RADIUS OR ARC ON SPRINKLER HEADS AND FLOW CONTROL ON AUTOMATIC VALVE. 21. ADJUST PRESSURE REGULATING VALVES FOR OPTIMUM PRESSURE ON SITE. 22. USE SCREENS ON ALL HEADS. 23. A SET OF AS-BUILT DRAWINGS SHALL BE MAINTAINED ON-SITE AT ALL TIMES IN AN UPDATED CONDITION. 24. ALL PIPE 3' AND OVER SHALL HAVE THRUST BLOCKING AT EACH TURN. 25. ALL AUTOMATIC REMOTE CONTROL VALVES WILL HAVE 3' MINIMUM DEPTH OF 3/4' WASHED GRAVEL UNDERNEATH VALVE AND VALVE BOX. GRAVEL SHALL EXTENT 3' BEYOND PERIMETER OF VALVE BOX. 26. THERE SHALL BE 3' MINIMUM SPACE BETWEEN BOTTOM OF VALVE BOX COVER AND TOP OF VALVE STRUCTURE. LANDSCAPE NOTES: 1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT 'GOPHER STATE ONE CALL' (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 2. WHERE SHOWN, SHRUB 8 PERENNIAL BEDS SHALL BE MULCHED WITH 4' DEPTH (MINIMUM AFTER INSTALLATION AND/OR TOP DRESSING OPERATIONS) OF SHREDDED CEDAR MULCH. 3. ALL TREES SHALL BE MULCHED WITH SHREDDED CEDAR MULCH TO OUTER EDGE OF SAUCER OR TO EDGE OF PLANTING BED, IF APPLICABLE. ALL MULCH SHALL BE KEPT WITHIN A MINIMUM OF 2' FROM TREE TRUNK. 4. IF SHOWN ON PLAN, RANDOM SIZED LIMESTONE BOULDERS COLOR AND SIZE TO COMPLIMENT NEW LANDSCAPING. OWNER TO APPROVE BOULDER SAMPLES PRIOR TO INSTALLATION. 5. PLANT MATERIALS SHALL CONFORM WITH THE AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS AND SHALL BE OF HARDY STOCK, FREE FROM DISEASE, DAMAGE AND DISFIGURATION. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PLUMPNESS OF PLANT MATERIAL FOR DURATION OF ACCEPTANCE PERIOD. 6. UPON DISCOVERY OFA DISCREPANCY BETWEEN THE QUANTITY OF PLANTS SHOWN ON THE SCHEDULE AND THE QUANTITY SHOWN ON THE PLAN, THE PLAN SHALL GOVERN. 7. CONDITION OF VEGETATION SHALL BE MONITORED BY THE LANDSCAPE ARCHITECT THROUGHOUT THE DURATION OF THE CONTRACT. LANDSCAPE MATERIALS PART OF THE CONTRACT SHALL BE WARRANTED FOR TWO (2) FULL GROWING SEASONS FROM SUBSTANTIAL COMPLETION DATE. 8. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL RECEIVE 6' LAYER TOPSOIL AND SOD AS SPECIFIED UNLESS OTHERWISE NOTED ON THE DRAWINGS. 9. COORDINATE LOCATION OF VEGETATION WITH UNDERGROUND AND OVERHEAD UTILITIES, LIGHTING FIXTURES, DOORS AND WINDOWS. CONTRACTOR SHALL STAKE IN THE FIELD FINAL LOCATION OF TREES AND SHRUBS FOR REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 10. ALL PLANT MATERIALS SHALL BE WATERED AND MAINTAINED UNTIL ACCEPTANCE. 11. REPAIR AT NO COST TO OWNER ALL DAMAGE RESULTING FROM LANDSCAPE CONTRACTOR'S ACTIVITIES. 12. SWEEP AND MAINTAIN ALL PAVED SURFACES FREE OF DEBRIS GENERATED FROM LANDSCAPE CONTRACTORS ACTIVITIES. 13. PROVIDE SITE WIDE IRRIGATION SYSTEM DESIGN AND INSTALLATION. SYSTEM SHALL BE FULLY PROGRAMMABLE AND CAPABLE OF ALTERNATE DATE WATERING. THE SYSTEM SHALL PROVIDE HEAD TO HEAD OR DRIP COVERAGE AND BE CAPABLE OF DELIVERING ONE INCH OF PRECIPITATION PER WEEK. SYSTEM SHALL EXTEND INTO THE PUBLIC RIGHT-OF-WAY TO THE EDGE OF PAVEMENT/BACK OF CURB. 14. CONTRACTOR SHALL SECURE APPROVAL OF PROPOSED IRRIGATION SYSTEM INLCUDING PRICING FROM OWNER, PRIOR TO INSTALLATION. Know wharo below. Call before you dig. SEE SHEET L1.0 FOR LEGEND Planning Division Submitted 03-11-2024 6 Story Concrete Building Foundation Area = 19,783 +1- Sq. Ft. I E a • -7 5 g Bituminous Parking Lot Know what's below. r= 20'-0" Call before you dig. 10.-0' 0 20'-0' %Dem CivilSite GROUP Civil EngAeenng • Surveying • Landscape Architecture 5000 G'00WOOd Avenue Golden Way. MN 55422 clvisltegroup.com 612615-0060 0 I I _I < 1 I I I PI 1.J _ • I PID: 0911621240007 PARCEL 1 Address:7300 Metro Boulevard 0$ 17 ( eria.o.r.imi ; (221 ,/' imams .wis .././ ...., .).T ‘ " ./, \ '''' /\ r" - 6 I — I — I-- r\ 4/4 x'' \ .._ i i„ I-- -- Ii ‘111 II LF--- /"7 ,'_-.4"----- /0 i I __, I Z„-q-c i _____ ______ ---• p„,,c, a .. 6 I T.= - a 'Conciete Wali<wayg 0 r S. RUCTI04, T I U 1 I "I< Io LEL2 ENTRAN ) CONSTR (1 z 12" RCP r r : ......). r .rt...... , ; ... c....._ ..., ..,,,..,„,. 1----- YLNIT PROTECTION AT EXISTING CATCH WIN TC REMON, TiP /i _ ........_—_, (2 SOLID IWASTWASI-IOUT CONTRACTO TO P OVID TEMPtARYSIGNA E. DII a 'ROOT CONTAINER 4 cLLW SH WATER, INTO A , ... —,11 -It P RIMET4) q -- osron ONTRO AT „,./. CONSTRUG,, T101, 100-YR FLOODPLAIWkIWL = 827.80 23 EA BB., uan : r INSTA L ERDSION goNTR9L MEASURES SUR, N ROUNDING INFILT TI • MEASURES NTILIiINALD S 1 FOLLCWING ITIA G NG, 31L r, 4 a t X1216 '41••••••*. SO-1 Tree""•. I I A /- -I / I triv 1 1 ' -"' 12" RCP \ 18 — 142015 t lir Walk , 1051 Concrete .511L .-Tit-- 1 1 ( • - , _,.51Y.-'''''''' -1C7,-- ----../ .• ..; ...' 0. OW '•., /1 ',.., \ —51 (651 "" ',31.1541 N [C] Apparent PIO: 0911621310013 • s 4N / \--Pedestrian Access Address:7400 Metro Boulevard '- , Owner: One Corporate Plaza Partnership " • I - , r < I \ I V I L /I • / /i i , y/ M1•01.11 16.1155. 1,111/ 727, _ XVII, XMO tr17.14V B29 ,1255 - / -- \ V / I L 61613 X um ALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, AND MEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUM REQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURING THE COURSE OF CONSTRUCTION. SWPPP NOTES: 1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 2. THIS PROJECT IS LESS THAN ONE ACRE AND WILL NOT REQUIRE AN MPCA NPDES PERMIT. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY EROSION CONTROL PERMITS REQUIRED BY THE CITY. 3. SEE SHEETS SW1.0 - SW1.5 FOR ALL EROSION CONTROL NOTES, DESCRIPTIONS, AND PRACTICES. 4. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSION CONTROL NOTES. 5. CONTRACTOR IS RESPONSIBLE FOR SWPPP IMPLEMENTATION, INSPECTIONS, AND COMPLIANCE WITH NPDES PERMIT. LEGEND: 1125 EX. 1' CONTOUR ELEVATION INTERVAL w LL 0 w z 0 z a. 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. Robed A. Lalta DATE 3/11124 LICENSE NO. 59612 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 0111,2024 Crt 500..WITAL ourIvrf RENIE11E0 Or 1/10.G111.1.4511 CITY OF EDINA EROSION CONTROL NOTES: 1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES. 5.6.15), /6510 Bituminousfarking Lot / , 7300 METRO BOULEVARD, EDINA, MINNESOTA 55439 „V} DRAINAGE ARROW SILT FENCE / BIOROLL - GRADING LIMIT INLET PROTECTION STABILIZED CONSTRUCTION ENTRANCE 111615416155,0511 REVISION SUMMARY DATE DESCRIPTION SWPPP - EXISTING CONDITIONS SW1 . 0 © COPYRIGHT2023C11111. SITEGROUI, INC Planning Division Submitted 03-11-2024 12" RCP , PLACE EROSION [ CONTROL BLANKET I ON ALL SLOPES 4:1 OR I STEEPER, TYP. (MNDOT CATEGORY 3) le; it 1 cat =;Th 111 12" RCP 18 (PI I ".m" UILDING LOT RAIN GARDEN FILT:RATION BASIN 1 OTTEIM=825.30 UTLET ELEVATION=827.50 HWL=827.65 0E128.04 :1 Sl MINIM M BOTTOM AREA=485 SF r SLOPES v. °RP WI' cc \ \ 4 PARCEL 1 PID: 0911621240007 Address:7300 Metro Boulevard C a C O. < I A \ k, [C] Apparent PID: 0911621310013 \ -Pedestrian Access Address:7400 Metro Boulevard Owner: One Corporate Plaza Partnership s / i r1 - s Bituminous \Parking Lot /'; 7 \ 6 Story Concrete Building Foundation Area = 19,783 +1- Sq. Ft. STATE HWY NO . eL L I 1 r1/4 l ,1/4 .4\ / .4 < / I / may A r —/ r r I I-- 1 5 I I I-- 1- r' • L_ I V I L_ I I l'Coperete'Wali<iday` CUT UTLE 826 00-Y R HW 9i7. 1 ESLPS827.02 3:1 DE SLOPES MINIMUM BOTTO AREA=108 SF LLI fie' osimucTio. 0 0 =go. / / / / / / / / / / / / / / / / Coperete Ramp _rG I cz P RIMET 2) E OSIO C NTRO AT CONSTRUg,Tt LIMITS 7P. r _ L_ \V/- „, , •1 I I re ri•IlM :<171.111707:M1 eTh 0 r s - ,/ / I- -I / 1 I 1/4 — A r_ / / / V \ L 1125 1137 ae 10111110§: • ••••• • •••• _ • 7300 METRO BOULEVARD, EDINA, MINNESOTA 55439 W g < § F—(/) W < 8 NW Y\/ rc _J w g ra. W Know what's below. = Call before you dig. !Per 0 20'-0`li EX. 1' CONTOUR ELEVATION INTERVAL 1.0' CONTOUR ELEVATION INTERVAL DRAINAGE ARROW CivilSite R O ILO E. Clvi ErpHearino • Solveylng • Landscape Architecture 5000 Glenwood Avenue Golden Velley. MN 55422 dvislIegroup.com 612.615-0060 0 z 0 z 0 W 0 n. I HEREBY CERTIFY THAT THIS PLAN. SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. JR ;ELWIN/01ns PRO.S.G1 IIMAGER MOJEGI MAAR/A REVISION SUMMARY DATE DESCRIPTION CITY OF EDINA EROSION CONTROL NOTES: 1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES. SWPPP NOTES: 1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT 'GOPHER STATE ONE CALL' (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 2. THIS PROJECT IS LESS THAN ONE ACRE AND WILL NOT REQUIRE AN MPCA NPDES PERMIT. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY EROSION CONTROL PERMITS REQUIRED BY THE CITY. 3. SEE SHEETS SW1.0 - SW1.5 FOR ALL EROSION CONTROL NOTES, DESCRIPTIONS, AND PRACTICES. 4. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSION CONTROL NOTES. 5. CONTRACTOR IS RESPONSIBLE FOR SWPPP IMPLEMENTATION, INSPECTIONS, AND COMPLIANCE WITH NPDES PERMIT. ALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, AND MEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUM REQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURING THE COURSE OF CONSTRUCTION. LEGEND: SILT FENCE / BIOROLL - GRADING LIMIT INLET PROTECTION STABILIZED CONSTRUCTION ENTRANCE EROSION CONTROL BLANKET Robert A. Latta DATE 3111124 uceNse No. 59612 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 0.1/11,20.1 cnr 511HVITTILL SWPPP-PROPOSED CONDITIONS SW1 .1 C) copraxitrt2a3cA. SITE GROUP IK Planning Division Submitted 03-11-2024 '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 MATTING IN A TRENCH 4' OR MORE IN DEPTH \•I s 9 -( GCr ISSUE/SUBMITTAL SUMMARY =112Z2:ZII2 11=1=M REVISION SUMMARY W2GZ=.:E=1:=M FILLER AS SPECIFIED FILL UPSTREAM BASE EDGE WITH r OF DIRT OR COMPOST TO EMBED ROLL EXISTING GROUND SURFACE DIRECTION OF FLOW WOODEN STAKES 1/29(2.X16. MIN. PLACED IT O.C. WHEN INSTALLED ON GROUND. IF INSTALLED ON PVMT. PROVIDE SANDBAGS BEHIND ANO ON TOP AT MIN. Ur O.C. NOTE: 1. COMPOST FILTER LOGS (810 ROLLS) SHALL BE FILTREXX EROSION CONTROL SOXX OR APPROVED EQUAL 2. COMPOST FILLER TO BE MADE FROM A COMPOST BLEND 30%-40% GRADE 2 (SPEC 3890) AND 60%-70% PARTIALLY DECOMPOSED WOOD CHIPS, PER MNDOT SPEC 3897. 3. FILTER FABRIC SHALL BE GEOTEXTILE KNITTED MATERIAL WITH MAX. OPENINGS OF 3/8'. 4. IF MULTIPLE ROLLS NEEDED, OVERLAP BY MIN. 12'AT ENDS AND STAKE. 5. SILT SHALL BE REMOVED ONCE IT REACHES 80% OF THE HEIGHT OF THE ROLL OR AS DEEMED NECESSARY BY SITE CONTRACTOR TO MAINTAIN PROPER FUNCTION. .t. 'C' OVERLAP: BURY UPPER END OF LOWER STRIP AS IN 'A' AND'B'. OVERLAP END OF TOP STRIP 4' AND STAPLE 'D' EROSION STOP: FOLD OF MATTING BURIED IN SILT TRENCH AND TAMPED. DOUBLE ROW OF STAPLES PLACE STAPLES 2 FEET APART TO KEEP MATTING FIRMLY PRESSED TO SOIL. 'E' OVERFALL lir ILII NOTE: 00, / APART TO KEEP MATTING 1. PLACE STAPLES 2 FEET ir / 1 112' FIRMLY PRESSED TO SOIL. TYPICAL STAPLE #8 GAUGE WIRE NOTE: ANY USE OF EROSION CONTROL BLANKET MUST UTILIZE A FULLY BIO-DEGRADABLE EROSION CONTROL BLANKET (NO PLASTIC NETTING) WITH LOOSE WEAVE NETTING (OR NETLESS). SEE NMCWD RULE 5.3.1B. NOTES: 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 EACH STORM EVENT AND AT THE COMPLETION OF THE CONTRACT. 3. CONTRACTOR SHALL USE DANDY SACK OR APPROVED EQUIVALENT FOR STRUCTURES WITHOUT CURBING. OVERFLOW ISy2 OF THE CURB BOX HEIGHT FILTER FABRIC AS SPECIFIED OVERFLOW AT TOP OF FILTER ASSEMBLY EXISTING CURB, PLATE, BOX, AND GRATE O CURB INLET SACK 0 SEDIMENT BIO—ROLL / COMPOST FILTER LOG NTS NTS 0 EROSION BLANKET NTS EXISTING UNDISTURBED ROADWAY FINISHED GRADE 6* MIN. CRUSHED STONE GEOTEXTILE FILTER FABRIC 4' HIGH, 16. WIDE SPEED BUMP - I- - f-- I -LTVI _ .),T1_, .1- - I -I PROFILE 75' MINIMUM EXISTING UNDISTURBED ROADWAY 30' FROM EDGE OF ROAD TO RONT OF SPEED BUMP TO CONSTRUCTION AREA +I TO CONSTRUCTION PLAN 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 ONTO UNDISTURBED ROADWAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR ADDING STONE TO THE LENGTH OF THE ENTRANCE. 3. REPAIR AND CLEANOUT MEASURES USED TO TRAP SEDIMENT. 4. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO UNDISTURBED ROADWAY SHALL BE REMOVED AS DIRECTED 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. STABILIZED CONSTRUCTION ACCESS NTSO DANDY CURB SACK OR APPROVED EQUIVALENT HIGH-FLOW FABRIC FILTER FABRIC WITH WIRE SUPPORT NET AS SPECIFIED. SUPPORT NET: 12 GAUGE 4'X4' WIRE HOOKED ONTO PERFORMED CHANNELS ON POSTS AS SPECIFIED. EXISTING GROUND SURFACE CARRY WIRE SUPPORT NET DOWN INTO TRENCH METAL POST AS SPECIFIED. FILTER FABRIC AS SPECIFIED SECURE TO WIRE SUPPORT NET WITH METAL CLIPS 12' O.C. ANCHOR FABRIC WITH SOIL TAMP BACKFILL DIRECTION OF FLOW METAL POSTS P-0. O.C. MAX. 0 SEDIMENT FENCE NTS CivilSite R O Ul Civ0 Engewering • Surveying • Landscape Architecture 5000 G'ennood Avenue Golden Volley, MN 55422 cN6sltegroup.com 612.615.0060 0 LL 0 6 Lu MINNESOTA 55439 7300 METRO BOULEVARD, 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 Robert A. Latta DATE3/11124 616.55 NO. 59612 SWPPP - DETAILS SW1.2 © camarowrzon ovn.srrE GROUP INC Planning Division Submitted 03-11-2024 DESIGN ENGINEER: ROBERT A. LATTA P.E. TRAINING COURSE: DESIGN OF SWPPP TRAINING ENTITY: UNIVERSITY OF MINNESOTA INSTRUCTOR: JOHN CHAPMAN DATES OF TRAINING COURSE: 01/2022 - 05/2022 (ONLINE COURSE) TOTAL TRAINING HOURS: 12 EXP. 6/31/2025 AREAS AND QUANTITIES: TRAINING SECTION 21 OWNER INFORMATION SITE AREA CALCULATIONS IMPERVIOUS SURFACES BUILDING COVERAGE PAVEMENT TOTAL EXISTING CONDITION 19,792 SF 8.3% 182,650 SF 76.6% 202,442 SF 84.9% 4.6 AC PROPOSED CONDITION 25,919 SF 10.9% 173,577 SF 72.8% 199,496 SF 83.7% 4.6 AC PERVIOUS SURFACES TOTAL 35,878 SF 15.1% 0.8 AC 38,824 SF 16.3% 0.9 AC TOTAL SITE AREA 238,320 SF 100.0% 5.5 AC 238,320 SF 100.0% 5.5 AC DIFFERENCE (EX. VS PROP.) -2,946 SF -1.2% FULLY RECONSTRUCTED IMPERVI 28,845 SF DISTURBED AREA 40,403 SF 0.9 AC EROSION CONTROL QUANTITIES DISTURBED AREA 40,403 SF SILT FENCE/BIO-ROLL 11930 LF EROSION CONTROL BLANKET INLET PROTECTION DEVICES 2,400 SF t6 EA NOTE: QUANTITIES ARE FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR SHALL DETER CONTRACTOR: TBD SWPPP INSPECTOR TRAINING: ALL SWPPP INSPECTIONS MUST BE PERFORMED BY A PERSON THAT MEETS THE TRAINING REQUIREMENTS OF THE NPDES CONSTRUCTION SITE PERMIT. TRAINING CREDENTIALS SHALL BE PROVIDED BY THE CONTRACTOR AND KEPT ON SITE WITH THE SWPPP THEMSELVES THE EXACT QUANTITIES FOR BIDDING AND CONSTRUCTION. SWPPP CONTACT PERSON PARTY RESPONSIBLE FOR LONG TERM OPERATION AND MAINTENANCE OF PERMANENT STORM WATER MANAGEMENT SYSTEM PERMANENT STORMWATER MANAGEMENT IS NOT REQUIRED AS PART OF THIS PROJECT TO MEET NPDES PERMIT REQUIREMENTS. THE PROPERTY OWNER IS RESPONSIBLE FOR THE LONG TERM OPERATION AND MAINTENANCE OF THE PROPOSED STORMWATER SYSTEM. SWPPP ATTACHMENTS (ONLY APPLICABLE IF SITE IS 1 ACRE OR GREATER): CONTRACTOR SHALL OBTAIN A COPY OF THE FOLLOWING SWPPP ATTACHMENTS WHICH ARE A PART OF THE OVERALL SWPPP PACKAGE: ATTACHMENT A. CONSTRUCTION SWPPP TEMPLATE - SITE SPECIFIC SWPPP DOCUMENT ATTACHMENT B. CONSTRUCTION STORMWATER INSPECTION CHECKLIST ATTACHMENT C. MAINTENANCE PLAN FOR PERMANENT STORM WATER TREATMENT SYSTEMS ATTACHMENT 13: STORMWATER MANAGEMENT REPORT - ON FILE AT THE OFFICE OF PROJECT ENGINEER. AVAILABLE UPON REQUEST. ATTACHMENT E: GEOTECHNICAL EVALUATION REPORT - ON FILE AT THE OFFICE OF PROJECT ENGINEER. AVAILABLE UPON REQUEST. SUPPLEMENTARY SITE SPECIFIC EROSION CONTROL NOTES: THESE NOTES SUPERCEDE ANY GENERAL SWPPP NOTES. THIS PROJECT DISTURBS LESS THAN 1.0 ACRES SO AN NPDES PERMIT IS NOT REQUIRED PROJECT NARRATIVE: PROJECT ISA REDEVELOPMENT OF AN EXISTING PARKING LOT INTO A DENTAL OFFICE BUILDING. SITE, GRADING, UTILITY AND LANDSCAPE IMPROVEMENTS WILL OCCUR. NATIVE BUFFER NARRATIVE: PRESERVING A 50 FOOT NATURAL BUFFER AROUND WATER BODIES IS NOT PROVIDED IN THESE PLANS SINCE WATER BODIES ARE NOT PRESENT ONSITE. 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 NINE MILE CREEK -NINE MILE CREEK IS IDENTIFIED AS AN IMPAIRED WATER BODY PER THE MPCA'S 303(D) IMPAIRED WATERS LIST. NINE MILE CREEK IS IMPAIRED FOR BENTHIC MACROINVERTEBRATES BIOASSESSMENTS; FISH BIOASSESSMENTS. BECAUSE THIS WATER BODY IS LOCATED WITHIN ONE MILE OF THE SITE, BMPS AS DEFINED IN THE NPDES PERMIT ITEMS 23.9 AND 23.10 APPLY. THESE ARE AS FOLLOWS: 1. DURING CONSTRUCTION: A. STABILIZATION OF ALL EXPOSED SOIL AREAS MUST BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION BUT IN NO CASE COMPLETED LATER THAN SEVEN (7) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. B. TEMPORARY SEDIMENT BASIN REQUIREMENTS DESCRIBED IN SECTION 14. MUST BE USED FOR COMMON DRAINAGE LOCATIONS THAT SERVE AN AREA WITH FIVE (5) OR MORE ACRES DISTURBED AT ONE TIME. PERMANENT STABILIZATION NOTES SITE SPECIFIC: PERMANENT SEED MIX • FOR THIS PROJECT ALL AREAS THAT ARE NOT TO BE SODDED OR LANDSCAPED SHALL RECEIVE A NATIVE PERMANENT SEED MIX. •• AREAS IN BUFFERS AND ADJACENT TO OR IN WET AREAS MNDOT SEED MIX 33-261 (STORMWATER SOUTH AND WEST) AT 35 LBS 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. (NE FOR HEMPEL REAL ESTATE 10050 CROSSTOWN CIRCLE, SUITE 600 EDEN PRAIRIE. MN 55334 BRENT JACOBSON 612-355-2609 13JACOSSON@HEMPELCOMPANIES.COM 0 0 L Q 1 0 -1-1 B. 10050 CROSSTOWN CIRCLE, SUITE 600, EDEN PRAIRIE, MN 55334 HEMPEL REAL ESTATE 7300 METRO BOULEVARD, EDINA, MINNESOTA 55439 THE CONTRACTOR AND ALL SUBCONTRACTORS INVOLVED WITH A CONSTRUCTION ACTIVITY THAT DISTURBS SITE SOIL OR WHO IMPLEMENT A POLLUTANT CONTROL MEASURE IDENTIFIED IN THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) MUST COMPLY WITH THE REQUIREMENTS OF THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT (DATED AUGUST 1, 2018 # MNR100001) AND ANY LOCAL GOVERNING AGENCY HAVING JURISDICTION CONCERNING EROSION AND SEDIMENTATION CONTROL. STORMWATER DISCHARGE DESIGN REQUIREMENTS SWPPP THE NATURE OF THIS PROJECT WILL BE CONSISTENT WITH WHAT IS REPRESENTED IN THIS SET OF CONSTRUCTION PLANS AND SPECIFICATIONS. SEE THE SWPPP PLAN SHEETS AND SWPPP NARRATIVE (ATTACHMENT A: CONSTRUCTION SWPPP TEMPLATE) FOR ADDITIONAL SITE SPECIFIC SWPPP INFORMATION. THE PLANS SHOW LOCATIONS AND TYPES OF ALL TEMPORARY AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BMPS. STANDARD DETAILS ARE ATTACHED TO THIS SWPPP DOCUMENT. THE INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES IS AS FOLLOWS: 1. INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE 2. INSTALLATION OF SILT FENCE AROUND SITE 3. INSTALL ORANGE CONSTRUCTION FENCING AROUND INFILTRATION AREAS 4. INSTALL INLET PROTECTION AT ALL ADJACENT AND DOWNSTREAM CATCH BASINS 5. CLEAR AND GRUB FOR TEMPORARY SEDIMENT BASIN / POND INSTALL 6. CONSTRUCT TEMPORARY SEDIMENT BASIN 1 POND (SECTION 14) 7. CLEAR AND GRUB REMAINDER OF SITE B. STRIP AND STOCKPILE TOPSOIL 9. ROUGH GRADING OF SITE 10. STABILIZE DENUDED AREAS AND STOCKPILES 11. INSTALL SANITARY SEWER, WATER MAIN STORM SEWER AND SERVICES 12. INSTALL SILT FENCE / INLET PROTECTION AROUND CBS 13. INSTALL STREET SECTION 14. INSTALL CURB AND GLITTER 15. BITUMINOUS ON STREETS 16. FINAL GRADE BOULEVARD, INSTALL SEED AND MULCH 17. REMOVE ACCUMULATED SEDIMENT FROM BASIN / POND IN. FINAL GRADE POND / INFILTRATION BASINS (DO NOT COMPACT SOILS IN INFILTRATION AREAS.) 19. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED BY EITHER SEED OR SODILANDSCAPING, REMOVE SILT FENCE AND RESEED ANY AREAS DISTURBED BY THE REMOVAL. RECORDS RETENTION: THE SWPPP (ORIGINAL OR COPIES) INCLUDING, ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCE RECORDS MUST BE KEPT AT THE SITE DURING CONSTRUCTION BY THE PERMITTEE WHO HAS OPERATIONAL CONTROL OF THAT PORTION OF THE SITE. THE SWPPP CAN BE KEPT IN EITHER THE FIELD OFFICE OR IN AN ON SITE VEHICLE DURING NORMAL WORKING HOURS. ALL OWNER(S) MUST KEEP THE SWPPP, ALONG MTH 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 RECORDS AFTER SUBMITTAL OF THE NOT. 1. THE FINAL SWPPP; 2. ANY OTHER STORMWATER RELATED PERMITS REQUIRED FOR THE PROJECT; 3. RECORDS OF ALL INSPECTION AND MAINTENANCE CONDUCTED DURING CONSTRUCTION (SEE SECTION 11, INSPECTIONS AND MAINTENANCE); 4. ALL PERMANENT OPERATION AND MAINTENANCE AGREEMENTS THAT HAVE BEEN IMPLEMENTED, INCLUDING ALL RIGHT OF WAY, CONTRACTS, COVENANTS AND OTHER BINDING REQUIREMENTS REGARDING PERPETUAL MAINTENANCE; AND 5. ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT STORMWATER MANAGEMENT SYSTEMS. SWPPP IMPLEMENTATION RESPONSIBILITIES: 1. THE OWNER AND CONTRACTOR ARE PERMITTEE(S) AS IDENTIFIED BY THE NPDES PERMIT. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ON-SITE IMPLEMENTATION OF THE SWPPP, INCLUDING THE ACTIVMES OF ALL OF THE CONTRACTOR'S SUBCONTRACTORS. 3. CONTRACTOR SHALL PROVIDE A PERSON(S) KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OF EROSION PREVENTION AND SEDIMENT CONTROL BMPS TO OVERSEE ALL INSTALLATION AND MAINTENANCE OF BMPS AND IMPLEMENTATION OF THE SWPPP. 4. CONTRACTOR SHALL PROVIDE PERSON(S) MEETING THE TRAINING REQUIREMENTS OF THE NPDES PERMIT TO CONDUCT INSPECTION AND MAINTENANCE OF ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS IN ACCORDANCE WITH THE REQUIREMENTS OF THE PERMIT. ONE OF THESE INDIVIDUAL(S) MUST BE AVAILABLE FOR AN ONSITE INSPECTION WITHIN 72 HOURS UPON REQUEST BY MPCA. CONTRACTOR SHALL PROVIDE TRAINING DOCUMENTATION FOR THESE INDIVIDUAL(S) AS REQUIRED BY THE NPDES PERMIT. THIS TRAINING DOCUMENTATION SHALL BE RECORDED IN OR WITH THE SWPPP BEFORE THE START OF CONSTRUCTION OR AS SOON AS THE PERSONNEL FOR THE PROJECT HAVE BEEN DETERMINED. DOCUMENTATION SHALL INCLUDE: 4.1. NAMES OF THE PERSONNEL ASSOCIATED WITH THE PROJECT THAT ARE REQUIRED TO BE TRAINED PER SECTION 21 OF THE PERMIT. 4.2. DATES OF TRAINING AND NAME OF INSTRUCTOR AND ENTITY PROVIDING TRAINING. 4.3. CONTENT OF TRAINING COURSE OR WORKSHOP INCLUDING THE NUMBER OF HOURS OF TRAINING. 5. FOLLOWING FINAL STABILIZATION AND THE TERMINATION OF COVERAGE FOR THE NPDES PERMIT, THE OWNER IS EXPECTED TO FURNISH LONG TERM OPERATION AND MAINTENANCE (0 6 M) OF THE PERMANENT STORM WATER MANAGEMENT SYSTEM. CONSTRUCTION ACTIVITY REQUIREMENTS SWPPP AMENDMENTS (SECTION 6): 1. ONE OF THE INDIVIDUALS DESCRIBED IN ITEM 21.2.A OR ITEM 21.2.6 OR ANOTHER QUALIFIED INDIVIDUAL MUST COMPLETE ALL SWPPP CHANGES. CHANGES INVOLVING THE USE OFA LESS STRINGENT BMP MUST INCLUDE A JUSTIFICATION DESCRIBING HOW THE REPLACEMENT BMP IS EFFECTIVE FOR THE SITE CHARACTERISTICS. 2. PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER THERE ISA CHANGE IN DESIGN, CONSTRUCTION, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS HAVING A SIGNIFICANT EFFECT ON THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER. 3. PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER INSPECTIONS OR INVESTIGATIONS BY THE SITE OWNER OR OPERATOR, USEPA OR MPCA OFFICIALS INDICATE THE SWPPP IS NOT EFFECTIVE IN ELIMINATING OR SIGNIFICANTLY MINIMIZING THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER OR THE DISCHARGES ARE CAUSING WATER QUALITY STANDARD EXCEEDANCES (E.G., NUISANCE CONDITIONS AS DEFINED IN MINN. R. 7050.0210, SUBP. 2) OR THE SWPPP IS NOT CONSISTENT WITH THE OBJECTIVES OFA USEPA APPROVED TMDL. BMP SELECTION AND INSTALLATION (SECTION 7): 1. PERMITTEES MUST SELECT, INSTALL, AND MAINTAIN THE BMPS IDENTIFIED IN THE SWPPP AND IN THIS PERMIT IN AN APPROPRIATE AND FUNCTIONAL MANNER AND IN ACCORDANCE WITH RELEVANT MANUFACTURER SPECIFICATIONS AND ACCEPTED ENGINEERING PRACTICES. EROSION PREVENTION (SECTION 8): 1. BEFORE WORK BEGINS, PERMITTEES MUST DELINEATE THE LOCATION OF AREAS NOT TO BE DISTURBED. 2. PERMITTEES MUST MINIMIZE THE NEED FOR DISTURBANCE OF PORTIONS OF THE PROJECT WITH STEEP SLOPES. WHEN STEEP SLOPES MUST BE DISTURBED. PERMITTEES MUST USE TECHNIQUES SUCH AS PHASING AND STABILIZATION PRACTICES DESIGNED FOR STEEP SLOPES (E.G., SLOPE DRAINING AND TERRACING). 3. PERMITTEES MUST STABILIZE ALL EXPOSED SOIL AREAS, INCLUDING STOCKPILES. STABILIZATION MUST BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION WHEN CONSTRUCTION ACTIVITY HAS PERMANENTLY OR TEMPORARILY CEASED ON ANY PORTION OF THE SITE AND WILL NOT RESUME FORA PERIOD EXCEEDING 14 CALENDAR DAYS. STABILIZATION MUST BE COMPLETED NO LATER THAN 14 CALENDAR DAYS AFTER THE CONSTRUCTION ACTIVITY HAS CEASED. STABILIZATION IS NOT REQUIRED ON CONSTRUCTED BASE COMPONENTS OF ROADS, PARKING LOTS AND SIMILAR SURFACES. STABILIZATION IS NOT REQUIRED ON TEMPORARY STOCKPILES WITHOUT SIGNIFICANT SILT, CLAY OR ORGANIC COMPONENTS (E.G., CLEAN AGGREGATE STOCKPILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES) BUT PERMITTEES MUST PROVIDE SEDIMENT CONTROLS AT THE BASE OF THE STOCKPILE. 4. FOR PUBLIC WATERS THAT THE MINNESOTA DNR HAS PROMULGATED 'WORK IN WATER RESTRICTIONS' DURING SPECIFIED FISH SPAWNING TIME FRAMES, PERMITTEES MUST COMPLETE STABILIZATION OF ALL EXPOSED SOIL AREAS WITHIN 200 FEET OF THE WATER'S EDGE, AND THAT DRAIN TO THESE WATERS, WITHIN 24 HOURS DURING THE RESTRICTION PERIOD. 5. PERMITTEES MUST STABILIZE THE NORMAL WETTED PERIMETER OF THE LAST 200 LINEAR FEET OF TEMPORARY OR PERMANENT DRAINAGE DITCHES OR SWALES THAT DRAIN WATER FROM THE SITE WITHIN 24 HOURS AFTER CONNECTING TOA SURFACE WATER OR PROPERTY EDGE. PERMITTEES MUST COMPLETE STABILIZATION OF REMAINING PORTIONS OF TEMPORARY OR PERMANENT DITCHES OR SWALES WITHIN 14 CALENDAR DAYS AFTER CONNECTING TOA SURFACE WATER OR PROPERTY EDGE AND CONSTRUCTION IN THAT PORTION OF THE DITCH TEMPORARILY OR PERMANENTLY CEASES. 6. TEMPORARY OR PERMANENT DITCHES OR SWALES BEING USED ASA SEDIMENT CONTAINMENT SYSTEM DURING CONSTRUCTION (WITH PROPERLY DESIGNED ROCK-DITCH CHECKS, BIO ROLLS, SILT DIKES, ETC.) DO NOT NEED TO BE STABILIZED. PERMITTEES MUST STABILIZE THESE AREAS WITHIN 24 HOURS AFTER THEIR USE AS A SEDIMENT CONTAINMENT SYSTEM CEASES 7. PERMITTEES MUST NOT USE MULCH, HYDROMULCH, TACKIFIER, POLYACRYLAMIDE OR SIMILAR EROSION PREVENTION PRACTICES WITHIN ANY PORTION OF THE NORMAL WETTED PERIMETER OF A TEMPORARY OR PERMANENT DRAINAGE DITCH OR SWALE SECTION WITH A CONTINUOUS SLOPE OF GREATER THAN 2 PERCENT. 8. PERMITTEES MUST PROVIDE TEMPORARY OR PERMANENT ENERGY DISSIPATION AT ALL PIPE OUTLETS WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER OR PERMANENT STORMWATER TREATMENT SYSTEM. 9. PERMITTEES MUST NOT DISTURB MORE LAND (I.E., PHASING) THAN CAN BE EFFECTIVELY INSPECTED AND MAINTAINED IN ACCORDANCE WITH SECTION 11. SEDIMENT CONTROL (SECTION 9): 1. PERMITTEES MUST ESTABLISH SEDIMENT CONTROL BMPS ON ALL DOWNGRADIENT PERIMETERS OF THE SITE AND DOWNGRADIENT AREAS OF THE SITE THAT DRAIN TO ANY SURFACE WATER, INCLUDING CURB AND GUTTER SYSTEMS. PERMITTEES MUST LOCATE SEDIMENT CONTROL PRACTICES UPGRADIENT OF ANY BUFFER ZONES. PERMITTEES MUST INSTALL SEDIMENT CONTROL PRACTICES BEFORE ANY UPGRADIENT LAND-DISTURBING ACTIVITIES BEGIN AND MUST KEEP THE SEDIMENT CONTROL PRACTICES IN PLACE UNTIL THEY ESTABLISH PERMANENT COVER. 2. IF DOWNGRADIENT SEDIMENT CONTROLS ARE OVERLOADED, BASED ON FREQUENT FAILURE OR EXCESSIVE MAINTENANCE REQUIREMENTS, PERMITTEES MUST INSTALL ADDITIONAL UPGRADIENT SEDIMENT CONTROL PRACTICES OR REDUNDANT BMPS TO ELIMINATE THE OVERLOADING AND AMEND THE SWPPP TO IDENTIFY THESE ADDITIONAL PRACTICES AS REQUIRED IN ITEM 6.3. 3. TEMPORARY OR PERMANENT DRAINAGE DITCHES AND SEDIMENT BASINS DESIGNED AS PART OF A SEDIMENT CONTAINMENT SYSTEM (E.G., DITCHES WITH ROCK-CHECK DAMS) REQUIRE SEDIMENT CONTROL PRACTICES ONLY AS APPROPRIATE FOR SITE CONDITIONS. 4. A FLOATING SILT CURTAIN PLACED IN THE WATER IS NOTA SEDIMENT CONTROL BMP TO SATISFY ITEM 9.2 EXCEPT WHEN WORKING ON A SHORELINE OR BELOW THE WATERLINE. IMMEDIATELY AFTER THE SHORT TERM CONSTRUCTION ACTIVITY (E.G., INSTALLATION OF RIP RAP ALONG THE SHORELINE) IN THAT AREA IS COMPLETE, PERMITTEES MUST INSTALL AN UPLAND PERIMETER CONTROL PRACTICE IF EXPOSED SOILS STILL DRAIN TOA SURFACE WATER. 5. PERMITTEES MUST RE-INSTALL ALL SEDIMENT CONTROL PRACTICES ADJUSTED OR REMOVED TO ACCOMMODATE SHORT-TERM ACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES, IMMEDIATELY AFTER THE SHORT-TERM ACTIVITY IS COMPLETED. PERMITTEES MUST RE-INSTALL SEDIMENT CONTROL PRACTICES BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE SHORT-TERM ACTIVITY IS NOT COMPLETE. 6. PERMITTEES MUST PROTECT ALL STORM DRAIN INLETS USING APPROPRIATE BMPS DURING CONSTRUCTION UNTIL THEY ESTABLISH PERMANENT COVER ON ALL AREAS WITH POTENTIAL FOR DISCHARGING TO THE INLET. 7. PERMITTEES MAY REMOVE INLET PROTECTION FORA PARTICULAR INLET IFA SPECIFIC SAFETY CONCERN (E.G. STREET FLOODING/FREEZING) IS IDENTIFIED BY THE PERMITTEES OR THE JURISDICTIONAL AUTHORITY (E.G., CITY/COUNTY/TOWNSHIP/MINNESOTA DEPARTMENT OF TRANSPORTATION ENGINEER). PERMITTEES MUST DOCUMENT THE NEED FOR REMOVAL IN THE SWPPP. 8. PERMITTEES MUST PROVIDE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS AT THE BASE OF STOCKPILES ON THE DOWNGRADIENT PERIMETER. 9. PERMITTEES MUST LOCATE STOCKPILES OUTSIDE OF NATURAL BUFFERS OR SURFACE WATERS. INCLUDING STORMWATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS UNLESS THERE IS A BYPASS IN PLACE FOR THE STORMWATER. 10. PERMITTEES MUST INSTALL A VEHICLE TRACKING BMP TO MINIMIZE THE TRACK OUT OF SEDIMENT FROM THE CONSTRUCTION SITE OR ONTO PAVED ROADS WITHIN THE SITE. 11. PERMITTEES MUST USE STREET SWEEPING IF VEHICLE TRACKING IMPS ARE NOT ADEQUATE TO PREVENT SEDIMENT TRACKING ONTO THE STREET. 12. PERMITTEES MUST INSTALL TEMPORARY SEDIMENT BASINS AS REQUIRED IN SECTION 14. 13. IN ANY AREAS OF THE SITE WHERE FINAL VEGETATIVE STABILIZATION WILL OCCUR, PERMITTEES MUST RESTRICT VEHICLE AND EQUIPMENT USE TO MINIMIZE SOIL COMPACTION. 14. PERMITTEES MUST PRESERVE TOPSOIL ON THE SITE, UNLESS INFEASIBLE. 15. PERMITTEES MUST DIRECT DISCHARGES FROM BMPS TO VEGETATED AREAS UNLESS INFEASIBLE. 16. PERMITTEES MUST PRESERVE A 50 FOOT NATURAL BUFFER OR, IFA BUFFER IS INFEASIBLE ON THE SITE, PROVIDE REDUNDANT (DOUBLE) PERIMETER SEDIMENT CONTROLS WHEN A SURFACE WATER IS LOCATED WITHIN 50 FEET OF THE PROJECTS EARTH DISTURBANCES AND STORMWATER FLOWS TO THE SURFACE WATER. PERMITTEES MUST INSTALL PERIMETER SEDIMENT CONTROLS AT LEAST 5 FEET APART UNLESS LIMITED BY LACK OF AVAILABLE SPACE. NATURAL BUFFERS ARE NOT REQUIRED ADJACENT TO ROAD DITCHES, JUDICIAL DITCHES, COUNTY DITCHES, STORMWATER CONVEYANCE CHANNELS, STORM DRAIN INLETS, AND SEDIMENT BASINS. IF PRESERVING THE BUFFER IS INFEASIBLE, PERMITTEES MUST DOCUMENT THE REASONS IN THE SWPPP. SHEET PILING ISA REDUNDANT PERIMETER CONTROL IF INSTALLED INA MANNER THAT RETAINS ALL STORMWATER. 17. PERMITTEES MUST USE POLYMERS, FLOCCULANTS, OR OTHER SEDIMENTATION TREATMENT CHEMICALS IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICES, DOSING SPECIFICATIONS AND SEDIMENT REMOVAL DESIGN SPECIFICATIONS PROVIDED BY THE MANUFACTURER OR SUPPLIER. THE PERMITTEES MUST USE CONVENTIONAL EROSION AND SEDIMENT CONTROLS PRIOR TO CHEMICAL ADDITION AND MUST DIRECT TREATED STORMWATER TO A SEDIMENT CONTROL SYSTEM FOR FILTRATION OR SETTLEMENT OF THE FLOC PRIOR TO DISCHARGE. DEWATERING AND BASIN DRAINING (SECTION 10): 1. PERMITTEES MUST DISCHARGE TURBID OR SEDIMENT-LADEN WATERS RELATED TO DEWATERING OR BASIN DRAINING (E.G., PUMPED DISCHARGES, TRENCH/DITCH CUTS FOR DRAINAGE) TO A TEMPORARY OR PERMANENT SEDIMENT BASIN ON THE PROJECT SITE UNLESS INFEASIBLE. PERMITTEES MAY DEWATER TO SURFACE WATERS IF THEY VISUALLY CHECK TO ENSURE ADEQUATE TREATMENT HAS BEEN OBTAINED AND NUISANCE CONDITIONS (SEE MINN. R. 7050.0210, SUBP. 2) WILL NOT RESULT FROM THE DISCHARGE. IF PERMITTEES CANNOT DISCHARGE THE WATER TO A SEDIMENTATION BASIN PRIOR TO ENTERING A SURFACE WATER, PERMITTEES MUST TREAT IT WITH APPROPRIATE BMPS SUCH THAT THE DISCHARGE DOES NOT ADVERSELY AFFECT THE SURFACE WATER OR DOWNSTREAM PROPERTIES. 2. IF PERMITTEES MUST DISCHARGE WATER CONTAINING OIL OR GREASE, THEY MUST USE AN OIL-WATER SEPARATOR OR SUITABLE FILTRATION DEVICE (E.G., CARTRIDGE FILTERS, ABSORBENTS PADS) PRIOR TO DISCHARGE. 3. PERMITTEES MUST DISCHARGE ALL WATER FROM DEWATERING OR BASIN-DRAINING ACTIVITIES IN A MANNER THAT DOES NOT CAUSE EROSION OR SCOUR IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS OR INUNDATION OF WETLANDS IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS THAT CAUSES SIGNIFICANT ADVERSE IMPACT TO THE WETLAND. 4.1F PERMITTEES USE FILTERS WITH BACKWASH WATER. THEY MUST HAUL THE BACKWASH WATER AWAY FOR DISPOSAL RETURN THE BACKWASH WATER TO THE BEGINNING OF THE TREATMENT PROCESS, OR INCORPORATE THE BACKWASH WATER INTO THE SITE INA MANNER THAT DOES NOT CAUSE EROSION. INSPECTIONS AND MAINTENANCE (SECTION 11): 1. PERMITTEES MUST ENSURE A TRAINED PERSON, AS IDENTIFIED IN ITEM 21.2.B, WILL INSPECT THE ENTIRE CONSTRUCTION SITE AT LEAST ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 1/2 INCH IN 24 HOURS. 2. PERMITTEES MUST INSPECT AND MAINTAIN ALL PERMANENT STORMWATER TREATMENT BMPS. 3. PERMITTEES MUST INSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS AND POLLUTION PREVENTION MANAGEMENT MEASURES TO ENSURE INTEGRITY AND EFFECTIVENESS. PERMITTEES MUST REPAIR, REPLACE OR SUPPLEMENT ALL NONFUNCTIONAL BMPS WITH FUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY UNLESS ANOTHER TIME FRAME IS SPECIFIED IN ITEM 11.5 OR 11.6. PERMITTEES MAY TAKE ADDITIONAL TIME IF FIELD CONDITIONS PREVENT ACCESS TO THE AREA. 4. DURING EACH INSPECTION, PERMITTEES MUST INSPECT SURFACE WATERS, INCLUDING DRAINAGE DITCHES AND CONVEYANCE SYSTEMS BUT NOT CURB AND GUTTER SYSTEMS. FOR EVIDENCE OF EROSION AND SEDIMENT DEPOSITION. PERMITTEES MUST REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGE WAYS, CATCH BASINS. AND OTHER DRAINAGE SYSTEMS AND RESTABILIZE THE AREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL. PERMITTEES MUST COMPLETE REMOVAL AND STABILIZATION WITHIN SEVEN (7) CALENDAR DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL, REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. PERMITTEES MUST USE ALL REASONABLE EFFORTS TO OBTAIN ACCESS. IF PRECLUDED, REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) DAYS OF OBTAINING ACCESS. PERMITTEES ARE RESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE AND FEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLE PERMITS, PRIOR TO CONDUCTING ANY WORK IN SURFACE WATERS. 5. PERMITTEES MUST INSPECT CONSTRUCTION SITE VEHICLE EXIT LOCATIONS, STREETS AND CURB AND GUTTER SYSTEMS WITHIN AND ADJACENT TO THE PROJECT FOR SEDIMENTATION FROM EROSION OR TRACKED SEDIMENT 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 TO USERS OF PUBLIC STREETS. 6. PERMITTEES MUST REPAIR, REPLACE OR SUPPLEMENT ALL PERIMETER CONTROL DEVICES WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1/2 OF THE HEIGHT OF THE DEVICE. 7. PERMITTEES MUST DRAIN TEMPORARY AND PERMANENT SEDIMENTATION BASINS AND REMOVE THE SEDIMENT WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE STORAGE VOLUME. 8. PERMITTEES MUST ENSURE THAT AT LEAST ONE INDIVIDUAL PRESENT ON THE SITE (OR AVAILABLE TO THE PROJECT SITE IN THREE (3) CALENDAR DAYS) IS TRAINED IN THE JOB DUTIES DESCRIBED IN ITEM 21.2.8. 9. PERMITTEES MAY ADJUST THE INSPECTION SCHEDULE DESCRIBED IN ITEM 11.2 AS FOLLOWS: a. INSPECTIONS OF AREAS WITH PERMANENT COVER CAN BE REDUCED TO ONCE PER MONTH, EVEN IF CONSTRUCTION ACTIVITY CONTINUES ON OTHER PORTIONS OF THE SITE; OR b. WHERE SITES HAVE PERMANENT COVER ON ALL EXPOSED SOIL AND NO CONSTRUCTION ACTIVITY IS OCCURRING ANYWHERE ON THE SITE, INSPECTIONS CAN BE REDUCED TO ONCE PER MONTH AND, AFTER 12 MONTHS, MAY BE SUSPENDED COMPLETELY UNTIL CONSTRUCTION ACTIVITY RESUMES. THE MPCA MAY REQUIRE INSPECTIONS TO RESUME IF CONDITIONS WARRANT; OR c. 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 BEING CONDUCTED AND THESE RECORDS MUST BE RETAINED WITH THE SWPPP. THESE RECORDS MUST INCLUDE: e. DATE AND TIME OF INSPECTIONS; AND b. NAME OF PERSONS CONDUCTING INSPECTIONS; AND c. ACCURATE FINDINGS OF INSPECTIONS, INCLUDING THE SPECIFIC LOCATION WHERE CORRECTIVE ACTIONS ARE NEEDED; AND d. CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE ACTIVITIES); AND e. DATE OF ALL RAINFALL EVENTS GREATER THAN 112 INCHES IN 24 HOURS, AND THE AMOUNT OF RAINFALL FOR EACH EVENT. PERMITTEES MUST OBTAIN RAINFALL AMOUNTS BY EITHER A PROPERLY MAINTAINED RAIN GAUGE INSTALLED ONSITE, A WEATHER STATION THAT IS WITHIN ONE (1) MILE OF YOUR LOCATION, OR A WEATHER REPORTING SYSTEM THAT PROVIDES SITE SPECIFIC RAINFALL DATA FROM RADAR SUMMARIES; AND I. IF PERMITTEES OBSERVE A DISCHARGE DURING THE INSPECTION, THEY MUST RECORD AND SHOULD PHOTOGRAPH AND DESCRIBE THE LOCATION OF THE DISCHARGE (I.E., COLOR, ODOR, SETTLED OR SUSPENDED SOLIDS. OIL SHEEN, AND OTHER OBVIOUS INDICATORS OF POLLUTANTS); AND g. ANY AMENDMENTS TO THE SWPPP PROPOSED AS A RESULT OF THE INSPECTION MUST BE DOCUMENTED AS REQUIRED IN SECTION 6 WITHIN SEVEN (7) CALENDAR DAYS. POLLUTION PREVENTION MANAGEMENT (SECTION 12): 1. PERMITTEES MUST PLACE BUILDING PRODUCTS AND LANDSCAPE MATERIALS UNDER COVER (E.G., PLASTIC SHEETING OR TEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER. PERMITTEES ARE NOT REQUIRED TO COVER OR PROTECT PRODUCTS WHICH ARE EITHER NOTA SOURCE OF CONTAMINATION TO STORMWATER OR ARE DESIGNED TO BE EXPOSED TO STORMWATER. 2. PERMITTEES MUST PLACE PESTICIDES, FERTILIZERS AND TREATMENT CHEMICALS UNDER COVER (E.G., PLASTIC SHEETING OR TEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TO 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 OTHER DISCHARGE. 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 KNOCKED OVER. PERMITTEES MUST PROPERLY DISPOSE SANITARY WASTE IN ACCORDANCE WITH MINN. R. CH. 7041. 6. PERMITTEES MUST TAKE REASONABLE STEPS TO PREVENT THE DISCHARGE OF SPILLED OR LEAKED CHEMICALS, INCLUDING FUEL, FROM ANY AREA WHERE CHEMICALS OR FUEL WILL BE LOADED OR UNLOADED INCLUDING THE USE OF DRIP PANS OR ABSORBENTS UNLESS INFEASIBLE. PERMITTEES MUST ENSURE ADEQUATE SUPPLIES ARE AVAILABLE AT ALL TIMES TO CLEAN UP DISCHARGED MATERIALS AND THAT AN APPROPRIATE DISPOSAL METHOD IS AVAILABLE FOR RECOVERED SPILLED MATERIALS. PERMITTEES MUST REPORT AND CLEAN UP SPILLS IMMEDIATELY AS REQUIRED BY MINN. STAT. 115.061, USING DRY CLEAN UP MEASURES WHERE POSSIBLE. 7. PERMITTEES MUST LIMIT VEHICLE EXTERIOR WASHING AND EQUIPMENT TOA DEFINED AREA OF THE SITE. PERMITTEES MUST CONTAIN RUNOFF FROM THE WASHING AREA INA SEDIMENT BASIN OR OTHER SIMILARLY EFFECTIVE CONTROLS AND MUST DISPOSE WASTE FROM THE WASHING ACTIVITY PROPERLY. PERMITTEES MUST PROPERLY USE AND STORE SOAPS, DETERGENTS, OR SOLVENTS. B. PERMITTEES MUST PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLID WASTES GENERATED BY WASHOUT OPERATIONS (E.G., CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS AND OTHER CONSTRUCTION MATERIALS) RELATED TO THE CONSTRUCTION ACTIVITY. PERMITTEES MUST PREVENT LIQUID AND SOLID WASHOUT WASTES FROM CONTACTING THE GROUND AND MUST DESIGN THE CONTAINMENT SO IT DOES NOT RESULT IN RUNOFF FROM THE WASHOUT OPERATIONS OR AREAS. PERMITTEES MUST PROPERLY DISPOSE LIQUID AND SOLID WASTES IN COMPLIANCE WITH MPCA RULES. PERMITTEES MUST INSTALL A SIGN INDICATING THE LOCATION OF THE WASHOUT FACILITY. PERMIT TERMINATION (SECTION 4 AND SECTION 13): 1. PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER ALL TERMINATION CONDITIONS LISTED IN SECTION 13 ARE COMPLETE 2. PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER SELLING OR OTHERWISE LEGALLY TRANSFERRING THE ENTIRE SITE, INCLUDING PERMIT RESPONSIBILITY FOR ROADS (E.G., STREET SWEEPING) AND STORMWATER INFRASTRUCTURE FINAL CLEAN OUT, OR TRANSFERRING PORTIONS OF A SITE TO ANOTHER PARTY. THE PERMITTEES' COVERAGE UNDER THIS PERMIT TERMINATES AT MIDNIGHT ON THE SUBMISSION DATE OF THE NOT. 3. PERMITTEES MUST COMPLETE ALL CONSTRUCTION ACTIVITY AND MUST INSTALL PERMANENT COVER OVER ALL AREAS PRIOR TO SUBMITTING THE NOT. VEGETATIVE COVER MUST CONSIST OFA UNIFORM PERENNIAL VEGETATION WITH A DENSITY OF 70 PERCENT OF ITS EXPECTED FINAL GROWTH. VEGETATION IS NOT REQUIRED WHERE THE FUNCTION OFA SPECIFIC AREA DICTATES NO VEGETATION, SUCH AS IMPERVIOUS SURFACES OR THE BASE OFA SAND FILTER. 4. PERMITTEES MUST CLEAN THE PERMANENT STORMWATER TREATMENT SYSTEM OF ANY ACCUMULATED SEDIMENT AND MUST ENSURE THE SYSTEM MEETS ALL APPLICABLE REQUIREMENTS IN SECTION 15 THROUGH 19 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 CONTROL BMPS PRIOR TO SUBMITTING THE NOT. PERMITTEES MAY LEAVE BMPS DESIGNED TO DECOMPOSE ON-SITE IN PLACE. 7. FOR RESIDENTIAL CONSTRUCTION ONLY, PERMIT COVERAGE TERMINATES ON INDIVIDUAL LOTS IF THE STRUCTURES ARE FINISHED AND TEMPORARY EROSION PREVENTION AND DOWNGRADIENT PERIMETER CONTROL IS COMPLETE, THE RESIDENCE SELLS TO THE HOMEOWNER, AND THE PERMITTEE DISTRIBUTES THE MPCA'S HOMEOWNER FACT SHEET TO THE HOMEOWNER. 8. FOR CONSTRUCTION PROJECTS ON AGRICULTURAL LAND (E.G., PIPELINES ACROSS CROPLAND), PERMITTEES MUST RETURN THE DISTURBED LAND TO ITS PRECONSTRUCTION AGRICULTURAL USE PRIOR TO SUBMITTING THE NOT. SEED NOTES: ALL SEED MIXES AND APPLICATION SHALL BE IN ACCORDANCE WITH THE MNDOT SEEDING MANUAL. GENERAL RECOMMENDATIONS: THE CONTRACTOR IS RESPONSIBLE TO SALVAGE AND PRESERVE EXISTING TOPSOIL NECESSARY FOR FINAL STABILIZATION AND TO ALSO MINIMIZE COMPACTION IN ALL LANDSCAPE AREAS. IMMEDIATELY BEFORE SEEDING THE 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 ATA SEEDING RATE OF 100 LBS/ACRE. MULCH • IMMEDIATELY AFTER SEEDING, WITHIN 24 HOURS, MNDOT TYPE 1 MULCH SHOULD BE APPLIED TO PROTECT AND ENHANCE SEED GERMINATION. MULCH SHALL BE APPLIED AT 90% COVERAGE (2 TONS PER ACRE OF STRAW MULCH) SLOPES • 3:1 (HORIZNERT.) 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. D.Varter EFVErrt. or Pnek. t %we En CivilSite G II 0 LE I. c.v,IEngHeering • Suwey;n0 • Landscape A•ch4ecture 5000 Glenwood Avenue Golden Veday, MN 55422 clvilelteg roup.com 612-615-0050 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT IAM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA Robert A. Latta DATE 3/11124 LICENSE NO. 59612 DATE DATE ISSUE/SUBMITTAL SUMMARY SWPPP - NARRATIVE SW1.3 COMUGHT2023.11.5. GROW InC REVISION SUMMARY DESCRIPTOR DESCRIPTION Ott 61191111117. Planning Division Submitted 03-11-2024 'E 480 (141kec.) 2' CP O O - 4-1 0 z iereer RIberf.Ti-HAR. ret U - 30 15 0 15 30 60 15/1 SCALE IN FEET UTILITY VAULT UTILITY MANHOLE ELECTRICAL OUTLET HAND HOLE BOLLARD FLAG POLE FUEL TANK HANDICAP SYMBOL LIGHT POLE MAIL BOX SIGN CONIFEROUS TREE Cr DECIDUOUS TREE 0 13.1 DEO o-- .1.11.17 lr...2..11 333 Washington Avenue N, #210, Minneapolis, Minnesota 55401 DJR Architecture, Inc. LI I HEREBY CERTIFY THATTHIS SURVEY. PLAN, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT IAM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. RORY L. SYIQSTELIEN DATE 10-27-2023 LICENSE AO 44565 QNQC FIELD CREW DRAWN BY REVIEWED BY UPDATED BY OHMS DS CJ AIN VICINITY MAP REVISION SUMMARY DESCRIPTION DATE PROJECT NO.: 23365.00 ALTA/NSPS LAND TITLE SURVEY V1 . 0 ',.../I.ArT11151.111 am cra.sive Parcel 2: Reciprocal Ucense Agreement dated April 21, 1982, recorded April 21, 1982, as Document No. 4712170, in the Office of the County Recorder, Hennepin County, Minnesota. (Abstract Property) GENERAL SURVEY NOTES 1. Bearings are based on the Hennepin County County Coordinate System (1986 Adjustment). 2. Elevations are based on the NGV11 29 Datum. Site Benchmark is the top nut of the fire hydrant located on the west side of Metro Blvd, approximately 135 feet north of the southeast corner of the subject property, as shown hereon. Elevation w 831.32 3. We have shown the location of utilities to the best of our ability based on observed evidence together with evidence from the following sources: plans obtained from utility companies, plans provided by client, markings by utility companies and other appropriate sources. We have used this Information to develop a view of the underground utilities for this site. However, lacking excavation, the exact location of underground features cannot be accurately, completely and reliably depicted. Where additional or more detailed information is required, the client is advised that excavation may be necessary. Also, please note that seasonal conditions may Inhibit our ability to visibly observe all the utilities located on the subject property. ALTA/NSPS LAND TITLE SURVEY NOTES (numbered per Table A) 1. Monuments placed and/or found at all major comers of the boundary of the surveyed property as shown hereon. 2. Site Address: 7300 Metro Boulevard, Edina, Minnesota 55939. 3. 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. 27053C0451F, effective date of November 4, 2016. 4. The Gross land area Is 238,321 +/- square feet or 5.471 +/- acres. 7. (a) Exterior dimensions of buildings at ground level as shown hereon. 8. Substantial features observed in the process of conducting the fieldwork as shown hereon. Please note that seasonal conditions may inhibit our ability to visibly observed all site features located on the subject property. 9. The number of striped parking stalls on this site are as follows: 465 Regular + 9 Handicap = 474 Total Parking Stalls. 13. The names of the adjoining owners of the platted lands, as shown hereon, are based on information obtained from the Hennepin County Interactive Property Map. SURVEY REPORT 1. This map and report was prepared with the benefit of a Commitment for Title Insurance issued by First American Title Insurance Company, File No. NCS-1192508-MPLS, dated September 17, 2023. We note the following with regards to Schedule B II Exceptions of the herein referenced The Commitment: a. Item no.'s 1-11, 14 and 17-21 are not survey related. b. The following are numbered per the referenced Title Commitment: [12]. Drainage and utility easements as shown on the recorded plat of One Corporate Center Phase 3 recorded December 4, 1979, as Document No. 4526595. Easement as shown hereon along the easterly 10 feet of the subject property. [13]. Easement for drainage and utility purposes in favor of the City of Edina, a Minnesota municipal corporation and the terms and provisions as mntaffied in Easement dated December 12, 1980, recorded January 6, 1981 as Document No. 4615678. 10 foot wide easement is depicted heron in the southwest portion of the subject property. [15]. Easement for the provision of cable communications and other services and access rights in favor of the Minneapolis Division of Time Warner Cable Inc., doing business as lime Warner Cable and the terms, conditions and provisions as contained in Easement For Cable/Telecommunications Services dated January 21, 2004, recorded February 15, 2006, as Document No. 8749497. The Easement affects the subject property. The Easement Is blanket in nature and cannot be depicted hereon. [16]. Terms, conditions, provisions, covenants and agreements as contained in Reciprocal License Agreement dated April 21, 1982, recorded April 21, 1982, as Document No. 4712170. Agreement BUOY/5 for free and unrestricted flow of vehicular or pedestrian traffic over the common boundary line between the subject property and the adjacent property to the west. 2. Conflicts such as (but not limited to): encroachments, protrusions, access, occupation, and easements and/or servitudes: (A]. There is an apparent cross access between the subject property and the adjacent property to the north, as shown hereon near the northwest corner of the subject property. We have not been provided with documentation for said cross access. (B). There is an apparent pedestrian access across the north line of the subject property, as shown hereon. We have not been provided with documentation for said pedestrian access. [C]. There is an apparent pedestrian access across the south line of the subject property, as shown hereon. We have not been provided with documentation for said pedestrian access. ALTA CERTIFICATION To: Won Huh LLC, a Minnesota limited liability company; Revitalize OCC, LLC, a Minnesota limited liability company; Emerald City Capital, LLC, a Wyoming limited liability company; and First American Title Insurance Company: This Is to certify that this map or plat and the survey on which It Is based were made In accordance with the 2021 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NIPS, and Includes Items 1, 2, 3, 4, 7(a), 13, 9, and 13 of Table A thereof. The fieldwork was completed on 10-20-2023. Dated this 27th day of October, 2 s :3,35.8n-en mlnob iturntneoe-FAR:Ino Ol.24.61 SUN cSAPLINCv .T.PIDI-11911621Z4Q0 PPPLVflifil • ........... pn le 0.3.1.21 16 I - t 2G wLVL ICA.K.27 aaN r V II frsi •Ini4111.1.30tE Flt.112145 lap Ir., Mt! 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LINE (RECORD) O GASMAIN ---0----5 GASMAIN (RECORD) —011 — OVERHEAD UTILITIES SANITARY SEWER --->-----> SANITARY SEWER (RECORD) — >> — STORM SEWER STORM SEWER (RECORD) • TELEPHONE UNE TELEPHONE UNE (RECORD) • WATERMAIN WATERMAIN (RECORD) CHAINUNK FENCELIKE WOODEN FENCELINE GUARDRAIL ACCESS RESTRICTION CONCRETE SURFACE PAVER SURFACE BITUMINOUS SURFACE GRAVEL/IANDSCAPE SURFACE I;51 AIR CONDITIONER gi CABLE TV BOX ID ELECTRIC MANHOLE • ELECTRIC TRANSFORMER O ELECTRICAL METER O FIBER/COMM. MANHOLE '0.. POWER POLE GUY WIRE O GAS METER • GAS MANHOLE WO GAS VALVE 81 ROOF DRAIN • SEWER CLEAN OUT (S) SANITARY MANHOLE • STORM MANHOLE ei CATCH BASIN 4) FLARED END SECTION [3] TELEPHONE BOX •S13 SOIL BORING 1:1, TELEPHONE MANHOLE • FOUND IRON MONUMENT IS TRAFFIC SIGNAL 0 SET OR TO BE SET IRON MONUMENT HYDRANT 0 CAST IRON MONUMENT A FIRE CONNECTION O POST INDICATOR VALVE O WATER MANHOLE X WATER VALVE • WELL .73 fr. ... 4- 'A • - lc - - - - -1. . ..... .2.. :4 . x . . ..x. , •x. _ ....,_ -- ..... . .... ............. Linetype & Symbol Legend ift-Cp 8- Rce (Per 146c.) f9P1V("tcayji TIT IMO mu USW sraw-1 X mos —820—• FIRR7 .1k coil 589'42'25"W 493.13 ROO PCdtSVfdBAccISS':/1l4rggs:7400Me(io-BouInV~M:: _• 1C.4.211. 2r Old= 1.1211 gyy iic1T/2-Iiibfaren RAMI.19839 :A 6 :-6 Path nu ... Stone. tRifl Riitiq z -et ...... ..... ... — I L . .. . . . ....... -'24..CMP-(Per DESCRIPTION OF PROPERTY SURVEYED Parcel 1: Lot 1, Block 1, Corporate Center Phase 3, according to the recorded plat thereof, Hennepin County, Minnesota. A c'• • • =MM. NM =1==== In CivilSite R O U R C 1111 Engnoodng • Surveying • landscape Archtecluro 5000 Glenwood Avenue Golden Valley, MN 55422 clvllsllo9loup.com 612.615-0060 7300 Metro Boulevard, Edina, Minnesota 55439 a 4- 4C3 Edina Denta Planning Division Submitted 03-11-2024 CivilSite G R O IJ ,,,tEncineoring • suneying • Landscape ArcNtedure 5000 GSenveocd Avenue Golden Valley, MN 55022 civirsitegrOup.COM 612-6158060 PROPERTY DESCRIPTION: Lot 1, Block 1, Corporate Center Phase 3, according to the recorded plat thereof, 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-1192508-MPLS, dated September 17, 2023. DATE OF PREPARATION: 03-05.2024 Please note background survey information is per a surrey by CMI Site Group dated 10-27-2023 (Revised 2/15.2024) APPLICANT: Hempel Real Estate Brent Jacobson 612-355-2609 bjacobsongthempelcompanles.corn 1005 Crosstown Cir, Suite 600, Eden Prairie, MN 55349 r BENCHMARKS: The Benchmark is the top nut of the Fire hydrant located on the west side of Metro Blvd, approximately 135 feet north of the southeast corner of the subject property, as shown hereon. Elevation rx 831.32 Feet (NGVD29) AREAS: Proposed Lot 1 = 207,802 Sq. FL or 4.770 Acres Proposed Lot 2 = 30,519 Sq. FL or 0.701 Acres Total Property Al. = 238,321 Sq. FL or 5.471 Acres ry 6 Story Concrete Building Foundation Area = 19,783 41- 54. Ft. ,‘/ 589°42'25"W 493.53 PRELIMINARY PLAT: EDINA ENDODONTICS - ., ------ --- - . - -.-... .. -.-....- ----- " --- -,. .ra ............:... . ... • ...... .. . . .. : or . ......... . ... .... , .. ..... .. FLOOD 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. 27053C0451F, effective date of November 4, 2016. Rory L. Synstellen rory@civilsitegroup.corn I HEREBY CERTIFY THAT THIS SURVEY. PLAN, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A CULT LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. vtetariP;arirrigier:- RORY ELIEN DATE 3-11-2024 LICENSE R0. 44565 FIELD CREW DRAWN BY REVIEWED BY UPDATED BY ELECTRIC UNE ---E--- —E— — ELECTRIC UNE (RECORD) FIBER/COMM. LINE ---F----F FIBER/COMM. LINE (RECORD) O GASMAN( ---0----0 GASMAIN (RECORD) —OH — OVEFUYEAD UTILITIES SANITARY SEWER -->---> SANITARY SEWER (RECORD) — >> — STORM SEWER —05—.2 STORM SEWER (RECORD) TELEPHONE UNE ---T----T TELEPHONE UNE (RECORD) • WATERMAIN wATERMAIN (RECORD) 54 CHAINLINK FENCEUNE —CI— WOODEN FENCEUNE —0-0— GUARDRAIL AIR CONDITIONER CABLE TV BOX ELECTRIC MANHOLE ELECTRIC TRANSFORMER ELECTRICAL METER FIBER/COMM. MANHOLE POWER POLE GUY WIRE GAS METER GAS MANHOLE GAS VALVE ROOF DRAIN SEWER CLEAN OUT SANITARY MANHOLE STORM MANHOLE CATCH BASIN FLARED END SECTION TELEPHONE BOX TELEPHONE MANHOLE TRAFFIC SIGNAL HYDRANT FIRE CONNECTION POST INDICATOR VALVE WATER MANHOLE WATER VALVE WELL UTILITY VAULT UTILITY MANHOLE ELECTRICAL OUTLET HAND HOLE BOLLARD FLAG POLE FUEL TANK HANDICAP SYMBOL LIGHT POLE MAIL BOX SIGN CONIFEROUS TREE DECIDUOUS TREE SOIL BORING FOUND IRON MONUMENT SET OR TO BE SET IRON MONUMENT CAST IRON MONUMENT Planning Division Submitted 03-11-2024 \-- -...=11111•1111101111, 14'-8' TRAINING WAITING 10'8' 35/8' 4'-7. 3 8° 10'-8. 5/8° 10'-8 35/8"10'-8° 35/8" 10'8" 25'-93/8" RESTROOM GARAGE IMAGING 110 STERILIZATION RtSTRODM 3 8" 7'0" 1T-0° HALLWAY HALLWAY BREAK ROOM OFFICE 2 5 5/8° 5T11010 10'8" OPERMORY 5 5"7 1/8"----3 /8' MECH 35/8" OPERATOR'16 TD 8 35/8 OPERATORY 8 35/8" 10'8° 35/8" OPERATORY 7 LAUNDRY OFFICE MANAGER RES(R00 4 14.-81 3'-67/2/ 3' / 3'-61/ 4'-0' 16'-0" 33'-4 91Y-8' 30-9"31 32"9" 27'-4' E 0 rAM FLOOR PLAN - LEVEL 1 3/16" =1'-0° HURON B'-43/8 RECEPTION / BUS MESS 14'-93/4" 35/8° 4.-7° 3 8" EDINA ENDODONTIC EDINA, MI/ 23-147.011 LOCKERS 4" 1' SCHEMATIC PLAN ID) R 12M-12" 27'4' 32'9' 31'2" 18"4" 21 4'-8' 3' 7,-4. 2 2O'-0° 6' 3'-67/2" / 3'7" / 3' 3' 3'-61/2' CONCEPT DESIGN 3/11124 VESTIBULE OFFICE OPERATORY 4 OPERATORY 3 OPERATOR? 2 OPERATOR? 1 D.F. RESTROOM Planning Division Submitted 03-11-2024 III_IT J-TTI".ILIIIIII.1 11 , 1_11.11111I1 -11___1_111 if I jiprpufrikiRinT. I 1 1 -I IIIF- 1F I _I_ 1 T" ' I -1-- -'1. "IF A T II- TILT LITTLIT I I 1-=-F 111 -1-111_1-11 -litlI1 I11_11111 -'1.II1„1 ! 1 r Tt -T--iltIllm- i - ITTI _111111till -GILT TIT TIT TIT TT:. .1:1-11.1. IL .TIL. LT _I I _I_1_ 1 1. 1 1 1 ---E- 17- a_ _r_ a_ .1 I_ 1. I -I 1 1 1 I I - - -I r -I 1 1 -1- I -1 • [ _r_ - =1=1-i-1 - ---- ------ --Er--_1----f---'- '--T-IT—T- I 1- 1 I 1. I I I 1 1 1 _1 1_ I 7,"--"Ej- .1_ _I 1 H. If "-II "IF - IFFIT-1T-------1--"--1-111" ----1-- ---Fral . . DJ R REFINISHED METAL PARAPET C.AP MOD LOOK METAL PANEL PINODIZED ALUM NUM CANON DARK BROW STONE (DOLOR I) /MOORED ALUEINUM STOREFRONT DARK BRONZE OIL BLOCK KOMI) STONE (COHERE) LEVELS 1 1 I 1 , I 1 1-__1_ _I -I-111 1 II -Ill-III -I IILLIII__IIIIIIIII 11'11 IIII1__1111 -11_1 1.1.111111111 -1-IIIF,-T -I! I _III.1111111I1_111 '11.11I11I1-1I11 1 1 1 [ -IiTI11.1 i- 1 i I I r T i --r-- -t- - i I --I- i 1 _ - r -- -1 -- -7 T -ir . IF.- I II-LTJ-1---1-1- ' F L i 1--.1-1- FIFIIIII !1111'11 1111-1111 ----------- ------- _!. Jr. I_ :LI : IL .i. II. I_ LI . _ _I 1 ....I -. - -TLTITL: I ILTIIT 1(...,TI__r_I u_ L _ I ....t I i I 1 __I i . I i I I 1 1- ! -I j - ,..-1--,,_ 17!--_-T JH _L ' 1 - T- IT, .1' IL' . . - I ir _I 1 1 .1 1! ! r ai I ---1 I , I I , 1 ,. 1.-- 1._ la.-I.,---',.1: r, 1 -T,LL si Q SOUTH EXTERIOR ELEVATION 3/16" =1'-O" 1 ANNODIZED M11.11,11NINFASCIA DARK BRONZE 1 7, CONCEPT DESIGN 3/11/24 SIG.GEBI SUPPLIER ANNODVED ALUMINUM CANE*, DARK BRONZE STONE (COHORT) ANNODIZEDAIUMINUEI STOREFRONT CURTTOTONTLL- DARK BRONZE TF H 1 1 I 1 I 1. 1 —r_L' LT - Tt j j j t'r -it I I I I Mr- —1lfTLE1•=11117::' Gr_r11 T 1 F 1 II• PREFOOSHEOHETAL PARAPET [AP WOOD LOOK METAL PANEL INOOLIEDALUEONE/ICANEN OAR K ORE NT E MANUFACTURED STONE (COLOR 3) NA) 50 0 VEO T A.UHIN N STOREFRONT ARE055 K N SILL BLOCK TOTER 1 ) STONE ICE LOP SI LEVEL 1 EDINA ENDODONTIC 13-147.15 O NORTH EXTERIOR ELEVATION 3/16" = 1 '-0" E3 AN500 VE0 ALUMINUM FASCIA OAR K BRE ST E 'ar-L-rua'artrr--` 1 1 1-1--r-1--Tra'allau -H'-i----1-_-"---T-I 1 'l 1 I„, ,1, ! -I jjI ji_IJ 1 1 1 , I-1 _17 1 1 1 L , 1 !!L 1 I 1 -1 i 1 I_ _L j II I I 1- T "1-L-F-------i--------T-- -1, I A __I 1 El 11 Li.71 _Ir. Ir Li 1 11, LIT 1= 1= _II 1 1 I I .1'.. lir, I l l iti .1 r . i ] \ \ ii 1_ 1. ir_ Fi IF IITI . LIT TIT =LT LIT IIII. I. TT_ =TIT a TE I , 11_ 7I'"" 7 I- 1 , 1 F r, - --I u I 1 1 17 1 111- T 1 I. II L 1 I 1 I L 1. 1 1 ,=_I STONE (COLOR 71 -- ' ET _1_, I__.1 _L / -7-1 / :a , L_ 1T- [ IT I_L-1 -T T1, I L a I 1 .1____I r1__ _IF_ 1 _1 T / I J U T 1 ; L 1 2 -Li ...I. ,, r_ru .....r. 1 _T , .1. ±1. , ...i._ _..r. _um. PR EFINISHED METAL PARAPET CAP WOOD LOOK METAL PANEL I GE NS RE UtA NE TE 0 0 0 1. 0 1:1AL ANNEDIZED ALUMINUM CANON DARK BRONZE STONE (COLOR I) ANNODIZED ALUMINUM STOREFRONT OM BRONZE SILL BLOCK (COLOR I) f PRERNISMED METAL PARADE-7DR V,000 LOOK METAL PANEL---- ANNEDIZEO ALUMINUM CANOP1------ DARK BRONZE STONE (COLOR I) PEN0011 0ae tE , Dil UNINUEISTOREFRONT TART „,, SILL BLOEMEOLOR I) STONE (COLOR 21 LEVELSo ,$ [al IIt EXTERIOR ELEVATIONS 67.0 WEST EXTERIOR ELEVATION 3116” = QEAST EXTERIOR ELEVATION = V-0” 203111E.. • tt, Planning Division Submitted 03-11-2024 () Axon SW 0 Axon SE ID) R CONCEPT DESIGN 3/11/2024 EDINA ENDODONTIC EDINA PH 23-147.00 BUILDING EXTERIOR 0 Axon NW 0 Axon NE Planning Division Submitted 03-11-2024 EXTERIOR RENDERING 3.11.2024 DJ R @2024 OJR Site Plan Submittal - Edina Endodontic 7300 Metro Boulevard, Edina, MN 55439 23-147.00 Planning Division Submitted 03-11-2024 .r• _ telivimoswiAl DJR ©2024 DJR EXTERIOR RENDERING 3.11.2024 Site Plan Submittal - Edina Endodontic 7300 Metro Boulevard, Edina, MN 55439 23-147.00 Planning Division Submitted 03-11-2024 WOOD LOOK METAL PANEL - Longboard - Dark National Walnut STOREFRONT / CURTAINWALL / CANOPIES - Annodized Aluminum - Dark Bronze STONE (COLOR 1) - US Stone - Plaza Grey STONE (COLOR 2) - US Stone - Cottonwood MANUFACTURED STONE (COLOR 3) - Coronado Stone - Black Forest MATERIALS 3.11.2024 DJR ®2024 DJR Mfce Pkara Sullinadat - Edina Endodontic 7300 Metro Boulevard, Edina, MN 55439 23-147.00 Planning Division Submitted 03-11-2024 .00 — 71:111„ 7.t vlis,71 — • • 4.4t. e's MEM, =MIMI .11111.111111 SITE PHOTOS 3.11.2024 DJR 102024 DJR Site Ran SuiliihiAttat - Edina Endodontic 7300 Metro Boulevard, Edina, MN 55439 23-147.00 Planning Division Submitted 03-11-2024 5C1AB231'-0"18'-4"83'-8"21'-0"51'-0"124'-0"47'-4"6'-4"2'-8"20'-0"1'-0"25'-5 5/8"8"5'-7 1/8"3 5/8"10'-8"3 5/8"10'-8"3 5/8"10'-8"3 5/8"10'-8"3 5/8"10'-8"3 5/8"10'-8"11'-8"3 5/8"4'-7"3 5/8"12'-11 1/4"3 5/8"4'-7"3 5/8"11'-8"18'-4 3/8"3 5/8"4'-7"3 5/8"11'-6"3 5/8"10'-0"3 5/8"7'-0"3 5/8"4'-7"3 5/8"3 5/8"12'-8"10'-8"3 5/8"4'-7"3 5/8"10'-8"3 5/8"10'-8"3 5/8"10'-8"3 5/8"10'-8"TRAININGWAITINGSTERILIZATIONSTORAGERESTROOMRECEPTION / BUSINESSOPERATORY 3OPERATORY 1IMAGINGOFFICEOFFICERESTROOMOPERATORY 5OPERATORY 6OPERATORY 7 OPERATORY 8OFFICEHALLWAYBREAK ROOMVESTIBULEHALLWAYHALLWAYGARAGESTUDIOOFFICE MANAGER33'-4"90'-8"OPERATORY 2OPERATORY 44'-8"3'-4"4'-0"4'-0"4'-0"3'-4"4'-8"IT CLOSET1'-0"13'-0"37'-0"51'-0"8'-8"4'-0"8'-0"4'-0"8'-8"8'-0"3'-4"8'-4"3'-4"2'-0"10'-0"2'-0"RESTROOM27'-4"32'-9"32'-9"31'-2"25'-9 3/8"12'-8 3/8"3 5/8"11'-8 3/8"3 5/8"22'-7 3/4"18'-4"MECHRESTROOM5'-8"GAS STORAGEMOPD.F.4'-11 5/8"8'-10"14'-9 3/4"3'-6 1/2"3'-7"3'-7"3'-7"3'-7"3'-7"3'-7"3'-7"3'-7"3'-7"3'-7"3'-7"3'-7"3'-7"3'-6 1/2"51'-0"1'-9"19'-5 1/4"27'-9 3/4"2'-0"21'-2 1/4"29'-9 3/4"27'-4"32'-9"32'-9"31'-2"124'-0"LOCKERSLAUNDRYRESTROOM4'-0"4'-0"16'-0"4'-0"4'-0"5'-0"16'-4"3'-6 1/2"3'-7"3'-7"3'-7"3'-7"3'-7"3'-7"3'-7"3'-7"3'-7"3'-6 1/2"Copyright 2023 DJR Architecture, Inc.A1.0SCHEMATIC PLANEDINA, MNEDINAENDODONTIC23-147.003/11/24CONCEPT DESIGN3/16" = 1'-0"A1FLOOR PLAN -LEVEL 1N LEVEL 1100' -0"CAB22'-4 1/2"STONE (COLOR 2)SILL BLOCK (COLOR 1)ANNODIZED ALUMINUM STOREFRONT DARK BRONZESTONE (COLOR 1)ANNODIZED ALUMINUM CANOPYDARK BRONZEWOOD LOOK METAL PANELPREFINISHED METAL PARAPET CAPANNODIZED ALUMINUM FASCIADARK BRONZE20'-0"LEVEL 1100' -0"51234ANNODIZED ALUMINUM STOREFRONT / CURTAINWALL - DARK BRONZESTONE (COLOR 1)ANNODIZED ALUMINUM CANOPYDARK BRONZEANNODIZED ALUMINUM FASCIADARK BRONZESIGNAGE BY SUPPLIERSTONE (COLOR 2)SILL BLOCK (COLOR 1)ANNODIZED ALUMINUM CANOPYDARK BRONZEWOOD LOOK METAL PANELPREFINISHED METAL PARAPET CAPANNODIZED ALUMINUM STOREFRONT DARK BRONZEMANUFACTURED STONE (COLOR 3)17'-6"1'-6"LEVEL 1100' -0"CABSTONE (COLOR 2)SILL BLOCK (COLOR 1)ANNODIZED ALUMINUM STOREFRONT DARK BRONZESTONE (COLOR 1)ANNODIZED ALUMINUM CANOPYDARK BRONZEWOOD LOOK METAL PANELPREFINISHED METAL PARAPET CAPINSULATED METAL GARAGE DOOR19'-0"LEVEL 1100' -0"T.O. LOW PARAPET117' -0"5123419'-0"STONE (COLOR 2)SILL BLOCK (COLOR 1)ANNODIZED ALUMINUM CANOPYDARK BRONZEWOOD LOOK METAL PANELPREFINISHED METAL PARAPET CAPANNODIZED ALUMINUM STOREFRONT DARK BRONZESTONE (COLOR 1)Copyright 2023 DJR Architecture, Inc.A2.0EXTERIOR ELEVATIONSEDINA, MNEDINAENDODONTIC23-147.003/11/24CONCEPT DESIGN3/16" = 1'-0"A1EAST EXTERIOR ELEVATION3/16" = 1'-0"A2NORTH EXTERIOR ELEVATION3/16" = 1'-0"B1WEST EXTERIOR ELEVATION3/16" = 1'-0"A3SOUTH EXTERIOR ELEVATION Copyright 2023 DJR Architecture, Inc.A2.1BUILDING EXTERIOREDINA, MNEDINAENDODONTIC23-147.003/11/2024CONCEPT DESIGN13D View 123D View 243D View 433D View 35Axon NE6Axon NW7Axon SE8Axon SW [12] Drainage & Utility Easement Document No. 4526595 [13] Drainage & Utility EasementDocument No. 4615678 SignSignMonument Sign921717171722222224 181617171717222222222221PARCEL 1[16] Common Boundary betweenParties Named in Reciprocal LicenseAgreement Per Doc No. 4712170PID: 0911621240007Address:7300 Metro BoulevardPID: 0911621310013Address:7400 Metro BoulevardPID: 0911621240025Address: 7301 Ohms LaneOwner: lcm (lX) Occ Lp 6 Story Concrete BuildingFoundation Area = 19,783 +/- Sq. Ft.12" RCP15" RCP24" CMP (Per Rec.)18" RCP 1 5 " RC P 10" RCP(Per Rec.)12" RCP21" San. Sew.21" San. Sew.6" San. Serv.(Per Rec.)12" RCP18" RCP(Per Rec.)12" RCP18" RCP(Per Rec.)Bench BenchConcrete WalkwayConcrete WalkwayConcrete WalkwayConcrete StepsConcrete RampConcrete StepsConcrete StepsConcrete StepsMech.Equip.ConcreteConcrete OverhangOverhangPaversPaversStoneRetaining WallStoneRetaining WallKeystoneRetaining WallWood FenceBituminous Parking LotBituminous Parking LotBituminous Parking LotBituminous Parking LotBituminous Parking LotBituminousParking Lot BituminousParking Lot AccessLandscaping METRO BOULEVARD (A Public R/W) (Width Varies)8" WM (Per Rec.)12" WM (Per Rec.) 12" WM (Per Rec.) PARCEL 2 (MN STATE HWY NO . 100) Concrete Walk Concrete WalkConcrete Walk[C] ApparentPedestrian AccessLandscapingLandscaping Concrete Walk Concrete Walk Concrete Walk12" RCPFound 1/2 Inch IronPipe W/ Cap No. 19839Found 1/2 Inch IronPipe W/ Cap No. 19839 Found 1/2 Inch Iron Pipe W/ Cap No. 19839 Found 1/2 Inch IronPipe W/ Cap No. 19839SB-4SB-3SB-2SB-1100-YR FLOODPLAIN HWL = 827.80TRAINING WAITINGSTERILIZATIONSTORAGERESTROOMRECEPTION /BUSINESS OPERATORY 3OPERATORY 1 IMAG INGOFFICEOFFICE RESTROOMOPERATORY 5OPERATORY 6 OPERATORY 7OPERATORY 8OFFICE HALLWAY BREAKROOMVESTIBU LEHALLWAYHALLWAYGARAGESTUDIOOFFICEMANAGEROPERATORY 2OPERATORY 4IT CLOSETRESTROOMMECH RESTROOMGAS STORAGE MOPD.F. LOCKERS LAUNDRYRESTROOM35' BUILDING SETBACK20' BUILDING SETBACK20' PARKING SETBACK10' PARKING SETBACKNOPARKINGCONSTRUCTIONLIMITSSITE DATAZONING SUMMARYEXISTING ZONINGPOD-1 - PLANNED OFFICEPROPOSED ZONINGREQUIREDPROVIDEDBUILDING SETBACKSFRONT STREET35'REAR YARD20'SIDE STREET35'INTERIOR SIDE YARD20'PARKING SETBACKSFRONT - (FROM ROW)20'REAR10'SIDE10'REQUIREDPROVIDEDPARKING SUMMARYPARKING STALLDIMENSIONS8.5' X 18'COMPACT PARKINGSTALL DIMENSIONS7.5' X 16'DRIVE AISLEDIMENSIONS24'FIRE ACCESS ROADDIMENSIONSREQUIREDPROVIDEDPARKING STALLS -SURFACE23PARKING STALLS -GARAGEN/ACivil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cPROJECT PRELIM INARY :NOT FORCONSTRUCTION2023ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION03/11/2024CITY SUBMITTALDRAWN BYJRREVIEWED BYRLPROJECT MANAGERRLPROJECT NUMBER23365LICENSE 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.59612Robert A. Latta3/11/24EDINA DENTAL OFFICE 7300 METRO BOULEVARD, EDINA, MINNESOTA 55439 HEMPEL REAL ESTATE 10050 CROSSTOWN CIRCLE, SUITE 600, EDEN PRAIRIE, MN 55334SITE PLAN LEGEND:TRAFFIC DIRECTIONAL ARROW PAVEMENTMARKINGSSIGN AND POST ASSEMBLY. SHOP DRAWINGSREQUIRED.HC = ACCESSIBLE SIGNNP = NO PARKING FIRE LANEST = STOPCP = COMPACT CAR PARKING ONLYPROPERTY LINECURB AND GUTTER-SEE NOTES (T.O.) TIP OUTGUTTER WHERE APPLICABLE-SEE PLANLIGHT DUTY BITUMINOUS PAVEMENT (IFAPPLICABLE). SEE GEOTECHNICAL REPORTFOR AGGREGATE BASE & WEAR COURSEDEPTH, SEE DETAIL.HEAVY DUTY BITUMINOUS PAVEMENT (IFAPPLICABLE). SEE GEOTECHNICAL REPORTFOR AGGREGATE BASE & WEAR COURSEDEPTH, SEE DETAIL.CONSTRUCTION LIMITSTOCITY OF EDINA SITE SPECIFIC NOTES:1.RESERVED FOR CITY SPECIFIC SITE NOTES.ACCESSIBILITY ROUTE ARROW (IFAPPLICABLE) DO NOT PAINT.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 FRONT DOORVIA STANDARD COMMERCIAL DELIVERYVEHICLES (UPS, FED-EX, USPS).REVISION SUMMARYDATEDESCRIPTIONC2.0SITE PLAN -OVERALLSEE SHEET C0.1 FOR GENERALSITE NOTESKnow what'sbelow.before you dig.CallR01" = 20'-0"20'-0"10'-0"NOWNER INFORMATIONHEMPEL REAL ESTATE10050 CROSSTOWN CIRCLE, SUITE 600EDEN PRAIRIE, MN 55334BRENT JACOBSON612-355-2609BJACOBSON@HEMPELCOMPANIES.COM Site Existing Site File #193806824 March 19, 2024 DRAFT Prepared by: Stantec Consulting Services Inc. One Carlson Pkwy, #100 Plymouth, MN 55447 Phone: 7963-479-4200 Fax: 763-479-4242 Prepared for: City of Edina 4801 W. 50th Street Edina, MN 55424 Traffic and Parking Study for the Edina Endodontic Building in Edina, MN March 2024 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 ........................................................................... 5-1 6.0 PARKING ANALYSIS ......................................................................... 6-1 7.0 CONCLUSIONS AND RECOMMENDATIONS ......................................... 7-1 8.0 APPENDIX ........................................................................................ 8-1 FIGURES FIGURE 1 PROJECT LOCATION .................................................................. 2-2 FIGURE 2 SITE PLAN ................................................................................ 2-3 FIGURE 3 EXISTING CONDITIONS ............................................................. 3-2 FIGURE 4 WEEKDAY A.M. AND P.M. PEAK HOUR VOLUMES .......................... 4-3 I hereby certify that this report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. __________________________________ DATE: March 19, 2024 Edward F. Terhaar License No. 24441 March 2024 1-1 DRAFT 1.0 Executive Summary The purpose of this Traffic and Parking Study is to evaluate the impacts of the proposed Edina Endodontic dental office located at 7300 Metro Boulevard in Edina, MN. The proposed project location is currently part of the surface parking lot for the 7300 Metro Boulevard office building. This study examined weekday a.m. and p.m. peak hour traffic impacts of the proposed development at the following intersections: • W. 70th Street/Metro Boulevard • W. 74th Street/Metro Boulevard • Edina Industrial Boulevard/Metro Boulevard • Metro Boulevard/parking lot access The proposed project will involve construction of a new 6,300 square foot building for the dental clinic. The project includes 18 parking spaces immediately adjacent to the building. Existing parking for the 7300 Metro Boulevard office building will also be available. As shown in the site plan, the primary access will be provided at the existing parking lot access on Metro Boulevard. The project is expected to be completed in 2025. The conclusions drawn from the information and analyses presented in this report are as follows: • The proposed development is expected to add 20 trips during the a.m. peak hour, 25 trips during the p.m. peak hour, and 227 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. All movements and intersections operate at acceptable levels of service under all scenarios. No improvements are needed at the subject intersections to accommodate the proposed project. • Data provided in the ITE publication Parking Generation, 6th Edition, for Medical- Dental Office most closely matches the proposed facility. Based on the ITE data, the peak weekday parking demand is 17 spaces. Edina City code requires one space per 300 square feet of building space. This equates to 21 spaces. • Existing parking usage in the 7300 Metro Boulevard parking lot was recorded on three days, with the number of spaces available ranging from 177 to 196. The majority of the spaces used were located close to the office building, with minimal usage near the proposed building. The 18 parking spaces immediately adjacent to the building combined with available spaces in the remainder of the lot will accommodate the expected peak parking demand and the City code requirement. • Future plans for this area include a sidewalk on the east side of Metro Boulevard and a standard bike lane on Metro Boulevard south of W. 74th Street. The proposed project will benefit from the existing and proposed sidewalk and bicycle facilities in this area. March 2024 1-2 DRAFT • The project owner is encouraged to provide bicycle parking spaces to promote bicycle use. Outside racks for short-term parking are recommended for employees and facility users. • 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. March 2024 2-1 DRAFT 2.0 Purpose and Background The purpose of this Traffic and Parking Study is to evaluate the impacts of the proposed Edina Endodontic dental office located at 7300 Metro Boulevard in Edina, MN. The proposed project location is currently part of the surface parking lot for the 7300 Metro Boulevard office building. The project location is shown in Figure 1. This study examined weekday a.m. and p.m. peak hour traffic impacts of the proposed development at the following intersections: • W. 70th Street/Metro Boulevard • W. 74th Street/Metro Boulevard • Edina Industrial Blvd/Metro Boulevard • Metro Boulevard/parking lot access Proposed Development Characteristics The proposed project will involve construction of a new 6,300 square foot building for the dental clinic. The project includes 18 parking spaces immediately adjacent to the building. Existing parking for the 7300 Metro Boulevard office building will also be available. As shown in the site plan, the primary access will be provided at the existing parking lot access on Metro Boulevard. The project is expected to be completed in 2025. The current site plan is shown in Figure 2. March 2024 2-2 DRAFT March 2024 2-3 DRAFT March 2024 3-1 DRAFT 3.0 Existing Conditions The proposed project will be located in the southeast corner of the existing parking lot for the 7300 Metro Boulevard office building. The site is bounded by Metro Boulevard on the east and existing office uses and parking on the west, north, and south. Near the site location, Metro Boulevard is a two lane undivided roadway. Existing conditions at the proposed project location are shown in Figure 3 and described below. W. 70th Street/Metro Boulevard This four-way intersection is controlled with a traffic signal. The eastbound approach provides one left turn lane and one left turn/through/right turn lane. The westbound approach provides one left turn/through/right turn lane. The northbound approach provides one left turn/through lane and one through/right turn lane. The southbound approach provides one left turn/through lane and one right turn lane. Metro Boulevard/parking lot access This three-way intersection is controlled with a stop sign on the eastbound approach. The eastbound approach provides one left turn/right turn lane. The southbound approach provides one through/right turn lane. The northbound approach provides one left turn/through lane. W. 74th Street/Metro Boulevard This three-way intersection is controlled with a stop sign on the eastbound approach. The eastbound approach provides one left turn/right turn lane. The southbound approach provides through/right turn lane. The northbound approach provides one left turn/through lane. Edina Industrial Boulevard /Metro Boulevard This four-way intersection is controlled with a traffic signal. The eastbound and westbound approaches provide one left turn/through lane and one through/right turn lane. The northbound approach provides one left turn/through/right turn lane. The southbound approach provides one left turn lane and one through/right turn lane. Traffic Volume Data Weekday traffic volume data was recorded at the existing intersections in January, 2024. Existing traffic volume data is presented later in this report. March 2024 3-2 DRAFT March 2024 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 2025. Specifically, weekday a.m. and p.m. peak hour traffic forecasts were completed for the following scenarios: • 2024 Existing. Existing volumes were determined through traffic counts at the subject intersections. The existing volume information includes trips generated by the uses near the project site. • 2025 No-Build. Existing volumes at the subject intersections were increased by 1.0 percent per year to determine 2025 No-Build volumes. The 1.0 percent per year growth rate was calculated based on both recent growth experienced near the site and projected growth due to additional development in the area. • 2025 Build. Trips generated by the proposed development were added to the 2025 No-Build volumes to determine 2025 Build volumes. Trip Generation for Proposed Project Weekday a.m. and p.m. peak hour trip generation for the proposed development and existing uses to be removed were calculated based on data presented in the eleventh edition of Trip Generation, published by the Institute of Transportation Engineers (ITE). The resultant trip generation estimates are shown in Table 4-1. Table 4-1 Trip Generation for Proposed Project Use Size Weekday AM Peak Hour Weekday PM Peak Hour Weekday Daily In Out Total In Out Total Total Medical Office Building 6,300 SF 15 5 20 7 18 25 227 Note: SF=square feet As shown, the project adds 20 trips during the a.m. peak hour, 25 trips during the p.m. peak hour, and 227 trips daily. March 2024 4-2 DRAFT 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: • 45 percent to/from the north on Metro Boulevard • 5 percent to/from the west on W. 70th Street • 5 percent to/from the west on W. 74th Street • 10 percent to/from the west on Edina Industrial Boulevard • 35 percent to/from the east on Edina Industrial Boulevard 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 Figure 4. March 2024 4-3 DRAFT March 2024 5-1 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. 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. March 2024 5-2 DRAFT The LOS results for the study intersections are discussed below. 2024 Existing Weekday A.M. and P.M. Peak Hour LOS Results Intersection Traffic Control AM Peak Hour LOS PM Peak Hour LOS W. 70th Street/Metro Boulevard Signal B/C C/D Metro Boulevard/parking lot access EB stop A/A A/B W. 74th Street/Metro Boulevard EB stop A/B A/B Edina Industrial Blvd/Metro Blvd Signal A/C B/C Note: Level of service results presented with overall intersection LOS followed by worst movement LOS. During the a.m. peak hour, all intersections operate at LOS B or better and movements operate at LOS C or better. During the p.m. peak hour, all intersections operate at LOS C or better and movements operate at LOS D or better. 2025 No Build Weekday A.M. and P.M. Peak Hour LOS Results Intersection Traffic Control AM Peak Hour LOS PM Peak Hour LOS W. 70th Street/Metro Boulevard Signal B/C C/D Metro Boulevard/parking lot access EB stop A/A A/B W. 74th Street/Metro Boulevard EB stop A/B A/B Edina Industrial Blvd/Metro Blvd Signal A/C B/C Note: Level of service results presented with overall intersection LOS followed by worst movement LOS. During the a.m. peak hour, all intersections operate at LOS B or better and movements operate at LOS C or better. During the p.m. peak hour, all intersections operate at LOS C or better and movements operate at LOS D or better. 2025 Build Weekday A.M. and P.M. Peak Hour LOS Results Intersection Traffic Control AM Peak Hour LOS PM Peak Hour LOS W. 70th Street/Metro Boulevard Signal B/C C/D Metro Boulevard/parking lot access EB stop A/A A/B W. 74th Street/Metro Boulevard EB stop A/B A/B Edina Industrial Blvd/Metro Blvd Signal A/C B/C Note: Level of service results presented with overall intersection LOS followed by worst movement LOS. During the a.m. peak hour, all intersections operate at LOS B or better and movements operate at LOS C 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. All movements and intersections operate at acceptable levels of service under all scenarios. No improvements are needed at the subject intersections to accommodate the proposed project. March 2024 5-3 DRAFT Bicycle and Pedestrian Facilities Under existing conditions, no sidewalk is provided on either side of Metro Boulevard. Striped shoulders are provided on both sides of Metro Boulevard. The Nine Mile Creek Regional Trail is located immediately north of the site with a bridge connection over TH 100. Bicycles are allowed on all the surrounding streets. Future plans for this area include a sidewalk on the east side of Metro Boulevard and a standard bike lane on Metro Boulevard south of W. 74th Street. The proposed project will benefit from the existing and proposed sidewalk and bicycle facilities in this area. The project owner is encouraged to provide bicycle parking spaces to promote bicycle use. Outside racks for short-term parking are recommended for employees and facility users. Transit Facilities The subject site presently is served by the Metro Transit bus routes 6 and 540. Bus stops exist on Metro Boulevard and W. 74th Street. Travel Demand Management Plan (TDM) Per City requirements, a Travel Demand Management (TDM) plan is required for this project. The goal of the TDM plan is to reduce vehicular trips during peak hours and carbon emissions from vehicles. TDM strategies for this site include: • Providing maps that show the area bus routes and schedules. • Providing maps of bicycle and pedestrian facilities. • Providing information on starting and joining commuter programs. • Providing bicycle parking spaces for employees and facility users. The goal of the TDM plan is a 10 percent reduction in single occupant vehicle trips. The TDM plan strategies should be implemented at the time the project is complete and fully operational. March 2024 6-1 DRAFT 6.0 Parking Analysis The project includes 18 parking spaces immediately adjacent to the building. Existing parking for the 7300 Metro Boulevard office building will also be available. Parking data from the Institute of Transportation Engineers (ITE) was used to determine the expected parking demand for the proposed land use. Data provided in the ITE publication Parking Generation, 6th Edition, for Medical-Dental Office most closely matches the proposed facility. Based on the ITE data, the peak weekday parking demand is 17 spaces. Edina City code requires one space per 300 square feet of building space. This equates to 21 spaces. The existing parking lot on the south side of the 7300 Metro Boulevard office building has a total 237 spaces available. Parking usage was recorded on multiple days to determine the number of spaces that are currently used. The results are shown in Table 6-1. Table 6-1 Parking Usage for Lot on South Side of 7300 Metro Boulevard Building Date and Time Total Spaces Spaces Use Spaces Available Wednesday 2/14/24 9:20 a.m. 237 41 196 Thursday 2/22/24 1:50 p.m. 237 60 177 Thursday 3/14/24 11:20 a.m. 237 54 183 As shown in the table, the number of spaces available ranged from 177 to 196. The majority of the spaces used were located close to the office building, with minimal usage near the proposed building. The 18 parking spaces immediately adjacent to the building combined with available spaces in the remainder of the lot will accommodate the expected peak parking demand and the City code requirement. March 2024 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 add 20 trips during the a.m. peak hour, 25 trips during the p.m. peak hour, and 227 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. All movements and intersections operate at acceptable levels of service under all scenarios. No improvements are needed at the subject intersections to accommodate the proposed project. • Data provided in the ITE publication Parking Generation, 6th Edition, for Medical- Dental Office most closely matches the proposed facility. Based on the ITE data, the peak weekday parking demand is 17 spaces. Edina City code requires one space per 300 square feet of building space. This equates to 21 spaces. • Existing parking usage in the 7300 Metro Boulevard parking lot was recorded on three days, with the number of spaces available ranging from 177 to 196. The majority of the spaces used were located close to the office building, with minimal usage near the proposed building. The 18 parking spaces immediately adjacent to the building combined with available spaces in the remainder of the lot will accommodate the expected peak parking demand and the City code requirement. • Future plans for this area include a sidewalk on the east side of Metro Boulevard and a standard bike lane on Metro Boulevard south of W. 74th Street. The proposed project will benefit from the existing and proposed sidewalk and bicycle facilities in this area. • The project owner is encouraged to provide bicycle parking spaces to promote bicycle use. Outside racks for short-term parking are recommended for employees and facility users. • 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. March 2024 8-1 DRAFT 8.0 Appendix • Level of Service Worksheets EdinaMN.gov Site Plan with Variances and Subdivision 7300 Metro Boulevard –Dental Office Site Existing Site Sketch Plan Request Requires Site Plan Review. Variances: First floor ceiling height from 20 to 10 feet and side yard setback from 20 to 10 feet. Subdivision. Site Plan Primary Issues Are the Variances for first floor height and transparency justified? Primary Issues Variance Criteria Primary Issues Variance Criteria 1.The requested variances meet the variance criteria. 2.The intent of the side yard setback is to provide adequate spacing between buildings. The proposed dental office would allow for adequate space from the nearest building. The building to the south is setback further on the lot, 165 feet back from the street and is 60 feet back from the side lot line. The rear of the proposed dental office would be over 70 feet away. 3.These variances are reasonable given the distance separation from the closest building at over 70 feet. The reason for the request is that the building could be moved up closer to the street, as recommended in the sketch plan. With a closer setback to the side lot line, they are able to provide parking along the side of the building and not disturb the location of the existing drive-aisle. 4.The proposed use of the building is consistent with the Comprehensive Plan. 5.There are no buildings in this area with 20-foot first floor ceiling height. 6.Stantec conducted a traffic and parking study and concluded that the project would have minimal impact on existing roads and there would be adequate parking. Recommendation Close the in-person public hearing, keep public input open until Sunday, May 12, and continue action to the May 21, 2024, City Council meeting. Project Report Better Together Edina 7300 Metro Blvd., Edina Endodontics RESOLUTION NO. 2024-31 APPROVAL OF A SITE PLAN, VARIANCES AND SUBDIVISON AT 7300 METRO BOULEVARD FOR EDINA ENDODONTICS BE IT RESOLVED by the City Council of the City of Edina, Minnesota, as follows: Section 1. BACKGROUND. 1.01 Hempel Real Estate, on behalf of Edina Endodontics, is proposing to build a new 6,000 square foot dental office in the parking lot of 7300 Metro Boulevard. The existing site contains a 110,790 square foot office building that is served by a surface parking lot. The lot is 5.47 acres in size. The property is zoned Planned Office District, in which dental offices are a permitted use. 1.02 The property is legally described as follows: Lot 1, Block 1, One Corporate Center Phase 3, Hennepin County, Minnesota. 1.03 To accommodate the request, the following is requested: Site Plan Review. Variances: First floor ceiling height from 20 to 10 feet and side yard setback from 20 to 10 feet. Subdivision. 1.04 On April 11, 2024, the Planning Commission held a public hearing and recommended approval of the requests. Vote: 8 Ayes and 0 Nays. 1.05 On May 7, 2024, the City Council held a public hearing and considered the requests. 1.06 On May 21, 2024, the City Council approved the requests. Section 2. FINDINGS 2.01 Approval of the Site Plan is based on the following findings: 1. With the exception of the requested variances, the proposal meets all City Code requirements. 2. The requested variances meet the variance criteria outlined in Section 36-98 of the Edina City Code. 3. The intent of the side yard setback is to provide adequate spacing between buildings. The proposed dental office would allow for adequate space from the nearest building. The building RESOLUTION NO. 2024-31 Page 2 to the south is setback further on the lot, 165 feet back from the street and is 60 feet back from the side lot line. The rear of the proposed dental office would be over 70 feet away. 4. These variances are reasonable given the distance separation from the closest building at over 70 feet. The reason for the request is that the building could be moved up closer to the street, as recommended in the sketch plan. With a closer setback to the side lot line, they are able to provide parking along the side of the building and not disturb the location of the existing drive-aisle. 5. The proposed use of the building is consistent with the Comprehensive Plan. 6. There are no buildings in this area with 20-foot first floor ceiling height. 7. Stantec conducted a traffic and parking study and concluded that the project would have minimal impact on existing roads and there would be adequate parking. Section 3. APPROVAL NOW THEREFORE, it is hereby resolved by the City Council of the City of Edina, approves the Site Plan, Subdivision, building setback variance from 20 to 10 feet and first floor building height from 20 to 10 feet at 7300 Metro Boulevard. Approval is subject to the following conditions: 1. The Plan must be consistent with the Plans date stamped March 11, 2024. 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. Provision of code compliant bike racks for each use near the building entrances. 4. The Final Lighting Plan must meet all minimum requirements per Section 36-1260 of the City Code. 5. Roof-top mechanical equipment and ground level equipment must be screened per Section 36-1459 of the City Code. 6. Submit a copy of the Nine Mile Creek Watershed District permit. The City may require revisions to the approved plans to meet the district’s requirements. 7. Hours of construction must be consistent with City Code. 8. Compliance with all the conditions outlined in the city engineer’s memo dated April 2, 2024. 9. Park dedication fee of $4,900 shall be due at the time of building permit application. RESOLUTION NO. 2024-31 Page 3 10.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. Adopted by the City Council of the City of Edina, Minnesota, on May 21, 2024. 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 21st, 2024, and as recorded in the Minutes of said Regular Meeting. WITNESS my hand and seal of said City this ____ day of __________________, 2024. _________________________________ Sharon Allison, City Clerk Date: May 21, 2024 Agenda Item #: X.A. To:Mayor and City Council Item Type: Minutes From:Perry Vetter, Director Parks & Recreation Item Activity: Subject:Minutes: Parks & Recreation Commission April 8, 2024 Information CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: None, information only. INTRODUCTION: Receive minutes from the April 8, 2024 Parks & Recreation Commission meeting. ATTACHMENTS: Description Minutes: Parks & Recreation Commission April 8, 2024 Draft Minutes☐ Approved Minutes☒ Approved Date: 05/13/2024 Minutes City of Edina, Minnesota Edina Parks & Recreation Commission Braemar Golf Course April 8, 2024 7 p.m. I. Call to Order Chair Doscotch called the meeting to order at 7 p.m. II. Roll Call Answering roll call were Commissioners Doscotch, Kane, Luangrath, Pettit, Pfuhl, Spanhake, Weaver and Student Commissioners DiLorenzo and Holtey Commissioner Absent: Garazatua Commissioner Welsh arrived at 7:02 p.m. Staff Present: Staff Liaison Perry Vetter, Assistant Director Parks & Natural Resources Tom Swenson, Assistant Director Recreation & Facilities Tracy Petersen, Recreation Supervisor Nicole Gorman, General Manager of Braemar Arena & Field Jesse Buchholz, Assistant Manager Correy McConnach, and Administrative Coordinator Janet Canton III. Approval of Meeting Agenda Motion made by Pfuhl to approve the meeting agenda. Motion seconded by Weaver. Motion carried. IV. Approval of Meeting Minutes Motion made by Pfuhl to approve the March 12, 2024, minutes. Motion seconded by Spanhake. Motion carried. V. Special Recognitions and Presentations A. Welcome New Member to the Parks & Recreation Commission Chair Doscotch informed the Commission they will reschedule this item until the next meeting. Staff Liaison Vetter informed the commission that the newly appointed Commissioner Garazatua was on Military Reserve Duty during the last meeting, and he has since been required to go on Active Duty. B. Introduction of Braemar Arena & Field General Manager Assistant Director Petersen introduced Jesse Buchholz, the new General Manager of Braemar Arena & Field. General Manager Buchholz was introduced, and his credentials were given. The Commissioners were directed to their packets for additional information. General Manager Bucholz is now in his fifth week of employment. VI. Community Comment None Draft Minutes☐ Approved Minutes☒ Approved Date: 05/13/2024 VII. Reports/Recommendations A. Senior Center Update Assistant Director Petersen introduced Recreation Supervisor Nicole Gorman of the Edina Senior Center. Recreation Supervisor Gorman stated that there are nine programable spaces at the Senior Center, one shuffleboard area, and an aquarium. There are a total of six staff members at the Senior Center. Recreation Supervisor Gorman is the only full-time staff member. The other five staff members are part-time. Recreation Supervisor Gorman gave an overview of the services offered at the Senior Center. The operating hours are Monday through Friday from 8 a.m.- 4:30 p.m.; however, after-hour programming is often offered up until 8 p.m. and on Saturdays. B. Braemar Ice Arena & Field Facility Update General Manager Buchholz introduced Corey McConnach, the Assistant General Manager of Braemar Arena & Field. Assistant General Manager McConnach has been with the city for nine years, seven of which have been full-time. General Manager Buchholz stated that there are currently 110 staff members, most of which are part- time. There are approximately 500,000 people in the facility each year. There are three permanent ice sheets, and one seasonal rink that is functional from early November to mid-March. General Manager Buchholz gave an overview of the programs offered along with the management of equipment, noting the expansion/renovation project is a big focus right now. Assistant General Manager McConnach stated that the Braemar Dome season runs from the first week in November through the end of April. The day-to-day operations is supported with 12 part-time staff members and seven full-time staff members. The outdoor space is 17 acres, and the indoor space is 100,000 square-feet. There are approximately 100,000 visitors each year. Assistant General Manager McConnach stated that the staff is looking into some upgrading opportunities, they are reviewing and updating the emergency plans, and they have applied for some County grant money to repair and replace some equipment. A major challenge is the drainage system below the fields, and the severe weather we experience are not ideal for domes in general. The replacement cost for the turf alone would be approximately $500,000. C. 20024 Commission Work Plan Initiative 1.6.1 – Review and comment on Fred Richards Implementation. Staff Liaison Vetter stated that Parks Planner Rachel Finberg will be reaching out to the four Initiative Leaders soon to share the draft proposal requesting architectural services for the actual building. Parks Planner Finberg has also prepared a survey for Student Commissioner DeLorenzo to gather input from high school peers related to social and casual use of other space used around the community. Initiative 1.6.2 – Review and comment on Braemar Park Implementation. Staff Liaison Vetter stated that Parks Planner Finberg will be sharing information on the bid requests to build Draft Minutes☐ Approved Minutes☒ Approved Date: 05/13/2024 the mountain biking trails that were approved by the City Council. The next step is to review a contract for ongoing maintenance with MORC (Minnesota Off Road Cycling Federation). Initiative 1.6.3 – Review and comment on Braemar Arena Implementation. Staff Liaison Vetter stated that there is an owner’s representative for the arena group, and they are hoping to have architectural and engineering request proposals in April. Initiative 1.6.4 – Community Garden Study and Report. Chair Doscotch informed the Commission that Commissioners are coordinating a discussion with representation from the Energy Environment Commission, which had to be cancelled. The hope is to reschedule it for some time during the week of April 15. Student Commissioner Holtey gave a PowerPoint presentation on community gardens. The York Park Community Garden is in full utilization, and there is a wait list. School Gardens are popular and maintained by the students during the school year and during the summer, parents tend the School Gardens. In the Community Garden, a 10-foot by 10-foot plot is $40 to rent for the year, and a 10-foot by 15-foot plot is $50 to rent for the year. People who are current renters have priority over new- comers. Initiative 1.6.5 – Review and compare park shelter building amenities and function. Staff Liaison Vetter stated that he sent some information on comparable facilities in order to show what is available at the different locations. VIII. Chair and Member Comments Commissioner Kane brought up a concern for parking issues at the Braemar Golf Dome, which he feels are safety issues. Commissioner Kane asked whether some signage, additional lighting, or even flashing lights can be added? It was noted that currently there is consideration for expanding the parking and/or creating a trail head in that area. Staff will discuss with the Engineering Traffic Safety representative on any interim review that can occur. Commissioner Pettit brought up dog parks, noting Edina has only two, and asked what are the steps for removal/replacement for worn-out/damaged park chairs? Assistant Director Swenson indicated that the city does have a bench donation program. IX. Staff Comments A. Upcoming Meetings and Events Staff Liaison Vetter gave the following updates: There is a large project in process to remove buckthorn from 31 acres. This is a three- year process using grant money. The Parks & Recreation Commission May meeting will be held on Monday, May 13. The Edina Girls Fast Pitch will be coming with a special request. On Tuesday, May 21, 2024, there will be a Joint Work Session with the City Council. Attendance at this meeting is recommended, but not required. The meeting will begin at 5:30 p.m. Draft Minutes☐ Approved Minutes☒ Approved Date: 05/13/2024 In June the Parks & Recreation Commission meetings will return to Tuesdays. X. Adjournment Motion made by Spanhake to adjourn the April 8, 2024, meeting at 8:05 p.m. Motion seconded by Weaver. Meeting adjourned. Date: May 21, 2024 Agenda Item #: X.B. To:Mayor and City Council Item Type: Minutes From:Marisa Bayer, Sustainability Manager Item Activity: Subject:Minutes: Energy & Environment Commission, April 11, 2024 Information CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: None; information only. INTRODUCTION: Receive the April 11, 2024 minutes of the Energy & Environment Commission. ATTACHMENTS: Description EEC April 11, 2024 Meeting Minutes Agenda Energy and Environment Commission City Of Edina, Minnesota City Hall - Community Room Meeting will take place in person. Masks are optional. Thursday, April 11, 2024 7:00 PM I.Call To Order Chair Lukens called the meeting to order at 7:01 pm. II.Roll Call Answering roll call were Chair Lukens, Vice Chair Haugen, Dakane, Martinez Salgado, Schima, Bartholomew, Tessman, and student Commissioner Pugh. Absent: Commissioners Weber, Lanzas and student Commissioner Langsweirdt. III.Approval Of Meeting Agenda Motion by Hilda Martinez Salgado to Approve Agenda with the Addition of 2024 Workplan Discussion on Electric Vehicle Event under Reports/Recommendations. Seconded by John Haugen. Motion Carried. IV.Approval Of Meeting Minutes A.Minutes: Energy & Environment Commission, Mar 14, 2024 Motion by Tom Tessman to Approve Meeting Minutes. Seconded by Brooke Bartholomew. Motion Carried. V.Community Comment No Community Comment was received. During "Community Comment," the Board/Commission will invite residents to share relevant issues or concerns. Individuals must limit their comments to three minutes. The Chair may limit the number of speakers on the same issue in the interest of time and topic. Generally speaking, items that are elsewhere on tonight's agenda may not be addressed during Community Comment. Individuals should not expect the Chair or Board/Commission Members to respond to their comments tonight. Instead, the Board/Commission might refer the matter to staff for consideration at a future meeting. VI.Reports/Recommendations A.2024 Workplan: Green Business Outreach Program EEC received information on the Green Business Outreach Program, including the communications plan and how to recruit additional businesses to apply. The program is accepting applications April 21 through June 17, 2024. B.2024 Workplan: Tree Recognition Campaign EEC received information on the Tree Recognition Program, making suggestions to the application form, promotions plan, and timeline for the program launch. The work group and Staff will coordinate next steps. Vice-Chair Haugen and Commissioner Martinez Salgado volunteered to join the work group. Motion to Approve Tree Recognition Program Structure with Recommended Changes by Brooke Bartholomew. Seconded by Hilda Martinez Salgado. Motion Carried. C.2024 Workplan: Electric Vehicle Event EEC received information on the Electric Vehicle Event, confirming the event location and date, and discussing how to promote the event to solicit participants to showcase their vehicle and encourage residents to attend. VII.Chair And Member Comments Commissioners toured the SMSC Organics Recycling facility and reported a positive experience, discussing opportunities to increase participation in Edina. Commissioners requested an update from the City Manager on the Climate Action Plan. Staff confirmed that this update will happen at their May meeting. Commissioners noted the opportunity to provide feedback on the Tree Ordinance on Better Together and encouraged participation. VIII.Staff Comments Staff invited Commissioners to attend several events, including the Earth Day Proclamation at the April 16 City Council meeting, Electrify Everything Workshop on May 15, and a Resilient Yards Workshop on May 16. IX.Adjournment The EEC meeting ended at 8:29 pm. Motion by Tom Tessman to Adjourn. Seconded by John Haugen. Motion Carried. T he 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 72 hours in advance of the meeting. Date: May 21, 2024 Agenda Item #: XI.A. To:Mayor and City Council Item Type: Other From:Pa Thao, Finance Director Item Activity: Subject:Quarterly Financial Report Information CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: None. INTRODUCTION: The Q1 2024 Quarterly Financial Report is attached. ATTACHMENTS: Description Q1 2024 Quarterly Financial Report 1 City of Edina – Q1 2024 Summary of the City’s financial performance by fund for March YTD 2024 General Fund Revenues: Fines and Forfeitures - Revenue received from fines paid in court. Investment Income – $596K income received on investment income, excluding unrealized gains/losses. Unrealized gains/losses and Interest allocation booked at year-end, creating material year- over-year variance. Building Rental – Account is made up of Park and Cell Tower rental. Cell Tower rental in 2023 was understated. Property Taxes – No Property taxes payments received YTD. Property taxes are the primary revenue source and are received in June and December. Franchise Fees – Payments are recorded quarterly, Q1 payments received in Q2. Licenses & Permits - Building permit revenue fluctuates based on the number of permits and valuation year- over-year. March YTD 2024 is 405 permits with valuation of $117M, compared to 349 permits issued with valuation of $53M in March YTD 2023. Intergovernmental – CY received $3,750 for State Aid. Not much activity in Q1. Charges for Services – Services billed to other funds and external vendors. Expenses: Expenses – Salaries and Benefits below budget YTD. Generally, 25% of budgeted expenses are recognized each quarter. March YTD includes 6 payroll periods, which is 23% of total annual pay periods. Pay Period 7 (3/23/2024-3/31/2024) will be posted in April. Capital Outlay - Expense related to ARPA funded projects will be posted as expenses incurred in this account. Contributions & Transfers – CY, $37K Utility Contribution in, compared to PY, $34K Utility Contribution. YTD 2023 YTD 2024 2024 Budget % of Budget Revenues Fines and Forfeit 62,655$ 98,976$ 350,000$ 28% Investment Income 1,257,453 844,931 250,000 338% Building Rental 15,026 227,890 446,050 51% Property Taxes - - 43,744,165 0% Franchise Fees - - 1,100,000 0% Lodging Tax 41,125 3,879 20,000 19% Licenses & Permits 1,661,141 2,171,290 5,562,360 39% Intergovernmental 138,902 9,250 2,890,514 0% Charges for Services 1,451,920 2,229,829 6,402,096 35% Other Revenue 74,209 27,641 2,019,000 1% Total Revenues 4,702,430 5,613,686 62,784,185 9% Expenses Salaries (6,275,526) (6,352,366) (30,976,544) 21% Benefits (2,227,989) (2,678,759) (12,227,111) 22% Contractual Services (2,264,382) (1,881,058) (10,667,428) 18% Commodities (237,392) (149,319) (2,533,688) 6% Capital Outlay (43,474) (5,031) (374,554) 1% Internal Services (1,281,596) (1,491,540) (5,966,160) 25% Total Expenses (12,330,360) (12,558,073) (62,745,485) 20% Net Operating Income (Loss)(7,627,930) (6,944,387) 38,700 -17944% Non-Operating Rev/Exp Contrib & Transfers 34,153 37,102 (43,700) -85% Miscellaneous - Non Op 3,754 3,729 - N/A Total Non-Operating Rev/Exp 37,907 40,831 (43,700) -93% Net Income (Loss)(7,590,022)$ (6,903,556)$ (5,000)$ 138071% 2 Parks & Recreation Enterprises Financial cost recovery measures are included below. The measures include “Total Cost Recovery”, the percentage of operating costs recovered by enterprise generated revenue, and “Management Cost Recovery”, the percentage of controllable costs (excludes internal expenses and depreciation) recovered by enterprise generated revenue. Art Center Revenues and expenses are trending below Q1 2023 due to the art center building closure. As a result, class offerings are down, and overall activity has reduced. Activity is expected to change with a new art center. YTD 2023 YTD 2024 Budget 2024 % of Budget Revenues Admissions 19,629$ 12,128$ 120,000$ 10% Other Fees - 16 - N/A Total Revenues 19,629 12,144 120,000 10% Expenses Salaries 47,545 51,855 262,517 20% Benefits 11,434 13,485 61,560 22% Contractual Services 20,423 13,404 83,341 16% Commodities 6,430 4,520 26,000 17% Internal Services 16,171 13,662 54,648 25% Depreciation 1,500 1,419 - N/A Total Expenses 103,502 98,346 488,066 20% Net Operating Income (Loss)(83,873) (86,202) (368,066) 23% Non-Operating Rev/Exp Donations Non-Op 500 - - N/A Contrib & Transfers 385 - 300,000 0% Total Non-Operating Rev/Exp 885 - 304,000 0% Net Income (Loss)(82,988)$ (86,202)$ (64,066)$ 135% Total Cost Recovery 19%12%25% Management Cost Recovery 23%15%28% 3 Aquatic Center Aquatic Center is currently closed. 2024 season is June 6th through August 18th. Activity will increase significantly in Q2. Q1 2024 expenses are down $51K or 37% compared to Q1 2023. o Contractual services are down $9K due to netting replacements, pool grating and guard chair refurbishments, and sign repair expenses in Q1 2023. o Commodities are down $23K due to deck furniture and other purchases in Q1 2023. o Depreciation estimates are down $22K because of a change in the depreciation estimate calculation. Prior year depreciation estimates used budget totals and 2024 depreciation estimates use prior year actuals. 2020 data is not reflected in chart due to COVID driven aquatic center closure. YTD 2023 YTD 2024 Budget 2024 % of Budget Revenues Charges for Services 11$ -$ 4,500$ 0% Sales (193) (107) 155,000 0% Memberships - - 433,350 0% Admissions - - 475,000 0% Other Fees - - 1,000 0% Building Rental - - 81,100 0% Total Revenues (182) (107) 1,149,950 0% Expenses Cost of Sales & Srvc 1,221 - 76,000 0% Salaries 9,677 10,150 580,000 2% Benefits 3,381 3,671 100,766 4% Contractual Services 18,577 9,563 264,000 4% Commodities 22,748 131 139,400 0% Internal Services 10,796 13,263 53,052 25% Capital Outlay - - 102,000 0% Depreciation 72,501 50,628 - N/A Total Expenses 138,900 87,406 1,315,218 7% Net Operating Income (Loss)(139,082) (87,513) (165,268) 53% Non-Operating Rev/Exp Invmnt Inc Non-Op - - 48,000 0% Contrib & Transfers 1,452 1,471 17,000 9% Interest & Fiscal Charges (9,100) (7,400) (13,100) 56% Total Non-Operating Rev/Exp (7,648) (5,929) 51,900 -11% Net Income (Loss)(146,730)$ (93,442)$ (113,368)$ 82% Total Cost Recovery 0%0%87% Management Cost Recovery 0%0%90% 4 YTD 2023 YTD 2024 2024 Budget % of Budget Revenues Charges for Services 2,110$ 1,974$ 11,600$ 17% Sales 37,501 30,425 80,000 38% Memberships 54,764 43,014 150,000 29% Admissions 297,951 285,548 710,000 40% Other Fees 59,175 54,294 227,000 24% Building Rental 76,224 68,792 277,700 25% Lodging Tax 291 523 4,400 12% Total Revenues 528,016 484,570 1,460,700 33% Expenses Cost of Sales & Srvc 12,289 13,751 37,000 37% Salaries 143,931 161,705 886,051 18% Benefits 53,619 62,920 306,891 21% Contractual Services 94,922 91,422 376,809 24% Commodities 37,550 37,969 206,000 18% Internal Services 38,615 49,146 196,584 25% Depreciation 36,249 72,222 - N/A Total Expenses 417,174 489,135 2,009,335 24% Net Operating Income (Loss)110,842 (4,565) (548,635) 1% Non-Operating Rev/Exp Invmnt Inc Non-Op - - 10,000 0% Contrib & Transfers 4,919 7,452 17,000 44% Total Non-Operating Rev/Exp 4,919 7,452 27,000 28% Net Income (Loss)115,761$ 2,887$ (521,635)$ -1% Total Cost Recovery 127%99%73% Management Cost Recovery 152%131%80% Edinborough Park Daily admissions are down 12% or 4K in Q1 2024 as compared to Q1 2023. Q1 2024 revenues are down $46K or 9% compared to Q1 2023. o Memberships and Admissions are collectively down $24K or 6% as demand fluctuates. o Concession sales are down $7K largely because of the lingering impacts of the pandemic. Concessions are now only operating on weekends and occasional weekdays as demand and staffing needs have changed. o Building Rentals are down $7K or 10% due to a slight decrease in number of birthday parties in Q1 2024. Q1 2024 expenses are up $69K or 17% compared to Q1 2023. o Salaries and benefits are collectively up $27K or 13% compared to Q1 2023, however, they are trending as expected relative to the 2024 budget. o Depreciation estimates are up $36K because of a change in the depreciation estimate calculation. Prior year depreciation estimates used budget totals and 2024 depreciation estimates use prior year actuals. 5 Centennial Lakes Park Ice skating and sled rentals available during Q1 2024. Putting course, paddle boat rental and lawn bowling will open Q2 2024. Q1 2024 revenues are down $64K largely driven by equipment rental and sales revenues due to abnormally warm winter season and lack of safe ice to skate on. Q1 2024 expenses are up $37K or 15% compared to Q1 2023. o Commodities are up $11K or 174% due to early in the season purchases for golf course chemicals, park plants, and planting materials in 2024. o Depreciation estimates are up $33K or 355% because of a change in the depreciation estimate calculation. Prior year depreciation estimates used budget totals and 2024 depreciation estimates use prior year actuals. YTD 2023 YTD 2024 2024 Budget % of Budget Revenues Sales 11,941$ 1,828$ 30,000$ 6% Admissions - 3,500 700 500% Other Fees 76,728 87,713 595,000 15% Building Rental 60 8,631 92,500 9% Equipment Rental 80,219 13,037 182,500 7% Total Revenues 168,949 114,709 900,700 13% Expenses Cost of Sales & Srvc 3,159 862 15,000 6% Salaries 131,093 127,372 701,739 18% Benefits 34,488 46,392 215,999 21% Contractual Services 38,770 20,756 366,006 6% Commodities 6,590 18,037 141,750 13% Internal Services 33,145 38,676 154,704 25% Depreciation 9,249 42,105 - N/A Total Expenses 256,493 294,201 1,595,198 18% Net Operating Income (Loss)(87,545) (179,492) (694,498) 26% Non-Operating Rev/Exp Invmnt Inc Non-Op - - 9,000 0% Donations Non-Op 1,038 1,081 - N/A Contrib & Transfers 5,603 6,744 614,000 1% Sale of Property - 10,479 - N/A Total Non-Operating Rev/Exp 6,641 18,304 623,000 3% Net Income (Loss)(80,903)$ (161,188)$ (71,498)$ 225% Total Cost Recovery 66%39%56% Management Cost Recovery 77%54%60% 6 Braemar Arena Utilization represents hours scheduled out of total hours available. Prime vs non-prime is dependent upon the time of day and time of year, which is charged at differing rates. Arena prime ice hours utilization at 87% for 2024. Arena non-prime ice hours utilization at 59% for 2024. Q1 2024 revenues are down $101K or 12% compared to Q1 2023. o Charges for services are down $30K or 54% because of several outstanding receivables from main community organizations expected to be received in Q2. o Admissions are down $77K or 75%, also related to outstanding receivables. Q1 2024 expenses are up $149K or 21%. o Contractual services are up $89K or 50% because of contracted snow removal expenses and unexpected mechanical expenses in 2024. o Salaries and benefits collectively up $59K or 22% compared to Q1 2023, however, they are trending as expected relative to the 2024 budget. YTD 2023 YTD 2024 Budget 2024 % of Budget Revenues Charges for Services 56,485$ 26,037$ 105,000$ 25% Sales 100,568 111,707 312,500 36% Memberships - - - N/A Admissions 103,123 26,151 215,000 12% Other Fees 682 628 1,500 42% Building Rental 597,136 591,349 1,952,000 30% Equipment Rental 1,972 2,863 6,000 48% Total Revenues 859,966 758,735 2,592,000 29% Expenses Cost of Sales & Srvc 39,226 52,327 125,000 42% Salaries 213,982 255,322 1,108,155 23% Benefits 50,561 67,790 307,430 22% Contractual Services 177,192 266,113 1,161,299 23% Commodities 11,237 21,236 172,500 12% Internal Services 61,091 75,813 303,252 25% Depreciation 166,251 130,614 - N/A Total Expenses 719,540 869,216 3,177,636 27% Net Operating Income (Loss)140,427 (110,482) (585,636) 19% Non-Operating Rev/Exp Invmnt Inc Non-Op - - 13,000 0% Contrib & Transfers 11,868 14,464 400,000 4% Interest & Fiscal Charges (33,130) (9,390) (56,975) 16% Total Non-Operating Rev/Exp (21,262) 5,074 356,025 1% Net Income (Loss)119,165$ (105,408)$ (229,611)$ 46% Total Cost Recovery 120%87%82% Management Cost Recovery 170%112%89% 7 Braemar Field Utilization represents hours scheduled out of total hours available. Prime vs non-prime is dependent upon the time of day and time of year, which is charged at differing rates. Field prime hours utilization at 92% for 2024. Field non-prime hours utilization at 35% for 2024. Q1 2024 revenues are up $52K or 23% compared to Q1 2023, mostly related to increased facility rental use by local athletic associations. Q1 2024 expenses are up $820. o Salaries and benefits collectively up $8K or 23% compared to Q1 2023, however, they are trending as expected relative to the 2024 budget. o Contractual services are down $8K or 13% largely driven by a decrease in utilities expense partially offset by an increase in professional services, $10K, both dependent on demand and seasonality. YTD 2023 YTD 2024 2024 Budget % of Budget Revenues Admissions 16,828$ 14,585$ 30,000$ 49% Other Fees 244 128 500 26% Building Rental 210,162 264,833 535,000 50% Total Revenues 227,234 279,547 565,500 49% Expenses Salaries 29,068 36,119 149,836 24% Benefits 7,300 8,607 33,913 25% Contractual Services 61,108 53,047 200,782 26% Commodities 5,685 414 17,200 2% Internal Services 9,695 10,296 41,184 25% Depreciation 128,499 133,692 - N/A Total Expenses 241,355 242,174 442,915 55% Net Operating Income (Loss)(14,120) 37,372 122,585 30% Non-Operating Rev/Exp Invmnt Inc Non-Op - - 26,000 0% Contrib & Transfers 225 231 1,300 18% Total Non-Operating Rev/Exp 225 231 27,300 1% Net Income (Loss)(13,895)$ 37,604$ 149,885$ 25% Total Cost Recovery 94%115%128% Management Cost Recovery 220%283%140% 8 Braemar Golf Course & Dome Q1 2024 revenues are down $70K or 6% compared to Q1 2023. o Sales are up $42K from Q1 2023 due to increased golf club sales through manufacture fitting events. o Memberships are up $30K or 42% driven by the early spring weather. o Admissions are down $100K or 10% due to early spring weather and desire to golf outdoors. o Other fees are down $41K or 33% mostly related to a decrease in lessons which are largely based on user demand and offerings. Q1 2024 expenses are up $207K or 20%. o Cost of sales are up $54K largely due to increase in merchandise sales. o Salaries and benefits are collectively up $37K or 8% compared to Q1 2023, however, they are trending as expected relative to the 2024 budget. o Professional services are up $54K or 27% because of well repair, tree removal and uniform expenses. o Commodities are up $24K or 52% due to earlier purchasing of golf supplies in 2024. YTD 2023 YTD 2024 2024 Budget % of Budget Charges for Services 192$ 983$ 6,750$ 15% Sales 10,932 53,151 308,750 17% Memberships 71,040 101,093 270,000 37% Admissions 1,031,560 931,765 1,800,000 52% Other Fees 125,006 84,248 3,002,500 3% Building Rental 11,927 10,242 256,000 4% Equipment Rental (1,431) - 439,500 0% Total Revenues 1,249,225 1,181,483 6,083,500 19% Expenses Cost of Sales & Srvc 1,881 56,377 226,000 25% Salaries 367,950 389,336 2,050,850 19% Benefits 97,330 112,976 506,497 22% Contractual Services 197,059 250,907 916,100 27% Commodities 46,923 71,097 498,050 14% Equipment Rental - 2,200 7,500 29% Internal Services 83,533 125,739 502,956 25% Depreciation 225,999 221,427 - N/A Capital Outlay - - 203,006 0% Total Expenses 1,020,674 1,230,059 4,910,959 25% Net Operating Income (Loss)228,551 (48,576) 1,172,541 -4% Non-Operating Rev/Exp Invmnt Inc Non-Op - - 52,000 0% Contrib & Transfers 14,769 15,774 61,050 26% Miscellaneous Non-Op 106 - - N/A Interest & Fiscal Charges (122,372) (104,397) (211,969) 49% Total Non-Operating Rev/Exp (107,497) (88,623) (98,919) 90% Net Income (Loss)121,054$ (137,199)$ 1,073,622$ -13% Total Cost Recovery 122%96%124% Management Cost Recovery 172%131%136% Revenues 9 Liquor Southdale makes up 38% of total Q1 2024 sales, followed by Grandview, 37%, 50th & France, 21%, and E-Commerce, 3%. Q1 2024 revenues are down $113K or 4% compared to Q1 2023. o Sales are down $113K largely due to a decline in traffic. o Total number of transactions down 4% or $4K compared to Q1 2023. o Average transaction value is up slightly by $1.02. Q1 2024 expenses are down $213K or 8% compared to Q1 2023. o Cost of sales are down $323K or 17% due to a decrease in sales and improved product purchasing strategies. o Salaries and benefits are collectively up $44K or 8% compared to Q1 2023, however, they are trending as expected relative to the 2024 budget. o Contractual services are up $44K or 27% largely due to leadership training and coaching expenses in 2024. YTD 2023 YTD 2024 2024 Budget % of Budget Revenues Sales 2,823,581$ 2,709,820$ 14,793,345$ 18% Other Fees (658) 24 - N/A Total Revenues 2,822,923 2,709,844 14,793,345 18% Expenses Cost of Sales & Srvc 1,948,228 1,625,357 10,091,828 16% Salaries 416,479 441,089 1,942,333 23% Benefits 122,703 142,492 699,344 20% Contractual Services 161,777 205,540 640,371 32% Commodities 8,889 6,646 58,500 11% Internal Services 102,071 123,732 494,928 25% Depreciation 29,250 31,284 - N/A Capital Outlay - - 125,000 0% Total Expenses 2,789,397 2,576,141 14,052,304 18% Net Operating Income (Loss)33,525 133,702 741,041 18% Non-Operating Rev/Exp Invmnt Inc Non-Op - - 44,000 0% Contrib & Transfers 1,210 1,202 (994,820) 0% Miscellaneous Non-Op (177) - - N/A Total Non-Operating Rev/Exp 1,032 1,202 (950,820) 0% Net Income (Loss)34,558$ 134,905$ (209,779)$ -64% Total Cost Recovery 101%105%105% Management Cost Recovery 106%112%109% 10 Cost Recovery Cost recovery percentages indicate a facility’s ability to cover operating expenses with operating revenues. In 2018, the City established two cost calculations, Total Cost Recovery and Management Cost Recovery. Total Cost Recovery is calculated by dividing operating revenues by operating expenses. Operating revenues and expenses exclude non-operational items such as donations, investment income, bond interest and transfers. Management Cost Recovery is calculated by dividing operating revenues by operating expenses, which excludes depreciation, central services, and water/storm/sewer. The following charts represent total 2021, 2022, 2023, and YTD 2024 Total Cost Recovery and Management Cost Recovery percentages. Differences between quarterly results and annual results may be due to the timing of revenues and expenses. 11 Utility Fund • For 2024, Utility user rates were increased between 5-8% based on the recommendations from the utility rate study prepared by the City’s financial advisor, Ehlers. The full effect of the rate increases will become evident in Q2 since bills for January through March include usage from the prior year. • WAC/SAC Fees were increased by 3% and 22% respectfully per the utility rate study. These fees are dependent upon building permits and are budgeted conservatively. WAC/SAC fees in Q1 were $1.6M compared to PY Q1 of $106K. This increase is due to the issuance of the construction permit for the “Finch”, a new 276-unit apartment on 77th street next to Fred Richards Park. • Water meters reflect a change in the way meter charges are reported. In Q1 2023, meter charges were included in water charges. This change occurred in Q2 2023. This change was implemented to increase transparency. • Salaries and benefits are slightly below budget due to a reduction in overtime resulting from the unseasonably warm weather. 12 Utility Fund YTD 2023 YTD 2024 2024 Budget % of Budget Revenues Charges for Services -$ 506$ -$ N/A Water Charges 1,417,344 1,148,411 10,061,087 11% Water Meters 15,134 488,505 - N/A Water Penalty 23,977 22,241 24,100 92% Sewer Penalty 12,739 10,945 52,500 21% State Health Charges 33,894 33,975 105,000 32% Regular Recycling Charges 171,989 199,258 832,000 24% Sewer Charges 2,515,241 2,543,635 10,696,044 24% Storm Sewer Charges 1,375,553 1,569,700 6,321,970 25% Organics Recycling Charges 186,143 235,732 897,402 26% Water Rec Fee 65,194 866,312 735,000 118% Sewer Rec Fee 41,052 777,632 472,500 165% Certification Fee - - 15,000 0% Other Revenue 1,000 (2,332) - N/A Total Revenues 5,859,259 7,894,521 30,212,603 26% Expenses Salaries 375,111 420,877 2,443,090 17% Benefits 134,442 164,073 1,008,163 16% Contractual Services 2,613,349 2,238,504 11,123,490 20% Commodities 135,799 216,875 1,380,650 16% Internal Services 406,180 426,651 1,706,617 25% Depreciation 1,576,746 1,499,784 - N/A Capital Outlay - - 24,798,256 0% Total Expenses 5,241,626 4,966,764 42,460,266 12% Net Operating Income (Loss)617,632 2,927,757 (12,247,663) -24% Non-Operating Rev/Exp Invmnt Inc Non-Op 69,525 9,393 434,000 2% Contrib & Transfers (78,637) (88,297) (371,830) 24% Miscellaneous Non-Op 3,420 9,180 117,000 8% Interest & Fiscal Charges (798,937) (936,321) (1,759,128) 53% Total Non-Operating Rev/Exp (804,629) (1,006,045) (1,579,958) 64% Net Income (Loss)(186,997)$ 1,921,712$ (13,827,621)$ -14% Total Cost Recovery 112%159%71% Management Cost Recovery 180%259%74% 13 City of Edina – Q1 2024 Investments The City of Edina (CoE) investments are held in various accounts: Investment Sweep – Funds not required to clear checks in the City’s checking account are automatically “swept” into this account and invested in commercial paper. The balance in this account changes daily based on the amount of checks outstanding. PFM Asset Management (PFM) – Securian was the City’s outside investment manager through June 30, 2022, replaced by PFM. They oversee a $40M portfolio for the City. These securities are held in a custodian account at U.S. Bank. Funds in this account are not needed for cash flow and can be invested in longer maturities. The benchmark for this portfolio is a combination of the Bloomberg Barclays U.S. Intermediate Government Bond Index and the Bloomberg Barclays U.S. Mortgage-Backed Securities Index. Allowable investments include U.S. Treasuries and Agencies up to, but not including, ten years and agency mortgage-backed pass-through securities guaranteed by Fannie Mae (FNMA) and Freddie Mac (FHLMC). City of Edina – This account is managed internally. The balance in this account at the end of Q1 is $84M. The City uses a network of three institutional brokers who recommend securities in compliance with our investment policy. Funds in this account are managed primarily for cash flow purposes and annual debt service payments. 2023B – This account was created to house investment of bond proceeds at U.S. Bank. Q1 balance is $847k. 2021A bond proceeds of $14.4M deposited here in June 2021. Funds were needed to finance new Fire station acquisition and pre-design costs. 2023C – This account held proceeds from 2021B and 2021C for the refunding of 2013A (Public Works), 2012C (Arena) and 2013B (Golf Dome) in February 2022. Q1 Balance is $498K. 2023D – This account held proceeds from 2022A. Q1 balance is $2M. 2022A bond proceeds of $29.5M were deposited here in June 2022 2023E – This account held proceeds from 2023A. Q1 balance is $1.3M. 2023A bond proceeds of $11.2M were deposited here in July 2023. Funds were needed to finance lift station repairs and replacement as well as Morningside street reconstruction and water main, sanitary sewer, and storm sewer improvements. 14 The following is a breakdown of total investments by custodian as of 3/31/24: The following represents the total investment pool by security type: 15 The following represents the same data but only for the internally managed piece under custodianship of U.S. Bank (2023A): The following are yields for current investments against a similar benchmark. The internal and external portfolios have different investment strategies. Internal - The internal is intended to remain sufficiently liquid to enable the City to manage daily City cash flow as well as make debt payments. The average days to maturity for the internal portfolio is approximately two years (including the money market account). Maturities range from one day (money market) to five years. External - The external portfolio has longer term investment options to optimize return within our investment policy. The external portfolio benchmark of Bloomberg Barclays Intermediate U.S. Government/Mortgage Index represents an investment pool including U.S. Treasuries and Agencies up to, but not including, nine years and agency mortgage-backed pass-through securities guaranteed by Fannie Mae (FNMA) and Freddie Mac (FHLMC). The average days to maturity for the external portfolio is nine years with maturities ranging from one month to 27 years. The later maturities represent mortgage-backed securities. Date: May 21, 2024 Agenda Item #: XI.B. To:Mayor and City Council Item Type: Other From:Scott H. Neal, City Manager Item Activity: Subject:Update on 2024 State Legislative Session Information CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: None. INTRODUCTION: City Manager Neal will update the Council on the 2024 State Legislative Session. Date: May 21, 2024 Agenda Item #: XI.C. To:Mayor and City Council Item Type: Other From:Scott H. Neal, City Manager Item Activity: Subject:Update on the South Metro Public Safety Training Facility Information CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: None. INTRODUCTION: City Manager Neal will give an update on the South Metro Public Safety Training Facility. Date: May 21, 2024 Agenda Item #: XI.D. To:Mayor and City Council Item Type: Other From:Scott H. Neal, City Manager Item Activity: Subject:Update on the League of Minnesota Cities Information CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: None. INTRODUCTION: City Manager Neal will give an update on the League of Minnesota Cities. Date: May 21, 2024 Agenda Item #: XI.E. To:Mayor and City Council Item Type: From: Item Activity: Subject:Prep Memo May 21, 2024 CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: INTRODUCTION: ATTACHMENTS: Description Prep Memo May 21, 2024 1 Sharon Allison From:Scott H. Neal Sent:Tuesday, May 21, 2024 2:51 PM To:jhovland@hovlandrasmus.com; James Pierce; Carolyn Jackson; Kate Agnew; Julie Risser Cc:Ari Lenz; Sharon Allison Subject:Prep Memo for the City Council Work Session and Meeting opn May 21, 2024 Good Afternoon Everyone – We have an interesting array of matters and presentations for the Council to consider this evening. WORK SESSION The work session is divided tonight into two subjects. The first presentation will review three City-owned sites that are likely going to be available for re-use in the near future: the current Art Center, the current Fire Station 2 and the south half of the future Fire Station 2. Staff has completed an internal review of the potential reuses of these site. We will share that analysis with the Council tonight to get your input and feedback. The second half of the work session is to review staff proposals to modify the tree protection and preservation ordinance. The changes we are proposing are in response to Council suggestions and directions at the May 7 work session. We have delineated proposed modifications into immediate term and longer term changes. We want to review our proposals with you tonight. If Council supports the immediate term proposals, staff will get them ready for formal adoption by the Council at your June 7, 2024 Council meeting. If the Council wishes, you could waive second reading that night and the changes would become effective immediately. COUNCIL MEETING Council Member Risser has requested that item VI.C. (Edina Historical Society agreement) be removed from the Consent Agenda. We have a robust group of special presentations and recognitions for tonight’s meeting. All of our presenters are ready to go. Presenters understand the necessity of staying on time so that everyone has time for their individual presentations tonight. 2 That’s all I have for you right now. See you at the work session. Scott Scott H. Neal, City Manager 952-826-0401 | Fax 952-826-0390 sneal@EdinaMN.gov | EdinaMN.gov Follow me on Twitter.